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PREPARED FOR
GATEWAY SERVICES DISTRICT
10 October 2017
13240 GRIFFIN DRIVE
FORT MYERS, FLORIDA 33913
TETRA TECH, INC.
Infrastructure Offices Throughout Florida
Orlando * Estero
TELEPHONE (239) 390-1467 - FAX (239) 390-1769 - WWW.TETRATECH.COM
10600 CHEVROLET WAY - SUITE 300 - ESTERO - FL 33928
PREPARED BY
GSCDD
www.tetratech.com
CLIENT INFORMATION:PROJECT LOCATION:
PROJECT DESCRIPTION / NOTES:
Tt PROJECT No.: CLIENT PROJECT No.:
ISSUED:
GATEWAY SERVICES DISTRICT
LAKE 121 BANK RESTORATION
200-37678-16005
GATEWAY SERVICES DISTRICT
13240 GRIFFIN DRIVE
FORT MYERS, FLORIDA 33913
10600 CHEVROLET WAY, SUITE 300
ESTERO, FLORIDA 33928
Ph: 239-390-1467 Fax: 239-390-1769
10/10/17 - BID SET
VICINITY MAP:
LAKE 121
SCALE: N.T.S.
Tetra Tech Inc.
Engineering Business No. 2429
TYLER WAINRIGHT, P.E.
10600 Chevrolet Way, Ste. 300
LICENSE #80476
Estero, Florida 33928
SHEET INDEX
Sheet Number Sheet Title
G-000 COVER
G-001 LEGENDS & ABBREVIATIONS
G-002 LOCATION MAP & GENERAL NOTES
C-000 KEY SHEETS
C-100 DRAINAGE EASEMENT ACCESSES
C-101 LK-121 PLAN - SECTIONS
C-102 LK-121 PLAN - SECTIONS
C-501 REPAIR DETAIL & CROSS SECTION
C-502 REPAIR DETAIL & CROSS SECTION
C-503 ANCHOR AND PIN PATTERN DETAIL
Checked By:
Drawn By:
Project No.:
Designed By:
ww
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Bar Measures 1 inch
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200-37678-16005
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Estero, F
lorida 33928
G-001
LE
GE
ND
S A
ND
AB
BR
EV
IA
TIO
NS
DMN
GM
TW
Sheet
B
A
AAP
AARV
AAV
AB
ABAN
ABRSV
ABS
ABV
AC
ACCMP
ACP
ADDM
ADH
AFF
AFG
AFS
AHD
AL
ALT
AMP
AMT
APRX
ARCH
ASPH
ASSY
AVE
A/C
A/VV
BAF
BCV
BF
BFV
BHP
BI
BITUM
B
BLDG
BLK
BM
BOC
BOT
BP
BRG
BSP
BV
BW
BWW
CAP
CAV
CB
CFM
CFS
CV
CI
CIP
CISP
CJ
CKT
C
CL2
CLF
CLR
CLVT
CMP
CMPA
CMU
CND
CNR
CO
CO2
COAG
COL
COM
CONC
CONN
CONSTR
CONT
CONTR
COORD
CO.
CP
CPA
CPLG
CPVC
CR
CS
CSG
CTV
CY
CYL
C&G
C/C
DAT
DBL
DC
DEMO
DEPT
DET
DF
DI
DIA
DIFF
DIM
DIP
DISCH
DMH
DN
DW
DWG
DWV
E
EA
ECC
EF
EFF
E
EL
ELAST
ELEC
EMER
ENC
ENGR
EP
EPDM
EPRF
EQUIP
ER
ESMT
EST
EW
EXC
EXP
EXST
EXST GR
EXT
EXTN
ALARM ANNUNCIATOR PANEL
AUTOMATIC AIR RELEASE AIR VALVE
AUTOMATIC AIR VENT
ANCHOR BOLT
ABANDON(ED)
ABRASIVE
ACRYLONITRILE BUTADIENE STYRENE
ABOVE
ALTERNATING CURRENT
ASPHALT-COATED CORRUGATED METAL PIPE
ASBESTOS CEMENT PIPE
ADDENDUM
ADHESIVE
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ABOVE FINISHED SLAB
AHEAD
ALUMINUM
ALTERNATE
AMPERE
AMOUNT
APPROXIMATE(LY)
ARCHITECT(URAL)
ASPHALT
ASSEMBLY
AVENUE
AIR CONDITIONING
AIR/VACUUM AIR VALVE
BAFFLE
BALL CHECK VALVE
BLIND FLANGE
BUTTERFLY VALVE
BRAKE HORSEPOWER
BLACK IRON
BITUMINOUS OR BITUMASTIC
BASELINE
BUILDING
BLOCK
BENCH MARK
BACK OF CURB
BOTTOM
BASE PLATE
BEARING
BLACK STEEL PIPE
BALL VALVE
BOTH WAYS
BACKWASH WATER
CAPACITY
COMBINATION AIR VALVE
CATCH BASIN
CUBIC FEET PER MINUTE
CUBIC FEET PER SECOND
CHECK VALVE
CAST IRON
CAST IRON PIPE
CAST IRON SOIL PIPE
CONSTRUCTION JOINT
CIRCUIT
CENTER LINE
CHLORINE GAS
CHAIN LINK FENCE
CLEAR OR CLEARANCE
CULVERT
CORRUGATED METAL PIPE
CORRUGATED METAL PIPE ARCH
CONCRETE MASONRY UNIT
CONDUIT
CORNER
CLEAN OUT
CARBON DIOXIDE
COAGULANT
COLUMN
COMMON
CONCRETE
CONNECTION
CONSTRUCT(ION)
CONTINUOUS
CONTRACT(OR)
COORDINATE
COMPANY
CONCRETE PIPE
CONCRETE PIPE ARCH
COUPLING
CHLORINATED POLYVINYL CHLORIDE
CONCENTRIC REDUCER
CHLORINE SOLUTION
CASING
CABLE TELEVISION
CUBIC YARD
CYCLINDER
CURB AND GUTTER
CENTER TO CENTER
DATUM
DOUBLE
DIRECT CURRENT
DEMOLITION
DEPARTMENT
DETAIL
DIESEL FUEL
DUCTILE IRON
DIAMETER
DIFFUSER
DIMENSION
DUCTILE IRON PIPE
DISCHARGE
DROP MANHOLE
DOWN
DRIVEWAY
DRAWING
DRAIN, WASTE, AND VENT
EAST
EACH
ECCENTRIC
EACH FACE
EFFLUENT
EASEMENT LINE
ELEVATION
ELASTOMERIC
ELECTRICAL
EMERGENCY
ENCASE(MENT)
ENGINEER
EDGE OF PAVEMENT
ETHYLENE PROPYLENE DIENE MONOMER
EXPLOSION PROOF
EQUIPMENT
ECCENTRIC REDUCER
EASEMENT
ESTIMATE(D)
EACH WAY
EXCAVATE
EXPANSION
EXISTING
EXISTING GRADE
EXTERIOR
EXTENSION
FAB
FAC
FB
FCV
FD
FDN
FE
FHY
FIG
FIN
FIN FL
FIN GR
FLG
FLL
FLTR
FM
FPM
FPS
FRP
FT
FUT
FV
FW
FWP
GA
GAL
GALV
GIP
GJ
GND
GPD
GPH
GPM
GPS
GR
GRTG
GS
GSP
GSR
GST
GT
GV
HB
HD
HDPE
HDR
HGR
HGT
HNDRL
HOA
HORIZ
HP
HR
HVAC
HWL
HWY
HZ
ID
IN
INF
INT
INTR
INV
IP
IPS
JB
JT
K
KPL
KV
KVA
KW
KWH
L
LAB
LAM
LATL
LAV
LB
LF
LP
LS
LVR
LWL
M
MAINT
MAN
MAS
MATL
MAX
MCC
ME
MECH
MFR
MG
MGD
MH
MIN
MISC
MJ
MON
MPH
MPT
MS
MSP
MTD
MW
MWL
N
NE
NIC
NO
NOM
NPF
NPT
NPW
NRS
NTS
NW
N/A
FABRICATE(D)
FLANGED ADAPTER COUPLING
FLAT BAR
FLOW-CONTROL VALVE
FLOOR DRAIN
FOUNDATION
FILTER(ED) EFFLUENT
FIRE HYDRANT
FIGURE
FINISH(ED)
FINISH FLOOR
FINISH GRADE
FLANGE(D)
FLOW LINE
FILTER
FORCE MAIN
FEET PER MINUTE
FEET PER SECOND
FIBERGLASS REINFORCED PLASTIC
FOOT OR FEET
FUTURE
FOOT VALVE
FINISHED WATER
FACTORY WIRED PANEL
GAGE
GALLON(S)
GALVANIZED
GALVANIZED IRON PIPE
GROOVE JOINT
GROUND
GALLONS PER DAY
GALLONS PER HOUR
GALLONS PER MINUTE
GALLONS PER SECOND
GRADE
GRATING
GALVANIZED STEEL
GALVANIZED STEEL PIPE
GROUND STORAGE RESERVOIR
GROUND STORAGE TANK
GROUT
HOSE BIBB
HEAVY-DUTY
HIGH-DENSITY POLYETHYLENE
HYDRAULIC
HANGER
HEIGHT
HAND RAIL
HAND-OFF-AUTO
HORIZONTAL
HORSEPOWER
HOUR
HEATING, VENTILATION, AND AIR CONDITIONING
HIGH WATER LEVEL
HIGHWAY
HERTZ
INSIDE DIAMETER
INCH(ES)
INFLUENT
INTERSECTION
INTERIOR
INVERT
IRON PIPE
INTERNATIONAL PIPE STANDARD
IW IRRIGATION WATER
JUCTION BOX
JOINT
KIP (1,000 LB)
KICK PLATE
KILOVOLT
KILOVOLT-AMPERE
KILOWATT
KILOWATT-HOUR
LEFT
LABORATORY
LAMINATE OR LAMINATION
LATERAL
LAVATORY
POUND(S)
LINEAR FEET
LIGHT POLE
LIME SLURRY
LOUVER
LOW WATER LEVEL
METER
MAINTAIN OR MAINTENANCE
MANUAL(LY)
MASONRY
MATERIAL
MAXIMUM
MOTOR CONTROL CENTER
MITERED END
MECHANICAL
MANUFACTURE(R)
MILLION GALLONS
MILLION GALLONS PER DAY
MANHOLE
MILE(S)
MINIMUM
MINUTE(S)
MISCELLANEOUS
MECHANICAL JOIINT
MONUMENT
MILES PER HOUR
MALE PIPE THREAD
MOTOR STARTER
MOTOR STARTER PANEL
MOUNTED
MANWAY
MEAN WATER LEVEL
MAXIMUM WORKING PRESSURE
MI
MWP
MIN
NORTH
NORTHEAST
NOT IN CONTRACT
NUMBER
NOMINAL
NATIONAL PIPE THREAD
NATIONAL PIPE TAPER (THREAD)
NON-POTABLE WATER
NON-RISING SYSTEM
NOT TO SCALE
NORTHWEST
NOT APPLICABLE
O2
OC
OD
ODP
OF
OH
OPP
OPT
OSY
O&M
PC
PCM
PE
PG
PI
PL
P
POB
POJ
PP
PPD
PREFAB
PROP
PRV
PSF
PSI
PSIA
PSIG
PT
PV
PVC
PVMT
PW
PWR
Q
QTY
RAD
RAS
RC
RCB
RCP
RCPA
RD
RDC
REBAR
REF
REINF
REM
REQD
RF
RM
RPM
RR
RT
RW
R/W
S
SAN
SCHED
SD
SE
SECT
SF
SHT
SIG
SIM
SLV
SM
SOLN
SP
SP
SPEC
SPRT
SQ
SS
SST
ST
STA
STD
STK
STL
STR
STRUCT
SURF
SV
SVCE
SW
SYMM
S/W
TAN
TB
TBM
TB-xx
TD
TDH
TE
TEFC
TEL
TENV
THK
TOB
TOS
TOT
TP
TV
TYP
T&B
UD
UG
ULT
UN
UON
UTC
UTIL
OXYGEN
ON CENTER
OUTSIDE DIAMETER
OPEN DRIP PROOF
OUTSIDE FACE
OVER HEAD
OPPOSITE
OUTSIDE SCREW AND YOKE
OPERATION AND MAINTENANCE
OPTIONAL
POINT OF CURVE
PERMANENT CONTROL MONUMENT
PLAIN END
PRESSURE GAGE
POINT OF INTERSECTION
PLATE
PROPERTY LINE
POINT OF BEGINNING
PUSH-ON JOINT
POWER POLE
POUNDS PER DAY
PARTS PER MILLION
PREFABRICATED
PROPOSED
PRESSURE REDUCING VALVE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POUNDS PER SQUARE INCH ABSOLUTE
POUNDS PER SQUARE INCH GAGE
POINT OF TANGENCY
PLUG VALVE
POLYVINYL CHLORIDE
POWER
PPM
POTABLE WATER
PAVEMENT
FLOW
QUANTITY
RADIUS
RETURN ACTIVATED SLUDGE
REINFORCED CONCRETE
REINFORCED CONCRETE BOX
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE PIPE ARCH
ROAD
REDUCER
REINFORCING STEEL
REFERENCE
REINFORCE(D)(ING)(MENT)
REMOVE(ABLE)
REQUIRED
RAISED FACE
ROOM
REVOLUTIONS PER MINUTE
RAILROAD
RIGHT
RIVETED
REUSE WATER
RIGHT-OF-WAY
RVT
SOUTH
SANITARY
SCHEDULE
STORM DRAIN
SOUTHEAST
SECTION
SQUARE FOOT OR FEET
SHEET(ED)(ING)
SIGNAL
SIMILAR
SLEEVE
SHEET METAL
SOLUTION
SOIL PIPE
SPACE(ING)
SPECIFICATION
SUPPORT
SQUARE
SANITARY SEWER
STAINLESS STEEL
STREET
STATION
STANDARD
STAKE
STEEL
STRAIGHT
STRUCTURAL
SURFACE
SOLENOID VALVE
SERVICE
SOUTHWEST
SIDEWATER DEPTH
SYMBOL
SYMMETRICAL
SIDEWALK
SWD
SYM
TANGENT
TOP OF BEAM
TEMPORARY BENCH MARK
TEST BORING-xx (e.g. TB-1)
TRENCH DRAIN
TOTAL DYNAMIC HEAD
TOTALLY ENCLOSED
TOTALLY ENCLOSED FAN COOLED
TELEPHONE
TOTALLY ENCLOSED NON-VENTILATED
THICK(NESS)
TOP OF BANK
TOE OF SLOPE
TYPICAL
TOP AND BOTTOM
TELEPHONE POLE
TELEVISON
TOTAL
THD THREAD(ED)
UNDERDRAIN
UNDERGROUND
ULTIMATE
UNION
UNLESS OTHERWISE NOTED
UNDERGROUND TELEPHONE CABLE
UTILITY
V
VAC
VAR
VC
VCP
VEL
VERT
VFD
VOL
W
W
WAS
WCO
WF
WH
WL
WM
WP
WPR
WS
WSP
WT
WTP
WWF
WWM
WWTP
W/
W/O
XFER
YD
YH
YR
VOLT(S)
VACUUM
VARIES
VERTICAL CURVE
VITRIFIED CLAY PIPE
VELOCITY
VERTICAL
VARIABLE FREQUENCY DRIVE
VOLUME
WASTE ACTIVATED SLUDGE
WALL CLEAN OUT
WIDE FLANGE
WALL HYDRANT
WATER LINE
WATER MAIN
WATER PROOF(ING)
WORKING PRESSURE
WATER SURFACE
WELDED STEEL PIPE
WEIGHT
WATER TREATMENT PLANT
WELDED WIRE FABRIC
WELDED WIRE MESH
WASTEWATER TREATMENT PLANT
WITH
WITHOUT
TRANSFER
YARD(S)
YARD HYDRANT
YEAR(S)
C
L
D
E
F
F/F FACE TO FACE
G
GATE VALVE
H
I
J
K
L
M
N
O
P
Q
R
S
X
W
Y
T
U
V
LIST OF STANDARD ABBREVIATIONS
ABBREVIATED TERMABBREVIATION ABBREVIATED TERMABBREVIATION ABBREVIATED TERMABBREVIATION ABBREVIATED TERMABBREVIATION
PRW PROCESS WATER
FL FLORIDE
REDUCED PRESSURE BACKFLOW PREVENTERRPBP
SAMPLESA
SLUDGESL
SWSH SURFACE WASH
TELEMETRYTLM
WASH WATER WW
DV DIAPHRAGM VALVE
RAW WASTEWATERRWW
RESTRAINED JOINTRJ
AS ALUM SOLUTION
CHLORINE CONTACT CHAMBERCCC
COMPRESSED AIRCA
CE CHLORINATED EFFLUENT
IR INTERNAL RECYCLE
LSS LIME STABILIZED SLUDGE
MV MOTORIZED VALVE
ML MIXED LIQUOR
OHW OVER HEAD WIRE
OFFICIAL RECORDSO.R.
POL POLYMER
TS THICKENED SLUDGE
SEFF SECONDARY EFFLUENT
SSE SUBSTANDARD EFFLUENT
MO MASONARY OPENING
DIRECTIONDIR
DESCRIPTINDESC
LENGTHLEN
MEG MATCH EXISTING GRADE
TOC TOP OF CURB
DR DRAIN
PNV PINCH VALVE
PROCESS AIRPA
HIGH PRESSURE AIRHPA
SCHEDULESC
PRV PRESSURE REDUCING VALVE
GAS NATURAL GAS
UEC UNDERGROUND ELECTRIC CABLE
UED UNDERGROUND ELECTRIC DUCT
UTD UNDERGROUND TELEPHONE DUCT
ATS AUTOMATIC TRANSFER SWITCH
PUMP STATION EASEMENT BOUNDARY
SPRINKLER HEAD (AS SHOWN)
WATER SPIGOT (AS SHOWN)
FIRE HYDRANT (AS SHOWN)
UTILITY SYMBOLS
DUPLEX PUMP STATION
PUMP STATION
CLEAN OUT (AS SHOWN)
LIGHT POLE
EXTERIOR BUILDING LIGHTING
TRAFFIC POLE
FEATURES
SITE SYMBOLS
EXISTING SIGN
NEW SIGN
POST
MAIL BOX
POWER METER
FLAG
INLET BASIN (AS SHOWN)
MISCELLANEOUS
HARD SPOT ELEVATION
FLOW DIRECTION
SLOPE ARROW
HANDICAP MARKING
SURVEY
SF SILT FENCE
FENCE
FENCE (STEEL)
FLOOD HAZARD
GRAVEL ROAD OR DRIVE
GUARD RAILING
NATURAL GAS
RAIL ROAD TRACKS
SANITARY SEWER
STEAM
TREE / BRUSH LINES
WATER EDGES/C.L'S
WATER MAIN
WETLAND BOUNDARY
x x x x x
xx xx xx xx
| | | | | | | | | | | | | | | | | | | | | | |
G
o o o o o o o o o o o o o o o o o o o o o
SANITARY LINE
EX. CONTOUR - MAJOR
FLOW ARROW
> >
IRRIGATION MAIN
R/W
PROPERTY LINE
UTILITY EASEMENTS
RIGHT OF WAY LINE
EX. CONTOUR - MINOR
TYPICAL LINETYPES
OE
UE
POWER OVERHEAD
POWER UNDERGROUND
SITE LEGEND
TSP
RR
FLAG
MB
PM
P
SATELLITE DISH
RAIL ROAD SIGNAL
GUY WIRE
SD
REMOVE TREES
TREE PROTECTION
WRAP INLETS WITH
FILTER FABRIC
STORM PIPES
???.??
SOFT SPOT ELEVATION???.?
STA XX
TOP
BOTTOM
BASELINE
EL.
EMBANKMENT
S
F
BENCHMARK
NAIL & DISK
TRAVERSE POINT
SET IRON (TYPE)
FOUND IRON (TYPE)
SECTION CORNER
BM
ND
TP
SC
F
S
SET MONUMENT (TYPE)
FOUND MONUMENT (TYPE)
UTILITY MARKER
UTILITY METER (AS SHOWN)
UTILITY RISER (AS SHOWN)
UTILITY VALVE (AS SHOWN)
WELL
UTILITY POLE
UTILITY VALVE (AS SHOWN)
UTILITY MANHOLE (AS SHOWN)
EL.
1.00%
PROP. CONTOUR - MAJOR
PROP. CONTOUR - MINOR
EL.
EL.
CO
YARD DRAIN (AS SHOWN)
YD
ELECTRIC TRANSFORMER
DECIDUOUS TREE
EVERGREEN TREE
PALM TREE
X"W
X"IRR
IRR IRRIGATION
REFERENCE SYMBOLS
SECTION TITLE
TYPICAL REPAIR CROSS SECTION
DENOTES DRAWING
NO. WHERE SECTION
IS LOCATED
DENOTES SECTION
LETTER
IDENTIFICATION
EXISTING TO BE DEMOLISHED
HATCHES
PROPOSED CONCRETE
LIGHT DUTY PAVEMENT
PROPOSED SOD
PROPOSED GRAVEL
WETLANDS
EARTH
HEAVY DUTY PAVEMENT
OPEN CUT
EXISTING PIPE TO BE CAP
& GROUT FILLED
DRAINAGE EASEMENT ACCESS
1" DIA. STONE 4" THICK w.FIBERWEB
X
X-XXX
SECTIONX
X-XXX
SCALE:
DENOTES DRAWING NO.
SECTION TAKEN FROM
DENOTES SECTION
LETTER ID
DETAIL REFERENCE
DENOTES DETAIL NUMBER
WHERE DETAIL IS LOCATED
DENOTES DRAWING NO.
IDENTIFICATION
X
X-XXX
# #
SECTION VIEW EVERY ±100'
DENOTES SECTION
NUMBER
GENERAL NOTES
GULF OF
MEXICO
ATLANTIC
OCEAN
Checked By:
Drawn By:
Project No.:
Designed By:
ww
w.te
tra
te
ch
.co
m
MA
RK
DA
TE
DE
SC
RIP
TIO
NB
Y
10
/1
2/2
01
7 3
:4
7:3
8 P
M - P
:\IE
R\3
76
78
\2
00
-3
76
78
-1
60
05
\C
AD
\S
HE
ET
FIL
ES
\L
K-1
21
\G
-0
02
L
OC
MA
P&
GE
NE
RA
L-N
OT
ES
.D
WG
- C
YR
, S
TE
VE
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Co
pyrig
ht: T
etra
T
ech
200-37678-16005
LA
KE
S 1
21
B
AN
K R
ES
TO
RA
TIO
N
GA
TE
WA
Y S
ER
VIC
ES
D
IS
TR
IC
T
10
60
0 C
HE
VR
OL
ET
W
AY
, S
UIT
E 3
00
ES
TE
RO
, F
LO
RID
A 3
39
28
Ph
: (2
39
) 3
90
-1
46
7 F
ax: (2
39
-3
90
-1
76
9
EN
GIN
EE
RIN
G B
US
IN
ES
S N
o. 2429
Te
tra
T
ech
In
c.
Engineering B
usiness N
o. 2429
TY
LE
R W
AIN
RIG
HT
, P
.E
.
10
60
0 C
he
vro
le
t W
ay, S
te
. 3
00
LIC
EN
SE
#
80
47
6
Estero, F
lorida 33928
G-002
LO
CA
TIO
N M
AP
& G
EN
ER
AL N
OT
ES
TW
GM
TW
EARTHWORK AND SITE
1. THE CONTRACTOR SHALL OBTAIN THE NECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEEN
ACHIEVED PER THE PLANS AND SPECS. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND
RETESTING OF THE AREAS AND SHALL PROVIDE THE OWNER AND THE ENGINEER WITH COPIES OF THE CERTIFICATION OF
COMPACTION FROM THE TESTING COMPANY.
2. ALL EXCESS FILL FROM SITE SHALL BE STOCKPILED BY THE CONTRACTOR, IN A LOCATION DETERMINED BY THE OWNER OR
THE OWNER'S REPRESENTATIVE AND THE ENGINEER.
LEE COUNTY
N
GSCDD
1. CONTRACTOR SHALL REPLACE ALL UTILITY BOXES/COVERS DAMAGED DURING CONSTRUCTION.
2. OFFSET MEASUREMENTS ARE TO CENTER OF STRUCTURE OR GRATE, UNLESS OTHERWISE NOTED.
3. EXISTING DRAINAGE STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR, AND REPAIR, ALL DAMAGES TO BUILDINGS, TELEPHONE OR OTHER CABLES, SEWER AND WATER PIPES,
PAVEMENT, DRIVEWAYS, WALLS, SPRINKLER SYSTEMS, SURVEY MARKERS, OR OTHER STRUCTURES WHICH MAY BE ENCOUNTERED WHETHER OR NOT SHOWN
ON THE PLANS. CONTRACTOR TO REPORT ANY DAMAGES TO EXISTING ITEMS TO REMAIN PRIOR TO BEGINNING CONSTRUCTION.
5. PRIOR TO ANY CONSTRUCTION OR FABRICATION, THE CONTRACTOR SHALL SUBMIT FIVE (5) SETS OF SHOP DRAWINGS FOR ALL MATERIALS, PIPE AND
APPURTENANCES. CONSTRUCTION MAY PROCEED ONCE THE SHOP DRAWINGS HAVE BEEN APPROVED BY THE ENGINEER.
6. AREAS AFFECTED BY THIS PROJECT SHALL BE REGRADED TO MATCH PROPOSED CONDITIONS AS DIRECTED BY THE ENGINEER. SOD WILL BE INSTALLED AT
AREAS AS DIRECTED BY THE ENGINEER.
7. ANY DISCREPANCY BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCING
ANY CONSTRUCTION WORK.
8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC HEALTH AND ENSURE JOB SAFETY. THE CONTRACTOR SHALL
CONFORM TO ALL APPLICABLE OCCUPATIONAL SAFETY & HEALTH AGENCY (OSHA) STANDARDS AND FEDERAL, STATE AND LOCAL GOVERNMENT SAFETY
REQUIREMENTS.
10. ALL DEFECTIVE WORK NOT ACCEPTED BY THE ENGINEER, OR BY THE OWNERS REPRESENTATIVE SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT
THE CONTRACTOR'S EXPENSE.
11. ANY PUBLIC LAND CORNER OR BENCHMARK WITHIN THE LIMITS OF THE CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF
BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER.
12. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING DRIVEWAYS UNLESS OTHERWISE APPROVED BY THE ENGINEER. WHENEVER CONSTRUCTION
INTERFERES WITH AN EXISTING DRIVEWAY. THE CONTRACTOR SHALL PROVIDE AN ALTERNATE MEANS OF ACCESS TO THE PROPERTY.
13. CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOB AT ALL TIMES DURING CONSTRUCTION TO SATISFY THE SPECIFICATIONS
AND TO COMPLETE WORK.
14. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANS. IF ANY DISCREPANCY IN QUANTITIES IS FOUND, THE CONTRACTOR SHALL NOTIFY THE
PROJECT ENGINEER AND OWNER.
15. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH MAY
BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATIONS
THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND UPON WHICH
THEIR BIDS WILL BE BASED.
16. ALL ELEVATIONS ARE IN NAVD 88. SEE SHET C-501 FOR CONVERSION TO NGVD 29.
PROJECT
LOCATION
N
LOCATION MAP
LAKE 124
LAKE 121
LAKE 60
LAKE 61
LAKE 119
LAKE 92
LAKE 110
TRACT H
TRACT L
1
2
3
4
5
6
7
8
9
CA
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WA
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C-101
C-102
Checked By:
Drawn By:
Project No.:
Designed By:
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C-000
KE
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DMN
GM
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Sheet
N
0
SCALE:
15' 30' 60'
1" = 30'
PLAN VIEW
SCALE: 1" = 30'
KEY MAP
LAKE 87
LAKE 121
AREA: 1.13 ACRES
1,167 L.F. OF
SHORELINE
HATCH LEGEND
LAKE BANK TO BE REPAIRED
APPROX. LENGTH OF SHORELINE: 479 L.F.
TRACT H
TRACT L
1
2
3
4
5
6
7
8
9
CA
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C
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Drawn By:
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Designed By:
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200-37678-16005
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C-100
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ME
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SE
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DMN
GM
TW
Sheet
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SCALE:
15' 30' 60'
1" = 30'
PLAN VIEW
SCALE: 1" = 30'
1
C-501
EMPLOYEE PARKING
& RESTROOM AREA
LAKE 121
AREA: 1.13 ACRES
LEGEND:
G.S.D.D.E. = GATEWAY SERVICES DISTRICT DRAINAGE EASEMENT
L.M.E. = LAKE MAINTENANCE EASEMENT
15' G.S.D.D.E.
20' G.S.D.U.E.
10' G.S.D.U.E.
10' U.E.
25' G.S.D.D.E.
HATCH LEGEND
HPTRM (480 LF) - SEE SHEET C-501
OTHER - SEE SHEET C-502
LAKE BANK TO BE REPAIRED
+
0
0
0
+1 00
+
2
0
0
EASEMENT LINE
1
2
3
4
25.00' G.S.D.D.E.
EASEMENT LINE
PROPERTY LINE
2
4
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C
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P
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2
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0
S
E
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S
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-1
0
2
SECTION 1
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
EX EL
OFF
SECTION 2
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
EX EL
OFF
SECTION 3
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
EX EL
OFF
25
.0
6
23
.7
2
22
.0
7
20
.8
4
-1
0.0
0
0
10
.0
0
20
.0
0
24
.9
1
24
.6
6
23
.4
9
21
.8
7
21
.1
2
-2
0.0
0
-1
0.0
0
0
10
.0
0
20
.0
0
24
.7
8
23
.7
7
22
.8
6
21
.9
0
20
.9
2
-2
0.0
0
-1
0.0
0
0
10
.0
0
20
.0
0
25.00' G.S.D.D.E.
ES
MT
. LIN
E
P/L
P/L
P/L
ES
MT
. LIN
E
TOB
TOB
TOB
P/L
P/L
P/L
ES
MT
. LIN
E
ES
MT
. LIN
E
P/L
P/L
P/L
ES
MT
. LIN
E
ES
MT
. LIN
E
40.00' G.S.D.D.E.40.00' G.S.D.D.E.
EXST GRADE
EXST GRADE
EXST GRADE
CONTROL EL
CONTROL EL
CONTROL EL
N
Checked By:
Drawn By:
Project No.:
Designed By:
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DA
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200-37678-16005
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10
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#
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Estero, F
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C-101
LK
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21
P
LA
N - S
EC
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NS
DMN
GM
TW
Sheet
0
SCALE:
5' 10' 20
1" = 10'
HATCH LEGEND
DRAINAGE EASEMENT ACCESS
PROP. BUBBLE UP BOX (SEE DETAILS ON C-501)
HPTRM (480 LF) - SEE SHEET C-501
OTHER - SEE SHEET C-502
+3 00 +4 00 +4 79
5
6
7
8
9
EASEMENT LINE
EASEMENT LINE
PROPERTY LINE
25.00' G.S.D.D.E.
4
4
5
5
MA
TC
HL
IN
E S
TA
2
+5
0
SE
E S
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C
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SECTION 4
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
EX EL
OFF
SECTION 5
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
EX EL
OFF
24.87
23.76
22.65
21.62
-20.00
-10.00
0
10.00
20.00
24.62
23.20
21.79
20.54
-20.00
-10.00
0
10.00
20.00
25.00' G.S.D.D.E.
EXST GRADE
ES
MT
. L
IN
E
P/L
P/L
P/L
ES
MT
. L
IN
E
25.00' G.S.D.D.E.
ES
MT
. L
IN
E
P/L
P/L
P/L
ES
MT
. L
IN
E
TOB
TOB
EXST GRADE
CONTROL ELCONTROL EL
N
Checked By:
Drawn By:
Project No.:
Designed By:
ww
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.co
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MA
RK
DA
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RIP
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200-37678-16005
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Estero, F
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C-102
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21
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EC
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DMN
GM
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Sheet
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SCALE:
5' 10' 20
1" = 10'
HATCH LEGEND
DRAINAGE EASEMENT ACCESS
PROP. BUBBLE UP BOX (SEE DETAILS ON C-501)
HPTRM (480 LF) - SEE SHEET C-501
OTHER - SEE SHEET C-502
CONTROL WATER LEVEL
D
E
T
A
I
L
A
D
E
T
A
I
L
B
&
C
REPAIR DETAILS & CROSS SECTION
(HPTRM)
DETAIL B
SCALE: N.T.S.
12"x12" EXCAVATED ANCHOR
TRENCH BACKFILL & COMPACT
AFTER INSTALLATION
3' PERCUSSION
ANCHORS 5' O.C.
END OF 15'
WIDE HPTRM
3' PERCUSSION ANCHORS
ON OVERLAP, 5' O.C.
4" LAYER OF # 4 STONE
END OF 8' WIDE HPTRM
END OF 15' WIDE HPTRM
NON-WOVEN 6 OZ. GEOTEXTILE FABRIC
DETAIL A
SCALE: N.T.S.
SOD TO STONE LINE.
ALL DAMAGED SOD TO BE REPLACED.
STAGGER SOD JOINTS VERTICALLY AND HORIZONTALLY
15' WIDE HPTRM, INSTALLED LONGITUDINALLY
4" LAYER OF #4 STONE FROM CONTROL TO END OF HPTRM
8' WIDE HPTRM, INSTALLED LONGITUDINALLY
PROP FILL AREA
COMPACTED TO 95%
MOD. PROCTOR - SEE
CROSS SECTIONS FOR
DETAILS AND QUANTITIES
MEAN LOW WATER LEVEL
12" MIN.
12" M
IN
.
END STONE 6" PAST CONTROL ELEVATION
6" - 8" RIP RAP AT TOE OF SLOPE, 18" WIDE.
DETAIL C
SCALE: N.T.S.
12" SQUARE PLASTIC DRAINAGE BOX w/GRATE, EXPAND
TRENCH AS NECESSARY TO INSTALL DRAIN BOX
EX. DRAINAGE PIPE FROM
ADJACENT PROPERTIES
POUR CONCRETE AROUND
DRAINAGE BOX (11 80LB. BAGS)
PROP. ANCHOR TRENCH
(SEE DETAIL B)
NOTES:
1. CONTRACTOR SHALL INSTALL DRAINAGE BOXES IN THE FIELD AS DIRECTED. IF NO
DRAINAGE PIPE CURRENTLY EXISTS CONTRACTOR SHALL INSTALL 2' SECTION OF
4" SCH. 40 PVC PIPE WITH CAP EXTENDING TOWARDS THE ADJACENT PROPERTY.
NOTE:
SEE SHEET C-503 FOR ANCHOR AND PIN SPACING
END OF 6 OZ.
NON-WOVEN
GEOTEXTILE
6 OZ. NON-WOVEN GEOTEXTILE FABRIC, SECURED w/ 18" STEEL PINS
6 OZ. NON-WOVEN GEOTEXTILE
FABRIC, SECURED w/ 18" STEEL PINS
LAKE # 60 61 90 92 110 119 121 124
SLOPE 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1
ANCHOR TRENCH EL. 24.5 24.5 26.0 26.0 26.0 24.0 24.0 24.0
CONTROL EL. 22.5 22.5 24.0 24.0 24.0 22.0 22.0 22.0
MEAN LOW WATER EL. 19.5 19.5 21.0 21.0 21.0 19.0 19.54 19.0
NOTE:
ALL ELEVATIONS ARE BASED ON N.G.V.D. 1929
CONVERSION TO NGVD 29: +1.15
CONVERSION TO NAVD 88: -1.15
Checked By:
Drawn By:
Project No.:
Designed By:
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CONTROL WATER LEVEL
D
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&
C
REPAIR DETAILS & CROSS SECTION
OTHER
DETAIL B
SCALE: N.T.S.
6"x6" EXCAVATED ANCHOR
TRENCH BACKFILL & COMPACT
AFTER INSTALLATION
18" STEEL PIN
END OF 6 OZ.
NON-WOVEN
GEOTEXTILE
SOD TO STONE LINE.
ALL DAMAGED SOD TO BE REPLACED.
STAGGER SOD JOINTS VERTICALLY AND HORIZONTALLY
12' WIDE 6 OZ. NON-WOVEN GEOTEXTILE FABRIC
INSTALLED LONGITUDINALLY
4" LAYER OF #4 STONE FROM CONTROL TO END OF HPTRM
PROP FILL AREA
COMPACTED TO 95%
MOD. PROCTOR - SEE
CROSS SECTIONS FOR
DETAILS AND QUANTITIES
MEAN LOW WATER LEVEL
6" MIN.
6" M
IN
.
DETAIL C
SCALE: N.T.S.
12" SQUARE PLASTIC DRAINAGE BOX w/GRATE, EXPAND
TRENCH AS NECESSARY TO INSTALL DRAIN BOX
EX. DRAINAGE PIPE FROM
ADJACENT PROPERTIES
POUR CONCRETE AROUND
DRAINAGE BOX (11 80LB. BAGS)
PROP. ANCHOR TRENCH
(SEE DETAIL B)
END STONE 6" PAST CONTROL ELEVATION
4"- 8" RIP RAP
12' WIDE 12 OZ. NON-WOVEN GEOTEXTILE FABRIC
INSTALLED LONGITUDINALLY
18" STEEL PINS ON 3'
CENTERS VERTICALLY
& HORIZONTALLY
NOTES:.
1. CONTRACTOR SHALL INSTALL DRAINAGE BOXES IN THE FIELD AS DIRECTED. IF NO
DRAINAGE PIPE CURRENTLY EXISTS CONTRACTOR SHALL INSTALL 2' SECTION OF
4" SCH. 40 PVC PIPE WITH CAP EXTENDING TOWARDS THE ADJACENT PROPERTY.
LAKE # 60 61 90 92 110 119 121 124
SLOPE 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1
ANCHOR TRENCH EL. 24.5 24.5 26.0 26.0 26.0 24.0 24.0 24.0
CONTROL EL. 22.5 22.5 24.0 24.0 24.0 22.0 22.0 22.0
MEAN LOW WATER EL. 19.5 19.5 21.0 21.0 21.0 19.0 19.54 19.0
NOTE:
ALL ELEVATIONS ARE BASED ON N.G.V.D. 1929
CONVERSION TO NGVD 29: +1.15
CONVERSION TO NAVD 88: -1.15
Checked By:
Drawn By:
Project No.:
Designed By:
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18"
1.5" STEEL WASHER
0.20" DIA. STEEL PIN
PIN DETAIL
SCALE: N.T.S.
ANCHOR AND PIN PATTERN
SCALE: N.T.S.
ANCHOR & PIN PATTERN DETAILS
FOR HPTRM CROSS SECTIONS
5'
5'
5
5'
5'
6'
ANCHOR TRENCH
SYMBOL DESCRIPTION
= 3' EARTH PERCUSSION ANCHORS
= 12" PINS w/ WASHERS
6'
6"
JOINT b/w HPTRM ROLLS
3'
(AS SHOWN)
TENDON
GRIPPLE LOAD BEARING PLATE
ANCHOR HEAD, (LOAD LOWER POSITION)
EARTH PERCUSSION ANCHOR DETAIL
SCALE: N.T.S.
OVERLAP OF HPTRM ROLLS
5
2.5'
5'
2.5'
4'
4'
2'
4'
5'
HPTRM = HIGH PERFORMANCE TURF REINFORCEMENT MAT
Checked By:
Drawn By:
Project No.:
Designed By:
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