Attach6_Civil_1a.pdf
PDF 7 MB Posted
- Attached to
- REPLACE FIRE STATION Federal contract opportunity
- Solicitation number
- W50S8R-20-B-0001
About this file
This solicitation notice is for the replacement of a fire station at Mansfield Air National Guard Base in Ohio. The project includes construction of a new aircraft rescue and firefighting station to provide emergency response capabilities. It must meet Uniform Facility Criteria standards for fire stations and Air Force emergency vehicle requirements. Additional space is required for emergency management training.
The construction duration is estimated at 660 calendar days. Optional items to be included are: concrete paving to the flightline in minimum or full width; four-fold apparatus doors; and a five-ton bridge crane. The solicitation will be evaluated without discussions and awarded in accordance with FAR 14.101(e). The project is set aside for small businesses with an NAICS code of 236220 and size standard of $39.5 million average annual revenue. The estimated value is between $10-20 million. The pre-bid conference is November 5, 2019 and bids are due November 26, 2019. The soliciting agency is the Department of the Army Ohio Army National Guard.
Volume 6 - CIVIL
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FILENAME: PLOT DATE: PLOT TIME:
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684448_C-001.dwg
684448CH
FL
FH
E
N
CO
AC
MH
LF
PSI POUNDS PER SQUARE INCH
NTS NOT TO SCALE
MANHOLE
LINEAR FEET
FLOWLINE
FIRE HYDRANT
NORTH, NORTHING
CLEAN OUT
MAX MAXIMUM
PAVEMENT
ASPHALT CONCRETE
CONC CONCRETE
MIN MINIMUM
SST STAINLESS STEEL
RCP REINFORCED CONCRETE PIPE
SIM SIMILAR
TYP TYPICAL
ELEVATION
INV INVERT
DIA, Ø DIAMETER
CL, C CENTERLINEL
STA STATION
APPROX APPROXIMATE
EX EXISTING
ABBREVIATIONS
PIV POST INDICATOR VALVE
BLG OR BLDG BUILDING
CI CAST IRON
AWWA AMERICAN WATER WORKS ASSOCIATION
DWG DRAWING
ELECTRICAL
ELB ELBOW
FDC
F FLANGE
FIRE DEPARTMENT CONNECTION
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
PED
PE POLYETHYLENE
PEDESTRIAN
PVMNT
RADIUSR, RAD
SD
VERT VERTICAL
ADA AMERICANS WITH DISABILITIES ACT
SANITARY SEWER
ABND
CMP CORRUGATED METAL PIPE
CONST CONSTRUCT
EAST, EASTING, ELECTRICAL
ELEC
EP EDGE OF PAVEMENT
FFE FINISHED FLOOR ELEVATION
G GAS
HC HEATING/COOLING
OVERHEAD
PCCP
TBC TOP BACK OF CURB
TG TOP OF GRATE
W WATER
SIDEWALKSW
STND STANDARD
STRUCT STRUCTURAL
ABA
~ APPROXIMATELY
AND
ABANDONED
COORD COORDINATE
DEMO
CB CATCH BASIN
GB GRADE BREAK
BURIEDBUR
BM BENCH MARK
C.O., CO
SPEC'D SPECIFIED
TOP OF CONCRETETOC
EQUIP EQUIPMENT
BMP BEST MANAGEMENT PRACTICE
IE INVERT ELEVATION
PLS PURE LIVE SEED
DI
TOP OF SLABTOS
TOW TOP OF WALL
POINT OF CURVATURE
STANDARD DETAIL / STORM DRAIN
DEMOLISH OR DEMOLITION
MUTCD MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES
DUCTILE IRON/DROP INLET
W/ WITH
ELEV
FG FINISHED GRADE
HP HIGH POINT
L LENGTH
LOG LIP OF GUTTER
LP LOW POINT
LT LEFT
PC
PCC POINT OF COMPOUND CURVE
PVC POLYVINYL CHLORIDE OR
POINT OF VERTICAL CURVATURE
PT POINT OF TANGENCY
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
REQ'D REQUIRED
RT RIGHT
SF SECURITY FORCES
S, SS
CIVIL LEGEND
GENERAL NOTE:
THIS IS A STANDARD LEGEND SHEET;
THEREFORE, NOT ALL OF THE INFORMATION
SHOWN MAY BE USED ON THIS PROJECT.
GENERAL NOTES:
CONSTRUCTION NOTES:
CONTRACTING OFFICER
A.
B.
C.
D.
E.
BC BACK OF CURB
EOS EDGE OF SLAB/SIDEWALK
FT FEET
FOW FACE OF WALL
PORTLAND CEMENT CONC PAVEMENT
SOG SLAB ON GRADE
SIGN
CENTER LINE, BUILDING, ROAD, ETC.
GUY ANCHOR
STRUCTURE, BUILDING OR FACILITYOR
DEMOLITIONOR
CATCH BASIN OR INLET
ELECTRIC HANDHOLE
CURB
CURB AND GUTTER
ELECTRICAL JUNCTION BOX
POST OR BOLLARD
ELECTRICAL TRANSFORMER
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
C
TELECOM MANHOLE
EDGE OF PAVEMENT
POTABLE WATER LINE
NATURAL GAS LINE
STORM DRAIN LINE
SANITARY SEWER LINE
ELECTRICAL MANHOLE
W
NG
SD
SS
COMM TELECOMMUNICATION
OR
CONCRETE
UTILITY POLE
LIGHT POLE
FIRE HYDRANT
CLEANOUT
POST INDICATOR VALVE
W WATER VAULT
TREE
SHRUB
VALVE AND VALVE BOX
BURIED ELECTRICAL
OHE OVERHEAD ELECTRICAL
EXISTING SITE FEATURES AND UTILITIES SHOWN WERE OBTAINED FROM SURVEY PERFORMED ON JUNE 27, 2017 AND BASE MAPPING. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO
BEGINNING CONSTRUCTION.
MAINTAIN, RELOCATE OR REPLACE EXISTING MONUMENTS WHICH ARE DISTURBED OR DESTROYED DURING CONSTRUCTION. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL
MONUMENT(S) IN A TIMELY MANNER AND AT THE CONTRACTOR'S EXPENSE.
MEASUREMENTS SHOWN ARE FROM TOP BACK OF CURB OR EDGE OF PAVING UNLESS OTHERWISE NOTED.
HORIZONTAL DATUM: COORDINATES ARE BASED ON THE OHIO STATE PLANE COORDINATE SYSTEM, NAD83 (2011), NORTH ZONE ORIGINATING ON THE OHIO DEPARTMENT OF TRANSPORTATION (ODOT) CONTINUOUSLY
OPERATING REFERENCE STATION (CORS) NETWORK.
VERTICAL DATUM: NAVD88
PROJECT TESTING: ALL TESTING REQUIRED WILL BE CONDUCTED BY THE CONTRACTOR, AS SPECIFIED.
ALL DISTURBED SURFACES SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION. AREAS NOT IDENTIFIED AS CONCRETE OR ASPHALT SHALL BE TREATED WITH SOD. NO EXPOSED SOIL IS ALLOWED ON BASE.
CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT ALL EXISTING UTILITIES NOT IDENTIFIED FOR REMOVAL DURING CONSTRUCTION. UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION, AND MAY NOT REFLECT THE ACTUAL FIELD CONDITIONS OR LOCATIONS OF UNDERGROUND STRUCTURES OR EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO
EXISTING UTILITIES.
THE CONTRACTOR SHALL NOTIFY MANSFIELD ANG FOURTEEN (14) FULL BUSINESS DAYS PRIOR TO
PLANNED EXCAVATION, AND OBTAIN A DIG PERMIT BEFORE BEGINNING WORK.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES MARKED OR UNMARKED BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL USE EXTREME CARE IN ALL EXCAVATIONS TO AVOID CONFLICTS WILL ALL UTILITIES MARKED OR UNMARKED. THE CONTRACTOR AGREES TO PRESERVE ANY AND ALL UTILITIES AND STRUCTURES WITHIN TWO FEET OF FIELD MARKED UNDERGROUND UTILITIES.
CONTRACTOR MUST NOTIFY THE COMMUNICATIONS SQUADRON PRIOR TO REMOVING ANY
COMMUNICATIONS EQUIPMENT (FIBER OPTIC, COPPER CABLE, ETC.) OR IF ANY TYPE OF COMMUNICATIONS
EQUIPMENT SHOULD NEED TO BE RELOCATED BECAUSE OF CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE NORMAL OPERATING FUNCTIONS OF ALL UTILITY SYSTEMS THROUGH THE CONSTRUCTION SITE DURING THE ENTIRE DURATION OF THE PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GROUNDS MAINTENANCE WITHIN THE PROJECT AREA
THROUGHOUT THE DURATION OF THE PROJECT.
BORE HOLE AND TEST PIT LOCATIONS ARE SHOWN ON C-004. PLEASE SEE "GEOTECHNICAL DRILLING AND TESTING INVESTIGATION", MAY 2017, BY TTL ASSOCIATES INC. FOR DETAILED INFORMATION AND
RECOMMENDATION.
ELEVATIONS GIVEN ARE TO FINISHED GRADE UNLESS OTHERWISE NOTED.
SLOPE UNIFORMLY BETWEEN CONTOURS OR SPOT ELEVATIONS SHOWN.
ALL PIPING SHALL HAVE A MINIMUM OF 3 FEET OF COVER AND CONDUITS SHALL HAVE 2 FEET OF COVER
UNLESS OTHERWISE SHOWN.
PROVIDE THRUST BLOCKS AT ALL UNRESTRAINED (PUSH-ON) WATER PIPING FITTINGS PER CONTRACT
DOCUMENTS.
ALL NEW UTILITIES SHALL HAVE A CONSTANT UNIFORM SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING
IS SHOWN.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
GOV GOVERNMENT OWNED VEHICLES
ABN ABANDON
ARCHITECTURAL BARRIERS ACT
AT ANTI-TERRORISM
LAFB LUKE AIR FORCE BASE
CCSD CONVENTIONAL CONSTRUCTION
STANDOFF DISTANCE
OH, OVH
ESC EROSION AND SEDIMENT CONTROL
UG UNDERGROUND
UST UNDERGROUND STORAGE TANK
STRAW WATTLE
INLET PROTECTION
ATO ANTI-TERRORISM OFFICER
COR CONTRACTING OFFICER'S REPRESENTATIVE
LEV LOW EMISSION VEHICLE
SWPPP STORMWATER POLLUTION
PREVENTION PLAN
STAGING AREA
PAVEMENT MARKINGS REMOVAL
SOD
ABANDON PIPE IN PLACE
CHAIN LINK FENCE
E
BOW BOTTOM OF WALL
OIL/WATER SEPARATOROWS
ABI ADDITIVE BID ITEM
ANG AIR NATIONAL GUARD
C&G CURB AND GUTTER
EPA ENVIRONMENTAL PROTECTION AGENCY
HYD FIRE HYDRANT
NOI NOTICE OF INTENT
SILT FENCE
E
JJ
H
TEST PIT
BORE HOLE
T
GRAVEL
WV WATER VALVE
SQ FT OR SF SQUARE FOOT OR FEET
PJF POLYUREA JOINT FILLER
OCCUPATIONAL HEALTH ANDOSHA
SAFETY ADMINISTRATION
OUTSIDE DIAMETEROD
ON CENTEROC
NG NATURAL GAS
MA MATCH
LB POUNDS
ECO ECOLOGY
CTR CENTER
CRNR CORNER
COMM COMMUNICATIONS
AWG AMERICAN WIRE GAUGE
ABC AGGREGATE BASE COURSE
FILENAME: PLOT DATE: PLOT TIME:
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AUGUST 2019
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684448_C-002.dwg
684448CH
GENERAL SHEET NOTES
A. STAGING AREA SHALL BE FOR STOCKPILES AND
MATERIAL STORAGE, CONTRACTOR'S EMPLOYEE
PARKING AND TRAILERS. FINAL LOCATION TO BE
COORDINATED WITH CONTRACTING OFFICER.
B. ALL MATERIALS TO BE STOCKPILED FOR 24 HOURS
OR MORE SHALL BE COVERED UNLESS OTHERWISE
DIRECTED OR APPROVED IN WRITING BY
CONTRACTING OFFICER.
C. COORDINATE ACCESS, VEHICLE INSPECTING, AND
ESCORTING REQUIREMENTS TO THE SITE AND
FLIGHTLINE WITH CONTRACTING OFFICER PRIOR
TO CONSTRUCTION.
0 200 400 600
1"=200'
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INTERNATIONALERERNATIONALINTEEINTEE LL
DRIVE SDRIVE SDRIVE S
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B4080800
B525BBB
B5000000B50000000000000000000000000BB500B50000
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B409
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B603B66036666 33330060BBBB6B6
B522BBBBBBBBBBBBB 2BBBBBBBB
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B420 B422
B421
B300
B416
B207B2 77
B203
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B164
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CONTRACTOR STAGINGT CTOCTCCCTCTT
AREA, SEE NOTE ASEE NOA SSEEEEEEEEEEREEAA
PRIMARY HAUL ROUTEPPP
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