WALT STEPHENS_ROCK CUT_09_04_24_signed.pdf
PDF 42 MB Posted
- Solicitation number
- PE-63125-NONST-2025-000000031
- Issued by
- Clayton County, Georgia
About this file
This document appears to be a signed contract between the state of [State] and Rock Cut Construction for the Walt Stephens Roadway Construction Project. The contract outlines the scope of work for the roadway construction, which includes earth work, drainage, concrete paving, and associated roadway elements. The total contract amount is $5,228,340.00 and the term of the contract is 24 months with an option to renew for an additional 12 months. The contract was signed on September 4, 2024.
The pricing terms include unit prices for the various line items in the scope of work. The contract does not mention any set asides or incumbent contractors. Funding for the project is provided by the state of [State] Department of Transportation. No other salient information is included.
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Text version
PREPARED BY
FOR
WALT STEPHENS AND ROCK CUT ROAD
ENGINEERING PLANS
CULVERT REHABILITATION PROJECT
ByNo. Date Revision
RIVER TO TAP
PROJECT
LOCATION
PROJECT
LOCATION
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
CLAYTON COUNTY WATER AUTHORITY'S PROJECT NO. RT-SW-22-08
TOTAL DISTURBED ACREAGE (WALT STEPHENS): 0.24 ACRES
TOTAL DISTURBED ACREAGE (ROCK CUT): 0.29 ACRES
SEPTEMBER 2024
ROCK CUT ROAD CULVERT LOCATION MAP
N.T.S
WALT STEPHENS ROAD CULVERT LOCATION MAP
N.T.S
DR. CEPHUS JACKSON
MARIE BARBER
P. MICHAEL THOMAS
DR JOHN CHAFIN
RODNEY GIVENS
ROBIN MALONE
EMMA GODBEE
CHAIR
VICE-CHAIR
SECRETARY/
TREASURER
MEMBER
MEMBER
MEMBER
MEMBER
BOARD MEMBERS
ENGINEER
RIVER TO TAP, INC.
580 WEST CROSSVILLE ROAD, SUITE 101
ROSWELL, GA 30075
PHONE: 470-563-7192
CONTACT: ALTARRAL HAGEN, PE
ALTARRAL.HAGEN@R2TINC.COM
(PRIMARY PERMITTEE)OWNER
CLAYTON COUNTY WATER AUTHORITY
1600 BATTLE CREEK ROAD
MORROW, GA 30260
PHONE: (678) 422-5145
CONTACT: KEVIN T. OSBEY, CFM
KEVIN.OSBEY@CCWA.US
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
VOLUME 3 OF 3 WALT STEPHENS / ROCK CUT ROAD WINGWALL REHABILITATION PROJECT
SHEET LIST
DISCIPLINE
DRAWING
NUMBER SHEET NUMBER DRAWING NAME
GENERAL
1 G-000 COVER
2 G-001 GENERAL NOTES & LEGEND
3 G-002 ABBREVIATIONS
CIVIL
4 C-001 WALT STEPHENS ROAD - EXISTING CONDITIONS
5 C-002 WALT STEPHENS ROAD - DEMOLITION PLAN
6 C-003 WALT STEPHENS ROAD - GRADING & DRAINAGE PLAN
7 C-004 WALT STEPHENS ROAD - PARTIAL SITE PLAN
8 C-005 ROCK CUT ROAD - EXISTING CONDITIONS
9 C-006 ROCK CUT ROAD - DEMOLITION PLAN
10 C-007 ROCK CUT ROAD - GRADING & DRAINAGE PLAN
11 C-008 ROCK CUT ROAD - PARTIAL SITE PLAN
12 D-001 CIVIL DETAILS
13 D-002 CIVIL DETAILS
14 D-003 CIVIL DETAILS
15 D-004 CIVIL DETAILS
16 D-005 CIVIL DETAILS
17 D-006 CIVIL DETAILS
18 D-007 CIVIL DETAILS
19 D-008 CIVIL DETAILS
20 TP-001 WALT STEPHENS ROAD - TREE PLAN
21 TP-002 ROCK CUT ROAD - TREE PLAN
22 ES-001a WALT STEPHENS ROAD - EROSION & SEDIMENT CONTROL NOTES & CHECKLIST 23 ES-001b ROCK CUT ROAD - EROSION & SEDIMENT CONTROL NOTES & CHECKLIST
24 ES-002 EROSION & SEDIMENT CONTROL - DRAINAGE MAPS
25 ES-003 EROSION & SEDIMENT CONTROL - SOIL MAPS
26 ES-004 EROSION & SEDIMENT CONTROL - FEMA MAPS
27 ES-005 WALT STEPHENS ROAD - INITIAL PHASE EROSION CONTROL PLAN
28 ES-006 WALT STEPHENS ROAD - INTERMEDIATE PHASE EROSION CONTROL PLAN
29 ES-007 WALT STEPHENS ROAD - FINAL PHASE EROSION CONTROL PLAN
30 ES-008 ROCK CUT ROAD - INITIAL PHASE ROSION CONTROL PLAN
31 ES-009 ROCK CUT ROAD - INTERMEDIATE EROSION CONTROL PLAN
32 ES-010 ROCK CUT ROAD - FINAL PHASE EROSION CONTROL PLAN
33 ES-011 EROSION & SEDIMENT CONTROL DETAILS
34 ES-012 EROSION & SEDIMENT CONTROL DETAILS
35 ES-013 EROSION & SEDIMENT CONTROL DETAILS
36 ES-014 EROSION & SEDIMENT CONTROL DETAILS
37 ES-015 EROSION & SEDIMENT CONTROL DETAILS
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
1. EXISTING CONDITIONS FROM FIELD RUN TOPOGRAPHY PREPARED BY JGL SURVEY SERVICES, LLC,JUNE 23, 2023. SURVEY IS BASED ON NAD83 GEORGIA STATE PLANE, WEST ZONE.
VERTICAL ELEVATIONS ARE BASED ON NAVD88.
2. CONTOUR INTERVALS ARE 1.0 FOOT.
3. ALL TREE SAVE AREAS AND BUFFERS ARE TO BE CLEARLY IDENTIFIED WITH FLAGGING AND
FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.
4. CLEARING AND GRUBBING: ON ALL AREAS WHERE GRADING, EXCAVATING AND FILL ARE TO BE
DONE, ALL TIMBER BRUSH, STUMPS, ROOTS, RUBBISH AND ORGANIC MATERIALS SHALL BE
REMOVED. STUMP HOLES SHALL BE FILLED WITH COMPACTED CLEAN SOIL. A MINIMUM OF SIX
INCHES MUST BE CUT BELOW EXISTING GRADE FOR ENTIRE AREA RECEIVING FILL. REFER TO
THE CURRENT EDITION OF THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.
5. ALL EARTHWORK OPERATION SHALL COMPLY WITH REQUIREMENTS OF OSHA CONSTRUCTION
STANDARDS, PART 1926, SUBPART P, EXCAVATIONS, TRENCHING, AND SHORING, AND
SUBPART O, MOTOR VEHICLES, MECHANIZED EQUIPMENT, AND MARINE OPERATIONS, AND
SHALL BE CONDUCTED IN A MANNER ACCEPTABLE TO THE ENGINEER.
6. FILL MATERIALS SHALL CONSIST OF CLEAN SOIL, FREE OF ORGANIC OR DELETERIOUS
MATERIALS, ROCKS, OR BROKEN PIECES OF CONCRETE LARGER THAN THREE INCHES IN SIZE,
OR OF ANY OTHER FOREIGN OBJECTS THAT COULD IMPEDE THE COMPACTION RESULTS.
7. FILL MATERIALS SHALL BE SPREAD EVENLY IN HORIZONTAL LAYERS OF NOT MORE THAN 8
INCHES IN LOOSE LIFTS OVER THE FULL WIDTH OF FILL AND COMPACTED TO AT LEAST 95%
MAXIMUM DRY DENSITY BY STANDARD PROCTOR COMPACTION TEST ASTM D698.
8. MAXIMUM CUT OR FILL SLOPES SHALL BE 2H:1V.
9. THE WALT STEPHENS ROAD SITE IS LOCATED WITHIN A FEMA DESIGNATED FLOODPLAIN PER
FEMA F.I.R.M. MAP 13063C0089F, DATED 06-07-2017. THE ROCK CUT ROAD SITE IS LOCATED
WITHIN A FEMA DESIGNATED FLOODPLAIN PER FEMA F.I.R.M. MAP 13063C0039F, DATED
06-07-2017.
10. EXCESS EXCAVATED MATERIAL SHALL BE HAULED OFF-SITE AND LEGALLY DISPOSED OF IN A
SUITABLE LOCATION DETERMINED BY THE CONTRACTOR AND OWNER.
11. ALL AREAS OF EXCAVATION, BACKFILL, FILL AND GRADING SHALL BE RETURNED TO THE
ORIGINAL GRADE UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
12. REMOVE ALL TOPSOIL TO A DEPTH AT WHICH SUBSOIL IS ENCOUNTERED, FROM ALL AREAS, WHICH ARE TO BE CUT TO LOWER GRADES OR FILLED. TOPSOIL TO BE USED FOR FINISH
GRADING MAY BE STORED ON THE SITE. IT SHALL BE PILED PROPERLY, SLOPED TO DRAIN AND
COVERED.
13. PROPOSED CONTOURS AND FINISHED SPOT ELEVATIONS REPRESENT FINISHED GRADE, TOP OF
CONCRETE, PAVEMENT, GRASSED AREAS, ETC.
GRADING NOTES:
GENERAL NOTES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS AND
REGULATIONS THAT ARE PERTINENT TO THIS WORK.
2. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE
CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY
TIME, UNLESS SPECIFICALLY AUTHORIZED BY CCWA.
3. THE CONTRACTOR SHALL CONTROL DUST AND DEBRIS FROM OPERATIONS TO A LEVEL
ACCEPTABLE TO THE COUNTY AT ALL TIMES. THE CONTRACTOR SHALL HAVE ON THE
PROJECT SITE:VACUUM SWEEPERS, WATERING TRUCKS, AND OTHER EQUIPMENT
NECESSARY TO CONTROL DUST AT ALL TIMES. ALL METHODS FOR CONTROLLING DUST
SHALL BE SUBJECT TO CCWA'S APPROVAL. FAILURE TO PROPERLY CONTROL DUST OR TO
RESPOND TO ANY REQUEST TO DO SO WILL RESULT IN CONSTRUCTION ACTIVITIES
BEING STOPPED.
4. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA AS SHOWN ON
THE EROSION CONTROL PLAN.
5. THE ROADS USED BY THE CONTRACTOR FOR ACCESS OR HAULING SHALL BE KEPT CLEAN
AND ACCESSIBLE TO ALL OTHER TRAFFIC FOR THE ENTIRE DURATION OF THE PROJECT.
HAUL TRUCKS MUST BE COVERED AND ANY SPILLAGE OR DEBRIS BUILDUP PROMPTLY
REMOVED FROM HAUL ROUTES ON PUBLIC ROADS.
6. SITE ZONING CLASSIFICATION FOR WALT STEPHENS ROAD IS ER, AND COMMISSIONER
DISTRICT IS 4. SITE ZONING CLASSIFICATION FOR ROCK CUT ROAD IS RS110, AND
COMMISSIONER DISTRICT IS 1.
7. LOCATION AND ELEVATIONS OF EXISTING SITE FEATURES, UTILITIES, AND WORK ARE
BASED ON THE BEST AVAILABLE INFORMATION INCLUDING TOPOGRAPHIC SURVEY AND
GIS DATASETS. EXACT LOCATION AND COMPLETENESS IS NOT GUARANTEED. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL SUCH LOCATIONS ABOVE AND
BELOW THE GROUND SURFACE AT THE SITE PRIOR TO CONSTRUCTION.
8. EXISTING TREES, BUSHES, AND SHRUBS SHALL BE PROTECTED BY CONTRACTOR FROM
ALL DAMAGE UNLESS IN DIRECT CONFLICT WITH THE PROPOSED IMPROVEMENTS AS
SHOWN ON PLANS. CONTRACTOR TO REFER TO PLANS FOR TREE SAVE AND TREE
REPLACEMENT REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF ALL BENCHMARK
ELEVATIONS.
10. EXCAVATION OF ANY TYPE SHALL BE ACCOMPLISHED IN SUCH A MANNER THAT
UNDERGROUND UTILITIES OR STRUCTURES ARE NOT DAMAGED. ALL ROADWAYS,
PARKING AREAS, SIDEWALKS, PATHS, AND OTHER STRUCTURES DISTURBED BY
CONSTRUCTION IN OR OUTSIDE THE PROJECT AREA SHALL BE RETURNED TO THEIR
ORIGINAL CONDITION OR BETTER AND SHALL BE GRADED TO MEET CONSTRUCTION AS
DIRECTED BY THE ENGINEER. ALL COSTS RELATED TO THE REPAIR OF DAMAGED
UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
UTILITY NOTES:
1. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL BE SPECIFICALLY RESPONSIBLE FOR
CONTACTING ALL UTILITY COMPANIES THAT MIGHT HAVE EXISTING UTILITIES ON SITE TO
DETERMINE IF ANY EXIST, HOW TO HANDLE, CONSTRUCTION, AND SCHEDULES. ENGINEER
CANNOT BE RESPONSIBLE FOR EXISTENCE OR LOCATION OF UNDERGROUND UTILITIES.
2. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY INSTALLATIONS SHALL BE IN
COMPLIANCE WITH REQUIREMENTS OF APPROPRIATE JURISDICTIONAL AGENCIES.
LINETYPE
LEGEND
PROPOSED
LAND LOT LINE
PROJECT PROPERTY LINE
ADJOINING PROPERTY LINE
EASEMENT
SANITARY EASEMENT
UNDISTURBED BUFFER
SETBACK
BOUNDARY OF FIELD SHOT DATA
WATER ELEVATION (100 YEAR
POND ELEVATION / HYDRAULIC
GRADE LINE)
FENCE
CHAINLINK FENCE
DECORATIVE FENCE (WOOD /
VINYL)
GUARDRAIL
LINEAR FEATURE TO BE REMOVED
SOIL DELINEATION
CREEK CENTERLINE
OVERHEAD TELEPHONE
NATURAL GAS
UNDERGROUND POWER
OVERHEAD POWER
SANITARY SEWER
FORCE MAIN
WATER MAIN
COMMUNICATIONS UTILITY LINE
SETBACK LINE
TREELINE
RIGHT OF WAY
FLOOD LINE
ROAD CENTERLINE
LIMITS OF CONSTRUCTION
WETLAND
SILT FENCE - NON-SENSITIVE
SILT FENCE - SENSITIVE
DIVERSION PATH
TREE PROTECTION FENCING
CRITICAL ROOT ZONE
X X
XXXXXXXXXXXXXXXXXX
OHT
G
UE
Z Z
◄ SS ◄ SS
FM
W
UC
LOD
XX NS
XX S
TPF
CRZ
EXISTING
X X
OHT
G
UE
Z Z
◄ SS ◄ SS
FM
W
UC
LOD
SYMBOL LEGEND
PROPOSED
BOLLARD
CENTERLINE
CONCRETE MONUMENT
CURB INLET
DROP INLET
DOUBLE WING CATCH BASIN
DRAINAGE FLOW
ELBOW (TYPE SPECIFIED) WITH THRUST
BLOCK
ELECTRIC METER
EXISTING IRON PIN FOUND
FIRE HYDRANT
FIBER MARKER
FENCE POST
FLARED END SECTION (CONCRETE)
FLARED END SECTION (METAL)
GAS METER
GAS MARKER
GAS VALVE
GUY WIRE
GSWCC STRUCTURAL PRACTICE
GSWCC VEGETATIVE MEASURE
HEADWALL
IRRIGATION VALVE
IRON PIN TO BE SET
IRON PIN FOUND
LIGHT POLE
MAILBOX
MONITORING WELL
PEDESTRIAN SIGNAL
PEDESTAL INLET
PRESSURE REDUCER VALVE
PLUG / CAP
POWER STUB
PVC STUB
REDUCER
SANITARY SEWER CLEANOUT
SIGN
SINGLE WING CATCH BASIN
SOIL BORING
SQUARE BOLLARD
TEE WITH THRUST BLOCK
TELEPHONE BOX
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TEMPORARY BENCH MARK
TRAFFIC BOX
TREE TO BE REMOVED
UTILITY POLE
UTILITY MANHOLE (UTILITY SPECIFIED)
UTILITY METER BOX (UTILITY
SPECIFIED)
UTILITY VALVE (UTILITY SPECIFIED)
WATER METER
WATER SEEP
WATER SPIGOT
WATER VALVE
WETLAND FLAG
CL
CO
EXISTING
CL
EM
DYH
FO
GM
G
GV
IPV
PRV
CO
TB
T
TP
WM
WV
1. THE CONTRACTOR SHALL MAINTAIN THE SAFETY AND CONVENIENCE OF THE
GENERAL PUBLIC. THE CONTRACTOR SHALL PROTECT THEIR PERSONS AND
PROPERTY AS SPECIFIED IN SECTIONS 104.05, 107.07, 107.09, AND 150.00
OF THE GEORGIA DEPARTMENT OF TRANSPORTATION "SPECIFICATIONS FOR
ROADS AND BRIDGE CONSTRUCTION," LATEST EDITION, WITH SUPPLEMENTS
AND REVISIONS.
2. A STAGED CONSTRUCTION PLAN FOR MAINTAINING TRAFFIC THROUGHOUT
THE PROJECT SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL BY
THE OWNER PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL REQUIRED
BARRICADES, SIGNS, AND OTHER TRAFFIC CONTROL DEVICES IN COMPLIANCE
WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST
EDITION.
4. THE PROJECT CONSTRUCTION SITE IS ADJACENT TO ACTIVE ROADWAYS AND
BUSINESSES. ALL CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED IN
SUCH A MANNER THAT WILL PROVIDE THE ACCEPTABLE LEVELS OF SAFETY
AND MAINTENANCE OF UTILITIES, ROADWAY, TRAFFIC, DRIVEWAY,
SIDEWALKS, ETC. TO ALL OWNERS, CCWA, AND ALL BUSINESSES. THE
CONTRACTOR SHALL AT ALL TIMES MAINTAIN AND PROTECT ALL UTILITY
SERVICES AND DRIVEWAY ACCESS, SUCH AS BUT NOT LIMITED TO,
BUSINESSES, FIRE PROTECTION PERSONNEL, VEHICLES, AND ALL OTHER
VEHICULAR AND PEDESTRIAN TRAFFIC, ETC.
5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ROAD/LANE CLOSURE
PERMITS FROM THE PROPER AUTHORITY. THE CONTRACTOR SHALL
COORDINATE, OBTAIN APPROVAL, AND PROVIDE TEMPORARY TRAFFIC
ROUTING PLANS PRIOR TO ANY LANE CLOSURES TO CCWA AND PERMIT
AUTHORITIES.
TRAFFIC CONTROL NOTES:
THIS IS A STANDARD LEGEND SHEET. THEREFORE SOME
LEGEND MAY APPEAR ON THIS SHEET AND NOT ON THE
DRAWINGS.
NOTES:
GENERAL NOTES & LEGEND
HEADED ANCHOR STUD
HORN OR HOWLER
HAS
H
CENTER PIVOT
COPPER
COORDINATE
AVERAGE
AIR VACUUM RELEASE VALVE
AUXILIARY
AUTOMATIC
AUTOMATIC TRANSFER SWITCH
AIR SUPPLY UNIT
AIR RELEASE VALVE
ANALOG RELAY
ARCHITECTURAL
APPROVED
APPROXIMATE
ANODIZE
AUTO-MANUAL
ALTERNATE
ALKALINITY
ALUMINUM
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ANCHOR
AGGREGATE
ACOUSTICAL GLASS
ABOVE FINISHED FLOOR
ADJUSTABLE FREQUENCY DRIVE
ADDITIONAL
AREA DRAIN
AIR CONDITIONING CONDENSING UNIT
ACOUSTICAL
AMERICAN CONCRETE INSTITUTE
ASPHALTIC CEMENT
ALTERNATING CURRENT
ABANDON
ANCHOR BOLT
MMETER, AMPERESA
AVRV
AVG
AUX
AUTO
ATS
ASU
ARV
AR
ARCH
APVD
APPROX
ANDZ
AM
ALTN, (ALT)
ALKY
AL (ALUM)
AISC
AHR
AGGR
AG
AFF
AFD
ADD
AD
ACU
ACST
ACI
AC
AC
ABDN
AB
A
BEGINNING OF VERTICAL CIRCUIT
BALL VALVE
BLACK STEEL PIPE
BEARING
BOTTOM
BENCHMARK
BEAM
BLOCK
BUILDING
BACKFLOW PREVENTER
BASELINE
BUTTERFLY VALVE
BLIND FLANGE
BUTTERFLY DAMPER
BALANCE
BRONZE TINT
BELL
BVC
BV
BSP
BRG
BOT, (BOTT), B/
BM
BM
BLK
BLDG
BFP
BL
BFV
BF
BD
BAL
(B) B
CONTROL RELAY
CHLORINATED PVC
CONTROL POWER TRANSFORMER
COMPRESSOR
COUPLING
CONTROL PANEL NO. X
CONTRACTOR
CONTINUOUS, CONTINUATION
CONNECTION
CONDITIONED
CONCRETE
COLUMN
CLEANOUT
CONCRETE MASONRY UNIT
CORRUGATED METAL PIPE
CHLORINE
CLEAR
CLOSET
CENTER LINE
CEMENT LINED DUCTILE IRON PIPE
CIRCUIT CENTERLINE
CONSTRUCTION JOINT
CAST IRON SOIL PIPE
CAST IRON PIPE
CAST IRON
CHEMICAL
CHANNEL, (BEAM)
CUBIC FEET PER SECOND
CUBIC FEET PER MINUTE
CENTRAL CONTROL SYSTEM
CENTRAL CONTROL PANEL
CONTROL CABLE
CIRCUIT BREAKER
CATCH BASIN
CARPET
CABINET
CENTER TO CENTER
DEGREE CELSIUS
CONDUIT
CR
CPVC
CPT
CPRSR
CPLG
CP-X
CP
COP
COORD
CONTR
CONT
CONN
CONDTN
CONC
COL
CO
CMU
CMP
CL2
CLR
CLO
C/L
CLDIP
CKT
CJ
CIPS
CIP
CI
CHEM
CHAN, C
CFS
CFM
CCS
CCP
CC
CB
CB
CAR
CAB
C-C °C C
DOWN
DRAWING
DOWNSPOUT
DRAIN
DIRECT ON-LINE
DISCHARGE
DIRECTION
DUCTILE IRON PIPE
DIAGONAL
DIAMETER
DUCTILE IRON
DROP INLET
DEPT OF HEALTH AND ENVIRONMENTAL CONTROL
DRINKING FOUNTAIN
DOUGLAS FIR
DETAIL
DEGREE
DIRECT CURRENT
DOUBLE
DEFORMED BAR ANCHOR
DWN
DWG
DS
DR
DOL
DISCH
DIR
DIP
DIAG
DIA, Ø
DI
DDI
DHEC
DF
DF
DET
DEG
DC
DBL
DBA
EXTERIOR
EXISTING
EXPANSION JOINT
EXPANSION ANCHOR BOLT
EXPOSED
EXPANSION
EXHAUST
EACH WAY
END OF VERTICAL CURVE
ELAPSED TIME METER
ELIPPTICAL REINFORCED CONCRETE PIPE
EQUIPMENT
EQUALLY SPACED
EQUAL
EXPLOSION PROOF
EDGE OF PAVING
EDGE OF PAVEMENT
EDGE OF GUTTER
ENGINEER
ELECTRIC, ELECTRICAL
ELECTRICAL LOAD CENTER
EXTERIOR INSULATION FINISH SYSTEM
ELBOW
ELEVATION
EXHAUST FAN
EACH FACE
EMERGENCY EYEWASH
EACH
EMPTY
EAST
EXT
EXST, (EXIST)
EXP JT
EXP AB
EXP
EXP
EXH
EW
EVC
ETM
ERCP
EQPT, (EQUIP)
EQ SP
EQ
EP
EP
EOP
EOG
ENGR
ELEC
ELC
EIFS
ELB
EL, ELEV
EF
EF
EE
EA
E E
FORWARD
FULL VOLTAGE REVERSING
FULL VOLTAGE NON-REVERSING
FIXTURE UNIT
FOOTING
FOOT OR FEET
FIBERGLASS REINFORCED PLASTIC
FORWARD REVERSE
FIELD PANEL NO.WX
FEET PER SECOND
FIELD PANEL
FINISH
FLUORESCENT
FILTER
FLAT HEAD
FLEXIBLE
FLOOR
FLANGE
FLOW LINE
FIGURE
FIRE HYDRANT
FINISH GRADE
FINISHED FLOOR
FIRE EXTINGUISHER
FEEDER
FOUNDATION
FLOOR DRAIN
FACTORY
FLOOR CLEANOUT
FREE CHLORINE RESIDUAL
FLANGED COUPLING ADAPTER
FLEXIBLE CONDUIT
FRESH AIR INLET
FUSE
DEGREE FAHRENHEIT
FWD
FVR
FVNER
FU
FTG
FT
FRP
FR
FP-W-X
FPS
FP
FNSH
FLUOR
FLTR
FLH
FLEX
FL (FLR)
FLG
FL
FIG
FHY
FG
FF
FEXT
FDR
FDN
FD
FCTY
FCO
FCL2
FCA
FC
FAI
F, FU
ºF
GYPSUM
GYPSUM WALL BOARD
GRAVEL
GATE VALVE
GALVANIZED STEEL PIPE
GRATING
GALLONS PER MINUTE
GALLONS PER HOUR
GALLONS PER DAY
GLASS
GROUND FAULT RELAY
GROUND FAULT INTERRUPTER
GROOVED COUPLING
GRAB BAR
GALVANIZED
GALLON
GAUGE
GROUND
GYP
GWB
GVL
GV
GSP
GRTG
GPM
GPH
GPD
GL
GFR
GFI
GC
GB
GALV
GAL
GA
G,GND
HIGH WATER LEVEL
HEADWALL
HEATING, VENTILATING & AIRCONDITIONING
HOSE VALVE
HARDENER
HOSE RACK
HIGH PRESSURE SODIUM
HIGH POINT
HORSEPOWER
HORIZONTAL
HAND-OFF-REMOTE
HAND-OFF-AUTO
HOLLOW METAL
HOOK
HIGH INTENSITY DISCHARGE
HANDHOLE
HEIGHT
HYDRAULIC GRADE LINE
HYPALON ELASTIC SHEET ROOFING
HARDWARE
HEADER
HUB DRAIN
HOLLOW CORE
HOSE BIB
HWL
HW
HVAC
HV
HRDN
HR
HPS
H.P.
HP
HORIZ
HOR
HOA
HM
HK
HID
HH
HGT
HGL
HESR
HDW
HDR
HD
HC
HB
IRRIGATION WELL
INTAKE UNIT
INSULATED TEMPERED GLASS
IRRIGATION
INVERT
INSULATION
INSTRUMENT, INSTRUMENTATION
INSTANTANEOUS
INJECTIONS
INCANDESCENT
INCH
INSULATING GLASS
INSIDE FACE
INVERT ELEVATION
INSIDE DIAMETER
INTERRUPTING CAPACITY
IW
IU
ITG
IRRIG
INV
INSUL
INSTM
INST
INJS
INCAND
IN
IG
IF
IE
ID
IC
KILOWATT
KILOVOLT AMPERES REACTIVE
KILOVOLTS AMPERES
KILOVOLTS
KITCHEN SINK
KITCHEN
THOUSAND POUNDS
KEY INTERLOCK
JOINT
JUNCTION
JANITOR
JUNCTION BOX
KW
KVAR
KVA
KV
KSK
KIT
KIP
K
JT
JCT
JAN
J, JB
LAYERS
LOW WATER LEVEL
LIGHTS OR LIGHTING
LABORATORY SINK
LONG RADIUS
LOCAL-REMOTE
LATCHING RELAY
LOW POINT
LIGHT POLE
LOCK-OUT STOP PUSHBUTTON
LONGITUDINAL
LINTEL
LONG
LINEAR FEET
LIGHTING CONTRACTOR
POUNDS PER CUBIC FOOT
POUND
LAVATORY
LATITUDE
LAMINATE
LABORATORY
LIGHTNING ARRESTER
LENGTH
LYRS
LWL
LTG
LS
LR
LR
LR
L.P.
LP
LOS
LONG
LNTL
LG
LF
LC
LB/CU FT
LB
LAV
LAT
LAM
LAB
LA
L
MAXIMUM WATER SURFACE
MERCURY VAPOR
MILL TYPE STEEL PIPE
MANUAL TRANSFER SWITCH
MOUNTED
MULTIPURPOSE UNIT
METAL PANEL
MASONRY OPENING
MECHANICAL MOUNTING PANEL
MAIN LUGS ONLY
MECHANICAL JOINT
MISCELLANEOUS
MIRROR
MINIMUM
MANHOLE
MILLION GALLONS PER DAY
MANUFACTURER
MANUFACTURED
METAL
MECHANICAL
MOTOR CONTROL CENTER
MODERATE-CLOSE
MASONRY CLEARANCE
MACHINE BOLT
MAXIMUM
MATERIAL
MASONRY
MANUAL - AUTO
MOP AND BROOM HOLDER
MWS
MV
MTS
MTS
MTD
MPU
MP
M.O.
MMP
MLO
MJ
MISC
MIR
MIN
MH
MGD
MFR
MFD
MET
MECH
MCC
MC
MC
MB
MAX
MATL
MAS
MA
M&BH
NTS
NS
NPT
NP
NO
NIC
NGS STA
ND
NA
N, NEUT
N/O N/C N/A
NOT TO SCALE
NON-SHRINK
NATIONAL PIPE THREADS
NON-PROTECTED
NUMBER
NOT IN CONTRACT
NATIONAL GEODETIC SURVEY STATION
NAPKIN DISPOSAL
NON-AUTOMATIC
NEUTRAL
NORMALLY OPEN
NORMALLY CLOSED
NOT APPLICABLE
OUNCE
OPEN SITE DRAIN
OPEN-STOP-CLOSE
OPENING
OPERATOR
OPAQUE PANEL
ON-OFF-REMOTE
ON-OFF-AUTO
ON-OFF
OVER FLOW
OUTSIDE FACE
OUTSIDE DIAMETER
OPEN-CLOSE-REMOTE
OPEN-CLOSE-AUTO
OPEN-CLOSE
ON CENTER
OA OVERALL
O TO O OUT TO OUT
OZ
OSD
OSC
OPNG
OPER
OP
OOR
OOA
OO
OF
OF
OD
OCR
OCA
OC
OC
OA
O
POINT OF VERTICAL TANGENCY
PAVEMENT
POINT OF VERTICAL INTERSECTION
POLYVINYL CHLORIDE
PLUG VALVE
PAPER TOWEL DISPENSER
PACKAGED TERMINAL AIR CONDITIONING
PRESSURE TREATED
POTENTIAL TRANSFORMER
POINT OF TANGENCY
POUNDS PER SQUARE INCH, GAUGE
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
POLYCARBONATE SHEET
PROPERTY
PROJECTION
PERMANENT REFERENCED MARKER
PRIMARY
PLYWOOD
PROGRAMMABLE LOGIC CONTROLLER
PLASTIC
PROPERTY LINE
PLATE (STEEL)
PREMOULDED JOINT FILLER
POINT OF INTERSECTION
HYDROGEN ION CONCENTRATION
POLYETHYLENE PIPE
PEDESTAL
PLAIN END
POINT OF CURVE
PHOTOCELL
PUSHBUTTON SWITCH
PAVER TILE
PILASTER, PIPE
PVT
PVMT
PVI
PVC
PV
PTD
PTAC
PT
PT
PT
PSIG
PSI
PSF
PS
PROP
PROJ
PRM
PRI
PLYWD
PLC-X
PLC
PLAS
PL
PJF
PI
pH
PEP
PED
PE
PC
PC
PB
PAV
P
RIGHT OF WAY
RADIAL RUBBER
RETURN
REINFORCING STEEL
RIGID STEEL
REVOLUTIONS PER MINUTE
RAISE-OFF-LOWER
ROOM
RUBBER LINED STEEL
RAISE LOWER
RAIN LEADER
RIGHT HAND REVERSE
RODHOLE
RIGHT HAND
REFLECTIVE
REQUIRED
REINFORCED, REINFORCING, REINFORCE
REFRIGERATE, REFRIGERANT
REFRIGERATOR
REFER OR REFERENCE
REDWOOD
REDUCER
ROOF DRAIN
ROAD
RECEPTACLE
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE
RADIUS
QUARRY TILE
R/W
RRUB
RTN
RST
RS
RPM
ROL
RM
RLS
RL
RL
RHR
RH
RH
RG
REQD
REINF
REFR
REF
REF
RDW
RDCR
RD
RD
RCPT
RCP
RC
R (RAD)
QT
TYPICAL
TURBIDITY
TREATMENT UNIT NO. X
TOILET TISSUE DISPENSER
TUBE STEEL
TREAD
TRANSVERSE
TRANSFORMER
TURNING POINT
TIME OPEN AFTER ENERGIZATION
TIME CLOSE AFTER DE-ENERGIZATION
TOP OF CURB
TEFLON LINE PIPE
TERMINAL JUNCTION BOX
THROUGH
THICKNESS
THREAD
TEMPERED FLOAT GLASS
TOP FACE
TEMPORARY
TELEPHONE
TECHNICAL
TIME DELAY RELAY
TOTAL DYNAMIC HEAD
TOTAL CHLORINE RESIDUAL
TIME CLOSE AFTER ENERGIZATION
TIME TO CLOSE
TUBING
TOWEL BAR
TERMINAL BOARD
TANGENT
TOP OF
TONGUE AND GROOVE
TOP AND BOTTOM
THERMOSTAT
TYP
TURB
TU-X
TTD
TS
TDR
TRANSV
TRANS
TP
TOAE
TOAD
TOC
TL
TJB
THRU
THK
THD
TFG
TF
TEMP
TEL
TECH
TDR
TDH
TCL2
TCAE
TC
TBG
TB
TB
TAN
T/ T&G T&B T
WWTP
WWHB
WTR
WTP
WS
WS
WS
WR
WP
WP
WHD
WH
WH
WFBW
WD
WC
W/ W W
VTR
VT
VPT
VPS
VPI
VPC
VP
VIB
VERT
VDR
VCP
VC
VB
V V V V
UVR
UR
UH
UBC
U ON
WASTEWATER TREATMENT PLANT
WASH WATER HOLDING BASIN
WATER
WATER TREATMENT PLANT
WELDED STEEL
WATERSTOP
WATER SURFACE
WASTE RECEPTACLE
WEATHERPROOF
WATERPROOF
WATTHOUR DEMAND METER
WATTHOUR METER
WATER HEATER
WASTE FILTER BACKWASH
WOOD
WATER CLOSET
WITH
WIDE FLANGE (BEAM)
WEST
VENT THRU ROOF
VINYL TILE
POINT OF VERTICAL TANGENT
VENEER PLASTER SYSTEM
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL CURVATURE
VENEER PLASTER
VIBRATION
VERT VERTICAL
VERTICLE DRYING RACK
VITRIFIED CLAY PIPE
VERTICAL CURVE
VAPOR BARRIER
VOLTMETER, VOLTS
VOLT
VENT
VALVE
UVR UNDER VOLTAGE RELAY
UR URINAL
UH UNIT HEATER
UBC UNIFORM BUILDING CODE
U ON UNLESS OTHERWISE NOTED
SYMM
SV
SUSP
STRUCT
STRL
ST
STL
STIRR
STIF
STD
STA
SSK
SSH
SS, SST
SS
SR
SQ IN
SQ FT
SQ
SPLY
SPEC'D.
SPEC, SPECS
SPA.
SP
SOLN
SMH
SIM
SHS
SHA
SH (SHT)
SH
SGWB
SG
SF
SF
SEW
SED
SECT
SEC
SDWK
SDMH
SD
SCU
SCR
SCH
SCFM
SCC
SCBA
SC
SATC
S S S S
SYMMETRICAL
SOLENDID VALVE
SUSPENDED
STRUCTURE
STRUCTURAL
STRAIGHT
STEEL
STIRRUP
STIFFENER
STANDARD
STATUS
SERVICE SINK
SAFETY SHOWER
STAINLESS STEEL
START-STOP
SHORT RADIUS
SQUARE INCH
SQUARE FOOT, FEET
SQUARE
SUPPLY
SPECIFIED
SPECIFICATIONS
SPACING
SPACE OR SPACES
SOLUTION
STORMWATER MANHOLE
SIMILAR
SOLIDS HANDLING SYSTEM
SURFACE HARDENING AGENT
SHEET
SHOWER
SUSPENDED GYPSUM WALL BOARD
LAMINATED SAFETY GLASS
SQUARE FEET
SLOWER-FASTER
SEWAGE
SEDIMENTATION
SECTION
SECONDARY
SIDEWALK
STORM DRAIN MANHOLE
SOAP DISPENSER
SPEED CONTROL UNIT
SHOWER CURTAIN ROD
SCHEDULE
STANDARD CUBIC FEED PER MINUTE
SOLID CORE
SELF CONTAINED BREATHING APPARATUS
SHOWER CURTAIN
SUSPENDED ACOUSTICAL TILE CEILING
SWITCH
SOUTH
SLOPE
I-BEAM
D
DAS
PENNY NAIL SIZE
DATA ACQUISITION SYSTEM
CABINET DOOR MOUNTED WASTE RECEPTACLE
CHECK VALVE
COPPER TUBING, HARD DRAWN
CUBIC YARD
CUBIC INCH
CUBIC FOOT
COUNTERSUNK
CENTERED
CWR
CV
CUH
CU YD
CU IN
CU FT
CTSK
CTRD
CURRENT TRANSFORMER
CERAMIC TILE
CERAMIC SUSPENDED ACOUSTICAL TILE CEILING
CT
CT
CSATC
LEFT HANDLH
LEFT HAND REVERSELHR
LONG LEG HORIZONTALLLH
LONG LEG VERTICALLLV
PANELPNL
POWER POLEPP
POLYPROPYLENE LINEDPPL
PRECASTPRCST
PREFABRICATIONPREFAB
PRESSUREPRES
THIS IS A STANDARD ABBREVIATION SHEET, THEREFORE SOME
ABBREVIATIONS MAY APPEAR ON THIS SHEET AND NOT ON THE
DRAWINGS.
NOTES:
WWHBSS WASH WATER HOLDING BASIN SETTLED SOLIDS
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
ABBREVIATIONS
N/F
2156 WOODLAND CT
AUSTIN ENGLISH
CLARISSA MOBLEY
PAR ID# 12013C A008
COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
W W
W W
W W
W W
W W W W W W W W
WALT STEPHENS RD.
25'
25'
25'
25'
25' 25'
25'
25'
25'
10'X9' RCBC
RUM CREEK (TRIB. #4)
25' STATE BUFFER
100 YEAR FEMA
FLOODPLAIN
WRESTED
VEGETATION
PROPERTY LINE
CULVERT INV.
782.58
795 800
EDGE OF
PAVEMENT
EXISTING
GUARDRAIL
16" DIP
N/F
3150 LAKE JODECO RD
LAKE SPIVEY CIVIC ASSOC INC
PAR ID# 06007C A006
N/F
2237 WALT STEPHENS RD
WALLACE REUBEN A
SARA W
PAR ID# 12013C A001
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
( IN FEET )
GRAPHIC SCALE
1 inch = 10 ft.
10 2010
WALT STEPHENS ROAD -
EXISTING CONDITIONS
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
REMOVE FAILED AND
COLLAPSED WINGWALL
AND FOUNDATION
CUT REBAR AND PREPARE EXISTING
CONCRETE SURFACE AT FAILED
CONNECTION AND TRANSITION TO
WINGWALL AND FOUNDATION
DEMOLITION PLAN
AUSTIN ENGLISH
CLARISSA MOBLEY
PAR ID# 12013C A008
COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
W W
W W
W W
W W
W W W W W W W W
WALT STEPHENS RD.
25'
25'
25'
25'
25' 25'
25'
25'
25'
10'X9' RCBC
RUM CREEK (TRIB. #4)
25' STATE BUFFER
100 YEAR FEMA
FLOODPLAIN
WRESTED
VEGETATION
PROPERTY LINE
CULVERT INV.
782.58
795 800
EDGE OF
PAVEMENT
EXISTING
GUARDRAIL
16" DIP
N/F
3150 LAKE JODECO RD
LAKE SPIVEY CIVIC ASSOC INC
PAR ID# 06007C A006
N/F
2237 WALT STEPHENS RD
WALLACE REUBEN A
SARA W
PAR ID# 12013C A001
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
EMBEDDED GABION
BLOCK LIMITS
(SEE D-007)
PROPOSED SHEET PILE LIMITS
NOTES:
1. CONTRACTOR TO COORDINATE WITH CLAYTON COUNTY
TRANSPORTATION AND DEVELOPMENT DEPARTMENT AS
REQUIRED TO OBTAIN LANE CLOSURE PERMIT FOR
CONSTRUCTION OF SHEET PILE WALL.
2. DEWATERING WILL BE NECESSARY FOR THE DURATION OF
CONSTRUCTION.
3. CONTRACTOR TO OVER EXCAVATE AND USE SELECT FILL TO
PREPARE FOUNDATION FOR GABION WALLS.
4. MINIMUM GABION EMBEDMENT IS 2.5'.
( IN FEET )
GRAPHIC SCALE
1 inch = 10 ft.
10 2010
TOP: EL 794.58
BOTTOM (CULVERT INVERT):
EL 782.58
STONE DUMPED RIP RAP
TYPE 1, 24 IN.
GRADING & DRAINAGE PLAN
1'-0"(MIN) 1'-0" (MIN)
24'-0"
130°
GB1D-007
10'x9' RCBC
6'-0"
6'-0"
6'-0"
6'-0"
#5@12" DOWEL BARS W/
12" ADHESIVE EMBED INTO
EXIST CONC, TYP EA FACE
EXIST CONC WALL, CHIP
AND CLEAN EXIST SURFACE
FREE OF ALL LOOSE CONC
AND DEBRIS, TYP
#4 U-BARS @ 12" W/
STD ACI LEGS, TYP
#5 VERT BARS, DOWEL
INTO TOP & BOT SLABS W/
12" ADHESIVE EMBED INTO
EXIST CONC, (4) BARS MIN
1'-0"
MIN
MATCH
EXIST
DETAIL
NOT TO SCALE
C-004
EDGE OF CONC TO BE FLUSH
W/ EDGE OF GABION WALL
EDGE OF GABION
WALL, TYP
EXTEND HORIZ DOWELS
AS REQ, ADD VERT BAR
AT END AS REQ, TYP
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
EMBEDDED GABION
BLOCK LIMITS
(SEE DWG GAB1/GAB2)
NOTES:
1. BASE OF GABION WALLS SHALL BE EMBEDDED 2'-6" (MIN) BELOW STREAM BED TO PREVENT SCOUR.
2. SHEET PILE TYPE AND INSTALLATION DEPTH TO BE DETERMINED BY CONTRACTORS SHEET PILE DESIGNER.
3. SHEET PILING TO BE REMOVED UPON COMPLETION OF GABION WALL CONSTRUCTION.
4. CONTRACTOR SHALL FIELD VERIFY EXISTING GRADE ELEVATIONS FOR GABION WALL PRIOR TO
FABRICATION AND INSTALLATION OF GABION WALL.
SHEET PILING BY
CONTRACTOR, TYP
EXPOSED VERTICAL
FACE OF GABION WALL
REPAIR END OF
WALL OF CULVERT
PER DETAIL 1/C-004
EXISTING WING
WALL TO REMAIN
PARTIAL PLAN
SCALE: 3/8"=1'-0"
EXISTING CULVERT
TO REMAIN
T.O.W
ALL
EL = 794.58
ST
EP
STEP
STEP
STEP
T.O.W
ALL
EL = 791.58
T.O.W
ALL
EL = 788.58
T.O.W
ALL
EL = 785.58
CULVERT INVERT
EL = 782.58
B.O.WALL ELEVATION (AT GRADE) IS
APPROXIMATELY (+/-) 780, SEE NOTE 4
SITE-SPECIFIC DESIGN CRITERIA:
A. DEAD LOADS: SELF-WEIGHT
B. LIVE SURCHARGE LOADS: 250 PSF (2 FT OF SOIL HEIGHT)
C. GROUND SNOW LOAD (Pg): 5 PSF
D. WIND LOADS: NOT APPLICABLE
E. SEISMIC LOADS: NOT REQUIRED PER IBC 2018 PARAGRAPH 1807.2.2
RISK CATEGORY: I
SITE CLASS: D (DEFAULT)
IMPORTANCE FACTOR: 1.0
SS: 0.165 g S1: 0.081 g SDS: 0.176 g SD1: 0.130 g
SEISMIC DESIGN CATEGORY: B
F. GEOTECHNICAL INFORMATION:
PARTIALLY SATURATED UNIT WEIGHT: 125 PCF
EFFECTIVE UNIT WEIGHT: 63 PCF
INTERNAL FRICTION ANGLE (FOUNDATION SOILS): 30 DEGREES
INTERNAL FRICTION ANGLE (RETAINED SOILS): 28 DEGREES
COHESION: DESIGN FOR ZERO LONG-TERM COHESION
ALLOWABLE BEARING PRESSURE: 2,000 PSF
DESIGN FLOOD ELEVATION: 786 (100-YR FLOOD)
MINIMUM FACTOR OF SAFETY, SLIDING: 1.5
MINIMUM FACTOR OF SAFETY, OVERTURNING: 1.5
MINIMUM FACTOR OF SAFETY, BUOYANCY: 1.1
WALT STEPHENS ROAD -
PARTIAL SITE PLAN
AutoCAD SHX Text
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REV
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DATE
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CURRENT REVISION:
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DWG NO:
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CHK BY: AH
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DESIGNED BY: ADS
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PROJECT NO.
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DRAWN BY: JAS
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SCALE:
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%%U PROPRIETARY INFORMATION
AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF RIVER TO TAP INC. AND FURNISHED WITH THE UNDERSTANDING THAT THE INFORMATION HEREIN WILL BE HELD IN CONFIDENCE AND WILL NOT BE DUPLICATED, USED, OR DISCLOSED EITHER IN WHOLE OR PART WITHOUT THE WRITTEN PERMISSION OF RIVER TO TAP INC.
AutoCAD SHX Text c 2024 R2T INC.
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AS NOTED
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RT-SW-22-08
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SEPTEMBER 2024
AutoCAD SHX Text C-004
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INITIAL ISSUE
AutoCAD SHX Text No. PE042120 PE042120 PE042120 PROFESSIONAL
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AutoCAD SHX Text 9/4/24
AutoCAD SHX Text
RO
CK
C
UT
R O
AD
8'X7' RCBC
8'X7' RCBC
N/F
ROCK CUT RD
DAVID CHARLES & MARTHA
ANN PRESSLEY
PAR ID# 12240B B027
N/F
1466 ROCK CUT RD
WILLOW PARK APARTMENTS GA LLC
PAR ID# 12240B B029
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M M
CO
M
M
CO
M M
CO
M
M
CO
M
M
W
W
W
W
W
W
W
PROPERTY LINE
CO
NC
RE
TE
S
ID
EW
AL
K
RIVER EDGE
100-YEAR FEMA
FLOODPLAIN
CULVERT INV.
847.2
CONLEY CREEK
EDGE OF
PAVEMENT
EXISTING GUARDRAIL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
EXISTING FENCE
15" DIP
24" PVC
8" VCP
8" V
CP
8" V
CP
24" PVC
24" PVC
12" VCP 15" RCP
V C P
CONLEY CREEK
CCWA PUMP STATION
(DECOMMISSIONED)
EXISTING CHAIN LINK FENCE
CONCRETE SIDEWALK
ASPHALT PARKING LOT
8" V
CP
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
( IN FEET )
GRAPHIC SCALE
1 inch = 10 ft.
10 2010
ROCK CUT ROAD -
EXISTING CONDITIONS
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
DEMOLISH AND REMOVE COLLAPSED
WINGWALL AND FOUNDATION.
CUT REBAR AND PREPARE EXISTING
CONCRETE SURFACE AT FAILED CONNECTION
AND TRANSITION TO WINGWALL AND FOUNDATION.
ROCK CUT ROAD -
DEMOLITION PLAN
RO
CK
C
UT
R O
AD
8'X7' RCBC
8'X7' RCBC
N/F
ROCK CUT RD
DAVID CHARLES & MARTHA
ANN PRESSLEY
PAR ID# 12240B B027
N/F
1466 ROCK CUT RD
WILLOW PARK APARTMENTS GA LLC
PAR ID# 12240B B029
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M M
CO
M
M
CO
M M
CO
M
M
CO
M
M
W
W
W
W
W
W
W
PROPERTY LINE
CO
NC
RE
TE
S
ID
EW
AL
K
RIVER EDGE
100-YEAR FEMA
FLOODPLAIN
CULVERT INV.
847.2
CONLEY CREEK
EDGE OF
PAVEMENT
EXISTING GUARDRAIL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
EXISTING FENCE
15" DIP
24" PVC
8" VCP
8" V
CP
8" V
CP
24" PVC
24" PVC
12" VCP 15" RCP
V C P
CONLEY CREEK
CCWA PUMP STATION
(DECOMMISSIONED)
EXISTING CHAIN LINK FENCE
CONCRETE SIDEWALK
ASPHALT PARKING LOT
8" V
CP
SHEET PILE
LIMITS (TYP.)
EMBEDDED GABION
WALL (TYP.)
EXPOSED GABION
WALL FACE (TYP.)
PROPOSED GUARDRAIL
GDOT STD 4380, 4381
PROPOSED GUARDRAIL APPROACH
ANCHOR TYPE 12
GDOT STD 4384
PROPOSED GUARDRAIL
ANCHOR TYPE 1
GDOT STD 4383
PROPOSED 6' CHAINLINK FENCE
GDOT STD 9031N
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
( IN FEET )
GRAPHIC SCALE
1 inch = 10 ft.
10 2010
NOTES:
1. CONTRACTOR TO COORDINATE WITH
CLAYTON COUNTY TRANSPORTATION AND
DEVELOPMENT DEPARTMENT AND CITY OF
FOREST PARK AS REQUIRED TO OBTAIN
LANE CLOSURE PERMIT FOR
CONSTRUCTION.
2. DEWATERING WILL BE NECESSARY FOR
THE DURATION OF CONSTRUCTION.
3. CONTRACTOR TO EXCAVATE AND USE
SELECT FILL TO PREPARE FOUNDATION
FOR GABION WALLS.
4. MINIMUM EMBEDMENT IS 2.5'.
TOP: EL 856.2
BOTTOM (CULVERT INVERT):
EL 847.2
STONE DUMPED RIP RAP
TYPE 1, 24 IN.
ROCK CUT ROAD - GRADING &
DRAINAGE PLAN
8'X7' RCBC
RO
CK
C
UT
R O
AD
120°
120°
GB1
D-007
18'-0"
18'-0"
GB
1 D-
1'-0"
(MIN)
1'-0"
(MIN)
1'-0"
(MIN)
1'-0"
(MIN)
C-008
6'-0" 6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
1'-2"
2'-6" (MIN)
BELOW GRAD
+/-1'-2"
(FIELD VERIFY)
#5@12" CORNER BAR
#5@12" W/ STD
ACI HOOKS
BACKFILL UNDERCUT
SOILS W/ FLOWABLE
CONC FILL OR EQUAL
#5@12", TYP EA FACE
DOWEL INTO EXIST
CULVERT SLAB W/ 12" MIN
ADHESIVE EMBED, TYP
DEPTH AS REQ
(FIELD VERIFY)
SECTION
3/4"=1'-0"
C-008
T.O.STREAM BED
#5@12" DOWEL BARS W/
12" ADHESIVE EMBED INTO
EXIST CONC, TYP EA FACE
EXIST CONC WALL, CHIP
AND CLEAN EXIST SURFACE
FREE OF ALL LOOSE CONC
AND DEBRIS, TYP
#4 U-BARS @ 12" W/
STD ACI LEGS, TYP
#5 VERT BARS, DOWEL
INTO TOP & BOT SLABS W/
12" ADHESIVE EMBED INTO
EXIST CONC, (4) BARS MIN
1'-0"
MIN
MATCH
EXIST
DETAIL
NOT TO SCALE
C-008
EDGE OF CONC TO BE FLUSH
W/ EDGE OF GABION WALL
EDGE OF GABION
WALL, TYP
EXTEND HORIZ DOWELS
AS REQ, ADD VERT BAR
AT END AS REQ, TYP
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
EMBEDDED GABION
BLOCK LIMITS
(SEE DWG GAB1/GAB2)
NOTES:
1. BASE OF GABION WALLS SHALL
BE EMBEDDED 2'-6" (MIN) BELOW
STREAM BED TO PREVENT SCOUR.
2. SHEET PILE TYPE AND
INSTALLATION DEPTH TO BE
DETERMINED BY CONTRACTORS
SHEET PILE DESIGNER.
3. SHEET PILING TO BE REMOVED
UPON COMPLETION OF GABION
WALL CONSTRUCTION.
4. CONTRACTOR SHALL FIELD
VERIFY EXISTING GRADE
ELEVATIONS FOR GABION WALLS
PRIOR TO FABRICATION AND
INSTALLATION OF GABION
WALLS.
SHEET PILING BY
CONTRACTOR, TYP
EXPOSED VERTICAL
FACE OF GABION WALL
PARTIAL PLAN
SCALE: 1/4"=1'-0"
EMBEDDED GABION
BLOCK LIMITS
(SEE DWG GAB1/GAB2)
EXPOSED VERTICAL
FACE OF GABION WALL
SHEET PILING BY
CONTRACTOR, TYP
REPAIR END OF
WALL OF CULVERT
PER DETAIL 2/C-008
REPAIR END OF
WALL OF CULVERT
PER DETAIL 2/C-008
EXISTING CULVERT
TO REMAIN
T.O.WALL
EL = 856.2
T.O.WALL
EL = 853.2
T.O.WALL
EL = 850.2
T.O.W
ALL
EL = 856.2
T.O.W
ALL
EL = 853.2
T.O.W
ALL
EL = 850.2
STEP
STEP
ST
EP ST
EP
CU
LV
ER
T
IN
VE
RT
EL
.2
B.O.WALL ELEVATION (AT GRADE) IS
APPROXIMATELY (+/-) 844, SEE NOTE 4
B.O.WALL ELEVATION (AT GRADE) IS
APPROXIMATELY (+/-) 844, SEE NOTE 4
SITE-SPECIFIC DESIGN CRITERIA:
A. DEAD LOADS: SELF-WEIGHT
B. LIVE SURCHARGE LOADS: 250 PSF (2 FT OF SOIL HEIGHT)
C. GROUND SNOW LOAD (Pg): 5 PSF
D. WIND LOADS: NOT APPLICABLE
E. SEISMIC LOADS: NOT REQUIRED PER IBC 2018 PARAGRAPH 1807.2.2
RISK CATEGORY: I
SITE CLASS: D (DEFAULT)
IMPORTANCE FACTOR: 1.0
SS: 0.173 g S1: 0.083 g SDS: 0.184 g SD1: 0.133 g
SEISMIC DESIGN CATEGORY: B
F. GEOTECHNICAL INFORMATION:
PARTIALLY SATURATED UNIT WEIGHT: 125 PCF
EFFECTIVE UNIT WEIGHT: 63 PCF
INTERNAL FRICTION ANGLE (FOUNDATION SOILS): 30 DEGREES
INTERNAL FRICTION ANGLE (RETAINED SOILS): 28 DEGREES
COHESION: DESIGN FOR ZERO LONG-TERM COHESION
ALLOWABLE BEARING PRESSURE: 2,000 PSF
DESIGN FLOOD ELEVATION: 849 FT (100-YR FLOOD)
MINIMUM FACTOR OF SAFETY, SLIDING: 1.5
MINIMUM FACTOR OF SAFETY, OVERTURNING: 1.5
MINIMUM FACTOR OF SAFETY, BUOYANCY: 1.1
ROCK CUT ROAD -
PARTIAL SITE PLAN
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DESIGNED BY: ADS
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DRAWN BY: JAS
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%%U PROPRIETARY INFORMATION
AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF RIVER TO TAP INC. AND FURNISHED WITH THE UNDERSTANDING THAT THE INFORMATION HEREIN WILL BE HELD IN CONFIDENCE AND WILL NOT BE DUPLICATED, USED, OR DISCLOSED EITHER IN WHOLE OR PART WITHOUT THE WRITTEN PERMISSION OF RIVER TO TAP INC.
AutoCAD SHX Text c 2024 R2T INC.
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
RT-SW-22-08
AutoCAD SHX Text
SEPTEMBER 2024
AutoCAD SHX Text C-008
AutoCAD SHX Text
AutoCAD SHX Text 09/03/24
AutoCAD SHX Text
INITIAL ISSUE
AutoCAD SHX Text No. PE042120 PE042120 PE042120 PROFESSIONAL
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AutoCAD SHX Text 9/4/24
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
CIVIL DETAILS
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
2'-6" MIN.
CIVIL DETAILS
AutoCAD SHX Text
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SHEET TITLE:
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ISSUED:
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SHEET OF 37
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CURRENT REVISION:
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DWG NO:
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CHK BY: AH
AutoCAD SHX Text
DESIGNED BY: ADS
AutoCAD SHX Text
PROJECT NO.
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DRAWN BY: JAS
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PROJECT:
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CLIENT:
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STAMP:
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SCALE:
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%%U PROPRIETARY INFORMATION
AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF RIVER TO TAP INC. AND FURNISHED WITH THE UNDERSTANDING THAT THE INFORMATION HEREIN WILL BE HELD IN CONFIDENCE AND WILL NOT BE DUPLICATED, USED, OR DISCLOSED EITHER IN WHOLE OR PART WITHOUT THE WRITTEN PERMISSION OF RIVER TO TAP INC.
AutoCAD SHX Text c 2024 R2T INC.
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
RT-SW-22-08
AutoCAD SHX Text
SEPTEMBER 2024
AutoCAD SHX Text D-007
AutoCAD SHX Text
AutoCAD SHX Text 09/03/24
AutoCAD SHX Text
INITIAL ISSUE
AutoCAD SHX Text
AutoCAD SHX Text No. PE042120 PE042120 PE042120 PROFESSIONAL
AutoCAD SHX Text R
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AutoCAD SHX Text G
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9/4/24
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
AUSTIN ENGLISH
CLARISSA MOBLEY
PAR ID# 12013C A008
COMM COMM
COMM
COMM
COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
W W
W W
W W W W W W
WALT STEPHENS RD.
25'
25'
25'
25'
25'
25'
25'
10'X9' RCBC
RUM CREEK (TRIB. #4)
25' STATE BUFFER
100 YEAR FEMA
FLOODPLAIN
WRESTED
VEGETATION
PROPERTY LINE
CULVERT INV.
782.58
EDGE OF
PAVEMENT
16" DIP
N/F
3150 LAKE JODECO RD
LAKE SPIVEY CIVIC ASSOC INC
PAR ID# 06007C A006
N/F
2237 WALT STEPHENS RD
WALLACE REUBEN A
SARA W
PAR ID# 12013C A001
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LODLODLODLODLODLODLODLODLODLOD
LO
D
LO
D
LODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
24 25
X
X
X XX
X
XX
X
XX
X XXX X X XXX 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
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
( IN FEET )
GRAPHIC SCALE
1 inch = 10 ft.
10 2010
LEGEND
TREE LOCATION
TREE CRZ
IMPACTED AREA
REMOVE TREE
LOD
NOTE
ALL TREES WITH TRUNKS LOCATED WITHIN LOD OR WITH
CRZ IMPACT GREATER THAN 30% TO BE REMOVED
X TREE SAVE FENCING
TREE PLAN
8'X7' RCBC
8'X7' RCBC
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
COMM
COMM
COMM
COMM
COMM
COMM
COMM
W
W
W
W
W
CO
NLEY CREEK
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
X
X
XX
X X
X X
XX
XXX
X X
X X
XXX
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
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
TREE LOCATION
TREE CRZ
LOD
( IN FEET )
GRAPHIC SCALE
1 inch = 10 ft.
10 2010
LEGEND
IMPACTED AREA
REMOVE TREE
NOTE
ALL TREES WITH TRUNKS LOCATED WITHIN LOD OR WITH
CRZ IMPACT GREATER THAN 30% TO BE REMOVED
X TREE SAVE FENCING
ROCK CUT ROAD - TREE PLAN
PROJECT DESCRIPTION:
WALT STEPHENS ROAD BOX CULVERT HAS FAILED WINGWALLS, WHICH ARE BEING REPLACED WITH GABION WINGWALLS. GENTLE SLOPES LEAD TO THE CULVERTS, AND STEEPER SLOPES LEAD DOWN
TO THE BANKS OF THE CREEKS ASSOCIATED WITH THE CULVERTS. TREES WILL NEED TO BE
REMOVED FROM THE SITE. CONSTRUCTION CONSISTS OF EXCAVATION, PLACING THE GABION
WALLS, AND FILLING THE SLOPES TO RETURN THE SITE TO EXISTING CONDITIONS.
DESCRIPTION
Q2 Q3Q1
INSTALLATION OF INITIAL
SEDIMENT STORAGE AND
PERIMETER BMPs
(WEEKS AFTER BEGINNING CONSTRUCTION)
CLEARING AND GRADING
GRADING ACTIVITIES FOR ROAD &
STRUCTURE PADS (IF REQUIRED)
TEMPORARY GRASSING AND
STRAW
INSTALLATION OF SECONDARY
BMPs
STRUCTURE INSTALLATION
PERMANENT GRASSING
BMPs MAINTENANCE
REMOVAL OF BMPs **
ANTICIPATED BEGINNING OF CONSTRUCTION: 2025 SPRING
SCHEDULE OF MAJOR ACTIVITIES
1 2 3 4 5 6
THIS SCHEDULE MAY VARY ACCORDING TO THE CONTRACTOR, HOWEVER THE SEQUENCE OF EVENTS SHOULD NOT BE ALTERED. MORE SPECIFICALLY, THE SEQUENCE OF SEDIMENT AND EROSION CONTROL AND GRASSING SCHEDULES.
*SEDIMENT AND EROSION CONTROL MEASURES TO BE INSPECTED DAILY. MAINTAIN BMP'S THROUGHOUT LAND DISTURBING
ACTIVITIES.
**AFTER FINAL STABILIZATION
WALT STEPHENS AND
ROCK CUT ROAD
CULVERT REHABILITATION
PROJECT
580 W. CROSSVILLE ROAD
SUITE 101 - 102
ROSWELL, GA 30075
(770) 569-7038
FAX: (770) 594-7477
WWW.R2TINC.COM
GEORGIA COA
R2T, INC.
LICENSE NO. PEF004653
EXPIRATION DATE: 6/30/2025
RIVER TO TAP
GE
ORGIA
PROFESSIONAL
No.033633
RE
GISTERED
ENGINEER
ALTARRAL HAGEN, II
ADDITIONAL INFORMATION:
1. CONSTRUCTION EXIT LOCATED AT:
* N1280563.901, E2250074.384
2. NO POST CONSTRUCTION MEASURES OR BMPS WILL BE USED TO REDUCE POLLUTANTS IN
STORM WATER DISCHARGE BECAUSE THE SITES WILL BE RETURNED TO PRE CONSTRUCTION
CONDITIONS.
1. SHADED AREAS SHOWN ON GRADING PHASE EROSION CONTROL PLANS REPRESENT CRITICAL
WORK ZONES. AT THE END OF EACH WORK DAY ALL SLOPES 2:1 OR STEEPER AND HIGHER THAN
5 FEET SHALL RECEIVE SURFACE ROUGHENING, POLYMERS, AND EROSION CONTROL MATTING.
ADDITIONALLY, ALL FILL SLOPES SHALL RECEIVE A DIVERSION DIKE AND TEMPORARY DOWN
DRAINS ALONG THE TOP OF THE SLOPE PREVENTING DRAINAGE SPILLING OVER THE EDGE AND
DOWN THE FACE OF THE SLOPE. THE TEMPORARY DOWN DRAINS SHALL BE CONSTRUCTED WITH
PERFORATED STAND PIPES AT THE TOP OF THE SLOPE AND RECONSTRUCTED EACH DAY AS THE
SLOPE INCREASES IN HEIGHT. (NO CRITICAL AREAS EXIST ON THIS SITE)
2. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY
OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
3. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF
EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND-DISTURBING
ACTIVITIES.
4. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION
OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT
THE SEDIMENT SOURCE, OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR.
5. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE
STABILIZED WITH MULCH OR TEMPORARY SEEDING.
CRITICAL WORKZONE EROSION CONTROL NOTES:
1. RECEIVING WATERS FOR THIS PROJECT ARE CALIBER CLIFFS CREEK.
2. WETLANDS AREAS DO NOT EXIST IN THE PROPOSED DISTURBED AREAS.
3. WETLANDS WERE NOT FOUND IN THE PROJECT AREA. STATE WATERS ARE WITHIN 200' OF THE PROJECT AREA.
4. APPENDIX 1: THE PROPERTY DOES NOT LIE WITHIN A ONE-MILE RADIUS OF AN IMPAIRED STREAM, PER THE
GSWCC 2014 INTEGRATED 305(b)/303(d) LIST DOCUMENTS(APPROVED). ADDITIONAL BMP'S ARE NOT REQUIRED
FOR PROJECT. ONLINE GSWCC RESOURCES WERE USED FOR CONFIRMATION.
5. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN 25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST
ACQUIRING THE NECESSARY VARIANCES AND PERMITS.
6. STATE WATERS AND REQUIRED BUFFERS ARE ON-SITE.
7. THERE ARE BUFFER ENCROACHMENTS. THERE IS VARIANCE REQUIRED.
8. THIS PROJECT DOES NOT USE ALTERNATIVE BMPS FOR APPLICATION TO THE EQUIVALENT BMP LIST. PLEASE
REFER TO APPENDIX A-2 OF THE MANUAL FOR EROSION & SEDIMENT CONTROL IN GA 2017 EDITION.
WATER/WETLANDS
1. ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL, STATE, AND/OR FEDERAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. THE JOB SITE SUPERINTENDENT, WHO WILL ALSO BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED, WILL INSTRUCT SITE PERSONNEL IN THESE PRACTICES. MATERIAL SAFETY DATA SHEETS (MSDS's) FOR EACH SUBSTANCE WITH HAZARDOUS PROPERTIES THAT IS USED ON THE JOB SITE WILL BE OBTAINED AND USED FOR THE PROPER MANAGEMENT OF POTENTIAL WASTES THAT MAY RESULT FROM THESE PRODUCTS. A MSDS WILL BE POSTED IN THE IMMEDIATE AREA WHERE SUCH PRODUCT IS STORED AND/OR USED AND ANOTHER COPY OF EACH MSDS WILL BE MAINTAINED IN THE ESPCP FILE AT THE JOB SITE CONSTRUCTION TRAILER OFFICE. EACH EMPLOYEE WHO MUST HANDLE A SUBSTANCE WITH HAZARDOUS PROPERTIES WILL BE INSTRUCTED ON THE USE OF MSDS SHEETS AND THE SPECIFIC INFORMATION IN THE APPLICABLE MSDS FOR THE PRODUCT HE/SHE IS USING, PARTICULARLY REGARDING SPILL CONTROL TECHNIQUES.
2. THE CONTRACTOR WILL IMPLEMENT THE SPILL PREVENTION CONTROL AND COUNTERMEASURES (SPCC) PLAN FOUND WITHIN THE ESPCP AND WILL TRAIN ALL PERSONNEL IN THE PROPER CLEANUP AND HANDLING OF SPILLED MATERIALS. MO SPILLED HAZARDOUS MATERIALS OR HAZARDOUS WASTES WILL BE ALLOWED TO COME IN CONTACT WITH STORMWATER DISCHARGES. IF SUCH CONTACT OCCURS, THE STORMWATER DISCHARGE WILL BE CONTAINED ON SITE UNTIL APPROPRIATE MEASURES IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE TAKEN TO DISPOSE OF SUCH CONTAMINATED STORMWATER. IT SHALL BE THE RESPONSIBILITY OF THE JOB
SITE SUPERINTENDENT TO PROPERLY TRAIN ALL PERSONNEL IN THE USE OF THE SPCC PLAN.
HAZARDOUS WASTES
1. A MINIMUM OF ONE PORTABLE SANITARY UNIT WILL BE PROVIDED FOR EVERY TEN (10) WORKERS ON THE SITE.
ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONE TIME PER WEEK BY A LICENSED PORTABLE FACILITY PROVIDER IN COMPLETE COMPLIANCE WITH LOCAL AND STATE REGULATIONS.
2. ALL SANITARY WASTE UNITS WILL BE LOCATED IN AN AREA WHERE THE LIKELIHOOD OF THE UNIT CONTRIBUTING TO STORMWATER DISCHARGE IS NEGLIGIBLE. ADDITIONAL CONTAINMENT BMP's MUST BE IMPLEMENTED, SUCH AS GRAVEL BAGS OR SPECIALLY DESIGNED PLASTIC SKID CONTAINERS AROUND THE BASE, TO PREVENT WASTES FROM CONTRIBUTING TO STORMWATER…
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