Attachment__2-_FA4418-17-R-0005_Drawings_for_FA4418-17-R-0005,_Repair_Various_Sewer_Lift_Stations_dated_July_2016.pdf
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- Attached to
- Repair Sewer Lift Stations
- Solicitation number
- FA4418-17-R-0005
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Attachment #2- FA4418-17-R-0005 Drawings for FA4418-17-R-0005, Repair Various Sewer Lift Stations dated July 2016
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GI-001
REPAIR SEWER LIFT STATIONS
958, 1683, 1684, 3678, T-2
JOINT BASE CHARLESTON - WEAPONS STATION
SOUTH CAROLINA
ATRIAX, PLLC
Attachment # 2 FA4418-17-R-0005
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OF
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PROJECT NO.
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DEPARTMENT OF THE AIR FORCE
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AIR MOBILITY COMMAND
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FOR JOINT BASE CHARLESTON
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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962
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DKGV 12-2243
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JOINT BASE CHARLESTON
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CHARLESTON, SOUTH CAROLINA
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REPAIR SEWER LIFT STATIONS
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DKGV 12-2243
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ATRIAX, PLLC
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AutoCAD SHX Text DEDUCTIVE ALTERNATE: ALTERNATE BID ITEM #1 DEDUCT: CONTRACTOR SHALL PERFORM ALL WORK AS DESCRIBED IN BASE BID EXCEPT DELETE THE COST OF THE NEW GENERATOR AT LIFT STATION T-2. PROVIDE A TEMPORARY GENERATOR CONNECTOR SIMILAR TO KEYED NOTE #3 - E401.
GI-002
SHEET INDEX
CHARLESTON - NWS
JOINT BASE
GEORGETOWN
BEACH
FLORENCE
COLUMBIA
SOUTH CAROLINA
SUMTER
GREENVILLE
SPARTANBURG
GEORGIA
SAVANNAH
AUGUSTA
NORTH CAROLINA
WILMINGTON
SCALE (MILES)
GI-001
CHARLESTON
MYRTLE
ORANGEBURG
AT
LA
NT
IC
O
CE
AN
NORTH
JBC
SOUTH CAROLINA
GOOSE CREEK, SC
CHARLOTTE
COVERSHEET
HE
NR
Y
BR
OW
N
BL
VD
CO
OP
ER
R
IVE
R
CO
OP
ER
R
IV
ERHWY 78
INTERSTATE 26
UNIV. BLVD
HW
Y 78
LIBERTY HALL RD
HW
Y 52
RED BANK RD
WILKINS
ON WA
Y
WEAPONS
STATION
BUSHY PARK RD
RED BANK RD
N RHETT AVE
STATION
#1683
STATION
#958
PERI
METE
R RD
STATION #1684
STATION T-2
JBC
STATION #3678
GI-002
GI-003
VICINITY MAP AND INDEX OF DRAWINGS
GENERAL NOTES, SYMBOLS AND LEGENDS
C-101
CIVIL SITE PLAN - LS 958
EXISTING CONDITIONS - CIVIL
C-201
DEMOLITION - LS 958
C-301
PROPOSED WORK - LS 958CIVIL SITE PLAN - LS 1683
DEMOLITION - CIVIL
CD-101
DEMOLITION - LS 1683CD-201
PROPOSED WORK - LS 1683
CU-101
CIVIL SITE PLAN - LS 1684
SITE PLAN - CIVIL
CU-201
DEMOLITION - LS 1684
CU-301 PROPOSED WORK - LS 1684
PROPOSED WORK - CIVIL
CIVIL SITE PLAN - LS T-2
DEMOLITION - LS T-2
CS-501
PROPOSED WORK - LS T-2
E-001
ELECTRICAL - GENERAL NOTES
ELECTRICAL
CIVIL SITE PLAN - LS 3678
DEMOLITION - LS 3678
PROPOSED WORK - LS 3678
NEW SITE PLAN - LS T-2
UGC UGC UGC UGC UGC
UGE UGE UGE UGE UGE
WTR WTR WTR WTR WTR
GAS GAS GAS GAS GAS
SS SS SS SS SS
C-401
C-501
CD-301
CD-401
CD-501
CU-401
CU-501
E-101 ELECTRICAL PLAN - LS 958
E-201
E-301
E-401
E-501
ELECTRICAL PLAN - LS 1683
ELECTRICAL PLAN - LS 1684
ELECTRICAL PLAN - LS 3678
ELECTRICAL PLAN - LS T-2
SITE DETAILS - CIVIL
SITE DETAILSCS-502
SITE DETAILS
EROSION CONTROL DETAILSCS-504
CS-501A
14A
PROFILES - LS T-2
CS-503
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VICINITY MAP AND INDEX
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A/E SEAL
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DRAWING REVISIONS
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DATE
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APPR'D
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PROJECT NO.
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DEPARTMENT OF THE AIR FORCE
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AIR MOBILITY COMMAND
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FOR JOINT BASE CHARLESTON
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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962
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JOINT BASE CHARLESTON
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NUMBER
AutoCAD SHX Text PROPERTY LINE w/CORNER FOUND AS DESCRIBED
AutoCAD SHX Text PROPERTY LINE w/ 3/4" REBAR SET
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RIGHT-OF-WAY LINE
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CENTER LINE
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EASEMENT LINE
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UNDERGROUND SEWER LINE
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UNDERGROUND COMMUNICATION LINE
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%%U LINETYPE AND SYMBOL LEGEND
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UNDERGROUND POWER LINE
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UNDERGROUND WATER LINE
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UNDERGROUND GAS LINE
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ADJACENT PROPERTY LINE
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APPROXIMATE FLOOD LINE
STREET SIGN
GI-003
EROSION AND SEDIMENT CONTROL NOTES:
1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH
SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO
INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE
NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE
SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN
NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED
BELOW.
· WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND
CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.
· WHERE CONSTRUCTION ACTIVITY ON A PORTION ON THE SITE IS TEMPORARILY CEASED, AND
EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITH 14 DAYS, TEMPORARY STABILIZATION
MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR
WEEK AND AFTER EVERY RAIN EVENT. IF PERIODIC INSPECTION OR OTHER INFORMATION
INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED, THE
PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO
CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.
4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL
SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED,
GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS
ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT
BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED
AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL
TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE, THE
SITE IS STABILIZED, AND UPON APPROVAL OF COR AND ENVIRONMENTAL REPRESENTATIVE.
6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO
PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE
CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
7. TEMPORARY DIVERSION BERMS AND/OR DITCHES MAY BE REQUIRED AS NEEDED DURING
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT
SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
8. ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE
CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS
WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WoS.
A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL
WoS..
9. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT
POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND
CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED
FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
10. STABILIZATION OF CONVEYANCE CHANNELS (SWALES) IS TO BE COMPLETED WITHIN 7 DAYS OF
CHANNEL CONSTRUCTION.
A
A.D.
AREA DRAIN
A.F.F.
ABOVE FINISH FLOOR
ALT.
ALTERNATE
ALUM.
ALUMINUM
AMP.,A
AMPERES
A.O. ACCESS OPENING
APPROX.
APPROXIMATELY
A.B. ANCHOR BOLT
BAL. BALANCE
BD. BOARD
BLDG. BUILDING
BLK. BLOCK
BM. BEAM
BOT. BOTTOM
BRG. BEARING
B.T.U.H. BRITISH THERMO UNIT/HR.
CAP. CAPACITY
C/B CIRCUIT BREAKER
CEM. CEMENT
CER. CERAMIC
C.F.M. CUBIC FEET/MINUTE
CIRC. CIRCULATING
C.J. CONTROL JOINT
CKT. CIRCUIT
C.L. CENTER LINE
C.M.U. CONCRETE MASONRY UNIT
C.O. CLEAN OUT
CONC. CONCRETE
COND.
CONN. CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
CONT'R. CONTRACTOR
CONTR. JT. CONTRACTION JOINT
C.T. CERAMIC TILE
C.T.B. CERAMIC TILE BASE
C. TO C. CENTER TO CENTER
CU. FT.,CF. CUBIC FEET
DET. DETAIL
DIA. DIAMETER
DIM. DIMENSION
DISC. DISCONNECT
DN. DOWN
DWG. (S) DRAWING (S)
EA. EACH
E.C. EMPTY CONDUIT
EL., ELEV. ELEVATION
ELEC. ELECTRIC
EQUIP. EQUIPMENT
E.W.C. ELECTRIC WATER COOLER
EXP. JT. EXPANSION JOINT
EXIST. EXISTING
F.C. FLEXIBLE CONNECTION
FIN. FINISH
FT. FOOT - FEET
FTG. FOOTING
FDN.
FOUNDATION
GA. GAGE
GAL. GALLON
GALV. GALVANIZED
G.F.E. GOVERNMENT FURNISHED EQUIPMENT
GND. GROUND
GOV'T GOVERNMENT
G.P.H. GALLONS/HOUR
G.P.M. GALLONS/MINUTE
H. HIGH
H.B. HOSE BIBB
HT. HEIGHT
H.P. HORSE POWER
HR. HOUR
HW., HDWE. HARDWARE
HYD. HYDRANT
HORIZ. HORIZONTAL
I.D. INSIDE DIAMETER
I.E. INVERT
IN. INCHES
INCAND. INCANDESCENT
J.B. JUNCTION BOX
JCT. JUNCTION
JT. JOINT
KVA KILOVOLT AMPERE
KW. KILOWATT
LB. POUND
LG. LONG
M. MOTOR
MAINTENANCEMAINT.
MAX. MAXIMUM
M.D.P. MAIN DISTRIBUTION PANEL
MECH. MECHANICAL
MTL. METAL
MIN. MINIMUM
MISC. MISCELLANEOUS
M.O. MASONRY OPENING
MTD. MOUNTED
MTG.
MOUNTING
M.V. MECHANICAL VENTILATION
N.A. NOT APPLICABLE
N.I.C. NOT IN CONTRACT
NO., # NUMBER
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O.H. OVERHEAD
OL. OVERLOAD
OPNG. OPENING
OPP. OPPOSITE
O.S.D. OPEN SIGHT DRAIN
PART'N. PARTITION
PER. PERIMETER
PL. PLATE
PLBG. PLUMBING
PLYD. PLYWOOD
PNL. PANEL
PRESS. PRESSURE
PSF POUNDS / SQUARE FOOT
PSI POUNDS / SQUARE INCH
PSIG POUNDS / SQUARE INCH GAGE
PT. POINT
PTD. PAINTED
QTR. QUARTER
QUAN. QUANTITY
R. RISER
RAD. RADIUS
RD. ROUND
RECIRC. RECIRCULATING
RECP. RECEPTACLE
REG. REGISTER
REINF. REINFORCING
REQ'D. REQUIRED
RET. RETURN
S. SUPPLY
SCH. SCHEDULE
SECT. SECTION
SERV. SERVICE
SHT. SHEET
S.J. SLIP JOINT
SPEC. SPECIFICATIONS
SQ. FT., SF SQUARE FEET
STL. STEEL
STOR. STORAGE
STRUC. STRUCTURAL
SUSP. SUSPENDED
SW. SWITCH
STD. STANDARD
THK. THICKNESS
TYP. TYPICAL
T.O.S. TOP OF STEEL
TR. TREAD
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U.O.N. UNLESS OTHERWISE NOTED
V. VOLT
VENT. VENTILATION
VERT. VERTICAL
W
W. WATT
W/ WITH
WD. WOOD
W.G.
WATER GAGE
WP. WEATHERPROOF
WTR. WATER
U
V
A.C.M.
ASBESTOS CONTAINING MATERIAL
R.P.M.
REVOLUTIONS / MINUTE
FR. FRAME
CONDENSATE
STANDARD ABBREVIATIONS
JBCA JOINT BASE CHARLESTON - AIR
CONSTRUCTION SEQUENCE
1. INSTALL EROSION CONTROL MEASURES.
2. INSTALL NEW WORK.
3. REMOVE EROSION CONTROL MEASURES AFTER SOIL IS STABILIZED AND ACCEPTED.
GENERAL CONSTRUCTION NOTES
1. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION BETWEEN NEWLY
GRADED AREAS WITH THE UNDISTURBED EXISTING GRADE.
2. CONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTING OFFICER
REPRESENTATIVE AND CONTRACTING OFFICER OF ANY DISCREPANCIES
FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION
DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS BEFORE
PROCEEDING.
3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE APPROPRIATE
AGENCIES FOR FIELD LOCATIONS OF ALL UNDERGROUND UTILITIES
BEFORE STARTING CONSTRUCTION.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN UTILITY
MARKINGS THROUGHOUT THE CONSTRUCTION PROCESS.
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO
CONSTRUCTION. CONTRACTOR TO CONTACT THE CONTRACTING
OFFICE IN THE EVENT THAT UTILITY LOCATIONS CANNOT BE VERIFIED
AND/OR A CONFLICT WITH THE LOCATION OF NEW FACILITIES.
5. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, UNLESS
SPECIFICALLY INDICATED OTHERWISE.
6. UNLESS OTHERWISE NOTED OR APPROVED BY JBC, ALL MATERIALS
SHALL BE MANUFACTURED IN THE UNITED STATES.
7. NO METRIC SIZED PIPE SHALL BE PERMITTED.
8. CONTRACTOR SHALL FIELD VERIFY EXISTING DEPTH, MATERIALS AND
LOCATIONS OF EXISTING UTILITIES PRIOR TO INSTALLATION OF DRAIN
LINES AND TRENCH DRAINS.
9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS CONSTRUCTED
RECORD DRAWINGS WHICH MEET ALL APPLICABLE UTILITY AND BASE
GIS REQUIREMENTS. THE CONTRACTING OFFICER SHALL BE PROVIDED
A COPY OF ALL RECORD DRAWING INFORMATION.
10. PRIOR TO BIDDING, COORDINATE WITH CONTRACTING OFFICER FOR
ACCESS PROCEDURES, SECURITY REQUIREMENTS, AND WORK HOURS.
11. DO NOT DAMAGE EXISTING LANDSCAPING. IF REMOVAL OF EXISTING
LANDSCAPING IS REQUIRED, NOTIFY CONTRACTING OFFICER BEFORE
REMOVAL FOR ACCEPTANCE. ALL DAMAGED AND REMOVED
LANDSCAPING, SHRUBS, AND PLANTS WILL BE REPLACED WITH SIMILAR
SPECIES, SIZE AND QUANTITY.
12. CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS NEEDED TO
PERFORM WORK NEEDED. CONTRACTOR TO HAVE UPDATED CONFINED
SPACE PERMIT TO BE ACCEPTED BY JOINT BASE CHARLESTON SAFETY
OFFICE BEFORE ENTERING ANY CONFINED SPACE (I.E. MANHOLE AND
WETWELL).
13. CONTRACTOR TO SUBMIT ALL UTILITY OUTAGES 28 CALENDAR DAYS IN
ADVANCE WITH ALTERNATE DAYS TO THE CONTRACTING OFFICER
REPRESENTATIVE.
S.S. SANITARY SEWER
PUMPS AND CONTROL PANEL
1. PUMPS AND ALL APPURTENANCES REQUIRED TO MAKE A
COMPLETE AND OPERATING SYSTEM SHALL BE FURNISHED AND
INSTALLED BY THE CONTRACTOR.
2. CONTROL PANEL, CONNECTION PANEL AND TRANSFER SWITCH
WITH LOUVERED ENCLOSURE ARE TO BE PROVIDED BY THE
CONTRACTOR.
3. ALL MOUNTING HARDWARE INSTALLED IN WET WELL AND VALVE
VAULT TO BE 304 STAINLESS STEEL.
PRE-CAST CONCRETE
1. WALL AND SLAB THICKNESS SHOWN ARE MINIMUM. MANUFACTURER
IS SOLELY RESPONSIBLE FOR STRUCTURAL DESIGN.
2. PRE-CAST UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM
C-478
3. LIFTING HOLES THROUGH THE STRUCTURE ARE NOT PERMITTED.
4. THE BITTOM SLAB SHALL BE CAST MONOLITHICALLY WITH THE
LOWER WALL SECTION.
5. ALL STRUCTURE SHALL BE DESIGNED TO SUPPORT A H-20 WHEEL
LOADING.
6. COMPLETE ENGINEERING AND PRODUCT DATA, SHALL BE
SUBMITTED.
PAINTING AND COATINGS
1. WETWELL INTERIOR: THE INTERIOR OF A NEW OR REHABILITATED
WET WELL SHALL BE COATED WITH A SPRAYABLE, HIGH BUILD,
MOISTURE TOLERANT, CHEMICAL RESISTANT EPOXY COATING
DESIGNED TO BE APPLIED ON DRY OR DAMP CONCRETE SURFACES
AND YIELDING A HARD DURABLE CHEMICAL RESISTANT FINISH TO A
pH OF 1.0, EPOXY COATING SHALL BE RAVEN 405, OR OTHER
APPROVED MATERIAL. APPLY MATERIAL USING A 30:0 OR 45:1 AIRLESS
SPRAYER TO A MINIMUM DRY THICKNESS OF125 MILS IN TWO COATS .
2. DUCTILE IRON PIPE AND FITTINGS: DIP EXTERIOR SURFACE SHALL BE
COATED WITH A 100% POLYAMINE EPOXY SPECIFICALLY DESIGN FOR
WASTEWATER IMMERSION AND LOW PERMEATION TO H2S GAS.
MATERIAL SHALL BE IN CONFORM WITH THE PRODUCT SPECIFICATION
SHEET, OR APPROVED EQUAL.
3. VALVES SHALL RECEIVE ONLY THE FINAL 5 MIL (DFT) COAT. SURFACE
PREPARATION, PRIMING AND APPLICATION SHALL BE IN ACCORDING
WITH THE MORE STRINGENT OF THE MANUFACTURER'S
RECOMMENDATION OR PROJECT SPECIFICATIONS.
CAST-IN-PLACE CONCRETE
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH
SOUTH CAROLINA BUILDING CODE, AMERICAN CONCRETE INSTITUTE
(ACI) 318 AND THE CONTRACT SPECIFICATION.
2. COMPLETE ENGINEERING AND PRODUCT DATA SHALL BE SUBMITTED
ON ALL ADMIXTURE, CURING COMPOUNDS, HARDENERS, SEALERS,
REINFORCING STEEL AND WATER STOPS IN ACCORDANCE WITH THE
SPECIFICATIONS.
3. REINFORCEMENT STEEL SHALL CONFORM TO THE REQUIREMENTS OF
ASTM A-615.
4. CONCRETE COVER FOR STEEL REINFORCEMENT SHALL BE AS
SPECIFIED ON ACI 318.
5. PIPES, INSERTS, AND OTHER METAL OBJECTS SHOWN SHALL BE BUILT
INTO, SET IN, OR ATTACHED TO THE CONCRETE. ALL REQUIRED HOLES
SHALL BE CAST AT TIME OF CONSTRUCTION.
6. ALL CAST-IN-PLACE CONCRETE SHALL BE ACCURATELY FORMED AND
PROPERLY PLACED AND FINISHED AS SHOWN ON THE DRAWINGS AND
SPECIFIED HEREIN.
7. CONCRETE SHALL BE EITHER CLASS A OR CLASS B, AS INDICATED ON
THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. IN GENERAL,
CLASS A CONCRETE SHALL BE USED FOR REINFORCED CONCRETE
CAST-IN-PLACE IN FORMS FOR SLABS, FOOTINGS, FOUNDATIONS,
MAINTENANCE ACCESS STRUCTURES AND SIMILAR REINFORCED
CONCRETE STRUCTURES COMING UNDER THE SCOPE OF ACI 318.
CLASS B CONCRETE SHALL BE PLAIN CONCRETE AND SHALL BE USED
FOR PIPE CRADLES, PIPE AND CONDUIT ENCASEMENT, BEDDING,
GRADE CORRECTION, ANCHORS, COLLARS, THRUST, BLOCKS, MASSIVE
SECTIONS AND OTHER NON-REINFORCED CONCRETE.
8. CONCRETE INGREDIENTS SHALL BE SELECTED, PROPORTIONED, AND
MIXED IN SUCH A MANNER AS WILL PRODUCE A WATERTIGHT DURABLE
CONCRETE THAT WILL DEVELOP THE FOLLOWING MINIMUM
COMPRESSIVE STRENGTHS AT AN AGE OF 28 DAYS WHEN SAMPLED,
CURED AND TESTED IN ACCORDANCE WITH THE PROCEDURES
SPECIFIED IN ASTM C 31 AND C 39:
CLASS OF
CONCRETE
A
B
AGE
28 DAYS
28 DAYS
AVERAGE OF 3
CONSECUTIVE
SPECIMENS
4,000 PSI
3,000 PSI
MINIMUM ANY
ONE SPECIMEN
3,500 PSI
2,500 PSI
ACCESS HATCH
1. EACH HATCH SHALL BE DESIGNED ACCORDING TO THE OPENING SHOWN ON THE DRAWINGS. THE
ALUMINUM ACCESS FRAMES SHALL BE MANUFACTURED FROM 1/4 -INCH THICK, EXTRUDED 6063-T5
ALUMINUM.
2. THE FRAME SHALL BE DRAINABLE WITH A 1 1/2-INCH THREADED DRAIN COUPLING LOCATED ON
CORNER FRAME.
3. THE DOOR PANELS SHALL CLOSE FLUSH AND SHALL BE 1/4-INCH THICK 5086-H34 ALUMINUM
DIAMOND PLATE REINFORCED FOR AASHTO H-20-44 WHEEL LOADS.
4. THE DOORS SHALL HAVE HEAVY DUTY STAINLESS STEEL BUTT HINGES WITH TAMPER-PROOF
FASTENERS.
5. ALL HARDWARE SHALL BE MADE OF TYPE 316 STAINLESS STEEL.
6. EACH DOOR SHALL HAVE SPRING OPERATORS, SUCH THAT THE MAXIMUM LIFTING EFFORT IS LESS
THAN 25 POUNDS.
7. THE HATCH SUPPLIER SHALL PROVIDE THE NUMBER OF SPRINGS OPERATORS AS REQUIRED TO
ACCOMPLISH THE MAXIMUM LIFTING REQUIREMENT.
8. EACH DOOR SHALL OPEN TO 90 DEGREE AND LOCK AUTOMATICALLY WITH A STAINLESS STEEL, POSITIVE LOCKING ARM AND STAINLESS STEEL RELEASE HANDLE.
9. EACH DOOR SHALL HAVE A RECESSED STAINLESS STEEL LIFTING HANDLE AND RECESSED
OVERSIZED PADLOCK BOX.
10. THE HATCH SHALL BE PROVIDED WITH A TYPE 316 STAINLESS STEEL SLAM-LOCK WITH
REMOVABLE HANDLE.
11. ALL ACCESS DOORS SHALL BE DESIGNED WITH A NEOPRENE GASKET ON THE INSIDE LIP OF THE
FRAME PERIMETER, TO FORM AN ESSENTIALLY AIR-TIGHT SEAL.
12. ALL ACCESS DORS SHALL BE EQUIPPED WITH A MINIMUM OF FOUR STAINLESS STEEL CARRIAGE
BOLTS WITH WELDED NUTS TO SECURE THE DOORS IN THE DOWN POSITION. BOLTS SHALL BE PER
MANUFACTURER'S RECOMMENDATION.
SPECIAL NOTE
1. THE EXISTING & ABANDONED POTABLE WATER DISTRIBUTION SYSTEM ON JB CHS MAY, AT
VARIOUS LOCATIONS/SITES, BE CONSTRUCTED OF TRANSITE ASBESTOS MATERIAL. ANY
MATERIAL OTHER THAN CAST IRON, DUCTILE IRON, OR PVC PIPING IS TO BE CONSIDERED A
SUSPECT ASBESTOS CONTAINING MATERIAL. IF SUCH MATERIAL IS DISCOVERED DURING
EXCAVATION AND IT IS NECESSARY TO DISTURB THIS MATERIAL TO PERFORM THE WORK
SPECIFIED IN THE CONTRACT, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER
BEFORE DISTURBING ANY SUSPECTED ASBESTOS MATERIALS. UNDER NO CIRCUMSTANCES
SHALL THE CONTRACTOR DISTURB IDENTIFIED SUSPECT ASBESTOS CONTAINING MATERIALS
WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER.
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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962
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CHARLESTON, SOUTH CAROLINA
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DKGV 12-2243
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N
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BACKFLOW PREVENTER
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WATER SERVICE
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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962
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DKGV 12-2243
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JOINT BASE CHARLESTON
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CHARLESTON, SOUTH CAROLINA
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REPAIR SEWER LIFT STATIONS
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DKGV 12-2243
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ATRIAX, PLLC
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SCALE: 1"=40'-0"
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1. PROVIDE BYPASS PUMPING FROM RECEIVING MANHOLE. PROVIDE BYPASS PUMPING FROM RECEIVING MANHOLE. DISCHARGE LOCATION FOR BYPASS PUMPING: NEW BYPASS CONNECTION IN VALVE VAULT.
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LEGEND
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1. PROVIDE SILT FENCE AROUND DISTURBED AREAS. PROVIDE SILT FENCE AROUND DISTURBED AREAS. 2. SEED DISTURBED AREAS UPON COMPLETION.SEED DISTURBED AREAS UPON COMPLETION.
20'
40'
8'
14'
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N
UGC UGC
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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962
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C - 301
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EASEMENT LINE
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SHEET KEYNOTES
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1. PROVIDE BYPASS PUMPING FROM RECEIVING MANHOLE ON PROVIDE BYPASS PUMPING FROM RECEIVING MANHOLE ON OTHER SIDE OF 10TH STREET. 2. DISCHARGE LOCATION FOR BYPASS PUMPING: NEW 4" BYPASS DISCHARGE LOCATION FOR BYPASS PUMPING: NEW 4" BYPASS CONNECTIONS IN VALVE VAULT.
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GENERAL NOTES
1. PROVIDE SILT FENCE AROUND DISTURBED AREAS. PROVIDE SILT FENCE AROUND DISTURBED AREAS. 2. SEED DISTURBED AREAS UPON COMPLETION.SEED DISTURBED AREAS UPON COMPLETION.
C - 401
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UGE UGE
WTR WTR
SS SS
GAS GAS
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FORCE MAIN
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15" RCP
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IE=3.34
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POLE
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CONC. TOP
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EL=7.91
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IE=0.65
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IE=0.41
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BLDG 3678
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WATER
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VALVE
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BOX
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ABANDONED
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ABANDONED
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100%%% DESIGN SUBMITTAL
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HJM
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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962
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DKGV 12-2243
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JOINT BASE CHARLESTON
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CHARLESTON, SOUTH CAROLINA
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REPAIR SEWER LIFT STATIONS
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DKGV 12-2243
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ATRIAX, PLLC
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CIVIL SITE PLAN - LS 3678
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SITE PLAN-LIFT STATION 3678
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SCALE: 1"=40'-0"
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LEGEND
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RIGHT-OF-WAY LINE
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CENTER LINE
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%%U EXISTING SURVEY LEGEND
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ADJACENT PROPERTY LINE
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OVERHEAD POWER LINES
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UNDERGROUND COMMUNICATION LINE
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UNDERGROUND POWER LINE
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UNDERGROUND WATER LINE
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CURB LINE
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1. PROVIDE BYPASS PUMPING FROM THREE RECEIVING PROVIDE BYPASS PUMPING FROM THREE RECEIVING MANHOLES. 2. DISCHARGE LOCATION FOR BYPASS PUMPING, NEW 4" BYPASS DISCHARGE LOCATION FOR BYPASS PUMPING, NEW 4" BYPASS CONNECTION ON FORCE MAIN SEE DETAIL. 3. FOUR BOLLARDS AROUND BYPASS CONNECTION.FOUR BOLLARDS AROUND BYPASS CONNECTION.
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GENERAL NOTES
1. PROVIDE SILT FENCE AROUND DISTURBED AREAS. PROVIDE SILT FENCE AROUND DISTURBED AREAS. 2. SEED DISTURBED AREAS UPON COMPLETION.SEED DISTURBED AREAS UPON COMPLETION.
C - 501
UGC UGC
UGE UGE
WTR WTR
SS SS
GAS GAS
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WV
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FIRE
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HYDRANT
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WATER
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VALVE
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GRASS
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AREA
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GRASS
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AREA
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FORCE MAIN
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GRAVITY LINE
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%%UTBM:
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PK NAIL IN ASPHALT
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ELEV=39.60
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SSMH RIM=39.38
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POWER
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POLE
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6" VENT PIPE
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ELECTRICAL PANEL
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IE=29.21
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IE=29.03
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CONC. TOP EL=39.65
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CONC. TOP EL=39.60
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CENTERLINE OF PUMP EL=25.53
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CENTERLINE OF PUMP EL=25.51
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HINGE
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HINGE
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LID
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LID
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CIVIL SITE PLAN - LS T-2
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DRAWING SIZE:
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HJM
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100%%% DESIGN SUBMITTAL
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HJM
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A/E SEAL
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DATE
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PREP BY
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APPR'D
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DRAWING SIZE:
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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962
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DKGV 12-2243
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JOINT BASE CHARLESTON
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CHARLESTON, SOUTH CAROLINA
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REPAIR SEWER LIFT STATIONS
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DKGV 12-2243
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ATRIAX, PLLC
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SITE PLAN-LIFT STATION T-2
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SCALE: 1"=40'-0"
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LEGEND
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CENTER LINE
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%%U EXISTING SURVEY LEGEND
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ADJACENT PROPERTY LINE
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OVERHEAD POWER LINES
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UNDERGROUND COMMUNICATION LINE
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UNDERGROUND POWER LINE
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UNDERGROUND WATER LINE
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CURB LINE
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UNDERGROUND SEWER LINE
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UNDERGROUND GAS LINE
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EASEMENT LINE
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APPROXIMATE FLOOD LINE
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SHEET KEYNOTES
1. PROVIDE BYPASS PUMPING FROM TWO RECEIVING MANHOLES. PROVIDE BYPASS PUMPING FROM TWO RECEIVING MANHOLES. DISCHARGE LOCATION FOR BYPASS PUMPING, NEW BYPASS CONNECTION.
T/ SLAB ELEV. 17.53
8" INV. ELEV. 7.54
TOP SLAB ELEV. 17.70
FLOOR ELEV. - 4.44
CD - 101
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WETWELL VENT
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SUBMERSIBLE PUMP
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LIFTING CHAIN
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WETWELL ACCESS COVER
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GUIDE RAIL
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REMOVE ALL TRANSDUCERS AND ANCHORS.
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REMOVE VALVE PIT COVER
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EXISTING 4" D.I. FORCE MAIN TO REMAIN
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EXISTING 8" S.S. TO REMAIN
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EXISTING 4" PVC TO REMAIN
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ACCESS COVER HINGE SIDE
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EXISTING 4" D.I. FORCE MAIN TO REMAIN
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EXISTING 8" S.S. TO REMAIN
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CIVIL DEMO- LS 958
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SCALE: 3/4"=1'-0"
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PLAN - LIFT STATION 958
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SCALE: 3/4"=1'-0"
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SECTION - LIFT STATION 958
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DRAWING SIZE:
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PROJECT NO.
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HJM
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WTH
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100%%% DESIGN SUBMITTAL
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HJM
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A/E SEAL
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DRAWING REVISIONS
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DATE
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PREP BY
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APPR'D
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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962
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DKGV 12-2243
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JOINT BASE CHARLESTON
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CHARLESTON, SOUTH CAROLINA
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REPAIR SEWER LIFT STATIONS
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DKGV 12-2243
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ATRIAX, PLLC
AutoCAD SHX Text No. 5444
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1. REMOVE EXISTING PUMPS, GUIDE RAILS, CONTROL PANEL, REMOVE EXISTING PUMPS, GUIDE RAILS, CONTROL PANEL, AND LEVEL TRANSDUCERS. 2. REMOVE EXISTING PIPING AS SHOWN. REMOVE EXISTING PIPING AS SHOWN. 3. REMOVE EXISTING VALVE PIT ACCESS HATCH.REMOVE EXISTING VALVE PIT ACCESS HATCH.
DEMOLITION NOTES
12" INV. ELEV. 10.97
TOP SLAB ELEV. 21.03
FLOOR ELEV. 3.03
ELEV. 16.44
DISCHARGE FLANGE
WETWELL
CD - 201
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LIFTING CHAIN
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REMOVE ALL TRANSDUCERS AND ITS ANCHORS.
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GUIDE RAIL
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WETWELL VENT
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SUBMERSIBLE PUMP
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WETWELL ACCESS TO REMAIN
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VALVE PIT TO REMAIN
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EXISTING 8" D.I. FORCE MAIN TO REMAIN
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EXISTING 4" PVC TO REMAIN
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EXISTING 12" S.S. TO REMAIN
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ACCESS COVER HINGE SIDE
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ACCESS COVER HINGE SIDE
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SUBMERSIBLE PUMP
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EXISTING 8" D.I. FORCE MAIN TO REMAIN
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EXISTING 12" S.S. TO REMAIN
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REMOVE BASKET AND GUIDE RAILS
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DEMOLITION - LS 1683
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RECORD DRAWING DATE
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DRAWING SIZE:
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PROJECT NO.
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SHEET
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WTH
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HJM
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WTH
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100%%% DESIGN SUBMITTAL
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HJM
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A/E SEAL
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DRAWING REVISIONS
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DATE
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PREP BY
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APPR'D
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DRAWING SIZE:
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OF
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AutoCAD SHX Text IF SHEET IS LESS THAN (34"x22") IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
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ATRIAX, PLLC 102 3RD AVE. NE, HICKORY, NC 28601 (828) 315-9962
AutoCAD SHX Text
AutoCAD SHX Text
DKGV 12-2243
AutoCAD SHX Text
JOINT BASE CHARLESTON
AutoCAD SHX Text
CHARLESTON, SOUTH CAROLINA
AutoCAD SHX Text
REPAIR SEWER LIFT STATIONS
AutoCAD SHX Text
DKGV 12-2243
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ATRIAX, PLLC
AutoCAD SHX Text No. 5444
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PLAN-LIFT STATION 1683
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AutoCAD SHX Text 4'
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SCALE: 1/2"=1'-0"
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SECTION-LIFT STATION 1683
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SCALE: 1/2"=1'-0"
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1. REMOVE EXISTING PUMPS, BASKET, GUIDE RAILS, CONTROL REMOVE EXISTING PUMPS, BASKET, GUIDE RAILS, CONTROL PANEL, AND LEVEL TRANSDUCERS. 2.
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