W912QR20B0019Plans-0000.pdf
PDF 20 MB Posted
- Attached to
- Rebuild Test Structures at Lima, OH Federal contract opportunity
- Solicitation number
- W912QR20B0019
About this file
This document provides details on a federal contract solicitation for construction services. The U.S. Army Corps of Engineers Louisville District is seeking bids to rebuild test structures at Lima, Ohio, including a new concrete mobility test slope and water fording pit. The project scope involves demolishing existing structures and constructing new access drives, grading, drainage and utility connections to support the test structures. Bids are due by sealed submission and will be evaluated based on lowest price. The contract is set aside for small businesses and has a magnitude between $1 million to $5 million. Interested parties must register in the System for Award Management and Joint Certification Program to receive the solicitation, which includes additional registration and certification requirements. The point of contact for questions is the named Contract Specialist.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Opening Results.pdf | ||
| W912QR20B0019-0004.pdf | ||
| W912QR20B0019Plans-0003.pdf | ||
| W912QR20B0019Specs-0003.pdf | ||
| W912QR20B0019-0002.pdf | ||
| US Certification Letter.docx | DOCX document | |
| W912QR20B0019Specs-0001.pdf | ||
| Site Visit Roster Sheet.pdf | ||
| W912QR20B0019Specs-0000.PDF | ||
| US Certification Letter.docx | DOCX document |
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US Army Corps of Engineers
US Army Corps of Engineers ®
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LOUISVILLE DISTRICT
JOINT SYSTEMS MANUFACTURING CENTER
LIMA, OHIO
ISSUE DATE: JUNE 24, 2020
SOLICITATION NO.: W1912QR20B0019
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SHEET ID SHEET TITLE
G-001 COVER SHEET
G-201 LOCATION MAP
G-202 CONTRACTOR LAYOUT AREA
V-101 OVERALL SITE SURVEY
V-111 SITE SURVEY
V-112 SITE SURVEY
B-111 BORING LAYOUT PLAN
B-301 BORING LOGS
C-001 CIVIL LEGEND AND ABBREVIATIONS
CD101 OVERALL DEMOLITON PLAN
CD111 DEMOLITION PLAN
CD112 DEMOLITION PLAN
CD701 DEMOLITION PHOTOGRAPHS
CS101 OVERALL LAYOUT PLAN
CS111 LAYOUT PLAN
CS121 CONCRETE PAVEMENT JOINT LAYOUT PLAN
CS501 LAYOUT DETAILS
CS502 LAYOUT DETAILS
CG101 OVERALL GRADE AND DRAIN
CG111 GRADE AND DRAIN PLAN
CG112 GRADE AND DRAIN PLAN
CG501 GRADE AND DRAIN DETAILS
CG502 GRADE AND DRAIN DETAILS
CG503 GRADE AND DRAIN DETAILS
CG504 GRADE AND DRAIN DETAILS
CU101 OVERALL UTILITY PLAN
CU111 UTILITY PLAN
CU112 UTILITY PLAN
CU201 SANITARY SEWER PROFILES
CU211 WATER PROFILES
CU501 UTILITY DETAILS
CU502 UTILITY DETAILS
CU503 UTILITY DETAILS
CU504 UTILITY DETAILS
ES101 SITE ELECTRICAL PLAN
ES501 SITE ELECTRICAL DETAIL
S-001 GENERAL STRUCTURAL NOTES AND DESIGN
CRITERIA
S-111 WATER TEST BASIN
S-112 MOBILITY TEST SLOPE
S-302 FOUNDATION SECTIONS AND DETAILS
S-303 FOUNDATION SECTIONS AND DETAILS
S-304 FOUNDATION SECTIONS AND DETAILS
P-001 PLUMBING ABBREVIATIONS, LEGEND AND
GENERAL NOTES
PP110 SITE PLAN - PLUMBING
P-701 MECHANICAL CONTROLS
P-702 MECHANICAL CONTROLS
CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMENT'S MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS. UNLESS INDICATED OTHERWISE ON THE PLANS OR SPECIFICATIONS (E.G. SOLE-SOURCE), ALL LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR EXCEED THE STANDARD
QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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W912QR20B0019
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LIMA
VICINITY MAP
STATE MAP
LOCATION MAP
ACCESS GATE
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PROJECT LOCATION
PROJECT
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REFER TO SPECIFICATION SECTION 00 80 00.00 06 FOR
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CONTRACTOR
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NOTES:
1. CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF CONTRACTOR LAYDOWN AREA WITH
CONTRACTING OFFICER.
2. CONTRACTOR RESPONSIBLE FOR SECURING CONTRACTOR LAYDOWN AREA.
3. CONTRACTOR SHALL RESTORE CONTRACTOR LAYDOWN AREA TO PRE-CONSTRUCTION
CONDITIONS AT END OF PROJECT.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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US Army Corps of Engineers
GENERAL SURVEY NOTES
1. FIELD SURVEY PERFORMED BY:
CHOICE ONE ENGINEERING
440 E. HOEWISHER RD
SIDNEY, OH 45365
(937) 497-0200
2. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983
(NAD 83 (CORS 2011)) OHIO STATE PLANE NORTH.
3. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD88)
4. 1 FOOT CONTOUR INTERVAL.
5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN
LOCATED FROM FIELD SURVEY INFORMATION AND
EXISTING DRAWINGS. ALL UTILITIES SHALL BE FIELD
VERIFIED PRIOR TO WORK BEING STARTED.
6. DATE OF SURVEY: 25 FEB 2020
80' 40' 0 80' 160' 240'
GRAPHIC SCALE: 1" = 80'
N
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MINOR CONTOUR.
STORM DRAINAGE LINE.
SANITARY SEWER LINE.
WATER LINE.
ELECTRIC LINE.
V-112
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VERTICAL AND HORIZONTAL CONTROL
MONUMENTS
COORDINATES (NAD 83 FT/PRVD02)
ELEV. (FT)
DESCRIPTION
NORTHING EASTING
B.M. #1 379933.582 1515696.230 875.69
"X" CUT ON EAST SIDE OF CONCRETE BASE OF LIGHT POLE #19 AT
THE ENTRANCE TO TEST TRACK
B.M. #2 380225.886 1516439.391 883.53
BOLT TIP ARROW TOP FLANGE FIRE HYDRANT 140'± SOUTH OF
FILLING STATION
B.M. #3 380541.558 1516333.192 874.45
BOLT TIP ARROW TOP FLANGE FIRE HYDRANT NORTH WEST
CORNER INTERSECTION JUST NORTH OF THE FILLING STATION
B.M.#4 381201.958 1515926.226 867.82
BOLT TIP ARROW TOP FLANGE FIRE HYDRANT EAST SIDE OF THE
EXISTING TANK
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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ST MH #1
TOP 863.74
21" SE INV 859.84
24" NE INV 859.69
27" NW INV 859.54
EX CB #3
TOP 864.24
30" SE INV 858.29
24" NW INV 856.94
30" NE INV 856.84
ST MH #3
TOP 864.91
12" SW INV 859.81
4" NE INV 862.01
ST MH #4
TOP 864.14
6" E INV 857.84
4" NW INV 859.09
ST MH #2
TOP 864.02
27" SE INV 858.92
12" SE INV 860.10
30" NW INV 858.87
EX CB #4
TOP 861.96
12" N INV 859.16
EX CB #5
TOP 860.59
12" S INV 857.84
12" NE INV 857.84
8" NW INV 859.24
SAN MH #1
TOP 866.42
8" NW INV 861.02
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SAN MH #2
TOP 865.00
8" NW INV 860.20
8" SE INV 860.20
EX CB #1
TOP 863.79
24" SW INV 860.54
12" NE INV 860.69
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4" E INV 863.07
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S t r u c t u r e s
C
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S h e e t s S u r v M a p T
S S
T V d n a m
US Army Corps of Engineers
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
MAJOR CONTOUR.
MINOR CONTOUR.
STORM DRAINAGE LINE.
SANITARY SEWER LINE.
WATER LINE.
ELECTRIC LINE.
LEGEND
SD
SAN
W
E
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
P
T
P
E
V.P.
CONC. PVMT.
CONC.
PVMT.
A
S
P
H
A
L
T
P
V
M
T
A
S
P
H
A
M
T
CONC. PVMT.
ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
B.M. #2
LP 8
LP 9
LP 10
LP 12
LP 13
LP 14
LP
LP 16
LP 17
LP 18
LP 20
LP21
LP22
TRAV PT.
#102
S D
S D
E
C
E x
C
M P
GRAVEL PVMT.
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
A S
P H
A
M
T
SOIL BORING #1
SOIL BORING #2
SOIL BORING #3
D
C
B
D
C
B
S
D
S
D
S
D
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4 8
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INV: 868.71
B O
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L A
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N
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2 3 4 5 6 7 8 9 10
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N
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C A
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D
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S C
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N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s G e o t e c h T
S S
T B d n a m
US Army Corps of Engineers
BORING LOCATION
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
LEGEND
COORDINATE CHART
BORING # NORTHING EASTING
380,197.11 1,516,311.84
380,343.92 1,516,307.34
380,244.87 1,516,178.94
GENERAL BORING NOTES
1. REFER TO SHEET B-301 FOR BORING LOGS.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
R I N
G
L O
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A
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Y
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S h e e t s G e o t e c h T
S S
T B d n a m
US Army Corps of Engineers
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
INDEX CONTOUR
INDEX CONTOUR
INDEX CONTOUR
INDEX CONTOUR
SFSF
DITCH CENTERLINE
INDUSTRIAL WASTE
OVERHEAD PRIMARY
FENCE
PROPERTY LINE
EASEMENT
TREE LINE
CULVERT PIPE
STORM DRAIN
SANITARY SEWER
FIRE WATER
WATER
GAS
LP GAS
OVERHEAD COMMUNICATIONS
UNDERGROUND PRIMARY
OVERHEAD SECONDARY
UNDERGROUND SECONDARY
NON-POTABLE WATER
CONSTRUCTION LIMTS
SILT FENCE
REFER TO ES001 FOR
PROPOSED SITE
ELECTRICAL AND
COMMUNICATIONS
MARSH, SWAMP OR WETLANDS
CONTOURS
INTERMEDIATE
CONTOURS
UNDERGROUND COMMUNICATIONS
EXISTING
PROPOSED
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MANHOLE
CLEAN-OUT
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FIRE DEPARTMENT CONNECTION
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CATCH BASIN
POWER POLE
LIGHT POLE
POLE MOUNTED LIGHT
TRANSFORMER PAD
GUY
TELEPHONE PEDESTAL
BORING
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SINGLE POST SIGN
STREET SIGN
STEEL GUARD POST
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CONIFEROUS TREE
DECIDUOUS TREE
STORM SEWER MANHOLE
SSMH-1
SDMH-1
DETAIL IDENTIFICATION NUMBER
DETAIL IDENTIFICATION NUMBER
DETAIL NAME
NUMBER OF SHEET ON WHICH
DETAIL IS TAKEN
NUMBER OF SHEET ON WHICH
DETAIL IS TAKEN
REVISION NOTE INDICATOR
SHEET NOTE1
MISCELLANEOUS SYMBOLS
X
DETAIL
CG501
CIVIL ABBREVIATIONS
DEMOLITION - CD SERIES
LAYOUT - CS SERIES
GRADE AND DRAIN - CG SERIES
SEDIMENT AND EROSION CG700 SERIES
UTILITY - CU SERIES
CG501
EXISTING
PROPOSED
CIVIL
DRAWING ORDER
CPCPCP
SAN
INW
W W W
NPW
GG
LPG
CIVIL LEGEND
RAILROAD
LANDSCAPE - LS SERIES
NOT TO SCALE
GRATED INLET
GI
P/P
GP
DETAIL CROSS REFERENCE
PROPERTY BOUNDARY
POINT
C/E
CP CP CP
SAN
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W W W
G G
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2 3 4 5 6 7 8 9 10
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US Army Corps of Engineers
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STA STATION V
VALVE,
ABUT ABUTMENT CM CORRUGATED METAL EMB EMBANKMENT GALV GALVANIZED JCT JUNCTION OD OUTSIDE DIAMETER STD STANDARD VAR VARIABLE
AC ASPHALT CONCRETE CMP CORRUGATED METAL PIPE ENGR ENGINEER GP GRADING PLAN JB JUNCTION BOX OF OUTSIDE FACE R STR STRUCTURE VC VERTICAL CURVE
ADJ ADJUST CO CLEANOUT EP EDGE OF PAVEMENT GR GUARD RAILING JT JOINT OG ORIGINAL GROUND R RADIUS SURF SURFACING VCP VITRIFIED CLAY PIPE
AHD AHEAD COL COLUMN
EQ EQUATION
GSP GALVANIZED STEEL PIPE OH OVERHEAD RCP REINFORCED CONCRETE PIPE SW
SIDEWALK,
VERT VERTICAL
ALT ALTERNATE CONC CONCRETE ES EDGE OF SHOULDER GTR GUTTER L OPP OPPOSITE RD ROAD SWR SEWER VOL VOLUME
APPROX APPROXIMATE CONST
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ETW EDGE OF TRAVELED WAY L LENGTH REINF
REINFORCED,
SYM SYMMETRICAL
ASSY ASSEMBLY CONSTRUCTION EVC END VERTICAL CURVE H LAT LATITUDE P REL RELOCATE W
ATFP ANTI TERRORISM FORCE CONT CONTINUOUS EW ENDWALL H HEIGHT LOC LOCATION P PAGE REPL REPLACEMENT T W
WEST,
PROTECTION COORD COORDINATE EXC EXCAVATION
H, HR
HOUR LONG LONGITUDE PB PULL BOX RET RETAINING TAN TANGENT WIDTH
AVE AVENUE CTRS CENTERS EXIST EXISTING HD HORIZONTAL DRAIN LONGIT LONGITUDINAL PC
POINT OF CURVATURE,
REV REVISED TBR TIMBER WT WEIGHT
AVG AVERAGE CULV CULVERT EXP
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HDWL HEADWALL LT LEFT PRECAST RDWY ROADWAY TC TOP OF CURB WV WATER VALVE
AT CL CENTERLINE EXPRESSWAY HORIZ HORIZONTAL PCC
POINT OF COMPOUND CURVE,
RR RAILROAD TEL TELEPHONE WW WINGWALL
EXP JT EXPANSION JOINT HP
HINGE POINT,
M PCVC POINT OF COMPOUND VERTICAL CURVE RSP ROCK SLOPE PROTECTION TEMP TEMPORARY
B D EXT EXTERIOR HORSEPOWER MAINT MAINTENANCE PED PEDESTRIAN RT RIGHT TG TOP OF GRATE X
BC BEGIN HORIZONTAL CURVE D DEPTH HS HIGH STRENGTH MAX MAXIMUM PG PROFILE GRADE RTE ROUTE TOT TOTAL X SEC CROSS SECTION
BCR BEGIN CURB RETURN DD DOWNDRAIN F HW
HEADWALL,
MEP
MILITARY EQUIPMENT
PI POINT OF INTERSECTION R/W RIGHT OF WAY TP TELEPHONE POLE XING CROSSING
BEG BEGIN DBL DOUBLE FB FLOOR BEAM HIGH WATER PARKING P/L PROPERTY LINE RWY RAILWAY TRANS TRANSITION
BK BACK DEG DEGREE FDN FOUNDATION HWM HIGH WATER MARK MH MANHOLE POC POINT OF HORIZONTAL CURVE TS TRANSVERSE Y
BKF BACKFILL DIA DIAMETER FF FILTER FABRIC HWY HIGHWAY MIN MINIMUM POT POINT OF TANGENT S
TRAFFIC SIGNAL,
YR YEAR
BLDG BUILDING DIAPH DIAPHRAGM FG FINISHED GRADE MISC MISCELLANEOUS POVC POINT OF VERTICAL CURVE S
SOUTH,
TUBULAR STEEL YRS YEARS
BLVD BOULEVARD DIST
DISTANCE,
FH FIRE HYDRANT I MKR MARKER PP POWER POLE SALV SALVAGE TYP TYPICAL
BM BENCH MARK DISTRICT FIG FIGURE ID INSIDE DIAMETER MOD
MODIFIED,
PPL PREFORMED PERMEABLE LINER SD STORM DRAIN
BOT BOTTOM DR DRIVE FL FLOW LINE IF INSIDE FACE MODIFY PRC POINT OF REVERSE CURVE SEC
SECOND,
U
BVC BEGIN VERTICAL CURVE FOB FREE ON BOARD INT INTERIOR MON MONUMENT PRF PAVEMENT REINFORCING FABRIC SECTION USAR UNITED STATES ARMY
BW BARBED WIRE E FOC FACE OF CONCRETE INV INVERT MTL MATERIAL PRVC POINT OF REVERSE VERTICAL CURVE SEP SEPARATION RESERVE
E EAST FR RD FRONTAGE ROAD IRR IRRIGATION PERF PERFORATED SHLD SHOULDER
C EASE EASEMENT FTG FOOTING N PT POINT OF TANGENCY SHT SHEET
CB CATCH BASIN EC END HORIZONTAL CURVE N NORTH PVC POLYVINYL CHLORIDE SIM SIMILAR
CHNL CHANNEL ECR END CURB RETURN NB NORTHBOUND PVMT PAVEMENT SPEC
SPECIAL,
CI CURB INLET ED EDGE DRAIN NO. NUMBER SPECIFICATIONS
CIP
CAST-IN-PLACE,
NTS NOT TO SCALE
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
GP
AutoCAD SHX Text
CB
AutoCAD SHX Text
MH
AutoCAD SHX Text
CO
AutoCAD SHX Text
MH
AutoCAD SHX Text
CO
AutoCAD SHX Text P/P
AutoCAD SHX Text
GI
P
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CONC. PVMT.
CONC.
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A
S
P
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A
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C
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N
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A
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A
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CONC. PVMT.
C
O
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M
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A
S
P
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A
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A
S
P
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A
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A
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C
O
N
M
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ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
A
S
P
H
A
M
T
C
O
N
M
T
A
S
P
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A
L T
P
V
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C
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B.M. #2
D
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C
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A
N
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L
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A
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LP 2
LP4
LP5
LP6
LP
LP 8
LP 9
LP 10
LP 11
LP 12
LP 13
LP 14
LP
LP 16
LP 17LP 18
LP
LP 20
LP21
LP22
LP23
W
W
E
X
W
A
T
A
N
TRAV PT.
#102
TRAV PT. #200
W
D
C
B
C
B
D
D
CO
D
C
B
C
B
S
D
S
D
S
D
GRAVEL PVMT.
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
C
O
N
M
T
C
O
N
M
T
A S
P H
A
M
T
C
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N
M
T
M
P
C
M
P
C
M
P
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SOIL BORING #1
SOIL BORING #2
SOIL BORING #3
D
C
B
D
C
B
S
S
S
A
N
S
A
N
S
A
N
D
D
D
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A L L
D
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W F
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T
S
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T E
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A
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SHEET ID
F I L E
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
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S I Z
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B
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S C
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P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
D d n a m
US Army Corps of Engineers
80' 40' 0 80' 160' 240'
GRAPHIC SCALE: 1" = 80'
N
CD112
CD111
A
LEGEND
CONCRETE PAVEMENT REMOVAL.
PHOTOGRAPH ID AND DIRECTION. REFER
TO SHEET CD701 FOR PHOTOGRAPHS.
GRAVEL PAVEMENT REMOVAL.
CONSTRUCTION LIMITS.
STEAM LINE REMOVAL.
MPC
GENERAL DEMOLITION NOTES
1. REFER TO SPECIFICATIONS FOR INFORMATION
REGARDING ASBESTOS, LEAD AND OTHER
CONTAMINANTS AND FOR INFORMATION REGARDING ANY
RECORD OF ENVIRONMENTAL CONSIDERATION (REC) OR
FINDING OF NO SIGNIFICANT IMPACT (FONSI).
2. GPS MONUMENTATION FOUND WITHIN CONSTRUCTION
LIMITS ARE NOT REQUIRED TO BE RELOCATED.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
P
T
P
E
V.P.
CONC. PVMT.
CONC.
PVMT.
A
S
P
H
A
L
T
P
V
M
T
A
S
P
H
A
M
T
CONC. PVMT.
ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
B.M. #2
LP 8
LP 9
LP 10
LP 12
LP 13
LP 14
LP
LP 16
LP 17
LP 18
LP 20
LP21
LP22
TRAV PT.
#102
S D
S D
E
C
E x
C
M P
GRAVEL PVMT.
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
A S
P H
A
M
T
SOIL BORING #1
SOIL BORING #2
SOIL BORING #3
D
C
B
D
C
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S
D
S
D
S
D
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D
D
D
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D
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D
S
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INV: 868.71
N 379904.94
E 1516011.11
N 380505.08
E 1516317.94
N 380346.27
E 1516497.23
N 379904.94
E 1516497.23
N 380275.87
E 1516011.11
N 380120.59
E 1516420.16
N 380217.03
E 1516419.69
N 380120.59
E 1516291.05
N 380088.00
E 1516291.05
N 380087.99
E 1516258.96
N 379996.81
E 1516440.57
N 379996.43
E 1516310.54
N 379916.79
E 1516440.66
N 379916.41
E 1516310.54
N 380435.17
E 1516254.71
N 380402.57
E 1516279.10
N 380459.61
E 1516355.58
N 380492.49
E 1516331.32
N 380265.46
E 1516029.24
N 380232.86
E 1516053.63
N 380287.16
E 1516125.31
N 380319.48
E 1516100.84
D E
M O
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I O
N
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S t r u c t u r e s
C
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S h e e t s C i v i l T
S S
T C
D d n a m
US Army Corps of Engineers
SHEET KEYNOTES
1. EXISTING CONCRETE TEST RAMP TO BE REMOVED.
REMOVE TO GRADE.
2. EXISTING CONCRETE PAVEMENT TO BE REMOVED.
3. EXISTING PVC STORM PIPE TO BE REMOVED.
4. EXISTING HEADWALL TO BE REMOVED.
5. EXISTING GRAVEL PAVEMENT TO BE REMOVED.
6. EXISTING LIGHT POLE TO BE REMOVED.
7. EXISTING BITUMINOUS PAVEMENT TO BE REMOVED.
PROVIDE CLEAN STRAIGHT SAW CUT PRIOR TO REMOVAL.
8. REMOVE TEST RAMP. REFER TO GRADING PLANS.
H
D
G
F
E
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
A
LEGEND
CONCRETE PAVEMENT REMOVAL.
PHOTOGRAPH ID AND DIRECTION. REFER
TO SHEET CD701 FOR PHOTOGRAPHS.
BITUMINOUS PAVEMENT REMOVAL.
CONSTRUCTION LIMITS.
STEAM LINE REMOVAL.
MPC
GENERAL DEMOLITION NOTES
1. REFER TO SPECIFICATIONS FOR INFORMATION
REGARDING ASBESTOS, LEAD AND OTHER
CONTAMINANTS AND FOR INFORMATION REGARDING ANY
RECORD OF ENVIRONMENTAL CONSIDERATION (REC) OR
FINDING OF NO SIGNIFICANT IMPACT (FONSI).
2. GPS MONUMENTATION FOUND WITHIN CONSTRUCTION
LIMITS ARE NOT REQUIRED TO BE RELOCATED.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
T.P.
CO E
T.P.
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E E
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E
E
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T.
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T.
C O
N C
. PVM
T.
ASPH
ALT
PVM
T.
C O
N C
. PVM
T.
8" PVC O
N END
VAULT
Ex. RAIL
LP 2
LP4
LP5
W
W
W W
W W
W
EX. WATER PER PLAN
TRAV PT. #200
W
W
W
W
D
CB
CB
D
D
CO
D
CB
CB
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
EX ST MH #3
TOP 864.15
12" SW INV 859.81
4" NE INV 862.01
EX CB #2
TOP 864.67
12" SW INV 862.32
4" E INV 863.07
EX CB #3
TOP 864.24
30" SE INV 858.29
24" NW INV 856.94
30" NE INV 856.84
EX ST MH #4
TOP 864.14
6" E INV 857.84
4" NW INV 859.09 EX ST MH #2
TOP 864.02
27" SE INV 858.92
12" SE INV 860.10
30" NW INV 858.87
EX CB #1
TOP 863.79
24" SW INV 860.54
12" NE INV 860.69EX ST MH #1
TOP 863.74
21" SE INV 859.84
24" NE INV 859.69
27" NW INV 859.54
EX CB #4
TOP 860.26
12" N INV 859.16
EX CB #5
TOP 858.94
12" S INV 857.84
12" NE INV 857.84
8" NW INV 859.24
Ex . 2
4" C
MP
Ex. 21" RCP
Ex. 27" RCP
Ex. 12" RCP
Ex. 4" CPP
Ex. 12" CLAY
Ex. 30" RCP
Ex. 12" PVC
Ex . 4
" P
VC
Ex. 6" PVCEx. 4" PVC
Ex. 24" RCP
Ex . 3
0" R
CP
Ex. 12" C
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Ex . 1
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Ex. 8" CPSLP
CO
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MPC
MPC
MPC
MPC
MPC
MPC
MPC
MPC
M
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S
S
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
865 866
866865
865869
6862 863
N 381297.15 E 1515925.22
N 381196.15 E 1516086.36
N 381164.19 E 1516116.88
N 381055.19 E 1516074.69
N 381015.91 E 1516021.44
N 380969.61 E 1516037.27
N 381080.47 E 1516041.59
N 381055.60 E 1516007.86
N 381266.70 E 1515840.33
N 381008.93 E 1515946.29
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US Army Corps of Engineers
SHEET KEYNOTES
1. EXISTING TEST PIT TO BE REMOVED. REMOVE
STRUCTURES, EQUIPMENT AND APPURTENANCES. CAP
ALL UTILITY LINES INCLUDING UTILITY LINES CONNECTING
TEST PIT AND EFV PIT.
2. EXISTING CONCRETE PAVEMENT TO BE REMOVED.
PROVIDE NEAT SAWCUT AT PAVEMENT TO REMAIN.
3. LIMITS OF REMOVAL.
4. HYDRANT AND BOLLARDS TO REMAIN.
5. EXISTING SIGN TO BE REMOVED.
6. EXISTING OVERHEAD STEAM LINE TO BE REMOVED TO
BUILDING 147. CAP AND DRIP BACK TO CONDENSATE AT
THE BUILDING. STEAM LINE SUPPORT STRUCTURES THAT
ARE NOT SERVING ANY OTHER UTILITIES SHALL ALSO BE
REMOVED. LOCATION OF STEAM LINE TO BE FIELD
VERIFIED PRIOR TO DEMOLITION.
7. OPTION: EXISTING EFV TEST PIT TO BE REMOVED.
REMOVE ALL STRUCTURES, EQUIPMENT AND
APPURTENANCES. REMOVE ALL UTILITY LINES
CONNECTING EFV TEST PIT AND OTHER TEST PIT TO BE
REMOVED. CAP ALL OTHER UTILITIES. REMOVE EXISTING
CONCRETE PAVEMENT AT EFV TEST PIT. PROVIDE NEAT
SAWCUT AT PAVEMENT TO REMAIN. OPTION TO BE
EXERCISED WITHIN 120 DAYS.
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
A
LEGEND
D
EM
O
LI
TI
O
N P
LA
N
A
B
C
CONCRETE PAVEMENT REMOVAL.
PHOTOGRAPH ID AND DIRECTION. REFER
TO SHEET CD701 FOR PHOTOGRAPHS.
GRAVEL PAVEMENT REMOVAL.
CONSTRUCTION LIMITS.
STEAM LINE REMOVAL.
MPC
GENERAL DEMOLITION NOTES
1. REFER TO SPECIFICATIONS FOR INFORMATION
REGARDING ASBESTOS, LEAD AND OTHER
CONTAMINANTS AND FOR INFORMATION REGARDING ANY
RECORD OF ENVIRONMENTAL CONSIDERATION (REC) OR
FINDING OF NO SIGNIFICANT IMPACT (FONSI).
2. GPS MONUMENTATION FOUND WITHIN CONSTRUCTION
LIMITS ARE NOT REQUIRED TO BE RELOCATED.
AREA OF EXISTING TEST PIT AND AREA OF EXISTING EFV TEST PIT IF
OPTION TO REMOVE EFV TEST PIT IS AWARDED SHALL BE BACKFILLED
TO MATCH SURROUNDING GRADE AFTER DEMOLITION. COMMON
EXCAVATIONS MAY BE USED FOR FILL MATERIAL. AREA SHALL BE
SEEDED AFTER BACKFILLING. REFER TO SPECIFICATIONS 31 00 00.00
06 EARTHWORK AND 32 92 19 SEEDING FOR MORE INFORMATION.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
PHOTOGRAPH A
EXISTING TEST PIT
PHOTOGRAPH B
EXISTING TEST PIT
PHOTOGRAPH C
EXISTING TEST PIT
PHOTOGRAPH D
EXISTING TEST RAMP
PHOTOGRAPH E
EXISTING TEST RAMP
PHOTOGRAPH F
EXISTING TEST RAMP
PHOTOGRAPH G
EXISTING TEST RAMP
PHOTOGRAPH H
EXISTING TEST RAMP
EXISTING TEST PITS
IMAGE COURTESY OF GOOGLE EARTH
D E
M O
L I T
I O
N
P
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T O
G R
A P
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U S
A
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CERTIFIED FINAL
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K E
D
B
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D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
D d n a m
US Army Corps of Engineers
REFER TO SHEET CD110 FOR PHOTOGRAPHS
ID AND DIRECTION.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
W
M
P
N
T
T
P
T
P
T
P
E
V.P.
T
P
C
O
E
T
P
CONC. PVMT.
CONC. PVMT.
A
S
P
H
A
L
T
P
V
M
T
C
O
N
M
T
A
S
P
H
A
L
T
P
V
M
T
CONC. PVMT.
C
O
N
M
T
A
S
P
H
A
M
T
A
S
P
H
A
M
T
A
S
P
H
A
M
T
C
O
N
M
T
ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
A
S
P
H
A
M
T
C
O
N
M
T
A
S
P
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A
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C
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P
A
N
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L
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I
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LP 2
LP4
LP5
LP6
LP
LP 8
LP 9
LP 10
LP 11
LP 12
LP 13
LP 14
LP 16
LP 17LP 18
LP
LP 20
LP21
LP22
LP23
D
C
B
C
B
D
D
CO
D
C
B
C
B
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
C
O
N
M
T
C
O
N
M
T
A S
P H
A
M
T
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P
C
M
P
C
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P
C
D
C
B
D
C
B
S
S
D
D
D
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A L L
L A
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A
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A
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E
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I N
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R S
J U
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C
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CS101
W Q
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M S
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T H
J L O
C K
W F
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A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
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G
C
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R
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A
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A
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B
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D R
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N
B
Y
I S
S U
E
D
A T
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SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
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B M
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D
B
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D A
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C O
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C A
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G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
S d n a m
US Army Corps of Engineers
80' 40' 0 80' 160' 240'
GRAPHIC SCALE: 1" = 80'
N
CS111
CONCRETE PAVEMENT.
CONSTRUCTION LIMITS.
LEGEND
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
M
P
N
T
T
P
T
P
E
V.P.
CONC. PVMT.
A
S
P
H
A
L
T
P
V
M
T
CONC. PVMT.
ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
B.M. #2
LP 8
LP 9
LP 10
LP 12
LP 13
LP 14
LP 16
LP 17
LP 18
LP 20
LP21
LP22
TRAV PT.
#102
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
A S
P H
A
M
T
D
C
B
D
C
B
D
D
D
R
R
R30'
R
R
R
R
R15'
N 380087.61
E 1516202.84
N 380088.00
E 1516291.05
N 380120.59
E 1516291.05
N 380120.59
E 1516420.16
N 380318.05
E 1516419.20
N 380430.75
E 1516370.34
N 380376.91
E 1516298.21
N 380379.23
E 1516296.43
N 380207.56
E 1516072.70
N 380262.15
E 1516144.25
N 380261.65
E 1516144.64
N 380311.26
E 1516304.56
N 380236.87
E 1516207.87
N 379996.81
E 1516440.57
N 379996.43
E 1516310.54
N 379916.79
E 1516440.57
N 379916.41
E 1516310.54
N 380268.80
E 1516328.91
N 380202.59
E 1516242.85
N 380328.33
E 1516310.35
N 380235.65
E 1516189.88
130'
L A
Y O
A
N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
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CS111
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M S
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T H
J L O
C K
W F
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S I
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CERTIFIED FINAL
J O
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T
S
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T E
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K
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L O
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T R
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T
C H
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D
B
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D R
A W
N
B
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S U
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D
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E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
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R A
C A
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G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
S d n a m
US Army Corps of Engineers
SHEET KEYNOTES
1. PROVIDE CONCRETE SIDEWALK. REFER TO DETAIL 1,
SHEET CS502.
2. PROVIDE NEW TEST PIT. REFER TO STRUCTURAL
DRAWING S-111.
3. PROVIDE NEW TEST RAMP. REFER TO STRUCTURAL
DRAWING S-112.
4. PROVIDE NEW CONCRETE PAVEMENT. REFER TO DETAIL
1, SHEET CS501.
5. PROVIDE NEW CONCRETE FILLED BOLLARD. REFER TO
DETAIL 8, SHEET CS501.
6. PROVIDE WIND CONE. REFER TO DETAIL 9, SHEET CS501.
CONCRETE PAVEMENT.
CONSTRUCTION LIMITS.
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
LEGEND
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
M
P
N
T
T
P
T
P
E
V.P.
CONC. PVMT.
A
S
P
H
A
L
T
P
V
M
T
CONC. PVMT.
ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
B.M. #2
LP 8
LP 9
LP 10
LP 12
LP 13
LP 14
LP 16
LP 17
LP 18
LP 20
LP21
LP22
TRAV PT.
#102
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
A S
P H
A
M
T
D
C
B
D
C
B
D
D
D
14.4'
C O
N C
R E
V
E M
E N
T
J O
I N
T
L A
Y O
A
N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
S d w g
CS121
W Q
R B
X
X
X X
X
X
X X
X
X
X X
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
S d n a m
US Army Corps of Engineers
CONCRETE PAVEMENT.
CONSTRUCTION LIMITS.
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
LEGEND
GENERAL SHEET NOTES
1. ALL JOINTS SHOWN ARE CONTRACTION JOINTS.
CONTRACTOR MAY REPLACE JOINTS SHOWN WITH
CONSTRUCTION JOINTS AS NECESSARY. PROVIDE
EXPANSION JOINTS AT INTERSECTION WITH ALL RIGID
STRUCTURES.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
BOLLARD
18" DIA
M
I N
8" DIA. GALV.
STEEL PIPE,
CONCRETE FILLED
PAINTED YELLOW
UNLESS OTHERWISE
NOTED
GRADE LINE
CS111
DETAIL
NOT TO SCALE
PROVIDE EXPANSION JOINT AT ALL LOCATIONS
WHERE CONCRETE ABUTS EXISTING OR NEW
CONCRETE STRUCTURES.
PROVIDE CONTRACTION JOINTS AS REQUIRED.
PROVIDE EXPANSION JOINTS AS REQUIRED.
1.
2.
3.
CONCRETE PAVEMENT NOTES:
*ODOT: OHIO DEPARTMENT OF
TRANSPORTATION STANDARD
SPECIFICATIONS CONSTRUCTION
OF TRANSPORTATION SYSTEMS
EXPANSION JOINT
TRANSVERSE
CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
EXPANSION JOINT CONTRACTION JOINT
CONSTRUCTION JOINT
5/8" 5/8"
16"
D
D
D
D
5' MIN
¼
9"
12" RAW SUBGRADE
COMPACTED TO 90% OF
LABORARY MAXIMUM
DENSITY (ASTM D 1557)
12" AGGREGATE BASE COURSE
CONFORMING TO ODOT
CONSTRUCTION AND MATERIALS
SPECIFICATION SECTION 305 AND
TABLE 703.01-1 FOR NO. 57 OR 67.
PROVIDE #4
REINFORCEMENT
12" O.C.E.W.
9" ODOT CONCRETE, SECTION 450*,
CLASS QC 2 (4,500 PSI)
TURN EDGE DOWN WHERE
ABUTTING BITUMINOUS PAVEMENT
AND NO CURB. AT FREE EDGE,
THICKEN EDGE AS SHOWN ON
EXPANSION JOINT DETAIL
JOINT FILLER
BACKER
MATERIAL
POURED
JOINT SEALER
PAVEMENT
SURFACE
POURED
JOINT SEALER
PAVEMENT
SURFACE
BACKER
MATERIAL
JOINT
BOTTOM
INITAL
SAWCUT
OR INSERT
CRACK
PAVEMENT
SURFACE
POURED
JOINT SEALER
BACKER
MATERIAL
BUTTED JOINT
3/4" DIA. SMOOTH
DOWEL @ 24" SPA
PAINT AND OIL
ONE END OF DOWEL
EXISTING
PAVEMENT
DRILL AND
GROUT
CS111
CS501
CS501
CS501
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
CS501
CS501
CS501
CS501
CS501
CS501
CONCRETE PAVEMENT
3,500 PSI
CONCRETE (TYP)
NOTE: TOP TO BE PRECAST
OR CAST IN PLACE. NOT
HAND FORMED.
PROVIDE EXPANSION
JOINT WHEN PLACED
IN RIGID PAVEMENT.
REFER TO DETAIL 3,
SHEET CS501.
12" AGGREGATE BASE COURSE
CONFORMING TO ODOT
CONSTRUCTION AND MATERIALS
SPECIFICATION SECTION 304 AND
703.17.
WIND CONE
1' x 4' ORANGE
FABRIC WIND CONE
2" ALUMINUM POLE
CS111
DETAIL
NOT TO SCALE
RIGID FRAME
3/4" ALUMINUM POLE
M
I N
I M
U M
L A
Y O
T
A I L S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
S d w g
CS501
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
S d n a m
US Army Corps of Engineers
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
C
E
C
E
CONCRETE SIDEWALK ADJACENT TO WALL
2% MAX.
NOTES:
PROVIDE CONTRACTION (SAWED)
JOINTS AT INTERVALS NOT IN EXCESS
OF 6' O.C.
EXPANSION JOINTS SHALL BE PLACED
AS SHOWN ON THE PLANS OR AT 24'
INTERVALS IF NOT SHOWN.
SIDEWALK ADJACENT TO BUILDING TO
HAVE MINIMUM TRANSVERSE SLOPE OF
1% AWAY FROM BUILDING.
1/2 " EXPANSION JOINT MATERIAL AT ALL
LOCATIONS WHERE NEW CONCRETE ABUTS
EXISTING OR NEW STRUCTURES AND AT
ALL CHANGES IN DIRECTION OF SIDEWALK.
1.
2.
3.
4.
JOINT AND FINISH
CONCRETE SIDEWALK @ TURF OR
FLUSH WITH PAVEMENT AREAS
CONTRACTION JOINTCE EXPANSION JOINT
REFER TO DETAIL 2,
SHEET CS501
REFER TO DETAIL 4,
SHEET CS501
*ODOT: OHIO DEPARTMENT OF
TRANSPORTATION STANDARD
SPECIFICATIONS CONSTRUCTION
OF TRANSPORTATION SYSTEMS
S
I
D
E
W
A
L
K
WIDTH VARIES
SEE PLANS
WIDTH VARIES
SEE PLANS
3/8"
1/8" TO 1/4"
M
I N
4" WIDE, SMOOTH
TROWELED PERIMETER
CONTRACTION JOINT
EXPANSION JOINT
FLUSH AT
PAVED AREAS
12" RAW SUBGRADE COMPACTED
TO 90% OF LABORARY MAXIMUM
DENSITY (ASTM D 1557)
3/4" CHAMFER
IN TURF AREAS
FINISH GRADE
TURF AREAS
6"x6" W2.9xW2.9 WWF
4" ODOT GROUP II GRADED
AGGREGATE BASE, SECTION 815*
3/4" CHAMFER
IN TURF AREAS
FINISH GRADE
TURF AREAS
6"x6" W2.9xW2.9 WWF
4" ODOT GROUP II GRADED
AGGREGATE BASE, SECTION 815*
12" RAW SUBGRADE COMPACTED
TO 90% OF LABORARY MAXIMUM
DENSITY (ASTM D 1557)
1/4" PREMOLDED
JOINT FILLER
PREMOLDED
JOINT FILLER
CS111
DETAIL
NOT TO SCALE
LOOP END CORNER RETURN
MAX. SPACING
BETWEEN POSTS
1'-0"
SPLICE
CORNER ELL
TYPICAL SIDE MOUNT CONNECTION TYPICAL TOP MOUNT CONNECTION
NOTE 7
EXPANSION
JOINT
1 3/8"
STAINLESS STEEL
SIDE-MOUNT BRACKET
WITH FOUR (4) 3/8" DIA
STAINLESS STEEL
ANCHORS
STAINLESS STEEL
BASE FLANGE WITH
FOUR (4) 3/8" DIA
STAINLESS STEEL
ANCHORS
1. GUARDRAILS AND HANDRAILS SHALL BE THE PRODUCT OF A COMPANY NORMALLY ENGAGED IN THE
MANUFACTURE OF PIPE RAILING. RAILING SHALL BE SHOP ASSEMBLED IN LENGTHS NOT TO EXCEED
24 FEET FOR FIELD ERECTION.
2. THE HANDRAIL SHALL BE MADE OF PIPES JOINED TOGETHER WITH COMPONENT FITTINGS. SAMPLES OF
ALL COMPONENTS, BASES, TOE PLATE AND PIPE SHALL BE SUBMITTED FOR APPROVAL AT THE REQUEST
OF THE ENGINEER. COMPONENTS THAT ARE POP-RIVETED OR GLUED AT THE JOINTS WILL NOT BE
ACCEPTABLE. ALL COMPONENTS MUST BE MECHANICALLY FASTENED WITH STAINLESS STEEL HARDWARE.
3. RAILINGS SHALL BE 1 1/2" SCHEDULE 40 GALVANIZED STEEL PIPE CONFORMING TO ASTM A53/A53M.
POSTS SHALL BE 1 1/2" SCHEDULE 80 GALVANIZED STEEL PIPE OF THE SAME ALLOY.
POST SPACING SHALL BE A MAXIMUM OF 6'-0".
4. GUARDRAILS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A 200 LB CONCENTRATED LOAD APPLIED
IN ANY DIRECTION AND AT ANY POINT ON THE TOP RAIL. GUARDRAILS AND HANDRAILS SHALL ALSO BE
DESIGNED TO WITHSTAND A UNIFORM LOAD OF 50 LB/FT APPLIED HORIZONTALLY TO THE TOP RAIL. UNIFORM
LOADS ARE NOT TO BE APPLIED SIMULTANEOUSLY WITH THE CONCENTRATED LOADS.
5. THE MANUFACTURER SHALL SUBMIT CALCULATIONS FOR APPROVAL AT THE REQUEST OF THE ENGINEER.
TESTING OF BASE CASTINGS OR BASE EXTRUSIONS BY AN INDEPENDENT LAB OR MANUFACTURER'S LAB
(IF MANUFACTURER'S LAB MEETS THE REQUIREMENTS OF THE ALUMINUM ASSOCIATION) WILL BE AN
ACCEPTABLE SUBSTITUTE FOR CALCULATIONS. CALCULATIONS WILL BE REQUIRED FOR APPROVAL OF
ALL OTHER DESIGN ASPECTS.
6. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY POINT ALONG THE RAILING, INCLUDING CORNERS AND END TERMINATIONS (OSHA 1910.23). THE TOP SURFACE OF THE TOP
RAILING SHALL BE SMOOTH AND SHALL NOT BE INTERRUPTED BY PROJECTED FITTINGS.
7. THE MID-RAIL AT A CORNER RETURN SHALL BE ABLE TO WITHSTAND A 200 LB LOAD WITHOUT
LOOSENING. THE MANUFACTURER IS TO DETERMINE THIS DIMENSION FOR THEIR SYSTEM AND PROVIDE
PHYSICAL LABORATORY TESTS TO CONFIRM COMPLIANCE.
8. CONCRETE ANCHORS SHALL BE STAINLESS STEEL TYPE 303 OR 304 AND SHALL BE FURNISHED BY THE
HANDRAIL MANUFACTURER. THE ANCHOR DESIGN SHALL INCLUDE THE APPROPRIATE REDUCTION FACTORS
FOR SPACING AND EDGE DISTANCES IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED DATA.
9. THE PIPE SHALL BE PLASTIC-WRAPPED. THE PLASTIC WRAP IS TO BE REMOVED AFTER ERECTION.
10. SURFACES IN CONTACT WITH CONCRETE, GROUT OR DISSIMILAR METALS WILL BE PROTECTED
WITH A COAT OF BITUMINOUS PAINT, MYLAR ISOLATORS OR OTHER APPROVED MATERIAL.
11. GUARDRAILS SHALL BE PAINTED SAFETY YELLOW.
6'-0" 1'-0"
TYPICAL HANDRAIL
CS502
CS502
CS502
CS502
CS111
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
DETAIL
NOT TO SCALE
L A
Y O
T
A I L S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
S d w g
CS502
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
S d n a m
US Army Corps of Engineers
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
M
P
N
T
T
P
T
P
T
P
E
V.P.
T
P
C
O
E
T
P
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
CONC. PVMT.
CONC. PVMT.
A
S
P
H
A
L
T
P
V
M
T
C
O
N
M
T
A
S
P
H
A
L
T
P
V
M
T
CONC. PVMT.
C
O
N
M
T
A
S
P
H
A
M
T
A
S
P
H
A
M
T
A
S
P
H
A
M
T
C
O
N
M
T
ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
A
S
P
H
A
M
T
C
O
N
M
T
A
S
P
H
A
L T
P
V
M
T
E
L
E
C
T
R
I
C
P
A
N
E
L
E
I
L
LP 2
LP4
LP5
LP6
LP
LP 8
LP 9
LP 10
LP 11
LP 12
LP 13
LP 14
LP 16
LP 17LP 18
LP
LP 20
LP21
LP22
LP23
D
C
B
C
B
D
D
CO
D
C
B
C
B
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
C
O
N
M
T
C
O
N
M
T
A S
P H
A
M
T
D
C
B
D
C
B
S
S
D
D
D
BIORETENTION
AREA
O V
E R
A L L
G
R A
A
I N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG101
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d n a m
US Army Corps of Engineers
80' 40' 0 80' 160' 240'
GRAPHIC SCALE: 1" = 80'
N
CG112
CG111
GENERAL GRADING NOTES
STORM SEWER MANHOLE.
CONCRETE HEADWALL.
STORM SEWER PIPE.
STORMWATER OUTLET STRUCTURE.
MAJOR CONTOUR.
MINOR CONTOUR.
CONSTRUCTION LIMITS.
LEGEND
1. EXISTING UTILITIES SHALL BE FIELD VERIFIED PRIOR TO
BEGINNING CONSTRUCTION.
18" SD
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
M
P
N
T
T
P
T
P
E
V.P.
CONC. PVMT.
A
S
P
H
A
L
T
P
V
M
T
CONC. PVMT.
ASPHALT PVMT.
CONC. PVMT.
CONC. PVMT.
GRAVEL PVMT.
CONC.
PVMT.
LP 8
LP 9
LP 10
LP 12
LP 13
LP 14
LP 16
LP 17
LP 18
LP 20
LP21
LP22
S D
S D
E x
C
M P
GRAVEL
PVMT.
GAS PUMPS
AND CAT
WALK
A S
P H
A
M
T
SOIL BORING #1
SOIL BORING #2
SOIL BORING #3
D
C
B
D
C
B
S
D
S
D
S
D
S
D
4 8
D
D
D
S
D
S
D
S
D
S
D
S
D
INV: 868.71
BIORETENTION
AREA
SD MH-02
TOP: 876.36
INV: 869.90
CB-01
TOP: 875.63
INV: 871.61
SD MH-01
TOP: 875.12
INV: 869.50
BIO-RET OUTLET
TOP: 874.06
INV: 870.20
HW-01
INV: 870.50
HW-02
INV: 870.50
SD MH-03
TOP: 877.47
INV: 874.64
SD MH-04
TOP: 877.69
INV: 874.23
SD MH-05
TOP: 877.91
INV: 874.57
SW TRENCH DRAIN
START INV: 876.16
END INV: 875.97
NE TRENCH DRAIN
START INV: 876.16
END INV: 875.97
I
N
G R
A D
E
A
A
A
N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG111
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d n a m
US Army Corps of Engineers
SHEET KEYNOTES
1. PROVIDE STORM SEWER PIPE. REFER TO DETAIL 2, SHEET
CU501.
2. PROVIDE STORM SEWER MANHOLE. REFER TO DETAIL 1,
SHEET CG501.
3. PROVIDE STORM SEWER CATCH BASIN. REFER TO SHEET
CG502.
4. PROVIDE CONCRETE HEADWALL. REFER TO DETAIL 2,
SHEET CG501.
5. PROVIDE STORMWATER OUTLET STRUCTURE, REFER TO
DETAIL 2, SHEET CG503.
6. PROVIDE LOW IMPACT BIORETENTION AREA. REFER TO
DETAIL 1, SHEET CG503.
7. PROVIDE STORM SEWER MANHOLE. CONNECT TO
EXISTING 24" STORM LINE. REFER TO DETAIL 1, SHEET
CG501.
8. PROVIDE TRENCH DRAIN. REFER TO DETAIL 1, SHEET
CG504.
STORM SEWER MANHOLE.
CONCRETE HEADWALL.
STORM SEWER PIPE.
STORMWATER OUTLET STRUCTURE.
MAJOR CONTOUR.
MINOR CONTOUR.
CONSTRUCTION LIMITS.
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
LEGEND
18" SD
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
P
C
O
E
T
P
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
A
S
P
H
A
M
T
C
O
N
M
T
A
S
P
H
A
M
T
C
O
N
M
T
A
S
P
H
A
L T
P
V
M
T
E
I
L
LP 2
LP4
LP5
D
C
B
C
B
D
D
CO
D
C
B
C
B
S
S
2 8
G R
A D
E
A
A
A
N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG112
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d l a m
US Army Corps of Engineers
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
STORM SEWER MANHOLE.
CONCRETE HEADWALL.
STORM SEWER PIPE.
STORMWATER OUTLET STRUCTURE.
MAJOR CONTOUR.
MINOR CONTOUR.
CONSTRUCTION LIMITS.
LEGEND
18" SD
SHEET KEYNOTES
1. AREA OF EXISTING TEST PIT SHALL BE BACKFILLED TO MATCH
SURROUNDING GRADE AFTER DEMOLITION. COMMON
EXCAVATIONS MAY BE USED FOR FILL MATERIAL. AREA SHALL
BE SEEDED AFTER BACKFILLING. REFER TO SPECIFICATIONS 31
00 00.00 06 EARTHWORK AND 32 92 19 SEEDING FOR MORE
INFORMATION.
2. OPTION: AREA OF EXISTING EFV TEST PIT SHALL BE
BACKFILLED TO MATCH SURROUNDING GRADE AFTER
DEMOLITION. COMMON EXCAVATIONS MAY BE USED FOR
FILL MATERIAL. AREA SHALL BE SEEDED AFTER
BACKFILLING. REFER TO SPECIFICATIONS 31 00 00.00 06
EARTHWORK AND 32 92 19 SEEDING FOR MORE
INFORMATION.
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
PIPE
SHAPE
DIA. OR
EQUIV.
DIA.
DIMENSIONS
C E F L W T
12''
15''
18''
21''
24''
27''
15°
A A
PLAN VIEW
S
L
O
SECTION A-A
1'-9''
2'-0''
1'-9''
2'-3''
3'-0''
2'-9''
2'-6''
2'-3''
2'-9''
2'-0''
2'-6''
2'-6''
2'-9''
3'-0''
3'-0''
3'-6''
3'-3''
3'-0''
3'-6''
4'-0''
3'-9''
4'-6''
2'-3''
2'-9''
2'-6''
3'-6''
3'-0''
4'-0''
3'-6''
4'-6''
4'-0''
5'-0''
4'-3''
3'-6''
4'-0''
3'-6''
4'-6''
4'-0''
5'-0''
5'-0''
4'-6''
5'-6''
6'-0''
5'-3''
4'-0''
4'-9''
4'-9''
5'-3''
5'-6''
6'-9''
6'-0''
6'-0''
6'-6''
7'-0''
7'-3''
2''
3''
ISOMETRIC VIEW
30''
3'-3''
3'-0''
4'-0''
4'-9''
5'-6''
4'-9''
6'-6''
5'-9''
7'-6''
7'-9''
TYPICAL CONCRETE HEADWALL
NOTES
DIMENSIONS ARE BASED ON CONCRETE PIPE.
REINFORCING STEEL : MINIMUM GRADE 40, BARS
EVENLY SPACED.
6 - NO. 4 x 1'-0'' DOWEL BARS.
2 - NO. 4 x (E DIMENSION MINUS 4'').
SLOPES SHALL BE WARPED TO FIT HEADWALL WHEN PIPE
WING ANGLES AND/OR DIMENSIONS MAY BE ALTERED DURING
CONSTRUCTION TO ACCOMMODATE FLOW OF WATER.
APRON BETWEEN WINGS SHALL BE SLOPED IN DIRECTION
OF FLOW EQUAL TO SLOPE OF PIPE. FRONT FACE OF
HEADWALL SHALL REMAIN VERTICAL.
HEADWALLS ARE FOR CIRCULAR, ARCH, AND HORIZONTAL
ELLIPTICAL 12''- 27'' EQUIVALENT PIPE SIZES.
1.
2.
3.
4.
5.
6.
7.
8.
IS SKEWED AND/OR NORMAL SLOPE VARIES FROM 2:1.
CUT OFF TOE WALL
AT ROCK LINE WHEN
ENCOUNTERED.
CONSTRUCTION JT.
REQUIRED
E
F
W
8"
L
8"
T
T
T
C
DETAIL
NOT TO SCALE
STORM SEWER MANHOLE
PLAN-RING REINFORCING
ISOMETRIC VIEWSECTION
NOTE:
THIS IS A GENERAL
DETAIL. OPENINGS
ARE SHOWN IN THE
PLAN.
NOTE:
THIS MANHOLE IS FOR A
MAXIMUM 2'-3" INTERCEPTED
PIPE SIZE. LARGER PIPE
SIZES WILL REQUIRE A
DIFFERENT MANHOLE SIZE.
NOTE:
PRECAST MANHOLES TO MEET
ASTM C-478 AND H-20 LOADING.
5"
2'-0"
O
R
L
E S
S
4'-0" 5"
RING 2'-4" DIA.
PRECAST OR
CAST-IN-PLACE
REFER TO SPECS
MORTAR BED
RINGS
CONCRETE FLOOR
#4@12" O.C.
A
CG501
RINGS 8 TIES
#4 BARS
DETAIL
NOT TO SCALE
D
FRAME
COVER
MANHOLE COVER AND FRAME
NOTE:
COVER FRAMES SHALL BE
SECURELY INSTALLED IN
A BED OF CEMENT MORTAR.
FRAME AND COVER TO BE
HEAVY DUTY TRAFFIC BEARING.
2'-0"
2'-1 3/4"
3/4"
8"
STORM MANHOLES TO HAVE "D" CAST IN COVER.
DETAIL
NOT TO SCALE
A
CG501
CG111
CG111
G R
A D
E
A
A
T
A I L S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG501
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d n a m
US Army Corps of Engineers
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
A D
E
A
A
T
A I L S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG502
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d n a m
US Army Corps of Engineers
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
R.C.PIPE (BELL &
SPIGOT JOINT)
36" ROUND TRASH RACK
CLASS A CONCRETE
CLASS A CONCRETE
36" ROUND TRASH RACK
4" MIN CLASS A
CONCRETE
S
U
R
F
A
O
W
2-3" OF 3/8" GRAVEL
2-3" COVER
OVER PIPE
BIORETENTION AREA SHALL BE
LEVEL AND DEPRESSED A
MINIMUM OF 6" FROM THE
SURROUNDING GRADE
PIPE CATCH BASIN
WITH TRASH RACK.
REFER TO DETAIL
2, THIS SHEET
2" MIN
2" MIN
4'
36"
36" RISER
NON-WOVEN GEOTEXTILE
TO BE WRAPPED AROUND
CONNECTION
CAST IN PLACE
CONCRETE
ENCASEMENT
PERFORATED
PIPE
PROVIDE SPACER TO
MATCH INVERTS
AS NECESSARY
CLASS I BEDDING
TO SUPPORT
CONCRETE COLLAR
FINISH GRADE
V A
R I E
S
RCP PIPE
PERFORATED PIPE TO CONCRETE PIPE CONNECTION
LOW IMPACT BMP
PIPE CATCH BASIN WITH TRASH RACK
LOW IMPACT BMP
BIORETENTION BASIN
SUBGRADE COMPACTED 95%
OF LABORATORY MAXIMUM DENSITY
(ASTM D 1557)
PAVED AREA
12" MIN
NON-WOVEN
GEOTEXTILE
REFER TO
SPECIFICATIONS
#67 CRUSHED ROCK
SODSOD
TIE TO STORMDRAIN
SYSTEM.
4" FOR ALL BASINS
30" MIN. ENGINEERED SOIL
*SEE NOTE BELOW
6" PERFORATED PVC UNDERDRAIN
PIPES *PLACE PIPE WITH
PERFORATIONS AT THE
INVERT*
TIE UNDERDRAIN SYSTEM
PIPES INTO RISER. REFER
TO PLAN SHEETS FOR
LAYOUT
*BIORETENTION “ENGINEERED SOIL” LAYER SHALL BE MINIMUM 30” DEEP. THE SOIL MIX SHOULD BE UNIFORM AND FREE
OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES. IT SHOULD BE A HOMOGENOUS
SOIL MIX OF 75 TO 85 PERCENT BY VOLUME MEDIUM TO COARSE WASHED SAND (USDA SOIL TEXTURAL
CLASSIFICATION), 8 TO 10 PERCENT FINES (SILT AND CLAY), AND 5 TO 10 PERCENT ORGANIC MATTER (SUCH AS PINE
BARK FINES). ADDITIONALLY, THE PHOSPHORUS CONTENT OF THE SOIL MIX SHOULD BE LOW. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO HAVE THE SOIL ANALYZED. THE P INDEX FOR BIORETENTION SOIL MEDIA
SHOULD ALWAYS RANGE BETWEEN 10 AND 30. THE P INDEX IS AN EXTREMELY IMPORTANT DESIGN ELEMENT. CELLS
THAT ARE CONSTRUCTED OF HIGH P-INDEX SOILS CAN EXPORT PHOSPHORUS.
NOTE: CUT SOIL FROM THE PROJECT SITE OR SOIL FROM THE BORROW PIT MAY NOT BE USED FOR THE ENGINEERED
SOIL FOR THE BIORETENTION BASINS
THE MEDIA SHOULD BE TESTED TO DETERMINE AN ACTUAL DRAINAGE RATE AFTER PLACEMENT. THE PERMEABILITY
SHOULD FALL BETWEEN 1 AND 6 INCHES PER HOUR, WITH 1-2 INCHES PER HOUR BEING PREFERRED. AS A RULE OF
THUMB, USING THE ABOVE-SPECIFIED MEDIA, THE INFILTRATION RATES SHOULD BE APPROXIMATELY 2 IN/HR AND 1
IN/HR FOR 8% AND 10% FINES, RESPECTIVELY.
REFER TO PLANS FOR FINISH GRADES.
**#67 CRUSHED ROCK LAYER SHALL BE 48" DEEP FOR ALL BIORETENTION BASINS.
INTERNAL
WATER
STORAGE
** SEE NOTE
BELOW
V A
R I E
S
M
I N
M
I N
DETAIL
NOT TO SCALE
CG111
DETAIL
NOT TO SCALE
TYP
DETAIL
NOT TO SCALE
CG111
G R
A D
E
A
A
T
A I L S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG503
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d n a m
US Army Corps of Engineers
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
2" (MIN) FOUNDATION ON BASE
D + 4" * (MIN.)
IF PLACING IN EXISTING BOX TRENCH.
IF REMOVING BOX TRENCH, D+24"
(12" EACH SIDE)
SLOTTED TRENCH DRAIN
6"-8" THICK TRENCH WALL
NOTE:
1.
2.
3.
4.
CONCRETE PAVEMENT
AS REQUIRED
(SEE NOTE 4 BELOW)
BACKFILL PER
FAA AC 150/5370-10D,
ITEM D-702
PROVIDE SLOTTED TRENCH DRAIN TO
SUPPORT ANTICIPATED FIXED AND TRACKED
VEHICLES.
MAX GRATE WIDTH 4".
TRENCH DRAIN AND GRATE SHALL CONVEY
10 YR. STORM EVENT.
REFER TO DETAIL 1, SHEET CS501 FOR ADDITIONAL
INFORMATION ON NEW PAVEMENT SECTION.
DETAIL
NOT TO SCALE
TYP
2"
MIN
G R
A D
E
A
A
T
A I L S
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
T S
S T
C
G d w g
CG504
W Q
R B
M M
A Y
E R
M S
O U
T H
J L O
C K
W F
O Y
A N
S I
D
CERTIFIED FINAL
J O
I N
T
S
Y S
T E
N
U F
A C
T U
R I N
G
C
E N
T E
R
L I M
A
O
H I O
L I M
A
S
O
J E
C T
S
R E
B U
I
S
T
S
T R
U C
T U
R E
S
P
D
R
M
A R
T
T H
N
G
A
C E
L O
U I S
V I L L E
K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s T e s t
S t r u c t u r e s
C
A D
B
I M
S h e e t s C i v i l T
S S
T C
G d n a m
US Army Corps of Engineers
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
B0
9-
M
P
N
T
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
A
N
S
A
N
S
A
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