Attachment2_VOL 2_Drawings.pdf
PDF 34 MB Posted
- Attached to
- ADD/ALTER B403 CC Federal contract opportunity
- Solicitation number
- W50S8R-21-B-0001
About this file
This solicitation is for construction services for the Add/Alter B403 Corrosion Control project at the Mansfield Air National Guard Base in Mansfield, Ohio. The scope of work includes interior/exterior demolition, construction of a new sidewalk and drive access, installation of ATFP-compliant doors, windows and exterior walls, a new sprinkler system, compressed air lines and air handling equipment. Electrical upgrades and a new WLAN infrastructure and intercom are also required. The base estimates a 300-day construction/contract duration. Additive bid items include additional corrosion work area, an air shower, motorized overhead door, and blast resistant windows. Bids are due by December 7, 2020 and will be evaluated without discussions. The award will be made to the responsible bidder with the lowest price. The project is set aside for small businesses with a NAICS code of 236220 and size standard of $39.5 million average annual revenue.
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Text version
CONSTRUCTION
NOT FOR
MUSTANG BLVD.
S A B R E
R
D
HERCULES WAY
H E
R C
U L E S
W A
Y
G A
L A
X Y
Y
AIRLIFT LANE
G A
LA
Y
G A
L A
Y
MUSTANG BLVD.MUSTANG BLVD.
H E
R C
U L
Y
H E R C
U
LE
Y
S A
B R
D
S A
B
RANGE
SMALL ARMS
1100 yds X 700 yds
DROP ZONE 7
17900-179475
B.M.: TOP OF 5/8" REBAR
ELEVATION 1261.39
B.M.: SPIKE IN POWER POLE
ELEVATION 1291.62
1244.71' 148.00'
.9
EX/R/W
EX/R/W
EX/R/W
EX/R/W
EX/R/W
EX/R/W
EX
R/ W
EX
R/ W
EX
R/ W
EX
R/ W
E.
L
IN
E
SW
1/
SE
C.
.5
1391.87'
C LEN=193.25'
L=214.45'
R=137.11'
EX
R/ W
EX
R/ W
ELEVATION 1280.57
B.M.: SPIKE IN TELE. POLE
750' OVERRUN
H
CH
386.45 S.F.
H E
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FILENAME: PLOT DATE: PLOT TIME:5/14/2020 8:53:50 PM
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708540_G-001.dwg
708540
ADD/ALTER BUILDING 403 - CORROSION CONTROL
MANSFIELD LAHM ANG BASE
MANSFIELD, OHIO
VOLUME 2 - DRAWINGS
FY2020
CONTRACT No. PBXP169102
MAY 2020
TYPE B-3 FINAL
0 2000 4000 6000
1" = 2000'
N
PROJECT SITE
SCALE: 1" = 2000'
BASE SITE LOCATION MAP
1 77
MUSTANG BLVD.
S A B R E
R
D
HERCULES WAY
H E
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U L
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G A
L A
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AIRLIFT LANE
G A
LA
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G A
L A
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MUSTANG BLVD.MUSTANG BLVD.
H E
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U L
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H
ER
C U
LE
S W
A Y
WATER METER PIT
ELECTRIC METER PAD
NAT. GAS METER
HAZARDOUS WASTESTORAGE FACILITY
DUMPSTER
RECYCLE AREA
S/WASTE MATERIALS
COMPACTOR FACILITY
S/WASTE REPOSITORY
DUMPSTER
RECYCLE AREA
S/WASTE METALS
S A
B
S A
B
B.M.: TOP OF 5/8" REBAR
ELEVATION 1261.39
B.M.: SPIKE IN POWER POLE
ELEVATION 1291.62
1244.71'
148.00'
.9
E.
L
IN
E
SW
1/
SE
C.
.5
1391.87'
C LEN=193.25'
L=214.45'
R=137.11'
ELEVATION 1280.57
B.M.: SPIKE IN TELE. POLE
00700
00701
(NOAA-AWS)
SLOPE
PAPI CONTROL BOX
PAPI CONTROL BOX
GLIDE
(FAA)
ILS
RVR
(FAA)
WIND MASTASOS
P
P
P
AIRFIELD
BEACON
00702
APPARATUS BAY
ROOMMEN'S LOCKER
MECHANICAL ROOM
WOMEN'S BATH
BREAK/FITNESS ROOM
ADMINISTRATION
BASIC
LOADING DOCK
BATTLE STAFF/SIPR &TRAINING SIMULATOR
TRAINING SHOP &ELECTRO/ENVIRO SHOP
A.G.E. STORAGEA.G.E. STORAGE
PARTS & TOOLS
ADMINISTRATION
WHEEL & TIRE SHOP
A.G.E. MAINTENANCE BAYS
SHEET METAL & MACHINE SHOP
PARTITIONED OFFICES AND HALF WALL WORK STATIONS
APPARATUS BAY
APPARATUS BAY
ROOMKITCHEN/READY
BASE FITNESS
CLASSROOM
BREAK ROOM
ADMINISTRATION OFFICES
FACILITY MAINT.
EM OFFICE/SHOP
FACILITY MAINT.
422-2ND FLOOR
SMOKING SHELTER
SHELTER
SMOKING
SMOKING SHELTER
SMOKING SHELTER
SMOKING SHELTER
BASE PAVILION &
CE STORAGE
CE STORAGE
CE STORAGE
EOD STORAGE
RECYCLE FAC.
SHELTER
SMOKING
4821.54 S.F.
2944.36 S.F.
74933.75 S.F.
2137.88 S.F.
24950.73 S.F.
26056.62 S.F.
4168.06 S.F.
1579.68 S.F. 4228.77 S.F.
255.40 S.F.
1364.98 S.F.
3222.51 S.F.
2195.25 S.F.
4302.00 S.F.
11344.71 S.F.
15573.60 S.F.
2237.59 S.F.
7149.64 S.F.5362.18 S.F.
24353.97 S.F.
1076.30 S.F.
438.80 S.F.
386.45 S.F.
7556.71 S.F.
458.49 S.F.
H E
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U L
Y
255.40 S.F.
FILENAME: PLOT DATE: PLOT TIME:5/14/2020 8:53:53 PM
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EX/R/W
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/W
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750' OVERRUN
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G-002
P
E A
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708540_G-002.dwg
INDEX OF DRAWINGS
N
LOCATION MAP
NTS
GENERAL
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS
G-003 LIFE SAFETY PLAN
G-004 CODE COMPLIANCE SITE PLAN
CIVIL
C-001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
C-002 OVERAL SITE ACCESS, STAGING, AND HAUL ROUTE
CD101 SITE DEMOLITION PLAN
CE101 EROSION AND SEDIMENTATION CONTROL PLAN
CE501 EROSION CONTROL DETAILS
CG101 SITE GRADING AND LAYOUT PLAN
CG501 SITE GRADING AND LAYOUT DETAILS
CU101 SITE UTILITY PLAN
CU501 SITE UTILITY DETAILS
CU502 SITE UTILITY DETAILS
STRUCTURAL
S-001 GENERAL NOTES
S-101 FOUNDATION PLAN
S-111 ROOF FRAMING PLAN
S-301 SECTIONS
S-501 STANDARD DETAILS - FOUNDATION DETAILS
S-502 STANDARD DETAILS - FOUNDATION DETAILS
S-511 MASONRY DETAILS
S-512 MASONRY DETAILS
S-521 STEEL DETAILS
S-531 MISCELLANEOUS DETAILS
ARCHITECTURAL
A-001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
A-002 FIXTURE STANDARD
AD101 DEMOLITION FLOOR PLAN
AD102 DEMOLITION ROOF PLAN
AD201 DEMOLITION ELEVATIONS
A-101 FLOOR PLAN
A-102 SCHEDULES
A-103 REFLECTED CEILING PLAN
A-104 ROOF PLAN
A-201 BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-302 WALL SECTIONS
A-303 WALL SECTIONS
A-304 ROOF SECTIONS
A-401 ENLARGED FLOOR PLAN
A-501 DETAILS
A-502 DETAILS
A-503 DETAILS
FIRE ALARM
FA001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
FA101 FIRE ALARM FLOOR PLAN
FA501 FIRE ALARM DETAILS
FD101 FIRE ALARM DEMOLITION FLOOR PLAN
FIRE PROTECTION
FD102 FIRE SUPPRESSION DEMOLITION FLOOR PLAN
FX001 FIRE SUPPRESSION FLOOR PLAN
FX101 FIRE SUPPRESSION FLOOR PLAN
FX501 FIRE SUPPRESSION DETAILS
PLUMBING
P-001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
P-101 SANITARY SEWER AND VENT FOUNDATION PLAN
P-102 SANITARY SEWER AND VENT MAIN LEVEL PLAN
P-103 POTABLE WATER LAYOUT MAIN LEVEL PLAN
P-601 FIXTURE SCHEDULES
PD101 MAIN LEVEL DEMOLITION PLAN
MECHANICAL
M-001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
M-101 FLOOR PLAN
M-501 DETAILS
M-601 EQUIPMENT SCHEDULES
MD101 MAIN LEVEL DEMOLITION PLAN
ELECTRICAL
E-001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
ES101 SITE PLAN
EP101 FIRST FLOOR POWER PLAN
EP102 FIRST FLOOR MECHANICAL POWER PLAN
EL101 FIRST FLOOR LIGHTING PLAN
EG101 LIGHTNING PROTECTION PLAN
E-501 DETAILS
E-502 DETAILS
E-601 LUMINARE SCHEDULE AND SINGLE LINE DIAGRAM
E-602 LIGHTING CONTROL WIRING DIAGRAM AND SEQUENCE OF OPERATION
E-701 PANEL SCHEDULES
TELECOMMUNICATIONS
T-001 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
T-101 FIRST FLOOR PLAN
T-501 DETAILS
T-502 DETAILS
T-601 TELECOMMUNICATION RISER
SITE
PROJECT
2 77
3 77
4 77
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5/14/2020 3:21:50 PM708540_C-001.dwg
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708540_C-001.dwg
708540
L
VERT VERTICAL
SIGNOR
CENTER LINE, BUILDING, ROAD, ETC.
GUY ANCHOR
STRUCTURE, BUILDING OR FACILITYOR
CATCH BASIN OR INLET
ELECTRIC HANDHOLE
CURB
CURB AND GUTTER
ELECTRICAL JUNCTION BOX
POST OR BOLLARD
ELECTRICAL TRANSFORMER
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
SD
S
C
TELECOM MANHOLE
EDGE OF PAVEMENT
POTABLE WATER LINE
NATURAL GAS LINE
STORM DRAIN LINE
SANITARY SEWER LINE
ELECTRICAL MANHOLE
W
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SD
SS
COMM
TELECOMMUNICATION
CONCRETE
AGGREGATE OR GRAVEL SURFACE
UTILITY POLE
LIGHT POLE
FIRE HYDRANT
CLEANOUT
POST INDICATOR VALVE
W
WATER VAULT
FIRE DEPARTMENT CONNECTION
TREE
SHRUB
VALVE AND VALVE BOX
BURIED ELECTRICAL
OHE OVERHEAD ELECTRICAL
1. THIS IS A STANDARD LEGEND SHEET; THEREFORE, NOT ALL OF THE INFORMATION SHOWN MAY BE USED ON
THIS PROJECT.
2. EXISTING SITE FEATURES, UTILITIES, AND BASE MAPPING SHOWN WERE OBTAINED FROM CAD FILES
PROVIDED BY THE MANSFIELD-LAHM ANG. 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.
3. 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.
4. MEASUREMENTS SHOWN ARE FROM TOP BACK OF CURB OR EDGE OF PAVING UNLESS OTHERWISE NOTED.
5. HORIZONTAL DATUM: COORDINATES ARE BASED ON THE OHIO STATE PLANE COORDINATE SYSTEM, NAD83
(2011), NORTH ZONE ORIGINATING ON THE ODOT CONTINUOUSLY OPERATING REFERENCE STATION
NETWORK.
6. VERTICAL DATUM: NAVD88
PROJECT TESTING: ALL TESTING REQUIRED WILL BE CONDUCTED BY THE CONTRACTOR, AS SPECIFIED.
ALL DISTURBED SURFACES SHALL BE REPLACED IN KIND. 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, TO
THE EXTENT FEASIBLE. THE CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER REQUIREMENTS
FOR SHUT DOWN AND DURATION LIMITS OF SHUT DOWN.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR GROUNDS MAINTENANCE WITHIN THE PROJECT AREA
THROUGHOUT THE DURATION OF THE PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXISTING TREE AND PLANT HEALTH DURING CONSTRUCTION
AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. TAKE NECESSARY PRECAUTION TO
ENSURE EXISTING TREES TO BE SALVAGED ARE NOT DAMAGED.
HISTORICAL HAZARDOUS MATERIAL REPORTS ARE AVAILABLE FOR EACH FACILITY TO BE RENOVATED.
CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND REFERENCE HISTORICAL
DOCUMENTS AS NEEDED.
ELEVATIONS GIVEN ARE TO FINISHED GRADE UNLESS OTHERWISE NOTED.
SLOPE UNIFORMLY BETWEEN CONTOURS OR SPOT ELEVATIONS SHOWN.
ALL PIPING SHALL HAVE 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.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
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INLET PROTECTION
CB
CONTRACTOR STAGING AREA
DEMOLITION
FIRE WATER LINE
F
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MULCH
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AND
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ABANDON
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AMERICANS WITH DISABILITIES ACT
APPROXIMATE
ANTI-TERRORISM
ANTI-TERRORISM OFFICER
AMERICAN WATER WORKS ASSOCIATION
ABA
ABC
ABN
ABND
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BC
BLDG
BM
BMP
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BUR
BACK OF CURB
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BEST MANAGEMENT PRACTICE
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BURIED
CB
CCSD
CI
CMP
C.O., CO
CO
CONC
CONST
COORD
COR
CL, C
CU YD
CATCH BASIN
CONVENTIONAL CONSTRUCTION STANDOFF
DISTANCE
CAST IRON
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CONTRACTING OFFICER
CLEAN OUT
CONCRETE
CONSTRUCT
COORDINATE
CONTRACTING OFFICER'S REPRESENTATIVE
CENTERLINE
CUBIC YARD
DI
DIA, Ø
DEMO
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DUCTILE IRON/DROP INLET
DIAMETER
DEMOLISH OR DEMOLITION
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EAST, EASTING, ELECTRICAL
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EDGE OF SLAB/SIDEWALK
EDGE OF PAVEMENT
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E
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ELECT
EL, ELEV
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EQUIP
ESC
EXST
F
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FIRE DEPARTMENT CONNECTION
FINISHED FLOOR ELEVATION
FINISHED GRADE
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FACE OF WALL
FEET
G
GB
GOV
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GRADE BREAK
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HC
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INVERT ELEVATION
INVERT
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MISC
MJ
MUTCD
MAXIMUM
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MANUAL ON UNIFORM TRAFFIC
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N
NTS
NOI
NPDES
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NOT TO SCALE
NOTICE OF INTENT
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ELIMINATION SYSTEM
OD
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PE
PED
PIV
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PLS
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PVT
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POINT OF CURVATURE
POINT OF COMPOUND CURVE
PORTLAND CEMENT CONC PAVEMENT
POLYETHYLENE
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PREMOLDED JOINT FILLER
PURE LIVE SEED
POUNDS PER SQUARE INCH
POINT OF TANGENCY
POLYVINYL CHLORIDE OR POINT OF
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POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENCY
PAVEMENT
R, RAD
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RT
RADIUS
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SST
STA
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SANITARY SEWER
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SECURITY FORCES
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SPECIFIED
STAINLESS STEEL
STATION
STANDARD
STRUCTURAL
SIDEWALK
STORMWATER POLLUTION
PREVENTION PLAN
TBC
TG
TOC
TOS
TOW
TYP
TOP BACK OF CURB
TOP OF GRATE
TOP OF CONCRETE
TOP OF SLAB
TOP OF WALL
TYPICAL
UG
UNO
UST
UNDERGROUND
UNLESS NOTED OTHERWISE
UNDERGROUND STORAGE TANK
W
W/
WATER
WITH
CIVIL GENERAL NOTES
CIVIL SYMBOLS
CIVIL ABBREVIATIONS
CIVIL CONSTRUCTION NOTES
XXXXXXXXXXXX
DEMOLITION OF GRAVEL SURFACING
DEMOLITION OF AC PAVEMENT
DEMOLITION OF CONCRETE
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LIMIT OF WORK
5 77
AutoCAD SHX Text
CO
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EX/R/W
EX/R/W
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L=214.45'
R=137.11'
E X
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ELEVATION 1280.57
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
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A L
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X (7
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MAY 2020
GENERAL SHEET NOTES
CONSTRUCTION ACTIVITIES.
TO EXISTING CONDITIONS AT COMPLETION OF
CONTRACTOR TO RESTORE ALL STAGING AREAS D.
CONSTRUCTION.
WITH CONTRACTING OFFICER PRIOR TO
REQUIREMENTS TO THE SITE AND FLIGHTLINE
COORDINATE ACCESS AND ESCORTING C.
CONTRACTING OFFICER.
DIRECTED OR APPROVED IN WRITING BY
OR MORE SHALL BE COVERED UNLESS OTHERWISE
ALL MATERIALS TO BE STOCKPILED FOR 24 HOURS B.
COORDINATED WITH CONTRACTING OFFICER.
PARKING AND TRAILERS. FINAL LOCATION TO BE
MATERIAL STORAGE, CONTRACTOR'S EMPLOYEE
STAGING AREA SHALL BE FOR STOCKPILES AND A.
0 200 400 600
1" = 200'
N
SCALE: 1" = 10'
PLAN
H A
R R
IN
G T
O N M
E M
O R
IA
L R
O A
D
S AIRPORT ROAD
INTERNATIONAL DRIVE
CAIRNS ROAD
DRIVE N
INTERNATIONAL
CAIRNS ROAD
DRIVE S
INTERNATIONAL
H A
R R
IN
G T
O N M
E M
O R
IA
L R
O A
D
B414 B415
B412B410
B408
B525
B500
B403
B409
B601 B600
B602
B603
B522
B520
B420 B422
B421
B300
B416
B207
B203
B203A
B164
B407 B405
B108
B110
B112
B114
B104
B102
B120
PRIMARY HAUL ROUTE
MAIN GATE
MANSFIELD ANG
CONTRACTING OFFICER
COORDINATE ACCESS WITH
SECONDARY HAUL ROUTE,
CONTRACTING OFFICER
COORDINATE ACCESS WITH
MANSFIELD ANG SECONDARY GATE,
PROJECT
CONTRACTOR STAGING
AREA, SEE NOTE A
CONTRACTOR STAGING
AREA, SEE NOTE A
C
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P
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708540_C-002.dwg
T /W
6 77
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HAZARDOUS WASTE
STORAGE FACILITY
T
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CAPPED
METER PIT
FH #12
6" DIA. FWS GV
D
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W D
M
D
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D W S F
W S
4" DIA. WDM GV
4" DIA. FS/DWS GV
1" DIA. DWS GV
1"
D
IA
D W S
SMH
6" PVC
114 GAL
40911-831157
OIL/WATER SEPARATOR
1009 GAL
50010-831157
OIL/WATER SEPARATOR
STCB
DS
DS
3" NGS
E
T16
GROUND ROD - TYP.
R4.96'
ALL GROUND WIRES ARE
#4/0 AWG SOFT DRAWN COPPER CABLE
3/4" DIA. x 10'-0"
#3/0 AWG COPPER WIRE
COMM BOARD
1/4" x 2" x 5'-0"
COPPER GROUND BAR
BLDG WATER LINE
HH-403
STTD
GROUNDING POINTS
ST HEADWALL
OWS
6" PVC
R M
3/4" DIA. x 10'-0"
GROUND ROD
10' FROM RIGID FRAME WEB
GROUND ROD GRID
TRANSFORMER GRID
10' x 10' x 10'
GROUNDING POINT
3/4" DIA. x 10'-0"
GROUND ROD
SMH
CO
S S
PANEL
MDP
PANEL
MDP
DS
DS
6" RWC
NGD 3" GV #2
RIM ELEV. = 1295.90
SANITARY MANHOLE
INV = 12XX.XX
SANITARY CO
INV = 12XX.XX
SANITARY CO
ST HEADWALL
CA09, 71-75
PROTECTED
T
CA09, 71-75
T
PROTECTED
P6-24F
CA09, 71-75
UNK
COMM
FFE 1296.00
B403
B500
FILENAME: PLOT DATE: PLOT TIME:5/14/2020 8:53:50 PM
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
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4" DIA. WDM GV
D
IA
W D
M
CO
3" N G S
S S
GENERAL SHEET NOTES
ABBREVIATIONS.
REFER TO C-001 FOR DEMOLITION LEGEND AND D.
DEMOLITION PRIOR TO DEMOLITION.
ELECTRICAL SHEETS TO DETERMINE EXTENT OF
EXTERIOR: COORDINATE WITH MECHANICAL AND
FOR UTILITIES ATTACHED TO THE BUILDING'S C.
EXISTING JOINT.
PAVEMENT DEMOLITION TO OCCUR AT NEAREST B.
SCHEDULED FOR DEMOLITION.
EXISTING UTILITIES AND SURFACES NOT
CONTRACTOR TO RETAIN AND PROTECT ALL A.
SHEET KEYNOTES
CONSTRUCTION.
MAINTAIN PERIMETER SECURITY DURING
COORDINATE WITH CONTRACTING OFFICER TO
MAINTAIN CONTROLLED PERIMETER FENCE.
(8-FOOT TALL CHAIN LINK PANELS, OR EQUAL) TO
PROVIDE TEMPORARY CONSTRUCTION FENCING
KIND WHEN CONSTRUCTION IS COMPLETE.
CONSTRUCTION ACTIVITIES. REPLACE FENCE IN
REMOVE FENCING AS NEEDED FOR 11.
DEMOLISH TEE.10.
DEMOLISH CLEANOUT.9.
DEMOLISH GATE VALVE.8.
DEMOLISH GAS METER.7.
DEMOLISH PIPE.6.
DEMOLISH GRAVEL SURFACE TREATMENT.5.
DEMOLISH CHAIN LINK FENCE.4.
TO CG101 FOR LIMITS.
DEMOLISH AC PAVEMENT AND SUBBASE. REFER 3.
REQUIRED FOR NEW CONSTRUCTION.
SIDEWALK, AND/OR CURB AND GUTTER AS
SAWCUT AND DEMOLISH CONCRETE PAD, 2.
RETAIN AND PROTECT.1.
0 10 20 30
1" = 10'
N
SCALE: 1" = 10'
0 10 20 30
1" = 10'
N
SCALE: 1" = 10'
PLAN
2 CONCRETE PAD
6 3"NG
6 6"SS
6 4"W
1 CONCRETE PAD
1 CONTROLLED PERIMETER FENCE
2 CONCRETE SIDEWALK
1 ELECTRICAL CONDUIT
BID OPTION 1
2 CONCRETE PAD
CONTROLLED
PERIMETER FENCE
4" DOMESTIC AND
FIRE WATER
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FFE 1296.00
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FILENAME: PLOT DATE: PLOT TIME:5/14/2020 8:53:49 PM
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B
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VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D A
T E
N O
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A L
T E
L E (3
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X (7
-9
MAY 2020
GENERAL SHEET NOTES
MANAGEMENT PRACTICES.
FOR ESC GUIDANCE, INCLUDED BEST
RAINWATER AND LAND DEVELOPMENT MANUAL
CONTRACTOR TO CONFORM TO OHIO EPA'S D.
FOR ANY PERMIT VIOLATIONS AND FINES.
CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE
SUSPENDED SEDIMENT). IF THIS OCCURS THE
TO LEAVE SITE UNTREATED (LADEN WITH
STORM WATER RUNOFF SHALL NOT BE ALLOWED C.
CONSIDERED INCIDENTAL.
EROSION CONTROL MEASURES SHALL BE
MAINTENANCE OF TEMPORARY AND PERMANENT
CONTROL MEASURES AT ALL TIMES.
ALL TEMPORARY AND PERMANENT EROSION
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING B.
CONSTRUCTION.
APPROVAL AS SPECIFIED PRIOR TO
TO THE CONTRACTING OFFICE FOR REVIEW AND
SEDIMENTATION CONTROL (ESC) AND/OR SWPPP
DEVELOPING AND SUBMITTING FINAL EROSION AND
REQUIRE. CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AS FIELD CONDITIONS
CONTRACTOR SHALL PROVIDE ALL NECESSARY A.
SHEET KEYNOTES
INLET FILTER, SEE 2/CE501.2.
FIBER ROLL, SEE 1/CE501.1.
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P
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708540_CE100.dwg
0 10 20 30
1" = 10'
N
SCALE: 1" = 10'
PLAN
EXISTING
DRAINAGE DITCH
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
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708540_CE501.dwg
PLAN VIEW
ROW OF CONCRETE BLOCK4.
BLOCK AND GRAVEL
WIRE MESH BETWEEN 3.
EXTENT OF GRAVEL FILTER2.
GRAVEL FILTER1.
DROP INLET FILTER
NTS
FIBER ROLL
NTS
(FT)
FOR EACH WATTLE
STAKES REQUIREDWATTLE LENGTH
STAKES REQUIRED
to
STEP 1: INSTALL FILTER SOCK FILTER SOCK STAKING DETAIL
(FT)
SPACING
SLOPE
WATTLE SPACING
1:1
1:2
1:3
1:4 OR FLATTER
GROUND LEVEL
COMPACTED SOIL TO
BACKFILLED AND 4.
2"x2" WOOD STAKE3.
EXISTING GROUND, TYP2.
OVERLAPPING THE ENDS.
TO END, WITHOUT
WATTLES TIGHTLY, END
ABUT ADJACENT
SNUGLY INTO TRENCH.
INSTALL WATTLES 1.
MANUAL.
SOCK, OF OHIO EPA'S RAINWATER AND LAND DEVELOPMENT
CONFORM TO MATERIAL SPECIFICATIONS IN CHAPTER 6, FILTER B.
INSTALLATIONS.
STAKING. LIVE STAKES MAY BE USED FOR PERMANENT
WATTLE IS SECURE TO SLOPE. DO NOT CRUSH WATTLE WHILE
DRIVE STAKES AT EACH END AT SPACING PER TABLE ABOVE UNTIL A.
NOTES:
STEP 2: BACKFILL SOIL AGAINST FILTER SOCK
M
IN
-4
DEVELOPMENT MANUAL.
GRAVEL DROP INLET FILTER, OF OHIO EPA'S RAINWATER AND LAND
CONFORM TO MATERIAL SPECIFICATIONS IN CHAPTER 6, BLOCK AND E.
BLOCKS, CLEAN AND/OR REPLACE.
LONGER ADEQUATELY PERFORMS ITS FUNCTION, PULL STONE AWAY FROM
IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO D.
BARRIER.
2" STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK C.
MESH WITH 1/2 " OPENINGS SHALL BE USED.
THROUGH THE BLOCK CORES. HARDWARE CLOTH OR COMPARABLE WIRE
OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED
WIRE MESH SHALL BE PLACED OVER OUTSIDE VERTICAL FACE (WEBBING) B.
HIGH BUT NO GREATER THAN 24" HIGH.
THE SAME SIZE BLOCKS. THE BARRIER OF BLOCKS SHOULD BE AT LEAST 12"
VARIED, DEPENDING UPON DESIGN NEEDS, BY STACKING COMBINATIONS OF
ADJACENT BLOCKS ABUTTING. THE HEIGHT OF THE BARRIER CAN BE
SINGLE ROW AROUND THE PERIMETER OF THE INLET, WITH THE ENDS OF
PLACE 4"X8"X12" CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A A.
NOTES:
BLOCK AND GRAVEL
9 77
1294.00 FL
1292.50 FL
1293.00 FL
1292.00
1291.60
1295.0
1299.0
1298.0
1297.0
1294.0
1296.0
1295.0
1293.0
1292.0
1293.0
1294.0
1297.0
6", TYP
FILENAME: PLOT DATE: PLOT TIME:$PLOTDATE $PLOTTIME
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
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GENERAL SHEET NOTES
SHEET KEYNOTES
SCALE: 1" = 10'
PLAN
C I V
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AS SHOWN
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708540_CG101.dwg
708540
A. ALL SURFACES DISTURBED DURING
CONSTRUCTION SHALL BE RESTORED TO THEIR
ORIGINAL OR BETTER CONDITION. EXTENT OF
RESTORATION IS APPROXIMATE AND DEPENDENT
UPON CONSTRUCTION ACTIVITIES.
B. ALL NEW SURFACES ARE TO MATCH EXISTING
GRADE WHERE ELEVATIONS OR CONTOURS ARE
SHOWN.
C. ALL NEW IMPERVIOUS SURFACES SHALL SLOPE
AWAY FROM THE BUILDING AT 2% MINIMUM
UNLESS OTHERWISE SHOWN.
D. EXISTING CONTOURS HAVE BEEN TRACED FROM
AS BUILT RECORD DRAWINGS AND ARE
APPROXIMATE.
1. 5' WIDE CONCRETE SIDEWALK WITH CURB, SEE
2/CG501.
2. 5' WIDE CONCRETE SIDEWALK AT GRADE, SEE
2/CG501.
3. 8" CONCRETE PAVEMENT, SEE 3/CG501.
4. ROLL UP DOOR. REFER TO STRUCTURAL
DRAWINGS.
5. BOLLARD, REFER TO ARCHITECTURAL DETAIL ON
A-502.
6. ISOLATION/EXPANSION JOINT AT ALL INTERFACES
OF NEW CONCRETE WITH BUILDING AND EXISTING
CONCRETE PADS, SEE 8/CG501.
7. DOWELED CONSTRUCTION JOINT, SEE 6/CG501.
8. RESTORE AREA WITH SOD AS SPECIFIED, SEE
GENERAL NOTE A.
9. REGRADE AND ARMOR EXISTING SWALE PER
4/CG501.
10. RESTORE SURFACE, SEE 1/CG501.
11. ADD AGGREGATE AND REGRADE AS SHOWN TO
PROVIDE MINIMUM COVER OVER NEW WATER PIPE.
12. CONCRETE DOOR STOOP PER 2/S-502, SIM.
1296.00
1296.00
1295.75
1295.60
B403 ADDITION
FFE 1296.00
1295.98
1295.98
1295.98
1295.98
1295.98
1295.98
10 DOMESTIC
WATER
TRENCH
10ELECTRICAL CONDUIT
TRENCH
0 10 20 30
1" = 10'
N
TYP
TYP
1296.00
1295.50
B403
FFE 1296.00
BID OPTION 1
DOMESTIC
WATER
TRENCH
UTILITIES
TRENCH
EXISTING FLOW LINE
10STORM DRAIN
TRENCH
LIMIT OF WORK
1295.98
LIMIT OF WORK
B500
EXISTING
CONTOUR
10 77
AutoCAD SHX Text
AIRLIFT LANE
AutoCAD SHX Text
HAZARDOUS WASTE
AutoCAD SHX Text
STORAGE FACILITY
AutoCAD SHX Text T
AutoCAD SHX Text
1/4"
NOT FOR
TYP
6"
FILENAME: PLOT DATE: PLOT TIME:5/14/2020 8:53:45 PM
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BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
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NOTES:
OF TRENCH AND TO THE LIMITS OF DISTURBANCE.
TOPSOIL AND SOD SHALL EXTEND BEYOND TOP C.
SMOOTHED, BUT LEFT UN-COMPACTED.
TOPSOIL LAYER, SHALL BE INSTALLED,
THE TOP 6" OF TRENCH BACKFILL, BENEATH THE B.
OSHA REQUIREMENTS.
SAFETY AND IN ACCORDANCE WITH CURRENT
SHORE EXCAVATIONS FOR CONSTRUCTION AND
CONTRACTOR SHALL SLOPE TRENCH WALLS OR A.
d
AC PAVEMENT SURFACING
THIS SHEET.
ASPHALT PAVEMENT SECTION. SEE DETAIL 3 13.
JACKHAMMERED EDGE, TYP (2d/3)12.
SAWCUT, TYP (d/3). 11.
LEVELING COURSE10.
SOD, SEE NOTE C9.
TOPSOIL LAYER8.
TOPSOIL INSTALLED AS SPECIFIED, SEE NOTE C7.
VERTICAL TRENCH SHOWN, SEE NOTE A6.
OFFICER
OTHERWISE APPROVED BY THE CONTRACTING
PROVIDE MOUND FOR SETTLEMENT UNLESS 5.
SEE NOTE B4.
TRENCH BACKFILL AS SPECIFIED. 3.
PLANS.
TRENCH BACKFILL ABOVE PIPE ZONE. REFER TO 2.
COMPACTED AGGREGATE BASE COURSE 1.
SURFACE RESTORATION
TYPICAL CONCRETE SIDEWALK
C.
B.
A.
NOTES:
5.
4.
3.
2.
1.
A BSEE NOTE 5
TYPE(S)
PAVEMENT
NOTE C
CONTRACTION JOINT. SEE
PREPARED SUBGRADE
BASE COURSE
FOR REINFORCING
REFER TO STRUCTURAL
FINISH GRADE
AND FILLED WITH SEALANT AS SPECIFIED.
CONTRACTION JOINT SHALL BE MADE, CLEANED WITH COMPRESSED AIR,
REFER TO CAST-IN-PLACE CONCRETE SPECIFICATION SECTION.
PAVEMENT ABUTS CONCRETE CURB, BUILDING OR ANY RIGID STRUCTURE.
INSTALL 1/2" PREMOLDED JOINT FILLER FULL DEPTH WHERE CONCRETE
CONCRETE PAVEMENT
AC PAVEMENT SECTION
LAWN AREA TRENCH BACKFILL SECTION
6 2
8"8"CONCRETE APRON
(INCHES)
DIMENSION
4" MIN
TO CURB
ADJACENT
TO STRUCTURE
ADJACENT
1'
MIN
TYPICAL SECTION
2 MIN
2 MIN
THIS SHEET.
EXP JOINT DETAIL 8, 6.
AGAINST STRUCTURE)
1/2" PJF (WHERE 5.
PLANS
NOTED OTHERWISE ON
5' WIDTH UNLESS 4.
PREPARED SUBGRADE3.
COURSE
AGGREGATE BASE 2.
CONCRETE
BELOW TOP OF
FINISH GRADE 1" 1.
2% MAX
1% MIN4"
CONSTRUCT CONTROL JOINTS AT 5' SPACING ALONG LENGTH OF SIDEWALK.B.
SIDEWALK, PROVIDE DOWELS CENTERED TO JOINT AT 12" O.C.
CONSTRUCT 3/4" EXPANSION JOINTS AT MAXIMUM 40' SPACING ALONG LENGTH OF A.
NOTES:
2% MAX
1% MIN
4" MIN
4"
DOWELED CONSTRUCTION JOINT
ISOLATION/EXPANSION JOINT
CONTRACTION JOINT SEAL
BAR
PAINT & OIL ONE END OF DOWEL 3.
BAR AT 12" SPACING
18"x3/4" DIA SMOOTH STEEL DOWEL 2.
SHEET
JOINT SEAL, SEE DETAIL 7, THIS 1.
PREFORMED JOINT MATERIAL4.
PAVEMENT THICKNESS, SEE PLANS3.
SILICONE SEALANT
HOT-POURED JOINT SEALER OR 2.
1/4" BELOW SURFACE1.
SNUGLY IN JOINT
NONREACTIVE BACKER ROD TO FIT
NONMOISTURE-ABSORPTIVE, 4.
PAVEMENT
1/8" TO 1/4" BELOW TOP OF
POURED JOINT SEALANT RECESSED 3.
THE WIDTH OF SEALANT RESERVOIR
DEPTH OF SEALANT = 1.0 TO 1.5 TIMES 2.
PAVEMENT THICKNESS
SAWCUT PAVEMENT TO 1/4 x 1.
PROVIDE DOWEL BARS PER DETAIL 6, THIS SHEET.C.
ISOLATION/EXPANSION JOINT SPACING IS NOT TO EXCEED 75'.B.
BUILDING, DROP INLET, LIGHT POST, OR ANY RIGID STRUCTURE.
CONSTRUCT ISOLATION/EXPANSION JOINT WHERE PCCP ABUTS CONCRETE CURB, SIDEWALK, A.
NOTES:
BACKER ROD CAN BE USED AT CONTRACTOR'S OPTION
NOTE:
JOINT SPACING SHALL BE 12' TO 15' OR AS SHOWN.
NOTE:
.5
1/2" TO 5/8"
MIN
1/4"
3/4"
/4
/2
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708540_CG501.dwg
4'-0" MIN
4 4
1 1
SWALE SECTION
GRAVEL SURFACING
6" MIN
2" MIN
GEOTEXTILE FABRIC3.
WITH FILTER
CHANNEL PROTECTION TYPE C,
MINIMUM 2'-0" THICK ROCK 2.
MATCH EXISTING GRADE, TYP1.
4.
3.
2.
1.
M
IN
PREPARED SUBGRADE
EXISTING THICKNESS.
BASE COURSE. MATCH
AC PAVEMENT
FINISH GRADE
MIN
12"
M
IN6
T
11 77
IR
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F T
LA
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CAPPED
METER PIT
FH #12
6" DIA. FWS GV
D
IA
W D
M
D
IA
D W S F
W S
4" DIA. WDM GV
4" DIA. FS/DWS GV
1" DIA. DWS GV
1"
D
IA
D W S
SMH
6" PVC
STCB
DS
DS
3" NGS
E
T16
GROUND ROD - TYP.
R4.96'
ALL GROUND WIRES ARE
#4/0 AWG SOFT DRAWN COPPER CABLE
3/4" DIA. x 10'-0"
#3/0 AWG COPPER WIRE
COMM BOARD
1/4" x 2" x 5'-0"
COPPER GROUND BAR
BLDG WATER LINE
HH-403
STTD
GROUNDING POINTS
ST HEADWALL
OWS
6" PVC
R M
3/4" DIA. x 10'-0"
GROUND ROD
10' FROM RIGID FRAME WEB
GROUND ROD GRID
TRANSFORMER GRID
10' x 10' x 10'
GROUNDING POINT
3/4" DIA. x 10'-0"
GROUND ROD
SMH
CO
S S
PANEL
MDP
PANEL
MDP
DS
DS
6" RWC
NGD 3" GV #2
ST HEADWALL
CA09, 71-75
PROTECTED
T
CA09, 71-75
T
PROTECTED
P6-24F
CA09, 71-75
UNK
COMM
CONSTRUCTION
NOT FOR
FFE 1296.00
B403
B500
FILENAME: PLOT DATE: PLOT TIME:5/14/2020 8:54:00 PM
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1"0 c
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GENERAL SHEET NOTES
SHEET KEYNOTES
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708540_CU101.dwg
0 10 20 30
1" = 10'
N
SCALE: 1" = 10'
PLAN
TRENCH UTILITIES PER DETAIL 1/CU501.E.
UTILITIES PASS BELOW THEM. SEE DETAIL 2/CU501.
SUPPORT OF EXISTING UTILITIES WHERE NEW
CONTRACTOR SHALL PROVIDE ADEQUATE D.
AWWA STANDARDS.
POINT RATED TO 150 PSI AND COMPLYING WITH
CONSTRUCTION OF SLIP-ON MECHANICAL JOIN
CLOSER PLACEMENT IF SEWER AND WATER ARE
EDITION. REVIEWING AGENCY MAY ALLOW
EDGE) PER THE TEN STATES STANDARDS, 2014
PROPOSED WATER MAIN (MEASURED EDGE TO
HORIZONTALLY FROM ANY EXISTING OR
SEWERS SHALL BE LAID AT LEAST TEN FEET C.
EXISTING UTILITIES TO REMAIN.
CONTRACTOR TO RETAIN AND PROTECT ALL B.
UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL A.
CLEANOUT TO GRADE.15.
PIPING.
SEE M-101 FOR GAS METER AND CONTINUATION OF 14.
CONNECTION INSIDE EXISTING MANHOLE.
PLUG EXISTING 6" SANITARY SEWER PIPE 13.
FOR INVERT ELEVATIONS.
DISCHARGE CONTROL STRUCTURE, SEE 2/CU502 12.
INVERT ELEVATIONS.
TOTAL STORAGE 375 CU FT. SEE 1/CU502 FOR
SINGLE CHAMBER ROW INFILTRATION GALLERY. 11.
LOCATION, SEE 5/CU501.
CONNECTION TO ALIGN WITH DOWNSPOUT
INSTALL FITTINGS, PIPE AND DOWNSPOUT 10.
SPECIFICATION SECTION 33 11 23.
INSTALL EXCESS FLOW VALVE IN LINE. REFER TO
CONNECT TO EXISTING 3" NATURAL GAS PIPE. 9.
TO B500.
CONNECT TO EXISTING WATER LINE FOR SERVICE 8.
THRUST BLOCK, SEE 3/CU501.7.
6/CU501.
6"X8"X8" TEE AND POST INDICATOR VALVE, SEE 6.
4"X8"X8" TEE AND GATE VALVE, SEE 7/CU5015.
STANDARDS.
150 PSI PRESSURE RATED PIPE MEETING AWWA
NOT POSSIBLE, THE SEWER MATERIALS SHALL BE
JOINTS ARE AS FAR FROM SEWER AS POSSIBLE. IF
OF WATER PIPE SHALL BE LOCATED SO THAT BOTH
BETWEEN OUTSIDE OF PIPES. ONE FULL LENGTH
HAVE A MINIMUM VERTICAL DISTANCE OF 18"
AS CLOSE TO PERPENDICULAR AS POSSIBLE AND
WATER MAINS CROSSING SEWERS SHALL BE LAID 4.
4/CU501.
PIPE TO EXISTING MANHOLE CONNECTION, SEE 3.
PIPING AND LOCATION OF FIRE WATER DCDV.
RISER ROOM. SEE FX101 FOR CONTINUATION OF
BUILDING FIRE SERVICE RISER LOCATED IN FIRE 2.
SEE P-101 FOR CONTINUATION OF PIPING.1.
4" EXST SD IE 1292.00
8" SD 25.2 LF
@ 0.5% MIN
8" SD 7.0 LF
@ 0.5% MIN
4" SD 37.8 LF
@ 1.0% MIN
6" SD 64.1 LF
@ 1.0% MIN
4" IE 1293.00
PIPE TO
DAYLIGHT
BID OPTION 1
8" DOMESTIC AND
FIRE W SERVICE
76.5 LF
SEE NOTE C
3" NG 53.7 LF
4" DOMESTIC W
95.2 LF
SEE NOTE C
6"SS 15.1 LF
@ 1.0% MIN
EXST SS MH
RIM EL= 1295.90
EXST IE 6" (NW) INV EL= 1291.58
IE 6" (N) INV EL= 1291.78
EXST IE 6" (E) INV EL= 1291.58
EXISTING FIRE
HYDRANT
FFE 1296.00
ADDITIONB403
8" SD IE 1292.00
4" EXST SD IE 1292.00
TOP EXST 6" SS ~ 1291.78
IE 8" W ~ 1293.25
6" SD 13.3 LF
@ 1.0% MIN. 15
12 77
FILENAME: PLOT DATE: PLOT TIME:5/14/2020 8:53:46 PM
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1"0 c
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708540_CU501.dwg
TYPICAL TRENCH
1. NEW SURFACING, OR SURFACE
RESTORATION, SEE PLANS
2. TRENCH BACKFILL ABOVE PIPE
ZONE
3. PIPE OUTSIDE DIAMETER
4. PIPE BEDDING MATERIAL
5. NOT USED.
6. DEPTH OF COVER, MIN 36" UNO
7. MARKING TAPE AS SPECIFIED
8. PIPE ZONE
9. MINIMUM WIDTH = PIPE OD +
1'-6"
10. 4" THICK RIGID FOAM BOARD
INSULATION, WHERE SHOWN
(SANITARY SEWER PIPE WITH
LESS THAN 4' OF COVER OVER
PIPE)
CLSF SUPPORT IS REQUIRED:
FILL (CLSF)
LOW-STRENGTH
CONTROLLED1.
PLAN
SECTION
CLSF REQUIREMENTS.
REFER TO SPECIFICATIONS FOR D.
UNDER AN EXISTING PIPELINE.
A NEW PIPELINE IS CROSSING
AT ALL PIPE CROSSINGS WHERE C.
12".
BETWEEN THEM IS LESS THAN
PIPELINE AND THE CLEARANCE
CROSSING OVER AN EXISTING
WHEN A NEW PIPELINE IS B.
THEM IS LESS THAN 12".
AND CLEARANCE BETWEEN
WHEN BOTH PIPELINES ARE NEW A.
TRENCH PIPE CROSSING
RESILIENT SEATED GATE VALVE AND VALVE BOX
GREASE CAP11.
4"x16"x16" CRADLE OR 1 BAG CONCRETE10.
PLACE POLYURETHANE BETWEEN GATE VALVE & CONCRETE
WATER MAIN, OD9.
RESILIENT SEATED GATE VALVE (AWWA 509).8.
COMPACTED FILL AROUND 6" PIPE & CASING7.
STEM EXTENSION (IF REQUIRED) TOP OF VALVE STEM MUST NOT BE DEEPER THAN 5'6.
ADJUSTABLE VALVE CAST IRON SERVICE BOX.5.
CONCRETE COLLAR, FLUSH WITH GRADE4.
FINISH GRADE3.
TOP OF CASTING LID TO BE FLUSH WITH SURFACE2.
PAVEMENT1.
1 2
24" MAX
12" MIN
4"
HORIZONTAL VALVE
VERTICAL VALVE
1 2 3
24" MAX
12" MIN
4"
8 8
BEND ANGLE
22 1/2°11 1/4°45°
1.0
1.2
1.7
2.3
3.0
3.8
4.7
6.813.6
9.4
26.2
18.1
14.6
1.0
1.6
2.9
4.6
6.6
8.9
1.0
1.5
2.4
3.4
4.6
6.0
7.6
11.6
4 1.4
3.0
5.3
8.4
12.0
16.3
21.3
27.0
33.3
48.0
1.0
2.1
3.8
5.9
8.5
11.5
15.0
19.0
23.5
34.0
1.4
3.0
5.4
8.4
12.0
16.3
21.3
27.0
33.3
48.0
-1.9
4.3
7.6
11.8
17.0
23.0
30.0
38.0
47.0
68.0
(HORIZONTAL BENDS)
AA
BEARING AREA OF THRUST BLOCKS IN SQ. FT.
12" AND LESS
14"-16"
#6
#8
ROD
SIZE
30"
36"
(VERTICAL BENDS)
FITTING
SIZE
BEND ANGLE
SIZE
FITTING
2.7
4.0
6.0
8.5
11.5
14.8
0.4
0.6
0.9
1.3
1.8
2.3
1.0
1.5
2.3
3.2
4.3
5.6
0.20.4
45°
1.14
EMBEDMENT
22 1/2° 11 1/4°
VOLUME OF THRUST BLOCK IN CUBIC YARDS
WYE
PLUGGED CROSS
PLUGGED TEE
PLUGGED CROSS*TEE
BEND
NOTES
RUN
PLUGGED
TEE
CROSS
PLUGGED
90° BEND
CAP
PLUG, OR
TEE, WYE,
SIZE
FITTING
A
A/2*A/2*
PROFILE
A
TABULATED TOTAL AREA
* EACH AREA (A/2) IS 1/2 OF
S' = ACTUAL SOIL BEARING PRESSURE, PSF.
P' = ACTUAL TEST PRESSURE, PSIG
SIZES)
EMBEDDED IN CONCRETE (SEE TABLE FOR
GALVANIZED RODS OVER FITTING AND
FACE OF BOLTS
1/4" PLYWOOD OVER
THRUST BLOCK
SHUT
30"
MIN
36"
MIN
FIRE SUPPRESSION SERVICE8.
PADLOCK, COORDINATE WITH BASE7.
FINISH GRADE6.
CONDUIT5.
TELESCOPING BARREL4.
NOT USED.3.
PIV BODY2.
SWITCH
NON-RISING STEM SHUT-OFF 1.
POST INDICATOR VALVE (PIV)
ALLOWABLE SOIL BEARING STRESS IS 2000 LBS/SQ FT.11.
TEST PRESSURES ARE SHOWN IN THE PIPING SCHEDULE.10.
LEFT OF SOLID LINE IN TABLE.
YARDS REQUIRE SPECIAL BLOCKING DETAILS. SEE PLANS FOR VOLUMES SHOWN TO
VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CUBIC 9.
BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQ FT.8.
TAKE PRECEDENCE OVER THIS STANDARD
BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS 7.
SHALL BE THE SAME AS FOR HORIZONTAL BENDS.
THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD RESULTANT THRUSTS 6.
BEARING STRESSES, MULTIPLY TABLE VALUES BY THE FACTOR(13.33)(P'/S' ), WHERE:
FT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL
PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS/SQ
BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON TEST 5.
VALUE).
PRESSURES, USE THE FOLLOWING EQUATION: VOLUME = (TEST PRESS./150) x (TABLE
CONCRETE = 4050 LBS/CU YD. TO COMPUTE VOLUMES FOR DIFFERENT TEST
THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSIG AND THE WEIGHT OF
THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT 4.
ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIFICATIONS.
BELOW, ADJUSTED, IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND
REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE AS INDICATED 3.
CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH.2.
KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES.1.
NOTES
NOTES
NOTES
NOTES
NOTES
DRAIN CONNECTION
ROOF DRAIN.
FOR CONNECTION TO
PLUMBING. SEE DWG P-102
ROOF DOWNSPOUT PER 8.
AS SHOWN ON PLANS
4" OR 6" CAST IRON PIPE, 7.
10% MAX SLOPE
ON PLANS. 1% MIN SLOPE,
4" OR 6" PIPE, AS SHOWN 6.
SHOWN ON PLANS
4" OR 6" ELBOW, AS 5.
4" STRUCTURAL FILL4.
4" CONCRETE COLLAR3.
OPENING
STEEL SCREEN WITH 1/4"
REMOVABLE STAINLESS
4" OR 6" DIAMETER 2.
NEW BUILDING FASCIA1.
3% SLOPE
PLANS
IE SEE
C
O V
E R M
IN
M
IN6
2' DIA
PLANS
SEE ARCH
VERTICAL ROOF
PIPE CONNECTION TO EXST MH
NOTES
NEW PIPE8.
NEOPRENE GASKET7.
1-1/2" PIPE DIA, 18" MAX6.
APPROVED FLEX COUPLING
INSERT OR PLAIN END WITH
PIPE BELL WITH RUBBER
FLEXIBLE JOINT REQUIRED. 5.
NON-SHRINK GROUT
WALL. THEN SEAL WITH
WET PIPE AND CONCRETE 4.
PLAN
INVERT ELEVATION SHOWN ON 3.
INSTALLING GROUT AND PIPE
. CLEAN PRIOR TO +OD+2-1/2"
CORE DRILL HOLE PIPE 2.
WALL
EXISTING CONCRETE MANHOLE 1.
REQUIRED
11. SERVICE CONN PIPE, IF
REQUIRED
SERVICE CONN PIPE AS
10. PLUG OR ADAPTER TO
9. 45° BEND
8. PIPE OD + 1"
7. CONCRETE COLLAR
COVER
6. CLEANOUT FRAME AND
5. OTHER AREAS
4. ASPHALT CONCRETE
SPECIFIED
3. PIPE BEDDING MATERIAL AS
8" AROUND CLEANOUT WYE
MATERIAL FOR A MINIMUM OF
2. PROVIDE PIPE BEDDING
1. WATERTIGHT PIPE PLUG
9"
/8
1'-5 1/8"
2'-0" SQ
CLEANOUT
CLEANOUT FRAME AND COVER
EXTERIOR CLEANOUT
TYP
12"
M
IN3
T Y
P
TYP
M
IN
13 77
51.4"
(TYP)
12"
MIN.
(TYP)
HIGHLY PERMEABLE,
NON-WOVEN
GEOTEXTILE FABRIC
4" INSPECTION PORT SCHEDULE
40 PVC RISER WITH RING AND
COVER
N
M
I N
NOTES
1. REVEGETATE WITH NATIVE OR APPROVED SEED MIX AS
SPECIFIED.
2. BACKFILL USING NATIVE MATERIAL.
3. WELL GRADED GRANULAR FILL (AASHTO M145 A1) COMPACTED
TO 90% STANDARD DENSITY PER AASHTO 799 AND AS SPECIFIED.
4. FREE DRAINING ANGULAR WASHED STONE 3/4" -2" PARTICLE SIZE.
VOLUME OF STONE REQUIRED ~ 360.3 CUBIC FEET
FILTER FABRIC
SINGLE ROW CHAMBER
CONFORMING TO ASTM
F-2418 & ASTM F-2787.
PROVIDE STORAGE VOLUME
OF 377.5 CUBIC FEET
1 LAYER OF
GEOTEXTILE
FABRIC
1295.5
1294.0
1294.5
1295.0
1291.48
1290.98
FILENAME: PLOT DATE: PLOT TIME:
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BAR IS ONE INCH ON
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1"0 c
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I L
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708540_CU502.dwg
708540
6'
Ø
M I N
M
A X
6"
3" CLR
NOTES:
1. DISCHARGE CONTROL STRUCTURE, DOUBLE WALL, MEETING UL-2215
REQUIREMENTS, ~1,300 GALLON (BOTTOM ELEV. = 1290.00).
2. 8" PVC INLET PIPE INV. IN = 1291.45
3. 6" THICK RECTANGULAR WEIR (INV. = 1292.65, TOP = 1292.98) BOTTOM
WIDTH = 2 FT, H = 4"
4. 8" PVC OUTLET PIPE (INV. 1291.70)
5. 30" DIA. MH ACCESS LID
6. #5 @12" EACH WAY
7. #5 @ 12" REBAR DOWEL ADHESIVE ANCHOR WITH 3-1/2" MIN EMBED
A
B
SECTION A-A
SECTION B-B
INFILTRATION GALLERY SECTION VIEW
NTS
DISCHARGE CONTROL STRUCTURE
14 77
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FILENAME: PLOT DATE: PLOT TIME:5/14/2020 8:52:20 PM
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A-001
P
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708540_A-001.dwg
REFERENCE SYMBOL LEGEND ABBREVIATIONSARCHITECTURAL DIMENSIONING
ADJACENT PARTITION.
OFF OF THE FINISHED FACE OF
THE EDGE OF DOOR JAMBS 4-INCHES
UNLESS INDICATED OTHERWISE LOCATE
FACE OF WALL OR PARTITION.
DIMENSION STRINGS ARE TO THE FINISH
UNLESS INDICATED OTHERWISE ALL
CENTER LINES OR OPENINGS IN WALL).
FINISH FACE OF WALL (EITHER FROM COLUMN
EXTERIOR DIMENSION STRINGS ARE TO THE
UNLESS INDICATED OTHERWISE ALL
IS TYPICAL EXCEPT WHERE DIFFERENT VALUE IS NOTED ELSEWHERE.
"UNLESS OTHERWISE NOTED" - MEANING THAT THE INDICATED VALUE
"UON" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR 13.
TYPE OF BUILDING ELEMENT BEING DIMENSIONED.
DIMENSIONS. ACTUAL DIMENSIONS MAY VARY DEPENDING ON THE
SHOWN ON THESE DRAWINGS ARE NOMINAL OR MODULAR
ROUGH OPENING ("RO") AND MASONRY OPENING ("MO") DIMENSIONS 12.
ALIGNED WITHIN THE SAME PLANE.
LOCATE THE FINISHED FACES OF TWO SEPARATE ASSEMBLIES TO BE
"ALIGN" AS USED IN THESE DOCUMENTS MEANS TO ACCURATELY 11.
TO FINISH FACE.
OF THE CONTRACTING OFFICER. CLEAR DIMENSIONS ARE TYPICALLY
DIMENSION IS NOT ADJUSTABLE WITHOUT THE WRITTEN APPROVAL
"CLEAR" AS USED IN THESE DOCUMENTS MEANS THAT THE 10.
GREATER THAN THAT INDICATED.
ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR QUALITY
"MAXIMUM" - MEANING THAT THE CONDITION IS SLIGHTLY
"MAX" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR 9.
INDICATED.
BUT MAY NOT VARY TO A DIMENSION OR QUALITY LESSER THAN THAT
"MINIMUM" - MEANING THAT THE CONDITION IS SLIGHTLY ADJUSTABLE
"MIN" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR 8.
ACCOMMODATE OTHER FACTORS.
DIMENSION AS CONSTRUCTED MAY BE ADJUSTED SLIGHTLY TO
FIELD BY THE CONTRACTOR AND FOR NEW CONDITIONS THE ACTUAL
EXISTING CONDITIONS THE DIMENSIONS MUST BE VERIFIED IN THE
" +/- " OR "VERIFY" AS USED IN THESE DOCUMENTS MEANS THAT FOR 7.
INTENDED TO BE OF EQUAL LENGTH.
"EQUAL" - MEANING THAT THE DIMENSIONS ON A STRING ARE
"EQ" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR 6.
INDICATED.
INSTALLED DIMENSIONS MAY VARY SLIGHTLY FROM WHAT IS
"NOMINAL" - MEANING THAT ACTUAL MANUFACTURED, ASSEMBLED OR
"NOM" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR 5.
PROCEEDING WITH WORK.
ANY INCONSISTENCIES TO THE CONTRACTING OFFICER PRIOR TO
DIMENSIONS INDICATED WITH ACTUAL FIELD CONDITIONS. REPORT
FABRICATION OF ALL SYSTEMS AND ASSEMBLIES. COORDINATE
COORDINATE DIMENSIONS INDICATED IN THESE DRAWINGS WITH 3.
FINISHED WALL OR PARTITION SURFACE OR TO EDGE OF OPENINGS.
TYPICALLY, DIMENSIONS ARE TO COLUMN CENTER LINES, FACES OF 2.
DO NOT SCALE DRAWINGS - FOLLOW WRITTEN DIMENSIONS ONLY.1.
SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.
"TYPICAL" - MEANING THAT THE CONDITION OR DIMENSION IS THE
"TYP" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR 14.
ADJUSTABLE TO ACCOMMODATE ACTUAL CONDITIONS.
NEW CONSTRUCTION SHALL MEAN THAT THE DIMENSION IS SLIGHTLY
DIMENSIONS AND MUST BE VERIFIED IN THE FIELD. +/- AS USED IN
ALL DIMENSIONS FOLLOWED BY +/- OR "VERIFY" ARE EXISTING 4.
a.
b.
c.
A5
A-203
1/8" = 1'-0"
A-123
A1
FLOOR PLAN
A402
A3
A402
A3
DRAWING TITLE
SHEET FROM WHICH DRAWING IS FIRST REFERENCED (IF USED)
DRAWING LOCATION DESIGNATOR
SCALE OF DRAWING
DRAWING NAME OR DESCRIPTION
DETAIL CUT DESIGNATION
LIMITS OF DETAIL CUT
SHEET WHERE DRAWING IS LOCATED
DRAWING LOCATION DESIGNATOR
SECTION / DETAIL CUT DESIGNATION
SHEET WHERE DRAWING IS LOCATED
DRAWING LOCATION DESIGNATOR
IMAGE SHOT
BUILDING
LOCATION OF EXISTING
EXTERIOR ELEVATION DESIGNATION
SHEET WHERE DRAWING IS LOCATED
DRAWING LOCATION DESIGNATOR
DEMOLITION KEYED NOTE
KEYED NOTE
DOOR TAG
W5
L3
EXTERIOR LOUVER TAG
EXTERIOR WINDOW (GLAZED OPENING) TAG
N
NORTH AND TRUE-NORTH INDICATOR
INDICATES PROJECT (PLAN) NORTH
REVISION DESIGNATION
REVISION CLOUD
B
COLUMN AND GRID DESIGNATION
EL: 110'-0"
BOD
TOC = 100'-0"
ELEVATION POINT DESIGNATION - PLAN VIEW
WALL / BUILDING SECTION OR ELEVATION VIEW
ELEVATION POINT DESIGNATION -
ROOM NAME
ROOM NAME AND NUMBER DESIGNATION
0A
PARTITION TYPE TAG
EXISTING DOOR TO BE REMOVED
EXISTING WALLS/PARTITIONS TO BE REMOVED
NEW DOOR
GENERAL NOTES
TELECOMMUNICATION DRAWINGS.
MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND
MUST BE COORDINATED WITH UTILITIES INDICATED ON CIVIL,
DRAWINGS ARE FOR REFERENCE ONLY. EQUIPMENT LOCATIONS
EQUIPMENT LOCATIONS INDICATED ON ARCHITECTURAL 19.
CONFORM TO SIMILAR WORK ON THE PROJECT.
SPECIFIC DETAILS ARE INDICATED, CONSTRUCTION SHALL
OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO
NOTES AND DETAILS ON DRAWINGS MUST TAKE PRECEDENCE 18.
FLOOR ELEVATIONS REFERENCED ARE TOP OF CONCRETE SLABS.17.
THE DRAWINGS MUST BE COORDINATED WITH THE COR.
ALL PARTITION/WALL MOUNTED EQUIPMENT NOT INDICATED ON 16.
COORDINATE WITH ALL SCOPE OF WORK.
GOVERNMENT FURNISHED AND CONTRACTOR INSTALLED.
ITEMS INDICATED ON THE DRAWINGS AS "GFCI" MEANS 15.
APPLICABLE.
POWER, PLUMBING, AND OTHER REQUIRED UTILITIES AS
COORDINATE WITH THE GOVERNMENT FOR THE REQUIRED
GOVERNMENT FURNISHED AND GOVERNMENT INSTALLED.
ITEMS INDICATED ON THE DRAWINGS AS "GFGI" MEANS 14.
USE. ALL TRADES MUST USE THE SAME BENCHMARK.
ESTABLISH A SITE BENCHMARK FOR ALL SUBCONTRACTORS TO 13.
MATERIAL AND IS NON-PROPRIETARY.
OUTLINES THE SPECIFIC CRITERIA FOR THE EQUIPMENT OR
UTILIZED FOR BASIS OF DESIGN ONLY, THE SPECIFICATION
ANY MANUFACTURER'S NAME AND/OR DOOR NUMBERS ARE BEING 12.
TO STORING OF MATERIAL AND EQUIPMENT.
OWNER ASSUMES NO RESPONSIBILITY FOR DAMAGE OR LOSS DUE 11.
MARKERS, STAINS, PAINTS, OIL, OR OTHER DEFECTS.
CONSTRUCTION AND SHALL BE FREE OF ALL CONSTRUCTION
EXPOSED CONCRETE FLOORS SHALL BE PROTECTED DURING 10.
SIMILAR DETAILS MUST BE USED SUBJECT TO REVIEW BY THE COR.
INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF 9.
PROCEEDING WITH THE WORK.
ATTENTION OF THE COR AND MUST BE RESOLVED BEFORE
DIMENSIONS. ALL DISCREPANCIES MUST BE CALLED TO THE
COORDINATE THE WORK OF ALL TRADES AND CHECK ALL 8.
ACCESS TO THE WORK AREA MUST BE AS DIRECTED BY THE COR.7.
HAUL ROUTE TO THE SITE MUST BE COORDINATED…
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