ATTACHMENT 3B - DRAWINGS (CIVIL SET).pdf
PDF 4 MB Posted
- Attached to
- ADAL Civil Engineering, Buildings 151 & 119
- Solicitation number
- W50S8Q-20-B-0004
- Issued by
-
Department of the Army National Guard
About this file
This document is a solicitation for project WAAR152202 to provide civil engineering services for the remodel and additions of Buildings 151 and 119 at Springfield Air National Guard Base in Ohio. The project scope includes remodeling and additions to Building 151 for mechanical, electrical, plumbing, communications, security and finishes, as well as remodeling Buildings 119a and 119b for finishes, mechanical, plumbing and electrical work. The construction duration is 360 calendar days with adequate time for inspection and punch list. The solicitation is set aside for 8(a) small businesses and is valued between $5-10 million. The pre-bid conference is September 1, 2020 and bids are due September 24, 2020. Interested contractors must register in SAM and check the website periodically for amendments. The North American Industry Classification code is 236220 with a size standard of $39.5 million average annual revenue.
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S
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F
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F
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F
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W
W
W
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S
S
S
S
S
S
G
G
G
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F O
F
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BUILDING 151
MAINTENANCE
GARAGE
FF ELEV 1043.54
FF ELEV 1044.02
F
E
L
V
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB & GUTTER
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB & GUTTER
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
ASPHALT
PAVEMENT
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
GRASS
AREA
WATER VALVE IN CONC.
LG. ENCASED ELEC.
CABINETS ON CONC.
BASES
ELEC. GENERATOR
ON CONC. PAD
CURB INLET T/C= 1042.72
INV. 12" R.C.P. (N)= 1038.72
INV. 15" R.C.P. (E)= 1038.58
INV. 15" R.C.P. (W)= 1038.52
CURB INLET T/C= 1045.81
INV. 12" R.C.P. (NE)= 1040.74
INV. 15" R.C.P. (W)= 1040.63
R
C
P
" R
.C .P
R
C
P
CURB INLET T/C= 1042.67
INV. 12" R.C.P. (S)= 1040.52
" R
.C .P
CURB INLET T/C= 1041.80
INV. 12" R.C.P. (N)= 1038.25
INV. 15" R.C.P. (E)= 1038.00
INV. 18" R.C.P. (W)= 1037.85
" R
.C .P
C
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N
N
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N N
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L D
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IF
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D
R
C
P
GRASS
AREA
B
U
M
P
O
C
K
S
STORM MANHOLE
T/C= 1043.67
INV. 12" R.C.P. (N)= 1038.55
INV. 12" R.C.P. (S)= 1038.54
INV. 8" P.V.C. (W)= 1039.58
ROUND CATCH BASIN
T/C= 1043.67
INV. 8" P.V.C. (W)= 1040.17
INV. 8" P.V.C. (E)= 1040.19
BOT. STRUCTURE= 1039.62
STORM CLEANOUT
T/C= 1044.10
INV. BOTTOM= 1040.60
COULD NOT VISUALLY
CONFIRM INVERTS
SQUARE CATCH BASIN
T/C= 1043.09
INV. 6" P.V.C. (W)= 1040.17
INV. 12" R.C.P. (N)= 1040.05
INV. 12" R.C.P. (S)= 1040.03
P
V
C
V
C
SQUARE CATCH BASIN
T/C= 1043.06
INV. 6" P.V.C. (W)= 1041.03
INV. 12" R.C.P. (S)= 1040.97
C
P
C
P
SANITARY MANHOLE
T/C= 1042.13
INV. 8" P.V.C. (NW)= 1037.18
INV. 8" P.V.C. (N)= 1038.78
INV. 8" P.V.C. (SE)= 1036.89
R
C
P
" R
.C .P
C
P
CURB INLET T/C= 1040.51
INV. 18" R.C.P. (W)= 1037.21
INV. 12" R.C.P. (S)= 1037.26
INV. 18" R.C.P. (E)= 1037.16
SQUARE CATCH BASIN
T/C= 1043.13
INV. 8" P.V.C. (W)= 1039.75
INV. 6" P.V.C. (S)= 1039.32
INV. 12" R.C.P. (N)= 1038.80
STORM CLEANOUT
T/C= 1044.05
COULD NOT CONFIRM
BOTTOM OR INVERTS
GAS LINE (2)
C
O
N
C
S
I D
E
W
A
L
K
CONC. SIDEWALK
UNDERGROUND
ELECTRIC (2)
UNDERGROUND
ELECTRIC (2)
UNDERGROUND
ELECTRIC (2)
CONC. VAULT W/
METAL ACCESS DOOR
SMALL ELEC. PANEL W/
STUBS ON CONC. PAD
UNDERGROUND FIBER
OPTIC (2)
8"
8"
GAS MANIFOLD WITH
METERS AND PIPING
CONC. PAD
UNDERGROUND
WATER LINE (2)
UNDERGROUND WATER LINE (2)
SANITARY CLEANOUT
INVERTS NOT FIELD
VERIFIED
UNDERGROUND SANITARY SEWER
(2)
GAS LINE MARKER
2 GAS REGULATORS
FOR GENERATOR
4 - 4" CONDUIT DROPDOWNS
FROM OVERHEAD ELEC. PANEL
GRAVEL
AREA
GRAVEL AREA
GRASS AREA
COMM. TOWER
ON CONC. BASE
VENTILATION
SYSTEM
WALL MOUNTED
PUSH-BUTTON
DOOR ACCESS
ELEC.
OUTLET
FDC
ELEC. OUTLET
ELEC. OUTLET
WALL-MOUNTED WATER
LINE ACCESS PANEL
B
U
H
N
E
INV. 18" R.C.P.= 1037.05
8"
CONC. PAD
INV. 15"X18" R.C.P.= 1036.08
CONNECTION COULD NOT BE
FIELD VERIFIED
STORM SEWER MARKINGS (2)
V
C
V
C
G
R
A
V
A
E
A
UNDERGROUND
ELECTRIC (2)
UNDERGROUND FIBER
OPTIC (2)
C
O
N
C
D
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W
A
L
K
LANDSCAPING
AREA W/
VARIOUS
BUSHES
LANDSCAPING AREA
W/ VARIOUS BUSHES
LG. A/C UNIT ON
CONC. PAD
ELEC. OUTLET
WALL-MOUNTED OVERHEAD ROOF DRAIN
WALL-MOUNTED WATER
LINE ACCESS PANEL
x x x x x x x x x x x x
6' HIGH CHAIN LINK FENCE
WITH BARBED WIRE TOP
C
P
CONNECTION NOT
FIELD VERIFIED
INV. 15" C.M.P.= 1036.68
C
M
P
INV. 24" R.C.P.= 1036.82
12"
12"
8"
8"
6"
12"
12"
8"
12"
8"
STORM SEWER (2)
EX. CONC. HEADWALL
EX. CONC. HEADWALL
C
P
GAS LINE (2)
UNDERGROUND ELECTRIC (2)
7 1
TP #1
TP #2
BM #1
BM #2
TP #4
TP #3
UNIDENTIFIED UNDERGROUND UTILITY
(2)
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
UNDERGROUND FIBER
OPTIC (2)
STORM SEWER MARKINGS (2)
STORM SEWER MARKINGS (2)
GRASS AREA
GRAVEL AREA
GAS LINE (2)
UNDERGROUND
ELECTRIC (2)
CONC. CURB
& GUTTER
UNDERGROUND
ELECTRIC (2)
UNDERGROUND ELECTRIC (2)
M A
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CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
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D
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F
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2 3 4 5 6 7 8 9 10
200-38546-17011
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Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
V-101
B U
I L
D I N
G
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I S
T I N
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S
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P
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K.JOZWIK
R.BUSHAW
J.WARNER
N
SCALE:
10' 20' 40'
1" = 20'
S M
A R
T S
E R
V I C
E S
I N
C
TP #1
NORTHING: 675197.37
EASTING: 1591786.17
ELEVATION: 1044.45
DESCRIPTION:
REBAR WITH TRAVERSE CAP SET
TP #2
NORTHING: 675169.13
EASTING: 1591590.90
ELEVATION: 1042.03
DESCRIPTION:
REBAR WITH TRAVERSE CAP SET
TP #3
NORTHING: 675412.57
EASTING: 1591462.57
ELEVATION: 1042.44
DESCRIPTION:
REBAR WITH TRAVERSE CAP SET
TP #4
NORTHING: 675452.61
EASTING: 1591753.81
ELEVATION: 1041.89
DESCRIPTION:
REBAR WITH TRAVERSE CAP SET
HORIZONTAL CONTROL (NAD83 2011)
BM #1
NORTHING: 675175.8
EASTING: 1591555.9
ELEVATION:1041.75
DESCRIPTION:
CHISELED "X" NORTHWEST
CORNER OF CURB INLET
BM #2
NORTHING: 675448.4
EASTING: 1591774.8
ELEVATION: 1042.28
DESCRIPTION:
CHISELED "X" NORTHWEST
CORNER OF CURB INLET
BENCHMARKS (NAVD88 GEOID 12B)
OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE,
U.S. FOOT AS OBSERVED IN MAY 2018.
BASIS OF BEARING
TOPOGRAPHIC SURVEY FOR
TETRA TECH
SPRINGFIELD AIR NATIONAL GUARD
AIR FORCE BASE
SPRINGFIELD, OHIO
1. THE TOPOGRAPHIC SURVEY HAS BEEN PROVIDED BY SMART SERVICES, INC.
TETRA TECH/ MEAD & HUNT JV HAS NOT MODIFIED THE CAD LAYERS,
LINETYPES, AND SYMBOLOGY TO PROTECT THE INTEGRITY OF THE
CERTIFIED DOCUMENT.
2. UNDERGROUND MARKINGS PROVIDED BY ARROWMARK LLC.
NOTES
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
JOB NO.:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
OF
AutoCAD SHX Text
S. STILTNER
AutoCAD SHX Text
S. STILTNER
AutoCAD SHX Text 720601
AutoCAD SHX Text
JUNE 6, 2018
AutoCAD SHX Text
720601.DWG
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PHONE: (740) 345-4700 FAX: (740) 522-4706
AutoCAD SHX Text
88 W. CHURCH STREET, NEWARK, OHIO 43055
AutoCAD SHX Text
PREPARED BY:
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F I L E
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CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
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F
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2 3 4 5 6 7 8 9 10
200-38546-17011
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CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-001
C I V
B
R E
V I A
T I O
N S
G E
N E
R A
L
N
O T
M
B O
L S
K.JOZWIK
R.BUSHAW
J.WARNER
EXISTING SIGN
EXISTING OVER HEAD UTILITY
EXISTING UTILITY POLE
EXISTING GUY ANCHOR
EXISTING LIGHT POLE
EXISTING CATCH BASIN
EXISTING STORM MANHOLE
EXISTING STORM SEWER
EXISTING ROOF DRAIN
EXISTING CULVERT OR END SECTION
EXISTING UTILITY CLEANOUT
EXISTING SANITARY MANHOLE
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING UTILITY VALVE
EXISTING WATER MAIN REDUCER
EXISTING FENCE LINE
EXISTING CURB LINE
EXISTING MONITORING WELL
EXISTING STOP BLOCK
EXISTING ELECTRIC MANHOLE
EXISTING UNDER GROUND UTILITY
EXISTING WATER MAIN
EXISTING NATURAL GAS LINE
EXISTING TREE
EXISTING BUILDING
LEGEND
A.N.G. AIR NATIONAL GUARD
BM BENCHMARK
BOT. BOTTOM
COMM. COMMUNICATION
CONC. CONCRETE
C.M.P. CORRUGATED METAL PIPE
ELEC. ELECTRIC
ELEV. ELEVATION
EXIST. EXISTING
FDC FIRE DEPT CONNECTION
FF FINISHED FLOOR
INV. INVERT
LG. LARGE
P.V.C. POLYVINYL CHLORIDE
R.C.C. REINFORCED CONC. PIPE
SD STORM DRAIN
T/C TOP OF COVER
TP TRAVERSE POINT
W/ WITH
ABREVIATIONS
FH
WV
SD
SD
SD
CO
SS
SS
W
OE
UE
G xx xx xx
EXISTING CURB INLET
EXISTING POST / BOLLARD
MW-
EXISTING SOIL BORING LOCATION
B-
EXISTING INDEX CONTOUR
EXISTING NORMAL CONTOUR
EXISTING BUSH / BRUSH LINE
EXISTING WATER SPIGOT
E
EXISTING FIBER OPTIC
FO
AT/FP CLEAR ZONE UNOBSTRUCTED SPACE
GENERAL NOTES
1. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXISTING SOIL
CONDITIONS PRIOR TO CONSTRUCTION. IF CONTRACTOR'S
INVESTIGATION RESULTS IN FINDINGS WHERE SOIL CONDITIONS ARE
NOT CONSISTENT WITH SOIL EXPLORATIONS AS DESCRIBED IN THE
GEOTECHNICAL ENGINEERING STUDY, THE CONTRACTOR SHALL NOTIFY
THE CONTRACTING OFFICER REPRESENTATIVE (COR) IMMEDIATELY.
2. CONTRACTOR STAGING AREAS SHALL BE LIMITED TO LIMITS OF
CONSTRUCTION AS SHOWN ON THE DRAWINGS, UNLESS APPROVED BY
THE CONTRACTING OFFICER'S REPRESENTATIVE.
3. NO EQUIPMENT OR MATERIALS SHALL BE STORED OUTSIDE THE LIMITS
OF CONSTRUCTION.
4. RESTORE ALL DISTURBED ARES WITHIN THE LIMITS OF CONSTRUCTION,
LAYDOWN AREA AND ACCESS PATH TO A CONDITION EQUAL TO OR
BETTER THAN THE EXISTING CONDITION. ALL DAMAGE CAUSED BY THE
CONTRACTOR OR SUB CONTRACTORS SHALL BE RESTORED WITHIN 24
HOURS OF DAMAGE.
5. CONTRACTOR IS TO COORDINATE ALL WORK WITH OTHER ONGOING
CONSTRUCTION.
DEMOLITION NOTES
1. CHANGES OR ADDITIONS TO DEMOLITION REQUIREMENTS SHOWN ARE
SUBJECT TO APPROVAL FROM THE COR.
2. CLEARING AND GRUBBING LIMITS SHOWN ARE APPROXIMATE. EXISTING
TREES ON THE PROJECT SITES ARE TO BE PRESERVED TO THE MAXIMUM
EXTENT PRACTICAL. PREVENT DISTURBANCE WITHIN AN AREA EQUAL TO
THE DRIP LINE OF EACH TREE OR GROUP OF TREES TO PREVENT
DAMAGING ROOT SYSTEMS.
3. DEMOLITION ACTIVITIES ARE TO HAVE A MINIMAL IMPACT ON THE DAILY
OPERATIONS AT THE BASE. CONTRACTOR SHALL COORDINATE
DEMOLITION WITH COR.
4. MISCELLANEOUS STRUCTURES ENCOUNTERED BY THE CONTRACTOR
WHICH ARE NOT DESIGNATED TO BE RETAINED, MODIFIED, OR REMOVED
ON THE CONTRACT DRAWINGS SHALL BE LEFT IN-PLACE. THE
CONTRACTOR SHALL NOTIFY THE COR OF THESE STRUCTURES.
UNDESIGNATED MISCELLANEOUS STRUCTURES SHALL NOT BE REMOVED
WITHOUT APPROVAL OF THE COR.
5. IN THE EVENT THE CONTRACTOR ENCOUNTERS AN ITEM THAT MAY BE
UNEXPLODED ORDINANCE (UXO), THE CONTRACTOR SHALL
IMMEDIATELY CEASE WORK IN THE VICINITY OF THE ITEM AND NOTIFY
THE COR. SHOULD THE DISCOVERY BE CONFIRMED A HAZARD, EOD
PERSONNEL WILL REMOVE THE ITEM OR DESTROY THE ITEM IN PLACE.
CONTRACTOR PERSONNEL ARE REQUIRED TO MAINTAIN A SAFE
DISTANCE FROM THE ITEM DURING THE DESTRUCTION PROCESS.
FOLLOWING SUCCESSFUL DESTRUCTION OF UXO, THE CONTRACTOR IS
RESPONSIBLE FOR DISPOSING OF ALL FRAGMENTS AND DEBRIS.
SITE UTILITY NOTES
1. UNDERGROUND UTILITIES HAVE BEEN SHOWN BASED ON RECORD
MAPPING AND VISIBLE EVIDENCE FOUND. NO WARRANTY IS MADE
REGARDING THE COMPLETENESS OR ACCURACY OF SUCH
INFORMATION. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF UNDERGROUND UTILITIES AND
PRESERVE FROM DAMAGE. PRIOR TO CONSTRUCTION, CONTRACTOR
SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UNDERGROUND
UTILITIES AT THE CROSSING POINTS WITH THE PROPOSED UTILITIES.
THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF
CONDITIONS DIFFER FROM THOSE SHOWN ON THE DRAWINGS AND
SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITION HAS
BEEN EVALUATED. EXISTING UTILITIES SHOULD BE REVIEWED PRIOR TO
DEMOLITION TO CONFIRM THEY DO NOT PROVIDE SERVICE TO
STRUCTURES THAT ARE TO REMAIN. IN THE EVENT THAT SERVICE IS
PROVIDED, A PLAN SHALL BE DEVELOPED TO ENSURE THAT ALL
SERVICES REMAIN IN PLACE DURING DEMOLITION AND CONSTRUCTION.
2. CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS WITH THE COR
TO FOR UTILITY LOCATES AND UTILITY SHUT-OFFS. ALL SHUT-OFFS
REQUIRE WRITTEN NOTICE, A MINIMUM OF 14 CALENDAR DAYS PRIOR TO
WORK BEING PERFORMED. CONTRACTOR IS REQUIRED TO PERFORM
NECESSARY PREPARATORY WORK AND EXCAVATION REQUIRED TO
ALLOW SERVICE CONNECTIONS TO BE CONSTRUCTED AND/OR
TERMINATED. RESTORE DISTURBED SURFACES TO MEET OR EXCEED
EXISTING CONDITIONS.
3. CONTRACTOR SHALL IMMEDIATELY REPAIR ANY UNDERGROUND
UTILITIES DAMAGED BY CONSTRUCTION OPERATIONS. PAY ANY AND ALL
DAMAGES ASSOCIATED WITH THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE UNDERGROUND FACILITIES AND UTILITIES.
STORMWATER MANAGEMENT NOTES
1. ANY CONTRACTOR OR SUBCONTRACTOR ON THE PROJECT THAT HAS
ANY RESPONSIBILITY TO INSTALL, INSPECT, OR MAINTAIN EROSION,
SEDIMENT OR POLLUTION CONTROL MEASURES WILL SIGN THE
CONSTRACTOR/SUBCONTRACTOR CERTIFICATION PRESENT IN THE
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MAINTAINED ON
THE CONSTRUCTION SITE FOR THE DURATION OF THE PERMIT
COVERAGE. THEY SHALL BE RESPONSIBLE FOR ADHERING TO THE
SEDIMENT AND EROSION CONTROL METHODS DETAILED IN THE SWPPP.
IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE
NPDES PERMIT TO ENSURE COMPLIANCE WITH THE TERMS AND
CONDITIONS OF THE PERMIT.
2. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING INSPECTIONS AND
MAINTENANCE OF ALL INSTALLED TEMPORARY EROSION CONTROL
MEASURES EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF ANY
STORM EVENT IN WHICH ONE-HALF INCH OF RAIN FALLS WITHIN A 24
HOUR PERIOD. THESE INSPECTION FORMS MUST BE MAINTAINED IN THE
SITE STORM WATER POLLUTION PREVENTION PLAN IN ACCORDANCE
WITH THE NPDES CONSTRUCTION STORM WATER PERMIT.
3. MINOR EROSION CONTROL DEVICE LOCATION ADJUSTMENTS MAY BE
MADE WITH THE APPROVAL OF THE COR. THE CONTRACTOR SHALL
ENSURE THAT ALL RUNOFF FROM DISTURBED AREAS IS DIRECTED TO
EROSION CONTROL MEASURES. THE CONTRACTOR MUST OBTAIN COR
APPROVAL FOR ANY CHANGES TO THE SOIL EROSION CONTROL PLAN.
4. CONTRACTOR SHALL GRADE TO DRAIN AND TURF ALL UN-SURFACED
AREAS DISTURBED IN THE COURSE OF CONSTRUCTION. CONTRACTOR
SHALL REPAIR AT NO EXPENSE TO THE GOVERNMENT ALL PAVED AND
TURF AREAS DAMAGED BY THE CONTRACTOR'S OPERATIONS.
5. ALL AREAS OF DISTURBANCE ON THE SITE MUST BE SEEDED WITHIN 7
DAYS OF REACHING FINAL GRADE IN THAT AREA. ANY EXCESS SOIL
AREAS (SOIL PILES) MUST ALSO BE STABILIZED WITHIN 7 DAYS OF THE
LAST CONSTRUCTION ACTIVITIES WITHIN THE AREA.
6. ALL DISTURBED AREAS ARE TO BE SEEDED ACCORDING TO THE
PROJECT SPECIFICATIONS.
7. TEMPORARY EROSION CONTROL DEVICES MAY BE REMOVED WITH
PERMISSION FROM THE COR WITHIN 30 CALENDAR DAYS FOLLOWING
ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL CONTRIBUTORY
DRAINAGE AREAS.
8. FOR FINISH GRADING THE CONTRACTOR SHALL PROVIDE SUFFICIENT
GRADIENTS SO AS TO PREVENT WATER FROM STANDING ON THE
SURFACE FOR MORE THAN 24 HOURS AFTER THE END OF A RAINFALL
(TYPICALLY AT LEAST 1% SLOPE), EXCEPT IN DESIGNATED COURSES
AND SWALE FLOW AREAS WHICH MAY DRAIN AS LONG AS 48 HOURS
AFTER THE END OF A RAINFALL. AREAS DESIGNED TO HAVE STANDING
WATER SHALL NOT BE REQUIRED TO MEET THIS PROVISION.
9. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH
THE NPDES PROGRAM.
10. CONTRACTOR IS TO COORDINATE ALL EROSION CONTROL WORK WITH
OTHER ONGOING CONSTRUCTION WORK.
POINT COORDINATE TABLE (PN) AND SURVEY NOTES
1. WHERE PN'S ARE SHOWN ON UNIT CORNERS, THE PN REPRESENTS THE
BUILDING CORNER AT THE OUTSIDE FACADE.
2. BASE SUPPLIED SITE AND UTILITY DRAWINGS HAVE BEEN
SUPPLEMENTED BY A TOPOGRAPHIC SURVEY PERFORMED BY SMART
SERVICES, INC. IN MAY 2018., AS SHOWN ON V-101. THE INTENTION OF
MERGING THE SURVEYS IS TO INDICATE THE APPROXIMATE LOCATION
OF UTILITIES AND SITE STRUCTURES OUTSIDE THE IMMEDIATE AREA OF
CONSTRUCTION FOR SECURITY, SITE CIRCULATION AND A GENERAL
UNDERSTANDING OF THE SITE CONSTRAINTS.
NEW BUILDING
NEW CONCRETE
NEW BITUMINOUS PAVEMENT
NEW CONCRETE CURB AND GUTTER
CONTRACTOR STAGING AREA
NEW WATER VALVE
NEW WATER MAINW
SF
NEW WATER MAIN
S
D
S
D
S D
S
D
S
D
S
D
S
D
S D
S D
S D
S
D
S
D
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
SD
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
G
G
G
G
G
G
G
G
G
G
G
G
G
E
X
I S
T
C
M
P
E X
I S
T
C
H A
N
K
F
E N
C E
MONITORING WELL
F
M
F
M
F
M
F
M
F
M
F
M
G
G
G
G
G
G
G x x x x x x x x x x x x
B-6
A-2-3
A-1
B-3
B-1
A-2 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
FH
U
E
U
E
U E
U E
U E
U E
U E
UE
UE
U E
FH
A-2-2
B-4-1
B-4-2
B-2
B-5
B-2-1
B-2-2
B-4
A-3
A-4
A-2-1
A-5
D
C-2
C-1
D-1
D-2
A-3-1
E-1
E-3
S
S
EXIST
E-2 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
G
G
U
E
U
E
ASPH.
CONC.
CONC.
ASPH.
U
E
U E
G
G
S
T
A
U
G
SD
S
D
S
D
SD
C
O
SD
SD
SD
SS
SD
C
O
SD
SS
C
O
SS
SS
SD
SS
x x x x
FH
U
E
U E
U
E
U E
U
E
U
E
U
E
U
E
U E
MW-
SD
E X
IS
T
. O H
IO
A
.N .G
. U N
D E
R G
R O
U N
D E
L E
C T
. C A
B L E
E X
IS
T
. O V
E R
H E
A D
E L E
C T
R
IC
T
E L E
P H
O N
E
E X
IS
T
" P
M P
G A
S
GAS LINE MARKER
E X
IS
T
. 2 " P
M P
G A
S
" C
.M .P
" C
.M .P
" C
.M .P
A P
P R
O
X I M
A T
E
L O
C
A T
I
X I S
T
U
N
D
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P H
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N
E
E X
IS
T
. T E
L E
P H
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E R
IS
E
R
GAS LINE MARKER
GAS LINE MARKER
BUILDING 151
MAINTENANCE
GARAGE
FF ELEV 1043.54
FF ELEV 1044.02
8" x x x x x x x x x x
6' HIGH CHAIN LINK FENCE
WITH BARBED WIRE TOP
SOIL BORING
LOCATION #2
N=675407.6087, E=1591652.9748
SOIL BORING
LOCATION #1
N=675290.6084, E=1591669.9880
B
U
I L
D
I N
G
A
D
D
I T
I O
N
B
U
I L
D
I N
G
A
D
D
I T
I O
N
INHABITED
PORTION OF THE
BUILDING
LOW-LEVEL
OCCUPANCY
50' CLEAR ZONE
33' UNOBSTRUCTED SPACE
SECURITY FENCE
CONTROLLED PERIMETER
DISTANCE TO CONTROLLED
PERIMETER IS 111' WHICH MEETS UFC
MINIMUM SETBACK REQUIREMENTS
BUILDING 151
288'
50' CLEAR ZONE
DISTANCE TO
CONTROLLED PERIMETER
IS 288' WHICH MEETS UFC
MINIMUM SETBACK
REQUIREMENTS
DISTANCE TO
CONTROLLED PERIMETER
IS 150' WHICH MEETS UFC
MINIMUM SETBACK
REQUIREMENTS
CONTROLLED
PERIMETER
CONTROLLED
PERIMETER
CONTROLLED
PERIMETER
M A
R K
D A
T E
D E
S C
R I P
T I O
N B
Y
P
M
O
P
R O
J E
C T
S A
B
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I E
R C
A D
S
H E
E T
F I L E
S B
L D
G C
D
O L L E
N B
E C
K
T
O D
D
CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
200-38546-17011
A D
A L
C
I V
I L
E
N G
I N
E E
R I N
G
B
U I L D
I N
W A
A R
S P
R I N
G F
I E
L D
B
E C
K L
G
B
O
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G
T
Y P
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B
B
M I T
T A
L
Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-101
A T
F
P
P
L A
N
K.JOZWIK
R.BUSHAW
J.WARNER
N
SCALE:
15' 30' 60'
1"=30'
SETBACK REQUIREMENTS
· PER UFC 4-010-01 DATED 12-DEC-2018, SECTION
3-2.1, THE MINIMUM STANDOFF DISTANCE FOR
NEW CONSTRUCTION AND ADDITIONS TO
EXISTING BUILDINGS TO THE INSTALLATION
PERIMETER IS 20-FEET.
· PER UFC 4-010-01 DATED 12-DEC-2018, SECTION
3-2.1.1, A MINIMUM CLEAR ZONE OF 50-FEET IS
TO BE PROVIDED.
· PER UFC 4-010-01 DATED 12-DEC-2018, SECTION
3-3, AN UNOBSTRUCTED SPACE MUST EXTEND
33-FT FROM THE BUILDING.
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OHIO UTILITIES PROTECTION SERVICE
BUILDING 151
MAINTENANCE
GARAGE
FF ELEV 1043.54
FF ELEV 1044.02
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB & GUTTER
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB & GUTTER
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
ASPHALT
PAVEMENT
M
P
O
C
K
S
C
O
N
C
S
I D
E
W
A
L
K
CONC. SIDEWALK
8"
8"
CONC. PAD
GRAVEL
AREA
GRAVEL AREA
GRASS AREA
VENTILATION
SYSTEM
B
U
N
E
8"
CONC. PAD
G
R
A
V
E
A
C
O
N
D
E
W
A
L
K
LANDSCAPING
AREA W/
VARIOUS
BUSHES
LANDSCAPING AREA
W/ VARIOUS BUSHES
LG. A/C UNIT ON
CONC. PAD
x x x x x x x x x x x x
12"
12"
8"
8"
6"
12"
12"
8"
12"
8"
EX. CONC. HEADWALL
EX. CONC. HEADWALL
TP #1
TP #2
BM #1
BM #2
TP #4
TP #3
UNIDENTIFIED UNDERGROUND UTILITY
(2)
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
CONC. CURB
& GUTTER
F
O
F
O
F
O
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S
D
S
D
S
D
S
D
S D
S D
S D
S D
S D
S
D
S
D
S
D
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W
S S
S
S x x x x x x x x x x x x x x x x x x x x x x x x
O E
O E
O E
G
G
G
G
G
G
G
G
G
G
G
G
G
E
X
I
S
A
K
N
C
E
F
M
F
M
F
M
F
M
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IS
T
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P D
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C
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G
G
G
G
A
P
P
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A
C
A
T
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I
S
N
I
T
A
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C
I
N x x x x x x x x x x
B-6
A-2-3
A-1
B-3
B-1
A-2 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
U
E
U
E
U
E
U E
U
E
U E
U E
UE
UE
UE
U E
U E
A-2-2
B-4-1
B-2
B-5
B-2-1
B-2-2
B-4
A-3
A-2-1
D-1
D-2
A-3-1
E-1
S
S
S
S
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IS
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P D
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C
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S
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E-2 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
GRASS
G
G
G
U
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U
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CONC.
CONC.
CONC.
C
O
N
C
ASPH.
ASPH.
ASPH.
ASPH.
U
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U
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FH
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D E
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D E
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C T
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IS
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A D
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C T
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IC
T
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P H
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IS
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" P
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G A
S
E X
IS
T
. E D
G E
P A
V E
M E
N T
GAS LINE MARKER
E X
IS
T
. 2 " P
M P
G A
S
" C
.M .P
STORAGE
YARD
INHABITED
PORTION OF THE
BUILDING
LOW-LEVEL
OCCUPANCY
GENERATOR PAD
1.001
1.003
1.002
1.004
1.003
1.004
1.008
1.006
1.009
REMOVE VARIOUS BUSHES
AND LANDSCAPE PLANTINGS
BORING B-2
ELEV.
1042.81
BORING B-1
ELEV. 1043.35
1.001
1.007
1.010
1.010
1.008
1.002
1.006
1.011
1.011
END CURB
REMOVAL
END CURB
REMOVAL
END CURB
REMOVAL
GATE TO
REMAIN
GATE TO
REMAIN
1.01.012
1.013
1.013
1.013
CONSTRUCTION
LIMITS (TYPICAL)
CONSTRUCTION
LIMITS (TYPICAL)
1.01.012
1.01.012
1.009
1.010
1.001
PROTECT TREE
END CURB
REMOVAL
1.002
1.002
M A
R K
D A
T E
D E
S C
R I P
T I O
N B
Y
P
M
O
P
R O
J E
C T
S A
B
O R
I E
R C
A D
S
H E
E T
F I L E
S B
L D
G C
D
O L L E
N B
E C
K
T
O D
D
CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
200-38546-17011
A D
V
G
I N
E E
R I N
G
B
U I L
D I N
W A
A R
S P
R I N
G F
I E
L D
B
E C
K L
G
B
O
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G
T
Y P
E
B
B
M I T
T A
L
Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-102
D E
M O
L I T
I O
N
P
L A
N
K.JOZWIK
R.BUSHAW
J.WARNER
N
SCALE:
10' 20' 40'
1" = 20'
TOPSOIL REMOVAL/CLEAR AND GRUB
CONCRETE CURB AND GUTTER
REMOVAL
CONCRETE PAVEMENT REMOVAL
SAWCUT SIDEWALK
NOT USED
HMA PAVEMENT REMOVAL
REMOVE PAVEMENT STRIPING
SAW CUT HMA PAVEMENT
TREE REMOVAL
RELOCATE ELECTRICAL LINES AND
ACCESS PANEL PER ELECTRICAL
DRAWINGS
BOLLARD REMOVAL
RELOCATE FIBER OPTIC LINES PER
TECHNOLOGY DRAWINGS
DEMOLISH ROOF DRAINS PER
ARCHITECTURAL DRAWINGS
KEYED NOTES
LEGEND
REMOVE HMA PAVEMENT
REMOVE CONCRETE
PAVEMENT
TOPSOIL REMOVAL/
CLEAR AND GRUB
1.001
1.002
1.003
1.004
1.005
1.006
1.007
1.008
1.009
1.010
1.011
1.012
1.013
AutoCAD SHX Text
POND 'B'
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text
CALL TOLL FREE
AutoCAD SHX Text 800-362-2764 x x x x x x x x x x x x x x x x x x x x x x
C
O
M
M
C
H
A
N
C
E
F
M
F
M
F
M
E X
IS
T
. T O
P D
IT
C
H
A
P
P
R
O
X
I
M
A
C
A
T
I
I
S
N
I
T
A
R
C
I
N x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
E X
IS
T
. T O
P D
IT
C
H x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
GRASS
ASPH.
CONC.
CONC.
CONC.
C
O
N
C
ASPH.
ASPH.
ASPH.
ASPH.
E
X
I
S
D
E
R
G
R
O
U
L
E
A
P
P
R
O
I
S
N
E
C
O
SS
SS
x x x x x x
FH
E X
IS
T
. O H
IO
A
.N .G
. U N
D E
R G
R O
U N
D E
L E
C T
. C A
B L E
E X
IS
T
. O V
E R
H E
A D
E L E
C T
R
IC
T
E L E
P H
O N
E
E X
IS
T
" P
M P
G A
S
E X
IS
T
. 2 " P
M P
G A
S
STORAGE
YARD
BUILDING 151
MAINTENANCE
GARAGE
FF ELEV 1043.54
FF ELEV 1044.02
x x x x x x x x x x x x x x
6' HIGH CHAIN LINK FENCE
WITH BARBED WIRE TOP
EX. CONC. HEADWALL
EX. CONC. HEADWALL
1.003
1.001
1.003
1.002
BUILDING
ADDITION
BUILDING
ADDITION
1.004
1.005
1.001
1.006
1.001
W
W
1.008
CONTRACTOR
STAGING AREA
CONSTRUCTION
LIMITS (TYPICAL)
CONSTRUCTION
LIMITS (TYPICAL)
1.009
1.010
M A
R K
D A
T E
D E
S C
R I P
T I O
N B
Y
P
M
O
P
R O
J E
C T
S A
B
O R
I E
R C
A D
S
H E
E T
F I L E
S B
L D
G C
D
O L L E
N B
E C
K
T
O D
D
CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
200-38546-17011
A D
V
G
I N
E E
R I N
G
B
U I L
D I N
W A
A R
S P
R I N
G F
I E
L D
B
E C
K L
G
B
O
H
G
T
Y P
E
B
B
M I T
T A
L
Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-103
S I T
E
P
L A
N
K.JOZWIK
R.BUSHAW
J.WARNER
N
SCALE:
10' 20' 40'
1" = 20'
6"x24" CONCRETE CURB AND GUTTER, SEE
DETAIL F4, C-502
ADA COMPLIANT SIDEWALK RAMP
CONCRETE SIDEWALK, SEE DETAIL A8, C-502
NEW FIRE PUMP LOCATION. SEE
STRUCTURAL DRAWINGS FOR PAD DETAILS
AND DIMENSIONS. SEE FIRE PROTECTION
DRAWINGS FOR FIRE PUMP DETAILS.
EXISTING GENERATOR PAD
CURB TRANSITION TO EXISTING SIDEWALK
PER DETAIL, SEE DETAIL F1, C-502
BITUMINOUS PAVEMENT RESTORATION, SEE
DETAIL F8, C-502
CONTRACTOR SHALL COLD MILL SURFACE
1.5" AND RESTORE WITH 1.5" ASPHALT TOP
COURSE TO REPAIR DAMAGES FROM
STAGING OPERATIONS.
PARKING LOT STRIPING, WHITE 4 INCH
BOLLARD, SEE DETAIL A5, C-502
KEYED NOTES
NEW BUILDING
NEW CONCRETE
NEW BITUMINOUS PAVEMENT
NEW CONCRETE CURB AND GUTTER
CONTRACTOR STAGING AREA
LEGEND
1.001
1.002
1.003
1.004
1.005
1.006
1.007
1.008
1.009
1.010
AutoCAD SHX Text
POND 'B'
AutoCAD SHX Text
2 WORKING DAYS
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text
CALL TOLL FREE
AutoCAD SHX Text 800-362-2764
F
O
F
O
F
O
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S
D
S
D
S
D
S
D
S D
S D
S D
S D
S D
S
D
S
D
S
D
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
S
S
S
S
SD
x x x x x x x x x x x x x x x x x x x x x x
G
G
G
G
G
G
G
G
G
G
G
C
H
A
N
C
E
F
M
F
M
F
M
F
M
E X
IS
T
. T O
P D
IT
C
H
G
G
G
A
P
P
R
O
X
I
M
A
C
A
T
I
I
S
N
I
T
A
R
C
I
N x x x x x x x x
B-6
A-2-3
B-3
B-1
A-2 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
U
E
U
E
U
E
U E
U E
U
E
U E
U E
UE
UE
UE
U E
U E
A-2-2
B-4-1
B-2
B-5
G
B-2-1
B-2-2
B-4
A-3
A-4
A-2-1
D-1
D-2
A-3-1
E-1
E-3
S
S
S
S
E X
IS
T
. T O
P D
IT
C
H
S
S
E-2 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
GRASS
G
G
G
U
E
U
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U
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ASPH.
CONC.
CONC.
CONC.
C
O
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C
ASPH.
ASPH.
ASPH.
ASPH.
U
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x x x x x x
FH
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P H
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IS
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" P
M P
G A
S
E X
IS
T
. 2 " P
M P
G A
S
STORAGE
YARD
F O
F
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F
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F
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S
D
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D
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D
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D
S
D
S
D
S D
S D
S
D
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D
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D
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D
S D
S D
S D
S D
S D
S
D
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D
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D
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D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
S
S
S
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SD
x x x x x x x x x x x x x x x x x x x x x x
G
G
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C
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N
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T
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C
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N x x x x x x x x
B-6
A-2-3
B-3
B-1
A-2 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
U
E
U
E
U
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U E
U E
U
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U E
U E
UE
UE
UE
U E
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A-2-2
B-4-1
B-2
B-5
G
B-2-1
B-2-2
B-4
A-3
A-4
A-2-1
D-1
D-2
A-3-1
E-1
E-3
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E-2 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
GRASS
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x x x x x x
FH
U
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U E
U
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U
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U
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T
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A
.N .G
. U N
D E
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D E
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C T
. C A
B L E
E X
IS
T
. O V
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H E
A D
E L E
C T
R
IC
T
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P H
O N
E
E X
IS
T
" P
M P
G A
S
E X
IS
T
. 2 " P
M P
G A
S
STORAGE
YARD
S D
S D
S D
S D
S D
S D
S
D
S
D
S
D
S
D x x x x x x x x x x x x x x
6' HIGH CHAIN LINK FENCE
WITH BARBED WIRE TOP
EX. CONC. HEADWALL
EX. CONC. HEADWALL
TP #1
TP #2
BM #1
BM #2
TP #4
TP #3
BUILDING
ADDITION
BUILDING
ADDITION
INHABITED
PORTION OF THE
BUILDING
LOW-LEVEL
OCCUPANCY
1.002
1.004
1.001
FIBER OPTIC LINE
UNDERGROUND
ELECTRIC LINES
UNDERGROUND
ELECTRIC LINES
ELECTRIC CABINETS
8" WATER MAIN
8" WATER MAIN
ROOF DRAIN
WATER ACCESS PANEL
WATER ACCESS PANEL
FIRE
DEPARTMENT
CONNECTION
SANITARY
CLEANOUT
GAS MANIFOLD AND
METER TO REMAIN
GAS REGULATORS
UNDERGROUND
ELECTRIC LINES
V
C
R
C
P
C
P
R
C
P
V
C
V
C
STORM
CLEANOUT
UNIDENTIFIED
UNDERGROUND
UTILITY
MARKINGS
C
P
6" P.V.C.
6" P.V.C.
6" P.V.C.
V
C
RELOCATE GAS AS
NEEDED FOR WATER
MAIN INSTALLATION
1.006
1.005
1.002
1.007
1.007
1.008
PROP. 6" E IE 1039.10
1.007
BUILDING 151
CONSTRUCTION
LIMITS (TYPICAL)
CONSTRUCTION
LIMITS (TYPICAL)
1.007
1.002
1.003
CONSTRUCTION
LIMITS (TYPICAL)
1.009
W
W
S
S
S
S
U
E
U
E
G
G
G
G
G
W
W
S
S
S
S
U
E
U
E
G
G
G
G
G
WET TAP EXIST.
8" WATER MAIN
4" GATE VALVES
DEPTH OF SANITARY SEWER IS
UNKNOWN. CONTRACTOR IS
TO VERIFY SEWER DEPTH AND
MAINTAIN A MINIMUM OF 18"
SEPARATION BETWEEN PIPES.
45° BENDS
TYP (4)
M A
R K
D A
T E
D E
S C
R I P
T I O
N B
Y
P
M
O
P
R O
J E
C T
S A
B
O R
I E
R C
A D
S
H E
E T
F I L E
S B
L D
G C
D
O L L E
N B
E C
K
T
O D
D
CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
200-38546-17011
A D
V
G
I N
E E
R I N
G
B
U I L
D I N
W A
A R
S P
R I N
G F
I E
L D
B
E C
K L
G
B
O
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G
T
Y P
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B
B
M I T
T A
L
Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-104
U T
I L
I T
Y
P
L A
N
K.JOZWIK
R.BUSHAW
J.BARBER
N
SCALE:
10' 20' 40'
1" = 20'
EXISTING GENERATOR PAD
PROTECT EXISTING GAS LINES
CONTRACTOR TO VERIFY LOCATION AND
PROTECT WATER MAIN
NEW FIRE PUMP LOCATION, SEE STRUCTURAL
DRAWINGS FOR PAD DETAIL AND
DIMENSIONS. SEE FIRE PROTECTION
DRAWINGS FOR FIRE PUMP DETAILS.
GATE VALVE, 4"
INSTALL 4" WATER MAIN FOR FIRE PUMP
BOOSTER STATION.
SEE ELECTRICAL AND TECHNOLOGY
DRAWINGS FOR UNDERGROUND ELECTRIC
AND FIBER OPTIC DEMOLITION AND
PROPOSED IMPROVEMENTS.
NEW 6" PVC, SDR 26 STORM SEWER AT 1.0%
SLOPE FROM DOWNSPOUT TO EXISTING
DRAINAGE STRUCTURE. USE FLEXIBLE PIPE
TO MANHOLE CONNECTOR BOOT. INSTALL
PER MANUFACTURERS RECOMMENDATIONS.
8” DOUBLE DISC IN-LINE FLANGED SWING
CHECK VALVE IN MANHOLE. SEE CHECK
VALVE MANHOLE DETAIL. CONTRACTOR
SHALL VERIFY LOCATION OF EXISTING WATER
MAIN PRIOR TO ORDERING MANHOLE. THE 24”
MANHOLE COVER WILL NEED TO BE OFF-SET
SUCH THAT THE COVER IS AT THE SAME
GRADE AS THE PAVEMENT.
KEYED NOTES
C-104
B9
1.001
1.002
1.003
1.004
1.005
1.006
1.007
1.008
ENLARGED PLANB9
C-104
SCALE: 1" = 5'
1.009
1.009
AutoCAD SHX Text
POND 'B'
AutoCAD SHX Text
CO
AutoCAD SHX Text
POND 'B'
AutoCAD SHX Text
CO
AutoCAD SHX Text
2 WORKING DAYS
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text
CALL TOLL FREE
AutoCAD SHX Text 800-362-2764
F
O
F
O
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S
D
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D
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S D
S D
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S x x x x x x x x x x
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F M
F
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C
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A
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I M
A
C
A
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I
I S
T
N
I T
A
R
C
I N xx xx xx xx xx xx
B
A
B
B
A x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
A
B
B
B
B
B
B
A
A
D
A
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S S
S S
E
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I S
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C
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S
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E x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
A
S
P
H
C
O
N
C
C
O
N
C
C
O
N
C
C O
N C
A
S
P
H
A
S
P
H
A
S
P
H
A
S
P
H
S
D
SDSD
S
D
CO
S
D
S
D
S
S
CO
S
D
S
S
CO
S
D x x x x x x
F
H
M
W
E
X
I
S
N
D
E
R
G
R
O
U
E
C
B
L
E
E
X
I
S
E
R
H
E
E
C
T
R
L
E
P
H
O
N
E
E
X
I
S
E
X
I
S
V
E
M
E
N
T
S
T
O
R
A
G
E
Y
A
R
D
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
SD
S
D
B
U
I L
D
I
M
A
I N
T
E
N
A
N
C
E
G
A
R
A
G
E
FF ELEV 1043.54
FF ELEV 1044.02
.4
G
R
A
S
S
A
R
E
A
G
R
A
S
S
A
R
E
A
G
R
A
S
S
A
R
E
A
G
R
A
E
A
G
R
A
S
S
A
R
E
A
G
R
A
S
S
A
R
E
A
G
R
A
S
S
A
R
E
A
G
R
A
S
S
A
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E
A
G
R
A
S
S
A
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E
A
G
R
A
S
S
A
R
E
A
G
R
A
S
S
A
R
E
A x x x x x x x x x x x x
H
I
A
N
C
E
W
I
R
B
P
E
X
C
O
N
C
H
E
A
D
W
A
L
L
G
R
A
E
A
G
R
A
V
E
A
1044.03
TC 1043.51
FL 1043.01
1043.60
1043.88
1043.81
1043.95
1043.87
TC 1042.95
FL 1042.91
TC 1043.05
FL 1043.01
TC 1043.52
FL 1043.02
TC 1043.74
FL 1043.24
1043.86
TC 1043.76
FL 1043.26
1043.93
TC 1044.04
FL 1043.54
TC 1043.69
FL 1043.68
1043.95
1043.01
1042.93
TC 1042.51
FL 1042.01
TC 1042.66
FL 1042.16
1043.04
1043.12
1043.95
1044.03
TC 1043.96
FL 1043.95
1044.03
TC 1043.47
FL 1042.97
5'
BUILDING ADDITION
FF ELEV. 1044.07
BUILDING 151
MAINTENANCE
GARAGE
1.002
1.002
1.002
1.002
C
P
C
P
C
P
C
P
C
P
8" P.V.C.
8" P.V.C.
R
C
P
R
C
P
C
P
C
P
R
C
P
P
V
C
8" P.V.C.
C
P
M
P
R
C
P
RIM=1041.80
12"(N)=1038.25
15"(E)=1038.00
18"(W)=1037.85
RIM=1043.67
12"(N)=1038.55
12"(S)=1038.54
8"(W)=1039.58
RIM=1043.67
8"(W)=1040.17
8"(E)=1040.19
RIM=1043.09
6"(W)=1040.17
12"(N)=1040.05
12"(S)=1040.03
RIM=1043.06
6"(W)=1041.03
12"(S)=1040.97
RIM=1043.13
8"(W)=1039.75
6"(S) =1039.32
12"(N)=1038.80
PROP. 6"(E)=1039.10
RIM=1042.72
12"(N)=1038.72
15"(E)=1038.58
15"(W)=1038.52
RIM=1042.67
12"(S)=1040.52
1.002
1.002
RIM=1040.51
18"(W)=1037.21
12"(S)=1037.26
18"(E)=1037.16
15"(E)=1036.68
24"(E)=1036.82
18"(E)=1037.05
4' LEVEL LANDING
MAX. 2.0% SLOPE
4' LEVEL LANDING
MAX. 2.0% SLOPE
CONSTRUCTION
LIMITS (TYPICAL)
CONSTRUCTION
LIMITS (TYPICAL)
TOP OF PAD
EL. 1043.65
MATCH EXIST. CURB
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH EXIST.
CURB
MATCH
EXIST.
S F
SF
SF
S
F
SF
1.001
1.001
1.001
1.003
1.004
1.002
1.002
BUILDING ADDITION
FF ELEV. 1044.07
MATCH EXIST. CURB
4' LEVEL LANDING
MAX. 2.0% SLOPE
M A
R K
D A
T E
D E
S C
R I P
T I O
N B
Y
P
M
O
P
R O
J E
C T
S A
B
O R
I E
R C
A D
S
H E
E T
F I L E
S B
L D
G C
D
O L L E
N B
E C
K
T
O D
D
CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
200-38546-17011
A D
V
G
I N
E E
R I N
G
B
U I L
D I N
W A
A R
S P
R I N
G F
I E
L D
B
E C
K L
G
B
O
H
G
T
Y P
E
B
B
M I T
T A
L
Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-105
G R
A D
I N
G
A
O
S I
D
I M
E N
T
C
O N
T R
A
N
K.JOZWIK
R.BUSHAW
J.WARNER
N
SCALE:
10' 20' 40'
1" = 20'
SILT FENCE, SEE DETAIL A1, C-501
TEMPORARY INLET PROTECTION, SEE
DETAIL E7, C-501
CONCRETE CURB AND GUTTER, MODIFIED,
STANDARD SECTION, SEE DETAIL F4, C-502
CONCRETE CURB AND GUTTER, MODIFIED,
SPILL-OUT SECTION, SEE DETAIL F4, C-502
KEYED NOTES
1.001
1.002
1.003
1.004
AutoCAD SHX Text
POND 'B'
AutoCAD SHX Text
CO
AutoCAD SHX Text
2 WORKING DAYS
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text
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2.001
2.001
BUILDING
ADDITION
BUILDING
ADDITION
2.002
2.002
2.002
2.001
2.001
2.003
2.001
2.002
2.004
2.003
2.003
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
CONCRETE
EXISTING
CONCRETE
EXISTING ASPHALT
PARKING AREA
EXISTING ASPHALT
PARKING AREA
EXISTING GENERATOR PAD
2.005
2.006
EXISTING
PAVEMENT
MARKINGS
EXISTING
PAVEMENT
MARKINGS
EXISTING TREES (TYP.)
EXISTING TREES (TYP.)
2.003
2.003
2.004
M A
R K
D A
T E
D E
S C
R I P
T I O
N B
Y
A
M
O
P
R O
J E
C T
S A
B
O R
I E
R C
A D
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H E
E T
F I L E
S B
L D
G C
D
O L L E
N B
E C
K
T
O D
D
CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
200-38546-17011
A D
V
G
I N
E E
R I N
G
B
U I L
D I N
W A
A R
S P
R I N
G F
I E
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E C
K L
G
B
O
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G
T
Y P
E
B
B
M I T
T A
L
Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-106
L A
N D
S C
A P
E
P
L A
N
K.JOZWIK
R.BUSHAW
J.WARNER
N
SCALE:
10' 20' 40'
1" = 20'
EXISTING LANDSCAPED ISLANDS TO REMAIN
AS IS (TYP.)
EXISTING LAWN (TYP.)
NEW LAWN AREAS (NO NEW TREES, BUSHES,
OR PLANTINGS TO BE PROVIDED).
NEW CONCRETE SIDEWALK (TYP.)
NEW FIRE PUMP LOCATION
PAVEMENT STRIPING, WHITE, 4 INCH
KEYED NOTES
EXISTING BUILDING
NEW BUILDING
EXISTING ASPHALT PARKING LOT
EXISTING CONCRETE
NEW CONCRETE
NEW LAWN AREA
NEW CONCRETE CURB AND GUTTER
LEGEND
2.001
2.002
2.003
2.004
2.005
2.006
AutoCAD SHX Text
2 WORKING DAYS
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text
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AutoCAD SHX Text 800-362-2764
F
O
F
O
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S
D
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D
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D
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S D
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S D
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D
S
D
S
D
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
SD
x x x x x x x x x x x x x x x x x x x x x x
C
O
M
M
G
G
G
G
G
G
G
G
G
G
G
C
H
A
N
C
E
F
M
F
M
F
M
E X
IS
T
. T O
P D
IT
C
H
G
G
G
A
P
P
R
O
X
I
M
A
C
A
T
I
I
S
N
I
T
A
R
C
I
N x x x x x x x x
B-6
A-2-3
B-3
B-1
A-2 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
U
E
U
E
U
E
U E
U E
U E
U E
U E
UE
UE
UE
U E
U
E
A-2-2
B-4-1
B-2
B-5
G
B-2-1
B-2-2
B-4
A-3
A-4
A-2-1
D-1
D-2
A-3-1
E-1
E-3
S
S
S
S
E X
IS
T
. T O
P D
IT
C
H
S
S
E-2 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
GRASS
G
G
G
U
E
U
E
U
E
U
E
ASPH.
CONC.
CONC.
CONC.
C
O
N
C
ASPH.
ASPH.
ASPH.
ASPH.
U
E
U
E
U E
U E
G
G
G
G
U
E
E
X
I
S
D
E
R
G
R
O
U
L
E
G
G
A
P
P
R
O
I
S
N
E
A
P
P
R
O
X
I
M
A
I
S
T
T
C
A
T
I
O
N
SD
S
D
S
D
SD
C
O
SD
SD
SS
C
O
SD
SS
C
O
SD
x x x x x x
FH
U
E
U E
U
E
U
E
U
E
U E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U E
SD
E X
IS
T
. O H
IO
A
.N .G
. U N
D E
R G
R O
U N
D E
L E
C T
. C A
B L E
E X
IS
T
. O V
E R
H E
A D
E L E
C T
R
IC
T
E L E
P H
O N
E
E X
IS
T
" P
M P
G A
S
E X
IS
T
. 2 " P
M P
G A
S
STORAGE
YARD
S D
S D
S D
S D
S D
S D
S
D
S
D
S
D
S
D
BUILDING 151
MAINTENANCE
GARAGE
FF ELEV 1043.54
FF ELEV 1044.02
8"
B
U
N
E
8"
LANDSCAPING AREA
W/ VARIOUS BUSHES
x x x x x x x x x x x x x x
6' HIGH CHAIN LINK FENCE
WITH BARBED WIRE TOP
12"
12"
6"
12"
12"
8"
12"
8"
EX. CONC. HEADWALL
EX. CONC. HEADWALL
TP #1
TP #2
BM #1
BM #2
TP #4
TP #3
BUILDING
ADDITION
BUILDING
ADDITION
W
W
SEE BUILDING PLANS
FOR FINAL DIMENSIONS
SEE BUILDING PLANS
FOR FINAL DIMENSIONS
CONSTRUCTION
LIMITS (TYPICAL)
CONSTRUCTION
LIMITS (TYPICAL)
COORDINATE TABLE
POINT ID
NORTHING
675270.354
675265.235
675274.852
675271.562
675297.847
675291.653
675276.925
675257.389
675263.366
675265.063
675260.264
675258.553
675252.580
675244.311
675248.541
675243.957
675242.447
675251.208
675256.016
675275.554
675290.282
675309.906
675241.363
675228.499
675242.179
675228.213
675243.394
675255.226
675308.261
675250.375
675242.413
675425.467
675415.702
675391.613
675410.846
675414.693
675423.437
675424.818
675416.064
675412.222
675393.003
675232.956
675224.302
675246.782
EASTING
1591693.608
1591675.657
1591672.915
1591661.375
1591653.880
1591650.413
1591654.612
1591660.182
1591681.117
1591687.063
1591688.453
1591682.472
1591661.553
1591681.862
1591680.593
1591664.532
1591659.243
1591656.745
1591655.374
1591649.804
1591645.604
1591640.009
1591606.423
1591610.193
1591680.163
1591631.231
1591607.907
1591649.361
1591634.239
1591653.251
1591655.107
1591664.197
1591629.947
1591631.530
1591626.046
1591624.949
1591622.424
1591627.355
1591629.758
1591630.873
1591636.407
1591598.454
1591600.923
1591655.537
ELEVATION
1044.07
1044.07
1044.07
1044.07
1044.07
1044.00
1043.87
1043.69
1043.88
1043.95
1043.87
1043.81
1043.60
1043.66
1043.74
1044.02
1043.05
1043.47
1043.51
1043.76
1043.95
1043.99
1043.53
1043.16
1043.05
1042.52
1042.89
1042.95
1043.95
0.00
0.00
1044.07
1044.07
1043.95
1042.35
1042.27
1042.18
1042.03
1042.23
1042.31
1043.95
1043.65
1043.65
0.00
DESCRIPTION
BLDG
BLDG
BLDG
BLDG
BLDG
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
VALVE
VALVE
BLDG
BLDG
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
CONC
CONC
MANHOLE
M A
R K
D A
T E
D E
S C
R I P
T I O
N B
Y
P
M
O
P
R O
J E
C T
S A
B
O R
I E
R C
A D
S
H E
E T
F I L E
S B
L D
G C
D
O L L E
N B
E C
K
T
O D
D
CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
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F
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U I L
D I N
W A
A R
S P
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G F
I E
L D
B
E C
K L
G
B
O
H
G
T
Y P
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B
B
M I T
T A
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Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-107
C O
O R
D I N
A T
E
P
L A
N
K.JOZWIK
R.BUSHAW
J.WARNER
M A
R K
D A
T E
D E
S C
R I P
T I O
N B
Y
P
M
O
P
R O
J E
C T
S A
B
O R
I E
R C
A D
S
H E
E T
F I L E
S B
L D
G C
D
O L L E
N B
E C
K
T
O D
D
CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
200-38546-17011
A D
V
G
I N
E E
R I N
G
B
U I L
D I N
W A
A R
S P
R I N
G F
I E
L D
B
E C
K L
G
B
O
H
G
T
Y P
E
B
B
M I T
T A
L
Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
N
SCALE:
10' 20' 40'
1" = 20'
AutoCAD SHX Text
POND 'B'
AutoCAD SHX Text
CO
AutoCAD SHX Text
2 WORKING DAYS
AutoCAD SHX Text
BEFORE YOU DIG
AutoCAD SHX Text
CALL TOLL FREE
AutoCAD SHX Text 800-362-2764
R K
D A
T E
D E
S C
R I P
T I O
N B
Y
A
M
O
P
R O
J E
C T
S A
B
O R
I E
R C
A D
S
H E
E T
F I L E
S B
L D
G C
D
O L L E
N B
E C
K
T
O D
D
CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
200-38546-17011
A D
A L
C
I V
I L
E
N G
I N
E E
R I N
G
B
U I L D
I N
W A
A R
S P
R I N
G F
I E
L D
B
E C
K L
G
B
O
H
G
T
Y P
E
B
B
M I T
T A
L
Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-501
S T
A N
D A
T
A I L
S
S O
O
S I O
N
A
N D
S E
D I M
E N
T
C
O N
T R
O L
K.JOZWIK
R.BUSHAW
J.WARNER
6"
5'
A
A
J-HOOK
GENERAL NOTES:
THE INSTALLATION DETAILS AND DIMENSIONS SHOWN
FOR PERIMETER EROSION CONTROL BARRIERS SHALL
ALSO APPLY FOR INLET AND PIPE PROTECTION.
ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE
SHOWN.
SILT FILTER FENCE AS A
PERIMETER EROSION BARRIER
ELEVATION
200'
STEP 2
ROTATE POSTS (STAKES) TOGETHER 180 DEGREES CLOCKWISE
AND DRIVE BOTH POSTS (STAKES) INTO THE GROUND.
STEP 1
PLACE END-POST (STAKE) OF FIRST SILT FENCE ADJACENT
TO END-POST (STAKE) OF SECOND SILT FENCE WITH FABRIC
POSITIONED AS SHOWN.
TRENCH METHOD
SECTION A-A
SLICE METHOD
NOTE:
ADJUST BASKET DIMENSIONS TO FIT STORMWATER INLET TYPE.
C O
N C
R E
T E
C U
R B
WOOD POST OR METAL STAKESILT FENCE FABRIC
WOOD POST OR METAL STAKE
SILT FENCE FABRIC
ATTACHING TWO SILT FILTER FENCES
(NOT APPLICABLE FOR J-HOOKS)
SILT FILTER J-HOOK PLACEMENT
J-HOOK J-HOOK
F
L
O
W
F
L
O
W
F
L
O
W
F
L
O
W
F
L
O
W
F
L
O
W
WOOD POST OR METAL
STAKE (TYPICAL)
CONTINUOUS FENCE FABRIC
PLACE POSTS (STAKES) ADJACENT
AND BIND AT TOP WITH WIRE.
WOOD POST OR METAL STAKE
SILT FENCE FABRIC
FLOW
WOOD POST OR METAL STAKE
SILT FENCE FABRIC
FLOW
EXCAVATE, BACKFILL
AND COMPACT TRENCH
TO SECURE FABRIC
FILTER FABRIC
ROADWAY
VARIES
V A
R I E
S
C O
N C
R E
T E
C U
R B
STORM WATER INLET BOWL
OR CATCH BASIN CORBEL
TEMPORARY INLET PROTECTION BASKET
E7
C-105
SCALE: NONE
SILT FENCE DETAILS
A1
C-105
SCALE: NONE
R K
D A
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D E
S C
R I P
T I O
N B
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A
M
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J E
C T
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B
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R C
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F I L E
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L D
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O L L E
N B
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T
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CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
200-38546-17011
A D
A L
C
I V
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N G
I N
E E
R I N
G
B
U I L D
I N
W A
A R
S P
R I N
G F
I E
L D
B
E C
K L
G
B
O
H
G
T
Y P
E
B
S
U B
M I T
T A
L
Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-502
S T
A N
D A
T
A I L
S
S I T
E
K.JOZWIK
R.BUSHAW
J.WARNER
4" 4"
NOTES:
1. SIDEWALKS SHALL BE 6 INCH THICK. (T=6)
2. CONTRACTION JOINTS SHALL BE SPACED AT INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK, OR 5
FEET ON CENTER, WHICHEVER IS LESS. MINIMUM SPACE BETWEEN JOINTS IS 2 FEET.
3. CONTRACTION JOINTS SHALL BE 1.5 INCH DEEP AND 1/8 INCH WIDE.
4. 1/2 INCH EXPANSION JOINT FILLER WHERE CONCRETE SIDEWALK ABUTS CONCRETE STRUCTURE.
5. 4000 PSI CONCRETE.
6. FINE HAIR BROOM FINISH CONCRETE IN A STRAIGHT PATTERN PERPENDICULAR TO THE NEAREST EDGE
OF PAVEMENT.
S E
E
N O
30' MAXIMUM SPACING
BETWEEN EXPANSION JOINTS
SEE NOTE
SEE NOTE
EXPANSION JOINT
DUMMY GROOVE
CONTRACTION JOINT
S E
E
N O
T E
2"
2'-0"
5 1/2"
R
F T
S
L O
P E
R
5 1/2"
R
2'-0"
S E
E
N O
T E
"/F
T . S
L O
P E
2"
R
NOTE:
1. WHERE PROPOSED ASPHALT PAVING ABUTS EXISTING ASPHALT PAVING, REMOVE 2 INCHES
DEPTH EXISTING ASPHALT AND REPLACE WITH 2 INCHES NEW ASPHALT SURFACE AS SHOWN
ABOVE.
2. WHERE EXISTING PAVING IS TO BE REMOVED AND REPLACED WITH VEGETATED SURFACE,
PROVIDE CLEAN SAWCUT EDGE AS SHOWN ON THE PLANS.
12" WIDTH
REMOVE
PAVEMENT
1.6" - 2.4"
0.4" - 0.9"
0.9" - 1.4"
SECTION A-ASQUARE PATTERN
HMA, SURFACE COURSE
AGGREGATE BASE
COMPACTED BASE
HMA, BASE COURSE
CROWN TOP OF CONCRETE
CROWN BASE
12" x 12" x 1/4" STEEL
PLATE WELDED TO PIPE
8" DIA. 1/4" THICK STEEL PIPE, 9'-6"
LONG. FILL WITH CONCRETE AND
INSTALL IDEAL SHIELD
TM
COVER
OR APPROVED EQUAL
2'-0"
TO BE REMOVED
CURB AND GUTTER
5'
TRANSITION
A
A
TACK COAT
ASPHALT PAVEMENT
EDGE OF EXISTING PAVEMENT.
SAWCUT FULL DEPTH NEW PAVEMENT
EXISTING ASPHALT PAVEMENT
SAWCUT PAVEMENT
PROFILE
TOOLED EDGES
1/8" RADIUS
PREMOLDED
JOINT FILLER
JOINT SEALANT
1/2"
T
T
T
1/8"
PLAN
DOWNSPOUT TO ROOF
SS SUPPORT STRAP-ANCHOR TO
WALL WITH EXPANSION SHIELDS
CAST IRON CLEANOUT "T" BRANCH
WITH THREADED PLUG
GRADE
PVC FITTING
PVC FITTING
6" COMPACTED
SAND BASE
6" COMPACTED
SAND BASE
STANDARD SECTION
NOTE:
1. CURB HEIGHT VARIES FROM 3" TO 6", SEE GRADING PLAN.
2. CONCRETE MUST HAVE A MINIMUM COMPRESSIVE STRENGTH OF
4000 PSI FOR 28 DAYS.
SPILL-OUT SECTION
CONTRACTION
JOINTS
1/2" EXP. JOINTS
BACK OF CURB
NEW BLDG. PAD
1/2" EXP. JOINTS
1/2" EXP. JOINTS
COMPACTED SAND
SUBBASE
CONCRETE SIDEWALK
SEE NOTE 3
TACK COAT
PRIME COAT
NOTES:
1. ALL MATERIALS SHALL MEET OHIO DEPARTMENT OF TRANSPORTATION (ODOT) MATERIAL
SPECIFICATIONS.
2. SURFACE COURSE SHALL BE ODOT ITEM 448 TYPE 1 (PG 64-22)
3. BASE COURSE SHALL BE ODOT ITEM 448 TYPE 1 (PG 64-22)
4. AGGREGATE BASE SHALL BE ODOT ITEM 304
SLO
PE
4000 PSI CONCRETE
CURB TRANSITION DETAILF1
C-103
SCALE: NONE
CONCRETE CURB AND GUTTER, MODIFIEDF4
C-103
SCALE: NONE
BITUMINOUS PAVEMENT RESTORATION SECTIONF8
C-103
SCALE: NONE
SAWCUT PAVEMENT DETAIL
D1
C-103
SCALE: NONE
DETECTABLE WARNING TRUNCATED DOMESD5
C-103
SCALE: NONE
EXTERIOR DOWNSPOUT SHOE
A1
C-103
SCALE: NONE
BOLLARD DETAILA5
C-103
SCALE: NONE
CONCRETE SIDEWALK DETAILA8
C-103
R K
D A
T E
D E
S C
R I P
T I O
N B
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P
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C T
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F I L E
S B
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G C
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O L L E
N B
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CHKD:
DRWN:
PROJ:
DESN:
Bar measures 1 inch, otherwise drawing is not to scale
C o p y r i g h t
T e t r a
T e c h
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
200-38546-17011
A D
A L
C
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N G
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R I N
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B
U I L D
I N
W A
A R
S P
R I N
G F
I E
L D
B
E C
K L
G
B
O
H
G
T
Y P
E
B
B
M I T
T A
L
Bar measures 1 inch, otherwise drawing is not to scale
CHKD:
DRWN:
DESN:
PROJ:
C o p y r i g h t
T e t r a
T e c h
C-503
S T
A N
D A
T
A I L
S
U T
I L
I T
I E
S
K.JOZWIK
R.BUSHAW
J.WARNER
(DRIVEWAY, ROAD BED OR SHOULDER)
DRIVEN SURFACE
SUBBASE
SUITABLE MATERIAL
EXCAVATED FROM SEWER
TRENCH 90% COMPACTION
UNLESS OTHERWISE
SPECIFIED
GRANULAR MATERIAL 95%
COMPACTION
GRANULAR MATERIAL
95% COMPACTION
GRANULAR MATERIAL
95% COMPACTION
GRANULAR MATERIAL
95% COMPACTION
V A
R I E
S
(DRIVEWAY, ROAD BED OR SHOULDER)
4" TOPSOIL
GRANULAR MATERIAL
95% COMPACTION
NOTE:
SEE PIPE BEDDING DETAIL FOR
MATERIAL AROUND PIPE.
EXISTING SURFACE
TRENCH TYPE A
NOTE:
SEE PIPE BEDDING DETAIL FOR
MATERIAL AROUND PIPE.
NOTE:
SEE PIPE BEDDING DETAIL FOR
MATERIAL AROUND PIPE.
TRENCH TYPE B
TRENCH TYPE C
EXISTING SURFACE
BACK OF CURB OR EDGE
OF SHOULDER
NOTES:
1. COMPACTION PRESENTED AS MODIFIED STANDARD PROCTOR VALUES. (MAXIMUM UNIT WEIGHT)
2. SOIL TYPES AASTHO DESIG.
GRAVEL SANDY (SW) A1, A3
SANDY SILTY (ML) A2, A4
SILTY CLAY (CL) A5, A6, A7
GRANULAR MATERIAL 95%
COMPACTION
Do
D i
TRENCH SLOPES IN ACCORDANCE WITH
OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REQUIREMENTS
BEDDING 4" MIN. (6" MIN. IF ROCK IS FOUND)
GRANULAR MATERIAL 95%
COMPACTION
SIZE AS CALLED
FOR ON PLANS
COMPACT BEDDING EACH SIDE 95% PER
SPECIFICATIONS
PIPE BEDDING (PVC PIPE)
6" O.D.
PIPE
6"
SECTION A - A
A
A
O D
P I P
E
M I N
6" O.D.
PIPE
6"
O D
P I P
E
SEE SECTION 31 11 00 FOR
ADDITIONAL INFORMATION
NOTES:
1. THIS SHALL APPLY TO ALL CROSSINGS THAT CANNOT MAINTAIN A MINIMUM VERTICAL
CLEARANCE OF 457mm (18"). APPROVAL FROM COR REQUIRED FOR USE OF
CONCRETE CRADLE..
PIPE RESTRAINT SCHEDULE
GROUND BURIED PRESSURE PIPE - DUCTILE IRON AND PVC PIPE
PIPE
DIAMETER
TEES, 90°
BENDS
45°
BENDS
22-1/2°
BENDS
11-1/4°
BENDS
DEAD
ENDS
REDUCERS (ONE
SIZE REDUCTION)*
REDUCERS (TWO
SIZE REDUCTIION)*
3 & 4 15 8 3 2 40 -- --
6 26 25 6 3 58 31 28
8 34 33 7 4 75 30 70
12 48 47 10 5 107 57 116
1. LENGTHS OF PIPE RESTRAINT ARE GIVEN IN FEET.
2. IF REQUIRED PIPE DIAMETER IS NOT LISTED IN THIS TABLE, THE NEXT LARGEST PIPE DIAMETER SHALL BE USED.
3. THIS TABLE IS BASED ON A TEST PRESSURE OF 180 PSI (OPERATING PRESSURE PLUS WATER HAMMER. FOR OTHER
TEST PRESSURES, ALL VALUES TO BE INCREASED OR DECREASED PROPORTIONALLY.
4. THE VALUES PROVIDED OF RESTRAINT LENGTH ARE IN EACH DIRECTION FROM THE POINT OF DEFLECTION OR
TERMINATION EXCEPT FOR TEES, AT WHICH ONLY THE BRANCH IN THE DIRECTION OF THE STEM.
5. IF TIE RODS ARE USED, USE FOUR RODS MINIMUM AND ADD 1/8-INCH TO BAR DIAMETER AS CORROSION ALLOWANCE.
* SIZE REDUCTION IS BASED UPON THE PIPE DIAMETER SHOWN IN THIS TABLE.
BASED UPON: INTERNAL PRESSURE: 180
PIPE DEPTH: 5
BEDDING CLASS: TYPE 4
SOIL TYPE: GOOD SAND
SAFETY FACTOR: 2
NOTES:
1. THIS SHALL APPLY TO ALL CROSSINGS WITH A VERTICAL CLEARANCE OF 457mm (18") OR LESS AND THIS SHALL APPLY TO ALL
CROSSINGS WHERE DIRECTED WITH A VERTICAL CLEARANCE GREATER THAN 457mm (18") AND LESS THAN 1.5 m (5').
BACKFILL TRENCH
EX. UTILITY
BACKFILL INCLUDED
WITH ADJACENT
TRENCH PAY ITEMS
PROPOSED SEWER OR
WATER MAIN
APPROXIMATE SPRINGLINE
(MIDPOINT)
4" TOPSOIL
M
I N
M I N
5' MINIMUM
FROM PAVEMENT
OR TRAVELED WAY
M
I N
O
R
A
S
S H
O W
N
O
N
P
R O
F I L E
NOTE:
VALVE BOX SHALL NOT REST ON VALVE OR
MAIN LINE PIPE.
SUITABLE MATERIAL
EXCAVATED FROM
SEWER TRENCH 90%
COMPACTION UNLESS
OTHERWISE SPECIFIED
TRAFFIC RATED COVER
SURFACE RESTORATION
GRANULAR MATERIAL
95% COMPACTION
CONCRETE PIPE CRADLED3
C-104
SCALE: NONE
GATE VALVE AND BOXE6
C-104
SCALE: NONE
PIPE RESTRAINT SCHEDULEE8
C-104
SCALE: NONE
TRENCH DETAILS
A1
C-104
SCALE: NONE
BEDDING DETAILA3
C-104
SCALE: NONE
TYPICAL DETAIL FOR PROPOSED SEWERS AND WATER MAIN CROSSING UNDER EXISTING UTILITIESA6
C-104
SCALE: NONE
* USE #5 AT 6" FOR D=8'-0"
#5 AT 10" E.W.*
3-#5 EXTRA
1-#5
TOP PLAN SECTIONAL PLAN
STOP & VALVE
1" TAP, CORP.
MH C.L.
SECTION
MIN.
OPENING)
(CLEAR
FIN. GRADE
"E"
24"
6'-0" DIA.
M
I N
10" DIA. VCP
OR CP SUMP
HEAVY DUTY, SOLID COVER
WITH "WATER" RAISED
LETTERING, WATER TIGHT
3" TO 8" BRICK
ADJUSTMENT
OR GRADE RING
MH STEPS
AT 16" CTRS
MORTAR
COLLAR ALL
AROUND
PRECAST CONC. M.H.
(ASTM C-478)
4"
ADAPTOR
FLANGE
COUPLING
ADAPTOR
FLANGE
COUPLING
1"
SLOPE
PIPE SUPPORT
EX 8"W
NEW MECHANICAL
JOINT GLAND
NEW GASKET
NEW CUTTING-IN-SLEEVE
EX 8"W
NEW MECHANICAL
JOINT GLAND
NEW GASKET
NEW CUTTING-IN-SLEEVE
EX 8"W
CHECK VALVE
BOLTED FLEXIBLE COUPLING
1" THREADED
CORPORATION STOP
CHECK VALVE MANHOLE
EX 8"W
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File details come from the government source that posted it. Updated .