planning commission notice of public meeting · at this meeting the planning commission will...
TRANSCRIPT
Planning & Building Department Planning | 937-859-5783 | [email protected]
Code Enforcement | 937-859-5783 | [email protected] Building Inspection | 937-859-5184 | [email protected]
300 E. Central Ave. | West Carrollton, OH 45449 | FAX: 937-859-3366 | www.westcarrollton.org
PLANNING COMMISSION
NOTICE OF PUBLIC MEETING
Case No.: SP-20-1
Date: Thursday, July 2, 2020
Time: 6:30 p.m.
Place: City Council Chambers – Civic Center, 300 E. Central Avenue
Notice is hereby given that a public meeting will be held by the City of West Carrollton Planning
Commission at the Civic Center located at 300 East Central Avenue on Thursday, July 2, 2020,
at 6:30 p.m.
At this meeting the Planning Commission will consider a Site Plan application filed by Valvoline
LLC, 100 Valvoline Way, Lexington, KY, 40509, agent for the property owner, Tim Clarke, 955
Congress Park Drive, Centerville, OH, 45459, for approval of an oil change facility on property
located at 5799 Springboro Pike, West Carrollton, OH, 45449. If you know of any interested
citizen or affected property owner who did not receive this notice, please inform them of this
meeting.
The application and other materials supporting the request may be examined at the City of West
Carrollton Planning and Community Development Department located at 300 E. Central Avenue
from Monday through Friday, 8 a.m. to 4:30 p.m., or on the City’s website at
www.westcarrollton.org/planning-commission/. If you have questions or need more
information, please email [email protected] or call 937-859-5783.
Interested persons are requested to appear and voice their opinions with respect to this
application. Due to the Ohio Department of Health’s current guidelines and operating
requirements there are the several alternatives available for viewing and providing testimony.
For more information, please visit www.westcarrollton.org/planning-commission/.
ADJACENT PROPERTY OWNERS LIST Please list the names and addresses of all property owners within 200 feet of the property in question. The number below must correspond to the map which you will submit as part of your application.
NAMES ADDRESS CITY, STATE, ZIP 1._________________________________________________________________________ 2.__________________________________________________________________________ 3.__________________________________________________________________________ 4.__________________________________________________________________________ 5.__________________________________________________________________________ 6.__________________________________________________________________________ 7.__________________________________________________________________________ 8.__________________________________________________________________________ 9.__________________________________________________________________________ 10.__________________________________________________________________________ 11.__________________________________________________________________________ 12.__________________________________________________________________________ 13.__________________________________________________________________________ 14.__________________________________________________________________________ 15.__________________________________________________________________________
SOUTH
NORTH
EAST
WEST
SCALE:
2
EXTERIOR ELEVATION - EAST
OVERALL FRONT
1/4" = 1'-0"
OPEN
T.O. TOWER
+/-28'-11" A.F.F.
B.O. SOFFIT
+/-23'-4" A.F.F.
B.O. SOFFIT
+/-13'-5" A.F.F.
T.O. SILL
+4'-0" A.F.F.
T.O. SLAB
0'-0" A.F.F.
STONE WAINSCOT
BRICK SOLDIER
COURSE
FACE BRICK
CONT. RIDGE VENT
E.I.F.S. 1 (TYP.)
LOGO SIGN (600)
E.I.F.S. SILL
ALUM. GUTTER,
FASCIA & D.S. (TYP.)
METAL AWNING
SNOW GUARDS
PROVIDE 6" TALL
VINYL ADDRESS
NUMBERS AS REQ'D
LED SIGN (602)
ALUM. STOREFRONT
ASPHALT SHINGLES
(SEE EXT. FINISH NOTES
AND ROOF PLAN)
SECURITY CAMERA.
SEE SECURITY PLAN
EQ
.E
Q.
1
A3.1
NOTE: CENTER SIGN ON ROOF
PEAK & AWNING BELOW. FIELD
VERIFY ALL CONDITIONS
RIDGE HEIGHT
+/-22'-7" A.F.F.
STONE WAINSCOT
B.O. SOFFIT
+/-13'-5" A.F.F.
T.O. SLAB
0'-0" A.F.F.
ALUM. GUTTER, FASCIA
& DOWNSPOUTS
T.O. SILL
+4'-0" A.F.F.
CONT. PRECAST
CONC. SILL
10
'-6
"
@ E
NT
RY
11
'-6
"
@ E
NT
RY
FACE BRICK
FACE BRICK
WALL MOUNTED
LIGHT (TYP.)
13
'-0
" T
YP
.
CA
ME
RA
H
T.
1'-8"
FACE BRICK
KNOX BOX PER LOCAL
A.H.J, MOUNTING
HEIGHT @ 6'-0" AFF
SCALE:
1
EXTERIOR ELEVATION - SOUTH
OVERALL LEFT
1/4" = 1'-0"
7'-1
0"
(T
YP
.)
M
A6.1
2
A3.1
10
'-4
"
(T
YP
.)
B.O. SOFFIT
+/-13'-5" A.F.F.
T.O. SLAB
0'-0" A.F.F.
T.O. SILL
+4'-0" A.F.F.
T.O. TOWER
+/-28'-11" A.F.F.
B.O. SOFFIT
+/-23'-4" A.F.F.
B.O. SOFFIT
+/-13'-5" A.F.F.
T.O. SILL
+4'-0" A.F.F.
T.O. SLAB
0'-0" A.F.F.
EQ
.E
Q.
OPEN
CONT. PRECAST
CONC. SILL
BRICK SOLDIER
COURSE
FACE BRICK
SECURITY CAMERA.
(SEE SECURITY PLAN)
STONE WAINSCOT
ALUM. GUTTER,
FASCIA & D.S. (TYP.)
EXHAUST VENT CAP
(SEE MECHANICAL)
VTR - VERIFY QUANITY &
LOCATIONS (SEE PLUMBING)
ACCESS PANEL, CONT. SEALANT
AROUND ENTIRE FRAME WHERE
FLANGE MEETS MASONRY
SNOW GUARDS
E.I.F.S 1 SILL
STONE WAINSCOT
E.I.F.S. 1 (TYP.)
METAL AWNING
FACE BRICK
NOTE: CENTER SIGN ON
ROOF PEAK & AWNING
BELOW. FIELD VERIFY
ALL CONDITIONS
WALL MOUNTED
LIGHT (TYP.)LED SIGN (602)
LOGO SIGN (600)
FACE BRICK
13
'-0
" T
YP
.
CA
ME
RA
H
T.
1'-8"
H.B.
FACE BRICK
4. ALL FLASHING, RIDGE CAPS, DRIP EDGE ETC. SHALL MATCH
GUTTER & DOWNSPOUT MANUFACTURER'S STANDARD DETAILS.
PROVIDE VENTED RIDGE CAP WHERE SHOWN.
5. EXHAUST FAN, VTRS & SIMILAR ITEMS ON ROOF SHALL BE
PAINTED TO MATCH ROOF.
1. EIFS SHALL BE DRYVIT, CLASS PB DRAINAGE SYSTEM WITH FLUID
APPLIED WATER RESISTIVE BARRIER BEHIND INSULATION BOARD.
2. SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL
REFERENCE PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED
FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL.
3. G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SIGN
AS REQUIRED BY SIGN VENDOR - FIELD VERIFY REQUIREMENTS W/
VENDOR & OWNER'S REPRESENTATIVE.
NUMBER
600
DESCRIPTION SIZE ILLUMINATEDQUANTITY
LOGO SIGN 7'-8" X 5'-11" (45 S.F.) INTERNALLY 2
601 LANE INDICATOR SIGN 10'-0" X 1'-4" (13.33 S.F.) NO 2
602 OPEN SIGN 2'-7 1/2" X 11 1/2" (2.52 S.F.) INTERNALLY 2
603 MONUMENT SIGN REFER TO SHT. A-10a INTERNALLY 1
604 LOGO SIGN 4'-11" X 6'-5" (31 S.F.) INTERNALLY 1
PER LOCAL AND DEVELOPMENTAL RESTRICTIONS
PROVIDED BY OWNER, INSTALLED BY G.C.
PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR
PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR
EXTERIOR INSULATED DRYVIT (SANDPEBBLE FINE)
FINISH SYSTEM : COLOR: E.I.F.S. 1 = #113 AMARILLO WHITE
ROOF SHINGLES: OWENS CORNING DURATION SERIES "DRIFTWOOD"
PRECAST SILL: CUSTOM CAST STONE - "LIGHT BUFF" (REFER TO SILL PROFILE)
MORTAR: LEHIGH - "LIGHT BEIGE"
MASONRY SEALER: ALL MASONRY SURFACES SHALL BE TREATED W/SEALER
REFER TO SPECIFICATIONS.
STANDING SEAM FIRESTONE UNA-CLAD KYNAR 500 / HYLAR METAL 5000
AWNING: FLUOROCARBON STEEL "CHAMPAGNE METALLIC"
UNDERSIDE & FRAME TO BE PAINTED SW 6152 "SUPERIOR BRONZE"
FACE BRICK (ABOVE WAINSCOT): BELDEN - "MODULAR HAMILTON BLEND A"
BRICK SOLDIER COURSE: BELDEN - "MODULAR HAMILTON BLEND A"
STONE WAINSCOT: MANUFACTURER: CUSTOM CAST STONE
(GRADE TO PRECAST SILL) ROCK FACE; ASHLAR PATTERN, COLOR: "LIGHT BUFF"
GUTTER, DOWNSPOUTS, BERRIDGE - "SIERRA TAN"
FASCIA & EXPOSED TRIM:
STOREFRONT SYSTEM: 2x4 1/2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED
ALUMINUM STOREFRONT SYSTEM W/1" INSULATED GLAZING.
H.M. DOORS & FRAMES: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL
PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300
SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD
BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER.
O.H. DOOR FINISH: CLEAR ANODIZED ALUMINUM
PARKING LOT STRIPING: SHERWIN-WILLIAMS #TM226 SETFAST TM PAINT.
COLOR SHALL BE "WHITE".
HANDICAP STALL STRIPING: SHERWIN-WILLIAMS #TM2133 SETFAST TM PAINT.
COLOR SHALL BE "ADA BLUE".
MISC. ROOF VENTS, PAINT TO MATCH SW7046 "ANONYMOUS"
FANS, ETC.
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2020 CESO, INCc
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2020 Q
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3601 RIGBY RD, SUITE 300, MIAMISBURG, OH 45342
PHONE: (937) 435-8584 FAX: (937) 435-3307
W:\P
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2020 Q
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xterior E
levations, 6/22/2020 9:58:05 A
M,
JA
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RE
TT
CESO
AS NOTED
A-3a
EXTERIOR
ELEVATIONS
RADIANT HEATER VENT -
SEE MECHANICAL DRAWINGS
(FIELD VERIFY LOCATIONS)
CONT. PRECAST
CONC. SILL
PROTECTION BOLLARDS ENCROACH ON
DOORS BY 1" (TYP.) - SEE DETAIL 6/A10
WALL MOUNTED
LIGHT
7'-1
0"
(T
YP
.)
SCALE:
4
EXTERIOR ELEVATION - WEST
OVERALL REAR
1/4" = 1'-0"
BRICK SOLDIER
COURSE
FACE BRICK
CONT. RIDGE VENT
ASPHALT SHINGLES
(SEE EXT. FINISH NOTES
AND ROOF PLAN)
LANE INDICATOR
SIGNS (601) TYP.
RIDGE HEIGHT
+/-22'-7" A.F.F.
STONE WAINSCOT
B.O. SOFFIT
+/-13'-5" A.F.F.
T.O. SLAB
0'-0" A.F.F.
T.O. SILL
+4'-0" A.F.F.
VTR - VERIFY QUANITY &
LOCATIONS (SEE PLUMBING)
ALUM. GUTTER,
FASCIA & D.S. (TYP.)
SECURITY CAMERA.
SEE SECURITY PLAN
FACE BRICK
7'-6
" T
O
B.O
. S
IG
N
RAKE FLASHING
@ WALL BEYOND
T.O. TOWER
+/-28'-11" A.F.F.
B.O. SOFFIT
+/-23'-4" A.F.F.
B.O. SOFFIT
+/-13'-5" A.F.F.
T.O. SILL
+4'-0" A.F.F.
T.O. SLAB
0'-0" A.F.F.
E.I.F.S. 1 (TYP.)
ALUM. GUTTER,
FASCIA & D.S. (TYP.)
METAL AWNING
SNOW GUARDS
SECURITY CAMERA
(SEE SECURITY PLAN)
STONE WAINSCOT
FACE BRICK
13
'-0
" T
YP
.
CA
ME
RA
H
T.
1'-8"1'-8" 1'-8"
4
A3.1
EXHAUST VENT CAP
(SEE MECHANICAL)
HVAC/ELECT. EQUIPMENT
(FOR REFERENCE ONLY)
10
'-4
"
(T
YP
.)
FACE BRICK
SCALE:
3
EXTERIOR ELEVATION - NORTH
OVERALL RIGHT
1/4" = 1'-0"
T.O. TOWER
+/-28'-11" A.F.F.
B.O. SOFFIT
+/-23'-4" A.F.F.
B.O. SOFFIT
+/-13'-5" A.F.F.
T.O. SILL
+4'-0" A.F.F.
T.O. SLAB
0'-0" A.F.F.
SNOW GUARDS
RIDGE HEIGHT
+/-22'-7" A.F.F.
B.O. SOFFIT
+/-13'-5" A.F.F.
T.O. SLAB
0'-0" A.F.F.
T.O. SILL
+4'-0" A.F.F.
ACCESS PANEL, CONT. SEALANT
AROUND ENTIRE FRAME WHERE
FLANGE MEETS MASONRY
STONE WAINSCOT
E.I.F.S. 1 (TYP.)
METAL AWNING
FACE BRICK
BRICK SOLDIER
COURSE
STONE WAINSCOT
FACE BRICK
3
A3.1
ALUM. GUTTER,
FASCIA & D.S. (TYP.)
FACE BRICK
CONT. PRECAST
CONC. SILL
RAKE FLASHING
@ WALL BEYOND
EXHAUST VENT CAP
(SEE MECHANICAL)
VTR - VERIFY QUANITY
& LOCATIONS
(SEE PLUMBING)
SECURITY CAMERA.
SEE SECURITY PLAN
13
'-0
" T
YP
.
CA
ME
RA
H
T.
1'-8"
GAS
METER
H.B.
FACE BRICK
4. ALL FLASHING, RIDGE CAPS, DRIP EDGE ETC. SHALL MATCH
GUTTER & DOWNSPOUT MANUFACTURER'S STANDARD DETAILS.
PROVIDE VENTED RIDGE CAP WHERE SHOWN.
5. EXHAUST FAN, VTRS & SIMILAR ITEMS ON ROOF SHALL BE
PAINTED TO MATCH ROOF.
1. EIFS SHALL BE DRYVIT, CLASS PB DRAINAGE SYSTEM WITH FLUID
APPLIED WATER RESISTIVE BARRIER BEHIND INSULATION BOARD.
2. SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL
REFERENCE PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED
FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL.
3. G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SIGN
AS REQUIRED BY SIGN VENDOR - FIELD VERIFY REQUIREMENTS W/
VENDOR & OWNER'S REPRESENTATIVE.
NUMBER
600
DESCRIPTION SIZE ILLUMINATEDQUANTITY
LOGO SIGN 7'-8" X 5'-11" (45 S.F.) INTERNALLY 2
601 LANE INDICATOR SIGN 10'-0" X 1'-4" (13.33 S.F.) NO 2
602 OPEN SIGN 2'-7 1/2" X 11 1/2" (2.52 S.F.) INTERNALLY 2
603 MONUMENT SIGN REFER TO SHT. A-10a INTERNALLY 1
604 LOGO SIGN 4'-11" X 6'-5" (31 S.F.) INTERNALLY 1
PER LOCAL AND DEVELOPMENTAL RESTRICTIONS
PROVIDED BY OWNER, INSTALLED BY G.C.
PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR
PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR
EXTERIOR INSULATED DRYVIT (SANDPEBBLE FINE)
FINISH SYSTEM : COLOR: E.I.F.S. 1 = #113 AMARILLO WHITE
ROOF SHINGLES: OWENS CORNING DURATION SERIES "DRIFTWOOD"
PRECAST SILL: CUSTOM CAST STONE - "LIGHT BUFF" (REFER TO SILL PROFILE)
MORTAR: LEHIGH - "LIGHT BEIGE"
MASONRY SEALER: ALL MASONRY SURFACES SHALL BE TREATED W/SEALER
REFER TO SPECIFICATIONS.
STANDING SEAM FIRESTONE UNA-CLAD KYNAR 500 / HYLAR METAL 5000
AWNING: FLUOROCARBON STEEL "CHAMPAGNE METALLIC"
UNDERSIDE & FRAME TO BE PAINTED SW 6152 "SUPERIOR BRONZE"
FACE BRICK (ABOVE WAINSCOT): BELDEN - "MODULAR HAMILTON BLEND A"
BRICK SOLDIER COURSE: BELDEN - "MODULAR HAMILTON BLEND A"
STONE WAINSCOT: MANUFACTURER: CUSTOM CAST STONE
(GRADE TO PRECAST SILL) ROCK FACE; ASHLAR PATTERN, COLOR: "LIGHT BUFF"
GUTTER, DOWNSPOUTS, BERRIDGE - "SIERRA TAN"
FASCIA & EXPOSED TRIM:
STOREFRONT SYSTEM: 2x4 1/2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED
ALUMINUM STOREFRONT SYSTEM W/1" INSULATED GLAZING.
H.M. DOORS & FRAMES: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL
PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300
SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD
BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER.
O.H. DOOR FINISH: CLEAR ANODIZED ALUMINUM
PARKING LOT STRIPING: SHERWIN-WILLIAMS #TM226 SETFAST TM PAINT.
COLOR SHALL BE "WHITE".
HANDICAP STALL STRIPING: SHERWIN-WILLIAMS #TM2133 SETFAST TM PAINT.
COLOR SHALL BE "ADA BLUE".
MISC. ROOF VENTS, PAINT TO MATCH SW7046 "ANONYMOUS"
FANS, ETC.
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2020 CESO, INCc
Da
te
No
.R
evisio
ns/S
ub
missio
ns
ELM
VA
LV
OL
IN
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57
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N, O
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757640-01
04.29.20
OW
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R R
EV
IE
W04.29.20
PE
RM
IT
S
ET
05.14.20
2020 Q
1 P
RO
TO
IS
SU
AN
CE
1.31.20
3601 RIGBY RD, SUITE 300, MIAMISBURG, OH 45342
PHONE: (937) 435-8584 FAX: (937) 435-3307
W:\P
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2020 Q
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TnD
A
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xterior E
levations, 6/22/2020 10:15:29 A
M,
JA
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CESO
AS NOTED
A-3b
EXTERIOR
ELEVATIONS
17'-4"
7'-0
"
4
A-10
6'-6
"5
"
8'-3" 8'-3"
1"
5" STEEL GATE POST
(SEE DTL. 2/A-10)
CONT. STONE WAINSCOT
SILL TO MATCH BUILDING
PRECAST CONC. TOP CAP
5
A-10
STONE WAINSCOT TO
MATCH BLDG. (TYP.)
FACE BRICK TO MATCH
BLDG. (ABOVE WAINSCOT)
NOTE: ALL EXTERIOR TRASH ENCLOSURE
STEEL SHALL BE GALVANIZED
18'-0"
1'-0"
10'-4"
11'-4"
9"
2'-0"1'-0"
8'-0" 4'-0" 2'-0"1'-0"
RECYCLE BINDUMPSTER
1/4"/ FT.
SLO
PE
#6 REBARS AT EACH
END, EACH CORNER
& AT 24" O.C.
6" DIA. PIPE BOLLARD -
SEE DTL. 6/A-10
6" CONC. SLAB W/
6"x6"W2.9XW2.9WWF
ON COMPACTED 6"
CRUSHED STONE
1/2" EXP. JOINT W/
URETHANE SEALANT
CONC. APRON TO MATCH
PAD CONSTRUCTION. SEE
CIVIL DWG'S FOR PAD
DIMENSIONS
5" CONC. FILLED GATE
POST. SEE 1/A-10
GATE TO SWING 180
DEGREES
DRILL HOLES IN CONC/
PAVEMENT FOR CANE
BOLTS. HOLES SHALL BE
PLACED TO HOLD GATES
IN CLOSED POSITION
AND AN OPEN POSITION
OF 90 DEGREES
TYP. AT ALL GATES
5
A-10
8
A-10
4
A-10
1
A-10
9
A-10
EXTERIOR VENEER TO
MATCH BLDG.
EXTERIOR VENEER RETURN
TO MATCH BLDG.
8"
2'-8"
4'-0"
6'-8"
3'-0"
LIN
E O
F FO
OTER
8"
1
A-10
±5"
V.I.F.
6"
5'-6"
6"
2
A-10
3
A-10
TOP OF PAVEMENT
EQ
UA
LEQ
UA
L
3'-0"
TYP.
1'-0"
36"
10"
6" ∅ PIPE BOLLARD - SEE DTL. 6/A-10.
PRECAST CONC. TOP CAP
#6 DOWELS @ EA.
VERT. REINFORCED
CELL
#4'S @ 12" O.C.
CONC. FOOTING W/ 4-#5'S CONT. T&B
12" CMU - GROUT ALL CELLS SOLID
BELOW GRADE
8" CMU WALL W/ HORIZ. JOINT REINF.
AT 16" O.C. VERT. AND #6 BARS AT
ENDS, CORNERS & 2'-0" O.C. BTWN.
GROUT BLOCK SOLID AT REINF. SEE
PLAN FOR LOCATIONS.
CONT. 8" BOND COURSE W/ (1) #5 BAR
- GROUT SOLID
6" CONC. SLAB W/ 6x6 W2.9xW2.9 WWF
ON COMPACTED 6" CRUSHED STONE
1/2" EXPANSION JOINT W/ URETHANE
SEALANT
DOME TOP OF CONC.
FOOTING (1")
HINGE SEE DETAIL 7/A-10
5"∅ SCHEDULE 40 PIPE. SEE DTL.
6/A-10 FOR SIMILAR CONSTRUCTION
GATE SEE DTL 2/A-10
NOTE: UPPER MOST COLLAR MAY BE
DELETED SO THAT GATE IS REMOVABLE
IN FUTURE. VERIFY WITH OWNER.
HINGE SEE DETAIL 7/A-10
5" STEEL GATE POST - SEE DTL 2/A-10
DOME CONC. TOP
LINE OF TOP CAP BEYOND
SEALANT AND BACKER ROD
3/16"x2" STL. FLAT BAR
BRACES WELDED TO
FRAME
2"x2"x3/16" TS
HORIZONTAL
RAIL
2"x2"x3/16" TS FRAME
3"x1/8" STL. STRIP CLOSURE
PLATE. CORRUGATED DECK
NOT SHOWN. SEE 3/A10
3"x1/8" STL. STRIP CLOSURE
PLATE. CORRUGATED DECK
NOT SHOWN. SEE 3/A10
3"x1/8" STL. STRIP CLOSURE
PLATE. CORRUGATED DECK
NOT SHOWN. SEE 3/A10
STONE WAINSCOT TO
MATCH BLDG. (TYP.)
FACE BRICK TO MATCH
BLDG. (ABOVE
WAINSCOT)
CONT. STONE
WAINSCOT SILL TO
MATCH BUILDING
6'-6"
FO
OTIN
G D
EP
TH
(TYP
.)
1'-6" ∅FOOTING
3'-0"
PO
ST D
EP
TH
(TYP
.)
STL. POST & FOUNDATION (TYP.)
8
A-10
DOME TOP OF CONCRETE
FOOTING (1")
3'-6" TYP
. B
OLLA
RD
S
2'-0" @
D
UM
PSTER
B
OLLA
RD
S
6'' DIA. x SCHEDULE 40
GALVANIZED STEEL PIPE,
SOLID IN CONCRETE. PRIME
& PAINT VALVOLINE RED.
DOME TOP OF CONCRETE
@ BOLLARD (1")
UNDISTURBED
OR COMPACTED
SUBGRADE
8'' COARSE STONE,
HAND COMPACTED
18'' DIAMETER, 4000
PSI, AIR ENTRAINED
CONCRETE BASE
PIPE BELOW GRADE
CENTER IN CONCRETE
PAVEMENT AS
NOTED ON CIVIL
6
A-10
BOLLARD DETAIL
SCALE: 1" = 1' - 0"
3'-6'' TYP
. B
OLLA
RD
3'-3" @
D
UM
PSTER
B
OLLA
RD
S
1
A-10
CMU
8
A-10
NOTE:
GATES SHALL BE EQUIPPED WITH DROP (CANE) BOLTS, HEAVY DUTY HINGES AND
LATCHES (WITH PADLOCK) DRILL HOLES 2" DEEP IN CONC. / PAVING TO ALLOW
DROP BOLTS TO HOLD GATES IN CLOSED POSITION AND AT AN OPEN POSITION
OF 90°. POSITION VERTICAL HOLD TO KEEP CANE BOLTS FROM DRAGGING CONC.
STONE
3
A-10
GATE SECTION
SCALE: 3" = 1' - 0"
1 1/2" x 22 GA. GALV.
STL. B DECK
3"x 1/8" STL. PLATE DECK
CLOSURE WELDED TO
FRAME ON THREE SIDES
(SEE ELEV.)
2"x 3/16" STL. PLATE
DIAGONAL STRAP BRACING
(SEE ELEVS.)
2"x 2"x 3/16" TS FRAME (TYP.
OF 3 - SEE ELEV.)
TOP/CENTER/BOTTOM
FRAME
7
A-10
HINGE DETAIL
SCALE: 3" = 1' - 0"
GREASE FITTING
2 x 2 x 3/16" TS FRAME
1 1/2" x 22 GA. GALV. B DECK
HINGE SLEEVE
5"∅ CONC. FILLED SCHED. 40 PIPE
6"x2"x1/4" PLATE WELDED TO
HINGE SLEEVE AND GATE FRAME
2 x 3/16" DIAGONAL BRACE
WELDED TO FRAME
3"
6"
6"x2"x1/4" PLATE WELDED TO
HINGE SLEEVE AND GATE FRAME
HINGE SLEEVE
METAL PIPE COLLAR -
FIELD WELD TO POST
GREASE FITTING
GATE FRAME
5"∅ CONC. FILLED SCHED. 40 PIPE
NOTE: (2) HINGES REQUIRED PER
POST (TYP.) SEE DETAIL 2/A-10
PLAN
VIEW
ELEVATION
VIEW
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2020 CESO, INCc
Da
te
No
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evisio
ns/S
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ns
ELM
VA
LV
OL
IN
E IN
ST
AN
T O
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57
99
N
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PR
IN
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OR
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WE
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N, O
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54
49
757640-01
04.29.20
OW
NE
R R
EV
IE
W04.29.20
PE
RM
IT
S
ET
05.14.20
2020 Q
1 P
RO
TO
IS
SU
AN
CE
1.31.20
3601 RIGBY RD, SUITE 300, MIAMISBURG, OH 45342
PHONE: (937) 435-8584 FAX: (937) 435-3307
W:\P
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ES
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TnD
A
rchC
AD
2020 Q
1\2B
LH
-S
TnD
A
10 D
um
pster E
nclosure, 5/27/2020 11:41:51 A
M, K
IC
K
CESO
AS NOTED
A-10
DUMPSTER
ENCLOSURE
FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL
PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300
SHER-CYRL HPA. COLOR SHALL BE "VALVOLINE RED".
FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL
PRIMER FOLLOWED BY (2) FINISH COATS OF SHERWIN
WILLIAMS 7515 HOMESTEAD BROWN. SEMI-GLOSS DTM
ACRYLIC B66-200.
MATCH BUILDING MORTAR
ALL SURFACES SHALL BE TREATED W/ SEALER.
REFER TO SPECIFICATIONS.
REFER ALSO TO "EXTERIOR FINISHES", SHEET A-3.
PRECAST LIMESTONE CAP. COLOR TO MATCH BUILDING
STONE WAINSCOT
MORTAR:
BOLLARDS / GUARD POSTS:
GATES & GATE POSTS:
DUMPSTER EXTERIOR FINISH NOTES
COPING:
SEALER:
MATCH BUILDING STONESTONE:
MATCH BUILDING BRICKBRICK:
STONE
STONE-BRICK OPTION
1. 11" PVC CHASE UP THRU SLAB w/ LIP OF PIPE EXTENDING 1"
BELOW FINISH FACE OF CEILING. COORDINATE LOCATION
w/ STRUCTURAL, PLUMBING, AND CEILING PLANS.
2. DIRTY UNIFORM CABINET.
3. LINE OF CHASE ABOVE.
4. GEAR OIL CANISTER.
5. ROUTE PROCESS PIPING FROM DRUM TRANSFER STATION @
UPPER LEVEL, DOWN IN CHASE TO LUBE BAR DRUM
TRANSFER IN LUBE PIT. COORDINATE ROUTING IN FIELD.
6. MECHANICAL DUCT ABOVE. SEE MECHANICAL PLANS.
7. PROVIDE UNDERSLAB WATERPROOFING BENEATH ENTIRE
LOWER LEVEL- SEE WATERPROOFING DETAILS THIS SHEET.
8. OIL/WATER SEPARATOR - SEE PLUMBING PLANS.
9. ABOVE SLAB SUMP PUMP - SEE PLUMBING PLANS.
10. BELT RACK.
11. BUMP HAT STORAGE.
12. CHANGING BENCH - REFER TO DETAIL 3/A-1
13. LUBE PIT/SUMP CROCK BASIN.
14. CORK BOARD BY G.C. - REFER TO INTERIOR ELEVATIONS FOR
ADDITIONAL INFORMATION
15. TIRE ROTATION AIR LINE LOCATION. G.C. TO COORDINATE
W/ VENDOR.
16. (NOT USED)
17. WALL ENCLOSURE UNDER STAIRS. INSTALL 5/8" PLYWOOD
OVER 2x4 STUDS. FINISHED FACE OF PLYWOOD TO BE
ALIGNED WITH OUTSIDE FACE OF STAIR STRINGER. INSTALL
W-2 ON SURFACE, ALL SIDES
NOTE:LIGHT BROOM FINISH ON PIT FLOOR WITH (3) COATS OF
MASTERKURE CC HIGH GLOSS. TWO COATS AT TIME OF INITIAL FINISH
AND ONE COAT AFTER CLEANING, JUST PRIOR TO TURNOVER.
NOTE: REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
NOTE: (2) 500 GALLON WASTE OIL TANKS SHOULD BE PLACED AT END OF
ACCESSIBLE END OF BUILDING FOR TRUCKS, BASED ON SITE CONDITIONS
2'-10"
3'-6"
SCALE: 1" = 1'-0"
1'-10"
2'-10"
3'-6"
6
5
8
"±
2
1
2
"
11"
2
1
8
"
1'-0"
EXTENSION
1'-0"
FULL TREAD
4
1
8
"
10
3 4
"
2
1
2
"
14'-0" OPENING
INSIDE OF STEEL FRAMING
2" W SAFETY YELLOW
GRIP STRIPS BY R.C.
MUSSON RUBBER CO. AT
NOSING OF LANDING
3x4x
1
4
" (L.L.V.) x WIDTH
OF STAIR STL. ANGLE TO
EMBEDDED PLATES
EMBEDDED WELD PLATE(S) BY HOLLOW
CORE MANUFACTURER (4"x4"x
3
8
" W/ (2)
1
2
"∅ x 4
1
8
" HEADED STUDS). PROVIDE
PLATE @ EACH END OF STAIR OPENING
MC 12x10.6 STRINGER,
TYP. PAINTED PT-4
10 GA FORMED Z
(WELDED) RISER, TYP.
PAINTED PT-4
3"x2"x3/16" ANGLE
(WELDED) (L.L.H.), TYP.
PAINTED PT-4
WELD 16 GA SHEET TO UNDERSIDE OF
STRINGERS TO FULLY ENCLOSE BOTTOM OF
STAIRCASE. METAL PAN TO BE PAINTED PT-4
GRIP STRUT PLANK GRATING STAIR TREAD. 12" DEEP
x 2 1/2" HIGH x WIDTH SHOWN ON PLAN, 12 GA.
STEEL (TYP OF 15) WITH (4) TREAD CLIPS AND SELF
TAPPING SCREWS AT EACH TREAD FASTENED INTO
WELDED ANGLES ON STRINGERS.
FRP EXTENDED DOWN FROM WALL
(BEYOND) RUN PANELS VERTICAL TO
MINIMIZE SEAMS (TYP.)
1x2x14 GA. T.S. NOSING PAINTED PT-4
FULL PEN TYP. AT WEB AND FLANGES
1" SQUARE 10 GAUGE PICKETS,
PAINTED PT-4 (TYP.)
1 1/2" SQUARE 10 GAUGE TOP AND
BOTTOM RAILS, PAINTED PT-4
1 1/4" SCHEDULE 40 PIPE HANDRAIL,
PAINTED PT-4
4" CONC. TOPPING
PRECAST HOLLOW CORE
SLAB
1
4
" CLOSURE PLATE
WELD AND GRIND
SMOOTH, TYP.
PROVIDE
1
4
" STL. CLOSURE PLATE
EXTENSION FOR SLAB HANGERS
AT EACH END OF CUT HOLLOW
CORE SLAB. PAINT PT-4
HOLLOW CORE CONC.
HANGER. PAINT PT-4
3 1/2"
MAX.
4" M
IN
.-
7" M
AX
SP
AC
IN
G
ALL R
ISER
S
1'-0"
1'-10"
1'-0"
3
1
/
2
"M
A
X
.
11"
3"x3"x1/4" ANGLE "TOE KICK"
MECHANICALLY FASTENED @
24"o.c. (MAX 4" FROM CORNERS)
H.M. GUARDRAILING AROUND
PERIMETER OF STAIR OPENING.
REFER TO DETAIL 6/A-7.
3'-6"
WALL CONST. ANCHORED
TO FLOOR AS REQUIRED.
SEE KEYNOTE 17.
RED FRP CORNER TRIM @ EDGE.
SIMILAR TO DETAIL 1/A-2
3"x10"x1/4" STRINGER BASE
PLATE WITH 1/2"∅ EXPANSION
BOLT, TYP. DO NOT PENETRATE
WATERPROOFING
SCALE: N.T.S.
2"
1'-8"
17" M
IN
. T
O 19" M
AX
.
TO
P O
F B
EN
CH
1
1 2
"
LINE OF WALL (REFER TO PLAN
& SECTIONS FOR WALL TYPES)
2 LAYERS OF
3
4
" PLYWOOD
FINISHED PL-1
3
4
" PLYWOOD KICKER @
24". O.C. FINISHED PL-1
2x6 BLOCKING
SECURED TO WALL
2"
GCP Applied Technologies Membrane Installation
· ALL SURFACES MUST BE FREE FROM DIRT, GREASE, DUST, CONCRETE GROUT, OR OTHER
CONTAMINANTS.
· BITUTHENE LIQUID MAY BE APPLIED AT TEMPERATURES ABOVE 26° F
WATERPROOFING DETAIL
SCALE: N.T.S.
NOTE: THE ABOVE IS WITHIN GRACE MANUFACTURING WARRANTY SPECIFICATIONS. THIS
DETAIL IN NO WAY RELIEVES THE CONTRACTOR FROM FOLLOWING ALL MANUFACTURER
SPECIFICATIONS.
THIS DRAWING DEPICTS MANUFACTURER'S STANDARD WATERPROOFING DETAILS. REFER
TO DRAWINGS HEREIN FOR SPECIFIC FOUNDATION CONSTRUCTION.
PREPRUFE 300R MEMBRANE
31
'-6
" T
YP
. S
TA
ND
AR
D T
OW
ER
BU
ILD
IN
G W
ID
TH
w
/ P
IL
AS
TE
RS
11
'-1
0"
2'-5
"
PIL
AS
TE
R
13
'-1
0"
2'-5
"
PIL
AS
TE
R
1'-0
"
WA
LL
54'-2" w/ PILASTERS
OVERALL BUILDING LENGTH
37'-7
1
2
"10'-8
1
2
"
2'-5"
PILASTER
2'-5"
PILASTER
1'-0"
WALL
1'-0"
WALL
51'-8" LUBE PIT
OVERALL INTERIOR LENGTH
1'-0"
WALL
29'-0" L
UB
E P
IT
OV
ER
AL
L IN
TE
RIO
R W
ID
TH
1'-0
"
WA
LL
1'-0
"
WA
LL
6"
6"
12'-11
1
2
"
F.O. WALL TO STAIR
6"
6"
1'-0
"
1'-0"
12'-11
1
2
"
F.O. WALL TO STAIR
UP
F.E.
17
2'-0 5/8"
±11'-9"
UN
DE
R S
TA
IR
W
ALL E
NC
LO
SU
RE
800
3'-8 3/4"
STAIR WIDTH
13'-9"
15 T
RE
AD
S @
11" E
A.
9'-5
3
8
"
3
A-4
2
A-4
1
A-4
2
A-4
3
A-4
4
A-4
4
A-4
1
A-4
7
TYP.
15
TYP.
201
TYP.
203
TYP.
206
TYP.
200
TYP.
204
TYP.
205
TYP.
201
TYP.
100
AIR FLOW
100
AIR FLOW
100
AIR FLOW
2'-11
3
8
"
CHANGING
ROOM
7'-8
"
A
A-7.1
C
A-7.1
E
A-7.1
B
A-7.1
O
A-6.1
SIMBREAK AREA
F
A-7.1
8'-10
1
2
" 7'-10
1
2
"
5'-1
0
3
8
"
11
'-9
"
4'-1
"
D
A-7.1
LUBE PIT
BULK OIL
703
300
704a
3
6
7
TYP.
8
9
300
D1
500
708
12
903
13
1
ABOVE
102102 104
300
104 104101 101
1'-10
1
2
"
14
2
103
4
800
312
310
5
6
5
310
312
3
3
300
907
5'-0"
CLEAR SPACE
4'-0"
NOTE: 11
11
10
9'-5
7
16
"
907
ITEM QTY DESCRIPTION MANUF. MODEL #
SIZE (OVERALL)
ELECTRICAL PLUMBING
SUPP BY
INST
BY
REMARKS
W D H V PH HP KW AMP CW HW FW W GAS
100 5 20” WORK STATION FAN DAYTON 20” 6” 18” 120 GC GCGC TO PROVIDE BLOCKING IN WALL AS REQUIRED
101 2TBD SR-500 60” 32” 64” OWNER GC
PER UL 142 SPECIFICATIONS GC SHALL RECEIVE, SET AND
VENT TANKS
102 2TBD
SR-500 50/5060” 32” 64” OWNER GC
PER UL 142 SPECIFICATIONS GC SHALL RECEIVE, SET AND
VENT TANKS
103 1
200 GAL. TANK –WASTE
ANTIFREEZE
OWNER GC
104 3TBD 76” 32” 64” OWNER GC
PER UL 142 SPECIFICATIONS GC SHALL RECEIVE, SET AND
VENT TANKS
200 2
CATWALK w/ STEPS AND
HANDRAILS
DEVON E915 180” 52” OWNER DEVON
201 4DRUM SUPPORT BRACKET DEVON INDUSTRIES E903-B OWNER DEVON
202 2DRIP CATCH PAN DEVON INDUSTRIES E903-DP OWNER DEVON NOT SHOWN ON PLAN
203 2OIL FILTER DISPENSING RACK DEVON INDUSTRIES E304 OWNER DEVON
204 2TECHNICIAN TOOL BOARD DEVON INDUSTRIES E430-V OWNER DEVON
205 4
UTILITY SHELF (2-TIER)
DEVON INDUSTRIES E300-2 OWNER DEVON
M-307 MOLDED RUBBER BUMPER BOTH BOTTOM
CORNERS
206 2
UTILITY SHELF (3-TIER)DEVON INDUSTRIES E300-3 OWNER DEVON
M-307 MOLDED RUBBER BUMPER BOTH BOTTOM
CORNERS
207
TECHNICIAN STEP STOOL
COTTERMAN OWNER GC
NOT SHOWN ON PLAN. ONE AT EACH CATWALK AND
ONE AT UPPER LEVEL
1UPPER LEVEL
UPPER LEVEL -
A1N2222A320B8C2P6-D9990010
2LOWER LEVEL
LOWER LEVEL -
A2N2222A320B8C2P6-D9990001
300
SEE
PLAN
INVENTORY SHELVING DEVON INDUSTRIES E-601 OWNER DEVONSEE PLANS TO DETERMINE LINEAR FOOTAGE NEEDED
301 1
CASHIER / COMPUTER STATION w/
DOORS
DEVON INDUSTRIES C7030-DX 30” 30.5” 54” OWNER DEVON BLACK
302 2PEDESTAL POST PODIUM CP-09 OWNER DEVON
G.C. TO PROVIDE ELECT.
REF. ELECTRICAL PLANS
302A 0
PEDESTAL POST PODIUM
FP-13 OWNER DEVON
G.C. TO PROVIDE ELECT.
REF. ELECTRICAL PLANS.
SPACE SAVER
303 1DEVON INDUSTRIES E101 30” 14” 41” OWNER DEVON
REQUIRES 26”x10” FLOOR
OPEN’G. HOSE GUIDES INCLUDED w/ UNIT (BY GC)
304 2ROLLING DRAIN PAN DEVON INDUSTRIES E203 OWNER DEVON NOT SHOWN ON PLAN
305 2“PIT BULL” SAFETY NET PIT BULL
OWNER GC
OPTIONAL TO #305 PIT COVER. VERIFY W/ OWNER REP.
306 1
AUTOMATIC TRANSMISSION FLUID
EXCHANGE EQUIPMENT
RTI 15.5” 29.5” 44” 115 1 2 OWNER OWNER
307 1
ANTIFREEZE DRAIN AND FILL
SYSTEM
RTI 28” 21” 44” OWNER OWNER
308 1FLUID EVACUATOR FLUID EVACUATORS EZ1 10” ∅ 30” OWNER OWNER NOT SHOWN ON PLAN
309 2LOW RISE CAR LIFT NORCO
79324G W/VIOC ACCESSORIESOWNER GC PLUMB DEVON
310 2WINDSHIELD WASHER FLUID VISIBLE SOLUTIONS OWNER OWNER 105 GALLON TANK
311 1OIL DISPENSING BAR OWNER DEVON
312 2ANTIFREEZE TANK OWNER GC
400 1AIR COMPRESSOR SAYLOR-BEALL
SINGLE PHASE VT-735-120-1-B
THREE PHASE VT-735-120-3
OWNER GC
WIRING BY GC, VIBRATION ISOLATION DAMPERS ON
COMPRESSOR SHALL BE INSTALLED BY ZONES
401NOT USED
402 1
ELECTRONIC TIMER DRAIN VALVE
SYSTEM
AIRCEL OWNER OWNER INSTALLED ON BOTTOM OF AIR COMPRESSOR
403 3HOSE GUIDE ASSEMBLY ALEMITE OWNER DEVON
404 2HOSE REELS ALEMITE OWNER DEVON
405 3 AUTOMATIC TIRE INFLATOR 89-XDA-VAV 110 1 OWNER HALTEC
(1) STAND; ALL OTHERS WALL MOUNTED; PEX PIPING
406 1SERVICE BELL RINGER GC GC
500 2LOCKERS 31” 21¼” 84½” OWNER GC SECURE TO WALL PER MANUF'S RECOMMENDATIONS
501 4WAITING ROOM CHAIRS OWNER OWNER
502 1STOOL OWNER OWNER
503 1SECURITY CABINET OWNER GC
504 2RECTANGULAR CONVEX MIRROR GRAINGER 1CYZ1 18” 12” GC GC MOUNT AT 77” A.F.F.
600 LOGO SIGN OWNER SIGNGC SHALL COORDINATE w/ SIGN CONTRACTOR
601 LANE INDICATOR SIGN OWNER SIGNGC SHALL COORDINATE w/ SIGN CONTRACTOR
700 1GRAB BAR - 36” BOBRICK B6806X36 GC GC
701 1GRAB BAR - 42” BOBRICK B6806X42 GC GC
702 1TOILET PAPER HOLDER BOBRICK B-685 GC GC
703 3PAPER TOWEL DISPENSER GRAINGER 4TE15 12¾” 10½” 14¼” GC GC
704 1LIQUID SOAP DISPENSER
GRAINGER 3U515 7” 5¾” 16½” GC GC
704A2
FOAM SOAP DISPENSER GRAINGER 3WU72 6” 4” 10½” GC GC GOJO DISPENSER
705 1MIRROR BOBRICK B-165X1836 GC GC
706 1
GRAB BAR – 18” (VERTICAL)BOBRICK B7806X18 GC GC
707 1BABY CHANGING STATION KOALA KARE KB200-00 CREAM GC GC
708 1REFRIGERATOR AMANA ASI2175GRB GC GC
21 CF SIDE BY SIDE – BLACK w/ ICE MAKER
BEST BUY SKU# 6191419
708 -
**REFRIGERATOR (ALTERNATE)**
FRIGIDAIRE LFSS2312TE GC GC
22.1 CF SIDE BY SIDE – BLACK W/ ICE MAKER
LOWE’S ITEM# 852865
800 5AMEREX B456 GC GC
ALL FIRE EXTINGUISHER TYPES/ MODELS SHALL BE
CONFIRMED WITH LOCAL FIRE MARSHAL PRIOR TO
PROCUREMENT AND INSTALLATION
801 1FLOOR SAFE MB2014K-SG4440 GC GC
901 1
MURAL OWNER GC
902 4SNAP FRAME DISPLAY 28” 44” OWNER GC
903 11 TABLE & 4 CHAIRS OWNER GC BREAKROOM FURNITURE
904 2INFORMATION SIGN 28” 44” OWNER GC
905 3 1’-10” X 2’-6” ACCESS PANEL BEST ACCESS DOORS SKU: BA-AHD-22-30 22” 30” GC GC
906 1
ANTIFREEZE WASTE SINK18” 12” 14” GC GC
SEE DETAIL 1/A-7
FIXTURE AND EQUIPMENT SCHEDULE - 2 BAY
500 GAL TOTAL SINGLE WALL 1
COMPARTMENT TANK
500 GAL TOTAL SINGLE WALL
2 COMPARTMENT TANK
250 GAL EACH COMPARTMENT
600 GAL TOTAL SINGLE WALL
3 COMPARTMENT TANK
200 GAL. EACH COMPARTMENT
FIRE EXTINGUISHER 10LB ABC
W/ WALL MOUNT BRACKET
FIREKING SECURITY
GROUP
HALTEC CORPORATION
DEVON INDUSTRIES
DEVON INDUSTRIES
GRAINGER #2LY89
SR-600
33/33/33
LUBE DISPENSING CONSOLE 11
DISPENSERS
BRW UNLIMITED.
SEVICES, INC.
MILTON #805
100' HOSE
GC TO PROVIDE BLOCKING AS REQUIRED
SAFE TO BE PROVIDED w/ (5) KEYS. VENDOR CONTACT:
SUSAN JENKINS (800) 452.4655 x3158 cell (812) 557.2460
105 GALLON TANK WITH PNEUMATIC PUMP
300A
SEE
PLAN
INVENTORY SHELVING DEVON INDUSTRIESE-601 (1'-0" DEPTH)
OWNER DEVONSEE PLANS TO DETERMINE LINEAR FOOTAGE NEEDED
907 2
FAST TRACK RACK (GLOVE DRYING)48” 2” GC GC PROVIDE MOUNTING HDWR. & 10 COMPACT HOOKS
RUBBERMAIDMODEL# 48" RAIL (BLACK)
SEE
ELEVS
SEE
ELEVS
SCALE:
0
FLOOR PLAN
LOWER LEVEL
1/4" = 1'-0"
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2020 CESO, INCc
Da
te
No
.R
evisio
ns/S
ub
missio
ns
ELM
VA
LV
OL
IN
E IN
ST
AN
T O
IL
C
HA
NG
E
57
99
N
. S
PR
IN
GB
OR
O P
IK
E
WE
ST
C
AR
RO
LL
TO
N, O
H 4
54
49
757640-01
04.29.20
OW
NE
R R
EV
IE
W04.29.20
2020 Q
1 P
RO
TO
IS
SU
AN
CE
1.31.20
PHONE: (479) 271-8058 FAX: (479) 271-0621
1305 NE MCCLAIN RD., SUITE 7
BENTONVILLE, AR 72712
W:\P
RO
JE
CT
S\V
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E\757640-W
ES
T C
AR
RO
LLT
ON
, O
H (S
PR
IN
GB
OR
O P
K.)\02-B
LD
G\P
LA
N\D
WG
\2B
LH
-S
TnD
A
rchC
AD
2020 Q
1\2B
LH
-S
TnD
A
1 Low
er Level F
loor P
lan
, 4/28/2020 6:27:25 A
M,
KA
TR
IN
A.R
AP
P
CESO
AS NOTED
A-1
LOWER FLOOR
PLAN
PIT OPENINGS
REMARKSFINISHITEM
EXPOSED STEEL AT LUBE
WAINSCOTFULL
REMARKS
EXPOSED
CEILING /WALLSBASEFLOORROOM
WIRE BRUSH RUST SPOTS PRIOR TO
PRIMING.
LUBE PIT PR-2/PT-5F-3
MECHANICAL ROOM F-3 PR-2/PT-5
EXPOSED STEEL AT STAIR
PR-1/PT-5--
PR-1/PT-5
STAIR RAIL
PR-3/PT-3F-1 B-2 PR-3/PT-5
"VALVOLINE RED"
SEE SPEC 9901
"VALVOLINE RED"
SEE SPEC 9901
"VALVOLINE RED"
SEE SPEC 9901
CHANGING ROOM PR-2/PT-5F-3 PR-1/PT-5B-1
BREAK/LOCKER AREA PR-2/PT-5F-3 PR-1/PT-5B-1
STORAGE AREA PR-3/PT-3F-1 B-2 SEE 3/A-7 FOR WAINSCOT DETAILW-2 PR-3/PT-5PR-3/PT-5
PER INT. ELEV.
NOTES:
1. ANY MOISTURE PROBLEMS SUCH AS ROOF LEAKS, IMPROPER GRADING, ETC. MUST BE
CORRECTED PRIOR TO PAINT APPLICATION.
2. CLEAN & PREPARE ALL SURFACES ACCORDING TO COATING MFG.
RECOMMENDATIONS.
3. ALL GALVANIZED SURFACES SHALL BE CLEANED WITH SOLVENT AS RECOMMENDED
BY MFG. PRIOR TO PRIMING AND PAINTING W/ MTL. PRIMERS. RUSTED AREAS SHOULD
PREPARED PER SSPC-SP2 OR SP3 HAND OR POWER TOOL CLEANING & PRIMED WITH
PR-2 PRIOR TO APPLICATION OF SPECIFIED FINISH COATS.
4. ALL SURFACES SHALL RECEIVE (2) APPLICATIONS OF TOP COAT, APPLIED ACCORDING
TO MFG. RECOMMENDATIONS.
5. ENTIRE DOOR & FRAME SHALL BE PAINTED ONE COLOR AS NOTED.
6. ALL WELDS SHALL BE GROUND SMOOTH PRIOR TO PRIME COAT.
7. ALL EXPOSED LINTELS SHALL BE PAINTED THE SAME COLOR AS THE DOOR FRAME AT
MAN DOORS AND TO MATCH THE DESERT SAND METAL COLORS AT ALL OTHER
EXPOSURES.
DRUM TRANSFER STATION
SERVICE BAYS PR-3/PT-3F-1 B-2 SEE 3/A-7 FOR WAINSCOT DETAILW-2
PR-3/PT-5
PR-3/PT-5PER INT. ELEV.
BOTTOMHEIGHTHEIGHT STRUCTURE
OFFICE
WAITING AREA
TOP
PR-3/PT-3F-2 B-1 PR-3/PT-1
PR-3/PT-3F-2 B-1
W-1
PR-3/PT-1
PR-3/PT-5
SEE INTERIOR ELEVATIONS FOR WAINSCOTPER INT. ELEV.
PR-3/PT-3F-2 B-1 PR-3/PT-1 W-1PR-3/PT-1
SEE INTERIOR ELEVATIONS FOR WAINSCOTPER INT. ELEV.
UTILITY ROOM F-3 PR-3/PT-3 SEE INTERIOR ELEVATIONS FOR WAINSCOTPR-3/PT-5PER INT. ELEV. W-1 PR-3/PT-5
B-1
WIRE BRUSH RUST SPOTS PRIOR TO
PRIMING.
WIRE BRUSH RUST SPOTS PRIOR TO
PRIMING.
W-1
PR-3/PT-5SEE INTERIOR ELEVATIONS FOR WAINSCOT
PER INT. ELEV.
--
UPPER LEVEL
LOWER LEVEL
UNISEX RESTROOM
Mark Color Finish Manufacturer Product
Primers:
Paints:
Wall Panels:
Plastic Laminate:
Floor Finish:
Base:
Solid Surface:
PR-1
PR-2
PR-3
Tinted to match
Tinted to match
Tinted to match
Sherwin Williams Heavy Duty Block Filler B42W46
Sherwin Williams
Sherwin Williams Prep-Rite 200 Prim er B28W200
PT-1
PT-2
PT-3
PT-4
PT-5
SW7012 (Creamy)
SW7515 (Homestead Brown)
Ceiling White
Valvoline Red
Ultra White
Gloss
Gloss
Gloss
Gloss
Gloss
Sherwin Williams
Sherwin Williams
Sherwin Williams
Sherwin Williams
Sherwin Williams
Water Base Industrial Enamel B66-300 Series
Sher -Cryl HPA B66 -300 Series
Water Base Industrial Enamel B66-300 Series
Water Base Industrial Enamel B66-300 Series
W-1
W-2
P 151 Light Gray
Mauna Loa (1295)
Smooth
Satin
Sandstone
Marlite
Crane Composites
FRP Panel w/ Matching Color Trims – Class C
FRP Panel w/ Matching Color Trims – Class C
PL-1 Dove Grey MatteWilsonart Standard HPL Finish D92-60
F-1
F-2
F-3
B-1
B-2
SS-1
See Finish Note F
51910 Classic Black
Clear High Gloss
Silikal / Sherwin
Williams
Armstrong
MastureKure
Black
See Finish Note C
#9030 ML
SmoothRoppe or Eq.
Silikal
WilsonArt Gibralter (Window Sills )
Seamless, Resinous System
700 Series 4” Rubber Cove Base
MastureKure CC 300 , 3 Coats, Min. See Finish Note E
12”x12”x1/8” VCT (Wax Floor)
Seamless, Resinous System - See Finish Note F
Pro -Cryl Primer B66 -310 Series
Baja Melange
Water Base Industrial Enamel B66-300 Series
Color to match Pantone 485 RED
A. W-1 FINISH SHALL BE MARLITE .090 PANELS. CONTACT (330)
343-6621. USE B-1 BASE w/ THIS WALL FINISH.
B. W-2 FINISH IS AVAILABLE THROUGH CRANE COMPOSITES.
CONTACT: KEVIN BELLINGER @ (704) 904-4730.
C. PROVIDE STANDARD FRP TRIMS & MOLDINGS IN COLORS
TO MATCH FRP FOR FINISHES W-1 & W-2. COMPLY w/
MANUFACTURERS INSTALLATION GUIDELINES USING ONLY
APPROVED ADHESIVES AND SEALANTS.
D. (NOT USED)
E. PROVIDE LIGHT BROOM FINISH @ CONCRETE SURFACES
SCHEDULED TO RECEIVE F-3.
F. F-1 SHALL BE A SEAMLESS, RESINOUS QUARTZ FLOORING
SYSTEM AS MANUFACTURED BY SILIKAL OR DUR-A-FLEX.
QUARTZ FLOORING SYSTEM SHALL CONSIST OF 61 CQ
SELF-LEVELING BLACK SURFACE COAT, FOLLOWED BY
BROADCAST COAT (70% BLACK, 10% BLUE, 10% GREY, 10%
WHITE), FOLLOWED BY TWO TOPCOATS OF R71 SEALER.
INTEGRAL BASE IS INCLUDED AS PART OF THIS FLOORING
SYSTEM. PROVIDE YELLOW CAUTION STRIPING AND BLUE
END-OF-BAY MARKING INTEGRAL w/ FLOOR FINISH - SEE
FLOOR PLAN. PAINT TO BE SHERWIN WILLIAMS, PROPARK
WATERBORNE TRAFFIC PAINT - BLUE. FOR PRICING,
DISTRIBUTION, AND INSTALLATION, CONTACT THE
FOLLOWING:
*JOHN COTHRAN (SILIKAL) (864) 328-4572
*MATTHEW SIMPKINS (DUR-A-FLEX) (317) 690-4696
*GREG SOLTIS (RES-TEK) (404) 805-6494
A. INTERIOR WALLS SURROUNDING RESTROOMS AND OFFICE
SHALL BE PROVIDED w/ SOUND BATT INSULATION TO EXTEND
FULL HEIGHT TO INSULATED CEILINGS, TRUSS, OR JOIST SPACE
TO ACHIEVE VIOC ACCEPTABLE SOUND ENCLOSURE. VAPOR
BARRIER IS NOT REQUIRED IN THESE WALL. EXTERIOR WALLS
PER R-VALUES REQUIRED, REFER TO SHEET A-4.
B. ALL EXTERIOR WALLS & AREAS ABOVE CEILINGS (JOIST &
TRUSS SPACES) SHALL BE PROVIDED WITH BATT INSULATION
TO ACHIEVE A COMPLETELY INSULATED THERMAL ENVELOPE
AS REQUIRED. PROVIDE VAPOR BARRIER PER LOCAL CLIMATE
REQUIREMENTS. BLOWN-IN INSULATION IS UNACCEPTABLE.
C. ALL GYPSUM BOARD IN SERVICE BAYS AND STORAGE AREA
SHALL BE 5/8" HIGH ABUSE FIRE SHIELD BY NATIONAL
GYPSUM.
D. ALL WALLS EXTENDING TO UNDERSIDE OF TRUSSES SHALL BE
BRACED TO STRUCTURE AS REQUIRED. PROVIDE NECESSARY
BLOCKING FOR STABLE, SECURE INSTALLATION.
E. REFER TO SHEET A-1 FOR EQUIPMENT SCHEDULE.
F. DIMENSIONS FOR INTERIOR WALLS ON PLANS ARE TO
ROUGH FRAMING (U.N.O.) EXTERIOR DIMENSIONS ARE TO
FINISHED SURFACES AND OPENINGS.
G. VALVOLINE INSTANT OIL CHANGE DOES NOT PERFORM
WORK ON VEHICLE FUELING SYSTEMS. IN THE CASE A FUEL
SYSTEM IS IN NEED OF REPAIR, VALVOLINE EMPLOYEES ARE
TO INSTRUCT VEHICLE OWNERS TO TAKE THE VEHICLE TO A
LOCAL REPAIR STATION OFF PREMISES.
H. REFER TO SHEET S-3.1 FOR FLOOR PENETRATION LOCATIONS
EXTERIOR WALL: EXTERIOR WAINSCOT (FACE BRICK or STONE) OVER
CAVITY/AIR SPACE WITH FACE BRICK or EIFS ABOVE, OVER
AIR/MOISTURE BARRIER, OVER PLYWOOD SHEATHING (PER
STRUCTURAL), OVER 2x6 WALL STUDS (TYPE & SPACING PER
STRUCTURAL). PROVIDE 5/8" HIGH ABUSE GYPSUM WALL BOARD ON
INTERIOR FACE OVER POLYETHYLENE VAPOR BARRIER. INSULATE STUD
CAVITY WITH BATT INSULATION. REFER TO EXTERIOR ELEVATIONS FOR
FINISHES.
INTERIOR WALL: 2x4 STUDS @ 16"o.c. (U.N.O.) or 2x6, 2X8 WHERE NOTED
ON PLANS, w/ P.T. SILL PLATE AND DOUBLE TOP PLATES w/ 5/8"
GYPSUM BOARD EACH SIDE. EXTEND WALL AND SECURE TO
STRUCTURE. INSULATE STUD CAVITY WITH SOUND BATTS WHERE
NOTED.
NOTE: REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL
LOCATIONS
1. YELLOW SAFETY STRIPE INTEGRAL w/ FLOOR FINISH. REFER TO FINISH NOTE F &
PIT OPENING PLAN DETAIL 4/A-9.
2. FRP FINISH THIS WALL (OR AREA). PROVIDE/INSTALL TRIM AS REQUIRED. REFER
TO FINISH SCHEDULE, INTERIOR ELEVATIONS, DETAILS 1/A-2, 2 & 3/A-7
3. PLASTIC LAMINATE COUNTERTOP AND WALL CABINETS. TOP OF FRP @ 52" A.F.F.
REFER TO INTERIOR ELEVATIONS & DETAIL 5/A-7.
4. LINE OF METAL AWNING/CANOPY ABOVE. REFER TO DETAIL 8/A-6.
5. PIPE BOLLARD (SEE PLANS FOR QUANTITY/LOCATION). REFER TO DETAIL 6/A-10.
6. SINK/LAV. REFER TO INTERIOR ELEVATIONS & PLUMBING.
7. (2) WATER FOUNTAINS (HI/LO) REFER TO INTERIOR ELEVATIONS & PLUMBING.
8. ELECTRICAL PANEL. REFER TO ELECTRICAL.
9. DRUM TRANSFER SHELVING. REFER TO INTERIOR ELEVATIONS & DETAIL 4/A-7.
10. ROUTE LUBE BAR LINES DOWN IN SHAFT TO TANKS IN LUBE PIT.
11. PROVIDE SEALED/COLORED CONCRETE APRONS IN FRONT OF OVERHEAD
DOORS. REFER TO CIVIL FOR EXTENT OF PAVING AND FINISH MATERIAL.
12. EXTEND FLOOR FINISH (F-1) TO OUTER EDGE OF SLAB @ BAY DOORS.
13. PROVIDE PVC SLEEVE ROUTED THROUGH CONCRETE SIDEWALK AND WALL FOR
SERVICE BELL RINGER HOSE. COORDINATE REQUIREMENTS WITH VALVOLINE C.M.
PRIOR TO SIDEWALK/CURB INSTALLATION. SEE DETAIL 9/A-3.2
14. PVC PIPE ROUTED THRU PRECAST PLANK/CONC. FLOOR SLAB TO LOWER LEVEL.
LIP OF PIPE TO EXTEND 1" BELOW CEILING. TOP OF PIPE TO EXTEND 10" ABOVE
SLAB. PROVIDE PVC CAP. REFER TO S-3.1 FOR LOCATION.
15. PROVIDE 1
1
4
"x1
1
4
"x16 GA. STAINLESS STL. CORNER GUARDS OVER FRP PANELS.
GUARDS TO STOP AT TOP OF FRP. REFER TO DETAIL 1/A-2.
16. PAINT EXPOSED MECHANICAL DUCT TO MATCH ADJACENT WALL SURFACE.
REFER TO MECHANICAL.
17. EYEWASH LOCATION. REFER TO PLUMBING.
18. LINE OF SIGNAGE ABOVE. REFER TO EXTERIOR ELEVATIONS & SIGN SCHEDULE.
19. "OPEN" SIGN. REFER TO EXTERIOR ELEVATIONS, SIGN SCHEDULE, & ELECTRICAL.
20. EXTERIOR ACCESS DOOR. REFER TO EXTERIOR ELEVATIONS & DOOR SCHEDULE.
21. ANTIFREEZE FUNNEL BY G.C. MOUNTED ON WALL ABOVE PVC CHASE @ 30" A.F.F.
REFER TO DETAIL 1/A-7.
22. ROYAL BLUE STRIPE INTEGRAL w/ FLOOR FINISH. REFER TO FINISH NOTE F & PIT
OPENING PLAN DETAIL 4/A-9.
23. SLOPE CONC. TOPPING APPROX. 30" AROUND FLOOR DRAIN (TYP.)
24. LINE OF MECHANICAL EQUIPMENT. REFER TO MECHANICAL.
25. AIR PRESSURE SHUT OFF VALVE LOCATION FOR AIR COMPRESSOR.
26. AUTO AIR DRYER. (COORD. LOCATION IN MECH. ROOM w/ VIOC C.M.)
27. SMOKE DETECTOR (COORD. LOCATION IN MECH. ROOM w/ VIOC C.M.)
28. A/C MACHINE (BY OWNER).
29. NEW BATTERY DISPLAY (BY OWNER).
30. USED BATTERY DISPLAY (BY OWNER).
31. TOOL BOX (BY OWNER).
32. 3'-0" X 4'-0" CORK BOARD (BY G.C.)
33. BLUE GUIDE SQUARE ON FLOOR - INTEGRAL W/ FLOOR FINISH. REFER TO FINISH
NOTE F & PIT OPENING PLAN DETAIL 4/A-9.
34. WATER HEATER ON SHELF ABOVE. REFER TO DETAIL 7/A-7.
35. STOP POINT FOR FRP WALL FINISH.
36. NO FRP WALL FINISH THIS LOCATION.
37. AIRLINE PEDESTAL (BY OWNER).
38. ANTI-FREEZE WASTE SINK. REFER TO DETAIL 1/A-7.
39. ALUMINUM DOWNSPOUT. REFER TO EXTERIOR ELEVATIONS & ROOF PLAN
40. 3'-0" x 4'-0" x 3/4" PLYWOOD TELEPHONE BOARD PAINT PT-1 (BY G.C.)
41. 2" DIA. HOLE TO BE CORE DRILLED THRU PRECAST PLANK FLOOR (BY VENDOR).
G.C. TO COORD. LOCATIONS w/ VIOC C.M.
42. STEEL GUARD SECURELY MOUNTED TO FLOOR (EACH SIDE OF DOOR).
COVER/PROTECT ELECTRONIC EYE EQUIPMENT w/o BLOCKING SIGHT LINE.
DOWN
3'-9
3
4
"
6'-0
"
OPN'G WIDTH
13'-0"
14
'-0
" O
VE
RA
LL
OP
EN
IN
G L
EN
GT
H
STUD TO OPN'G
9'-0"
4'-0" OR PER
CIVIL DRAWINGS
53'-8" (TYP.)
BUILDING LENGTH
3'-3
3
4
"
31
'-0
" T
YP
IC
AL
S
ER
VIC
E B
AY
OV
ER
AL
L B
UIL
DIN
G W
ID
TH
5'-0
" O
R P
ER
CIV
IL
D
RA
WIN
GS
(B
LA
CK
C
ON
C.)
5'-0
" O
R P
ER
CIV
IL
D
RA
WIN
GS
(B
LA
CK
C
ON
C.)
9'-0"
54'-2" (TYP.) LENGTH
@ STANDARD TOWERS
w/ PILASTERS
31
'-6
" T
YP
. S
TA
ND
AR
D T
OW
ER
BU
IL
DIN
G W
ID
TH
w
/ P
IL
AS
TE
RS
4'-0" OR PER
CIVIL DRAWINGS
5'-1
0
1
2
"
RO
UG
H O
PN
'G
7'-1
1
1
2
"
2'-5
"
PILA
ST
ER
4'-1
1
2
"6
'-4
1
2
"
RO
UG
H O
PN
'G
1'-2
1
2
"
1'-7
"
R.O
.
2'-4
"
15'-3
1
2
"
2'-5"
10'-8
1
2
"
ROUGH OPN'G2'-5"
2'-5
"
2
A-4
10'-0"
ROUGH OPN'G3'-4"
10'-0"
ROUGH OPN'G
6'-3
1
2
"
2
A-4
10'-0"
ROUGH OPN'G
3'-4"10'-0"
ROUGH OPN'G
6"
TY
P.
2'-5
1
4
"
3'-1
1"
1'-9
1
4
"
11
"
TY
P.
2'-11
3
4
"
4
1
2
"
1
'-7
"
R.O
.
11" TYP.
5
TYP.
11
18
20
20
4
4
11
39
39
39
12
18
18
18
18
12
1111
12 12
13
2'-8"
1
A-4
3
A-4
4
A3b
3
A3b
2
A3a
1
A3a
4
A-4
4
A-4
3
A-4
1
A-4.1
2
A-4.1
1
A-4
42
TYP.
42
TYP.
VEHICLE
ENTRANCE
VEHICLE
ENTRANCE
VEHICLE
EXIT
VEHICLE
EXIT
7'-6
5
8
"5'-4
3
4
"
3'-4
1
2
"
R.O.
42
TYP.
42
TYP.
13
'-4
7
8
"
BAY 1 BAY 2
OFFICE
UTILITY ROOM
DRUM
TRANSFER
STATION
J
A-7.1
L
A-7.1
K
A-7.1
G
A-7.1
I
A-7.1
H
A-7.1
7
A-7
5'-1
1
4
"
17
'-8
"
2'-8"
3
A-7
J
K
L
I
A-7
N
O
P
M
1
2
6
8
15
15
15
15
16
17
23
21
FD
800
902
TYP.
504 504
800
800
706
707
502
503
801
703
704A
306
405
300A
307
28
31
32
14
34
100
ABOVE
10
35
30
36
2
35
15
406
100
ABOVE
301
405
ALIGN (TYP.)
902
405
901
29
29
37
906
40
311
O
A6.1
S
I
M
O
A6.1
S
I
M
L
A6.1
G
A6.1
C
1
5'-9
3
4
"
EQ. EQ.
38
8'-1
3
8
"
D
D3
D5
D7
D12
A
D12
C
D12
B
D12
D
D6
D11
D10
6'-0
7
8
"
STORAGE
AREA
4'-0"
5'-3
1
4
"
OPP.
HAND
OPP.
HAND
7
1
4
"
OPP.
HAND
WAITING AREA
A-7
B
C
D
A
2
7
B
A
7'-7
3
4
"
19
D2
D4
B
A6.1
501
TYP.
19
UNISEX R.R.
MECH. ROOM
2'-4
3
4
"
FD
703
704
A-7
F
G
H
E
2
16
23
23
FD
700
702
701
400
402
24
404
2627
25
15
15
E
A6.1
T
Y
P
.
3'-7
"
O
A6.1
S
I
M
705
D8
D9
10
"
5
1
2
"
5
1
2
"
9
2"
1'-0"1'-0"
2
Q
A6.1
ALIGN
(TYP.)
302
403
403
302
309
TYP.
2
305
TYP.
2
22
23
FD
303
33
23
FD
33
22
12'-5"
8'-3
"
4'-0
1
2
"
(TYP.)
7"
5'-0
"
(T
YP
.)
10'-2"
7'-0
1
4
"
3'-8"
3'-2"
OPN'G
3'-2"
OPN'G
EQUAL
(TYP.)
EQUAL
(TYP.)
41
41
SCALE:
0
FLOOR PLAN
UPPER LEVEL
1/4" = 1'-0"
SCALE: 1 1/2"=1'-0"
CORNER GUARD
(SEE SPECS. or AS
NOTED ON PLANS)
FRP WALL PANEL
(TYP.) SEE INTERIOR
ELEVATIONS
GYP. BOARD
(TYP.)
2x WD. FRAMING
NOTE: WHERE FRP
WALL PANEL OCCURS,
RUN PANEL UNDER
CORNER GUARD. SEE
INTERIOR ELEVATIONS
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
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2020 Q
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PHONE: (479) 271-8058 FAX: (479) 271-0621
1305 NE MCCLAIN RD., SUITE 7
BENTONVILLE, AR 72712
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PLAN
PROPERTY DATA:
PARCEL OWNER: CLARK'S ALEX-BELL REALITY, LLC
PARCEL ID: K48 00509 0017
ADDRESS: 5799 SPRINGBORO PIKE
WEST CARROLLTON, OH 45449
PROPERTY AREA: 36,545.57 SQ. FT. (0.839 AC.)
ZONING: B-2
EXISTING USE: EXISTING LOANMAX
PROPOSED USE: MOTOR VEHICLE SERVICE AND MAINTENANCE
PROPOSED BUILDING FOOTPRINT: 1,680 SQ. FT.
# OF EMPLOYEES: 4
REQUIRED PROPOSED
BUILDING SETBACKS
FRONT: 30' 30'
SIDE: 10' 53'
REAR: 20' 66'
PARKING SETBACKS/REQUIREMENTS
FRONT: N/A 94'
SIDE: N/A 29'
REAR: N/A 48'
STALL DIMENSIONS: 9' X 19' 9' X 19'
MAXIMUM BUILDING HEIGHT: 45' 28' - 11"
MAXIMUM LOT COVERAGE: 50% 45.8%
FLOODPLAIN INFORMATION:
PROPERTY IS LOCATED IN ZONE X, AREA OF MINIMAL FLOOD HAZARD.
FEMA MAP NUMBER: 39113C0261E, EFFECTIVE 01/06/2005
PARKING CALCULATION:
TOTAL PARKING SPACES: 8* 8
ADA PARKING SPACES: 1 1
* PARKING CALCULATION: 1 SPACE / EMPLOYEE + 2 SPACES / SERVICE BAY
(1 SPACE X 4 EMPLOYEES) + (2 SPACES X 2 SERVICE BAYS) = 8 TOTAL SPACES
GOVERNING AGENCIES AND UTILITY COMPANIES:
VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTEDBELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OFTHE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THEFOLLOWING FORMAT:
CITY OF WEST CARROLLTON, MONTGOMERY COUNTY, OHIO
PRIVATE SITE IMPROVEMENT PLANS
FOR
VALVOLINE INSTANT OIL CHANGE
WEST CARROLLTON, OH 45449
APRIL 2020
SURVEY PROVIDED BY:
U.S. SURVEYOR
4929 RIVERWIND POINTE DRIVE
EVANSVILLE, IN 47715
CONTACT: MICHAEL F. FELDBUSCH
PHONE: (800) 867-8783
CESO PROVIDES NO GUARANTEE TO THE ACCURACY OF THE
SURVEY PROVIDED BY U.S. SURVEYOR. CONTRACTOR TO
VERIFY EXISTING CONDITIONS PRIOR TO BID AND
CONSTRUCTION.
SEWER:
MONTGOMERY COUNTY
ENVIRONMENTAL SERVICES
1850 SPAULDING ROAD
KETTERING, OH 45432
PHONE: (937) 781-2629
LOCATION MAPNO SCALE
VICINITY MAPNTS
SITE
TEMPORARY BENCHMARKELEVATION* DESCRIPTION
BM #1 730.66 PAVEMENT MARKING WEST SIDE OF LOT
BM #2 729.02 STORM INLET EAST SIDE OF LOT
* VERTICAL DATUM: NAVD88** CONTRACTOR SHALL OBTAIN ADDITIONAL BENCHMARKS PRIOR TO THE REMOVAL OF THE EXISTING TEMPORARY BENCHMARKS.
WATER:
MONTGOMERY COUNTY
ENVIRONMENTAL SERVICES
1850 SPAULDING ROAD
KETTERING, OH 45432
PHONE: (937) 781-2629
STORMWATER:
CITY OF WEST CARROLLTON
300 E. CENTRAL AVE.
WEST CARROLLTON, OH 45449
PHONE: (937) 847-4462
ZONING:
PLANNING & COMMUNITY
DEVELOPMENT
300 EAST CENTRAL AVE.
WEST CARROLLTON, OH 45449
PHONE: (937) 859-5783
COMMUNICATIONS:
AT&T
CUSTOMER SERVICE: (989) 759-8904
ELECTRIC:
DAYTON POWER & ELECTRIC
1900 DRYDEN ROAD, MORAINE, OH 45439
CUSTOMER SERVICE: (800) 424-5578
GAS SERVICE:
VECTREN
4283 N JAMES H MCGEE BLVD, DAYTON, OH 45417
CUSTOMER SERVICE: (800) 990-1930
FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: OHIO ONECALL AT 811 OR (800) 362-2764 AND ALL OTHERAGENCIES WHICH MIGHT HAVE UNDERGROUNDUTILITIES INVOLVING THIS PROJECT AND ARENONMEMBERS OF OHIO ONE CALL.
OWNER/DEVELOPER:VALVOLINE INSTANT OIL CHANGE100 VALVOLINE WAYLEXINGTON, KY 40509CONTACT: JASON HUNTPHONE: (859) 357-7188EMAIL: [email protected]
ARCHITECT:CESO, INC.3601 RIGBY RD. SUITE 300MIAMISBURG, OH 45342CONTACT: HEATH MINYARDPHONE (479) 321-3225EMAIL: [email protected]
ENGINEER:CESO, INC.3601 RIGBY RD. SUITE 300MIAMISBURG, OH 45342CONTACT: KELLY SCHWIETERMANPHONE: (937) 401-3413EMAIL: [email protected]
CONSTRUCTION MANAGER:VALVOLINE INSTANT OIL CHANGE100 VALVOLINE WAYLEXINGTON, KY 40509CONTACT: DAN BOYLEPHONE: (702) 255-9294EMAIL: [email protected]
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
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TITLE
BABAS NOTED
COLUMBUS
OHIO
DAYTON
CINCINNATI
CANTON
CLEVELANDAKRON
TOLEDO
0hi0 UtilitiesPr0tecti0n Service
bef0re y0u dig
SHEET LIST TABLECIVIL DESCRIPTION
C1.0 TITLE
C2.0 EXISTING CONDITIONS & DEMOLITION PLAN
C3.0 EROSION & SEDIMENT CONTROL PLAN
C3.1 EROSION & SEDIMENT CONTROL DETAILS
C4.0 SITE PLAN
C5.0 GRADING PLAN
C5.1 EXISTING DRAINAGE PLAN
C5.2 PROPOSED DRAINAGE PLAN
C6.0 UTILITY PLAN
C6.1 UTILITY PLAN DETAILS
C7.0 CONSTRUCTION DETAILS
C8.0 PHOTOMETRIC PLAN
L1.0 LANDSCAPE PLAN
L2.0 IRRIGATION PLAN
CITY OF WEST CARROLLTON CIVIL ENGINEERING NOTES:1. A RETAINING WALL WILL BE REQUIRED IF AT THE COMPLETIONS OF GRADING THERE EXISTS
MORE THAN ONE FOOT OF DIFFERENCE IN ELEVATION BETWEEN THIS SITE AND ADJACENTPROPERTIES
2. THE EXISTING RETENTION AND DRAINAGE FACILITIES ON THIS SITE WILL NOT BE REMOVEDFROM SERVICE UNTIL THE PERMANENT RETENTION AND DRAINAGE FACILITIES AREFUNCTIONAL.
3. CONSTRUCTION SHALL BE LIMITED TO HOURS SET BY THE CITY OF WEST CARROLLTON(TYPICALLY 7AM TO 7PM). CONTRACTOR SHALL COORDINATE WITH CITY TO FINALIZE LIMITS ONCONSTRUCTION HOURS.
GILES ENGINEERINGASSOCIATES, INC. MARCH 6, 2020
GILES ENGINEERINGASSOCIATES, INC. MARCH 6, 2020
R/W
R/W
R/WR/W
R/W
G
GG
OHE
OHE
OHEOHE
R/W
R/W
33.0040.50
731
731
730
730
730730
730
729
729
728
728
OHT
OHT
W W W W W
W
W
8''W8''W
8''W8''W
8''W8''W
8''W
8''W8''W
8''W8''W
8''W8''W
STM
STM
STM
SAN
SANSAN
SANSAN
SANSAN
SAN
SANSAN
SANSAN
SANSAN
SAN
WW
UGE
UGE
UGE
UGE
UGE
STM
730
DEMOLITION PLAN GENERAL NOTES:1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCALITY, AND ALL UTILITY PROVIDERS LOCATED ON-SITE AND IN THE RIGHT OF
WAY.
2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND THEN TO CONTACT ALL UTILITY COMPANIES TOSCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THESPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITHTHIS WORK.
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITHSTATE DEPARTMENT OF TRANSPORTATION REGULATIONS, AND LOCAL PROJECT SPECIFICATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY THE GOVERNINGAUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THEIMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TOSUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.
6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION ANDCONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED.
7. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESECONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BERESPONSIBLE FOR ITS REMOVAL AND REPAIR.
8. SAW-CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS.
9. CONTRACTOR SHALL MAINTAIN A WELL-DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZEDPEOPLE OFF SITE FOR THE DURATION OF THE PROJECT.
11. EXTENT OF DEMOLITION WORK IS NOT LIMITED TO ONLY WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. DEMOLITION WORK MUSTBE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE CONSTRUCTED.
12. ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO DEMOLITION, AND PER DIRECTION OFTHE ENVIRONMENTAL ENGINEER.
13. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING FROM THE REMOVALOPERATION.
14. ALL MATERIALS AND STRUCTURES DESIGNATED AS “TO BE REMOVED” SHALL BE DISPOSED OF OFF SITE AND AT THE COST OF THECONTRACTOR.
15. DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT-OF-WAY (UNLESS PLANS OR UTILITY OWNERSPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT.
16. ALL TRENCHES, HOLES AND PITS RESULTING FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BEBACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
17. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH ANY EXCAVATION ORDEMOLITION.
CODED NOTES:1. REMOVE AND LEGALLY DISPOSE OF EXISTING BUILDING AND ALL FEATURES WITHIN 5' OF EXTERIOR WALL, INCLUDING, BUT NOT LIMITED TO FLOOR SURFACES,
FOUNDATIONS, CONTENTS, EQUIPMENT, SUBSURFACE PIPING, AND ASSOCIATED MATERIALS.
2. REMOVE AND SALVAGE EXISTING SIGN
3. REMOVE EXISTING CONCRETE ISLAND
4. PROTECT EXISTING PAVEMENT/WALK TO REMAIN.
5. PROTECT EXISTING UTILITY/STORM STRUCTURE TO REMAIN.
6. PROTECT EXISTING UTILITY/STORM LINE TO REMAIN.
7. REMOVE EXISTING SIGN AND BASE. RETURN REQUESTED SIGNAGE TO PROPERTY OWNER IF DESIRED; OTHERWISE DISPOSE OF PROPERLY.
8. PROTECT EXISTING FEATURE
9. REMOVE EXISTING IRRIGATION METER
LEGEND
PROPOSED
REMOVE AND DISPOSE OF EXISTING CONCRETE,AND BASE MATERIALS
REMOVE AND DISPOSE OF EXISTING CURBAND EXISTING FENCE
0
GRAPHIC SCALE (IN FEET)
20 20 40
REMOVE AND DISPOSE OF EXISTING TREE/SHRUB
EXISTING FEATURES LEGENDAPPLIES TO ALL CIVIL SHEETS
RIGHT OF WAY LINE
EASEMENT LINE
EDGE OF PAVEMENT
PARCEL LINE
CURB
PAVEMENT MARKINGS
R/W
GAS LINEG
SANITARY SEWERSAN
WATER LINEW
OVHD ELECTRIC LINEOHE
UGND TELECOMM LINEUGT
MINOR CONTOUR
100
102
MAJOR CONTOUR
EDGE OF WALK
SUBJECT PROPERTY BOUNDARY LINE
STORM SEWERSTM
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
SIT
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C2.0
EXISTING CONDITIONS &DEMOLITION PLAN
BABAS NOTED
FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: OHIO ONECALL AT 811 OR (800) 362-2764 AND ALL OTHERAGENCIES WHICH MIGHT HAVE UNDERGROUNDUTILITIES INVOLVING THIS PROJECT AND ARENONMEMBERS OF OHIO ONE CALL.
0hi0 UtilitiesPr0tecti0n Service
bef0re y0u dig
1
3
5
5
7
LIMITS OF DISTURBANCE
REMOVE AND DISPOSE OF EXISTING PAVEMENT,SIDEWALK AND BUMPER BLOCK
X X X X X X X UTILITY LINE TO BE REMOVED / ABANDONEDPER CITY REQUIREMENTS
X
6 4
4
4
SAW-CUT PAVEMENT/CURB FULL DEPTH
REMOVE STRUCTURE/FIXTURE
5
2
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XXXXXXXXXXXXXXX
X
XX
X
XXXXXXXXXXXXXXXXXX
XX
XXXXXXXXXXXXXXXX
XX
XX
XX
XX
XX
X
X X
X X X X X X X X
6
8
8
EXISTING 5' SIDEWALK
EXISTING 5' SIDEWALK
9
R/W
R/W
R/WR/W
R/W
GG
GOH
E
OHE
OHEOHE
R/W
R/W
731
731
730
730
730730
730
729
729
728
728
OHT
OHT
W W W W W
WW
8''W8''W
8''W8''W
8''W8''W
8''W
8''W8''W
8''W8''W
8''W8''W
8''W
STM
STM
STM
SANSAN
SANSAN
SANSAN
SAN
SANSAN
SANSAN
SANSAN
SAN
730
M
DS
DS
DS
DS
DS
DO NOT ENTER
VIOC5799 N SPRINGBORO
PIKEA = 1,680 SFH = 28'-11"
FFE = 730.40'
STM
STM
STM
COCOCO
CO CO
STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PROJECT NARRATIVE:
PLAN ENGINEERS: OWNER/DEVELOPER:CESO, INC. VALVOLINE INSTANT OIL CHANGE3601 RIGBY RD. SUITE 300 100 VALVOLINE WAY MIAMISBURG, OH 45342 LEXINGTON, KY 40509P. (937) 401-3413 P. (859) 357-7188CONTACT: KELLY SCHWIETERMAN CONTACT: JASON HUNT
THE PROPOSED PROJECT IS THE CONSTRUCTION OF AN INSTANT OIL CHANGE FACILITY. THE TOTAL DISTURBED AREA IS APPROXIMATELY 0.52 ACRES.
THE ENTIRE SITE DRAINS TO EXISTING STORM INLETS ON THE SOUTH SIDE AND NORHTEAST PART OF LOT.
ON-SITE SOILS: FkA - FOX SANDY LOAM 7.6%FmA - FOX SILT LOAM 12.2%FuB - FOX-URBAN LAND COMPLEX 63.3%OcA - OCKLEY SILT LOAM 16.9%
HYDROLOGIC SOIL GROUP = B
EXISTING SITE CONDITIONS: EXISTING BUILDING WITH PAVEMENT, CONCRETE, AND LANDSCAPE
SEQUENCE OF CONSTRUCTION:1. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN.
2. BEGIN DEMOLITION OF SELECT SITE ITEMS.
3. BEGIN GRADING THE SITE. MAKING SURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND WORKING PROPERLY THROUGHOUT GRADING OPERATIONS.
4. APPLY TEMPORARY SEEDING WITHIN (7) DAYS OF EXCAVATION.
5. BEGIN CONSTRUCTION OF ALL STORM SEWER AND UNDERGROUND UTILITIES. INSTALL INLET PROTECTION CONCURRENT WITH CONSTRUCTION OF PROPOSED STORMSTRUCTURES.
6. FINE GRADING, SUBGRADE PREPARATION AND SITE PAVING.
7. CONSTRUCT BUILDING.
8. BEGIN CONSTRUCTION OF PARKING LOT, DRIVES, SIDEWALKS, AND CONCRETE FLATWORK.
9. PERMANENTLY SEED REMAINDER OF PERVIOUS AREAS. PERMANENT SEEDING SHALL BE INSTALLED WITHIN (7) DAYS OF COMPLETION OF FINAL GRADING IN UNPAVEDAREAS.
10. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER SITE ACHIEVES "FINAL STABILIZATION".
11. REFER TO LANDSCAPE PLAN FOR SEEDING.
* CONTRACTOR SHALL MODIFY THE SEQUENCE OF CONSTRUCTION BASED ON SITE CONDITIONS. CONTRACTOR TO NOTIFY PROJECT MANAGER PRIOR TO CHANGINGSEQUENCE OF CONSTRUCTION.
STORM SEWER
LIMITS OF DISTURBANCE
CONCRETE WASHOUT
STM
CW
0
GRAPHIC SCALE (IN FEET)
20 20 40INLET PROTECTION
LEGENDEXISTING
PROPOSED
REFER TO EX. CONDITIONS AND DEMOLITIONPLAN SHEET FOR EXISTING LEGEND ITEMS
SILT FENCESF SF SF SF
STRAW WATTLE
PS PERMANENT SEEDING
CATCH BASIN
STABILIZED CONSTRUCTION ENTRANCE
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
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MIT
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C3.0
EROSION & SEDIMENTCONTROL PLAN
BABAS NOTED
FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: OHIO ONECALL AT 811 OR (800) 362-2764 AND ALL OTHERAGENCIES WHICH MIGHT HAVE UNDERGROUNDUTILITIES INVOLVING THIS PROJECT AND ARENONMEMBERS OF OHIO ONE CALL.
0hi0 UtilitiesPr0tecti0n Service
bef0re y0u dig
SFSF
SFSF
SFSF
SFSF SF SF SF SF SF SF SF
SF
SF
SF
SF
SFSFSF
IP
CW
IP
IP
IP
PS
PS
PS
PS
PS
IP
IP
IP
STORM MANHOLE
Date
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
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MIT
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C3.1
EROSION & SEDIMENTCONTROL DETAILS
BABAS NOTED
SECTION A-A
SECTION B-B
45° TO 60°
FLOW12"MINIMUM
A A
B
41
B
FLOW
PLAN VIEW FOR DITCH APPLICATION
12"MIN.
9" MIN.1
1
2
2
STRAW WATTLE DETAILNTS
CONCRETEWASHOUT
NOTES:
1. ACTUAL LAYOUT DETERMINED IN THE FIELD.
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLEDWITHIN 10 m OF THE TEMPORARY CONCRETE WASHOUTFACILITY.
10 mil PLASTIC LINING
A A
CONCRETE WASHOUT DETAILNTS
STAPLE DETAIL
CONCRETE WASHOUTSIGN DETAIL
SECTION "A-A"
PLAN VIEW
NOTE:
1. ACTUAL LAYOUT DETERMINED IN THE FIELD.
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLEDWITHIN 10m OF THE TEMPORARY CONCRETE WASHOUTFACILITY.
10 milPLASTIC LINING
A A
SECTION "A-A"
"BELOW GRADE"
A A
SECTION "A-A"
"ABOVE GRADE" w/WOOD PLANKS
10 milPLASTIC LINING
SANDBAG10 mil PLASTIC LINING
3mBERM
WOOD FRAME SECURELYFASTENED AROUND ENTIREPERIMETER WITH TWO WOODSTAKES
10 milPLASTIC LINING
10 mil PLASTIC LINING
STAPLES(2 PER BALE)
WOOD OR METALSTAKES (2 PER BALE)
NATIVE MATERIAL(OPTIONAL)
BINDING WIRE
STRAW BALE (TYP.)
3m
VARIES
LATH ANDFLAGGING ON 3
SIDES
SANDBAG (TYP.) BERM
3m
VARIES
STAKE (TYP.) TWO STACKED 2x12ROUGH WOODFRAME
VARIES
3m
STAKE (TYP.) STRAW BALE (TYP.)
915mm
915mm
PLYWOOD PAINTEDWHITE (1200mm x610mm)
BLACK LETTERS(150mm HEIGHT)
LAG SCREWS(12.5mm)
WOOD POST(89mm x 89mm x2.4m)
200mm
50mm
STEEL WIRE3.05mm DIA.
CW
70' MIN.
RIGHT OF WAYDIVERSION, AS NEEDED
EXISTING PAVEDSURFACE
CULVERT ASNEEDED
18" OR SUFFICIENTTO DIVERT RUNOFF
STABILIZED CONSTRUCTION ENTRANCENTS
1. AGGREGATE SIZE - ODOT COARSE AGGREGATE GRADATIONS:
CA-1, CA-2, CA-3, OR CA-4.
2. LENGTH - THE CONSTRUCTION ENTRANCE SHALL BE AS LONG
AS REQUIRED TO STABILIZE HIGH TRAFFIC AREAS BUT NOT
LESS THAN 70 FT. (EXCEPTION: APPLY 30 FT. MINIMUM TO
SINGLE RESIDENCE LOTS.
3. THICKNESS - THE STONE LAYER SHALL BE AT LEAST 6 INCHES.
4. WIDTH - THE ENTRANCE SHALL BE AT LEAST 14 FEET WIDE,
BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE
INGRESS OR EGRESS OCCURS.
5. FILTER FABRIC - FILTER FABRIC SHALL BE USED UNDER THE
AGGREGATE TO MINIMIZE THE MIGRATION OF STONE INTO
THE UNDERLYING SOIL BY HEAVY VEHICLE LOADS. THE
FILTER FABRIC SHALL MEET THE REQUIREMENTS OF
MATERIALS SPECIFICATION 592 GEOTEXTILE TABLE 1 OR 2,
CLASS I, II, OR IV.
6. TIMING - THE CONSTRUCTION ENTRANCE SHALL BE
INSTALLED AS SOON AS IS PRACTICAL BEFORE MAJOR
GRADING ACTIVITIES.
7. SURFACE WATER - ALL SURFACE WATER FLOWING OR
DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE
PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A
MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
8. WASHING - IF CONDITIONS ON THE SITE ARE SUCH THAT THE
VEHICLES TRAVELING OVER THE GRAVEL DO NOT REMOVE
THE MAJORITY OF THE MUD, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING A PUBLIC
ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE
ENTRANCE TO A SEDIMENT TRAPPING FACILITY SUCH AS
PRACTICE STANDARDS "IMPOUNDMENT STRUCTURE-ROUTED
842 OR TEMPORARY SEDIMENT TRAP 960". ALL SEDIMENT
SHALL BE PREVENTED FROM ENTERING STORM DRAINS,
DITCHES, WATER COURSES, OR SURFACE WATERS INCLUDING
WETLANDS. A WASH RACK MAY BE USED TO MAKE WASHING
MORE CONVENIENT AND EFFECTIVE.
9. LOCATION - THE WASHING STATION SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES.
10. TIMING - THE GRAVELED ACCESS SHALL BE INSTALLED AS
SOON AS PRACTICAL AFTER THE START OF SITE
DISTURBANCE.
11. REMOVAL - THE ENTRANCE SHALL REMAIN IN PLACE AND BE
MAINTAINED UNTIL THE DISTURBED AREA IS STABILIZED BY
PERMANENT BEST MANAGEMENT PRACTICES.
12. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OF SEDIMENT
ONTO PUBLIC RIGHT-OF-WAYS OR STREETS. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
AGGREGATE. ALL SEDIMENT SPILLED, DROPPED, OR WASHED
ONTO OPUBLIC RIGHT-OF-WAYS MUST BE REMOVED
IMMEDIATELY. PERIODIC INSPECTION AND NEEDED
MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
CURB OPENINGWITHOUT GRATE
CURB FILTER
OVERFLOWGAP
AGGREGATEPOUCH
IP INLET PROTECTION DETAILNTS
GEOTEXTILE BAG
OVERFLOW HOLES
(OPTIONAL)
LOOPS SIZED FOR 1" REBAR.
USE REBAR FOR A HANDLE TO
EMPTY FILTER SACK AT A
SEDIMENT COLLECTION
LOCATION.
LOOPS SIZED FOR 1" REBAR.
LIFT FILTER BAG FROM INLET
USING REBAR FOR HANDLES.
2"X2"X3/4"
RUBBER
BLOCK (TYP)
1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED
EXPANSION RESTRAINT CAN NO LONGER BE SEEN.
2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC
THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE.
3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN
OIL SPILLS ARE A CONCERN.
4. INSPECT PER REGULATORY REQUIREMENTS.
5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE
WIDTH OF THE GRATED INLET BOX.
6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN
18 INCHES AND 36 INCHES.
7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE
LENGTH OF THE GRATED INLET BOX.
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE
MULLEN BURST
TRAPEZOID TEAR
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
PROPERTIES TEST METHOD UNITS
ASTM D-4632
ASTM D-4632
ASTM D-4833
ASTM D-3786
ASTM D-4533
ASTM D-4355
ASTM D-4751
ASTM D-4491
ASTM D-4491
300 LBS
20 %
120 LBS
800 PSI
120 LBS
80 %
40 US SIEVE
40 GAL/MIN/SQ FT
0.55 SEC -1
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE
MULLEN BURST
TRAPEZOID TEAR
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
ASTM D-4632
ASTM D-4632
ASTM D-4833
ASTM D-3786
ASTM D-4533
ASTM D-4355
ASTM D-4751
ASTM D-4491
ASTM D-4491
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
265 LBS
20 %
135 LBS
420 PSI
45 LBS
90 %
20 US SIEVE
200 GAL/MIN/SQ FT
1.5 SEC -1
1/4" BRIGHTLY COLORED
NYLON ROPE EXPANSION
RESTRAINT
ISOMETRIC VIEW
SECTION VIEW
SECURE LIFTING
LOOPS TO OR
UNDER
SURROUNDING
SURFACE.
1/4" BRIGHTLY COLORED NYLON
ROPE EXPANSION RESTRAINT
FINISH
GRADE
PROPERTIES TEST METHOD UNITS
SILT FENCE NOTES:
FILTER FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
FILTER FABRIC SHALL BE MIRAFI 140 FABRIC OR EQUIVALENT. BURLAP CANNOT BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD
OF MORE THAN 30 DAYS.
STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE.
WOOD POSTS SHALL BE 6'-0" TO 7'-0" IN HEIGHT AND 2" IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS
THAN #9 WIRE STAPLES 1-1/2" LONG.
STRAW WATTLES MAY BE SUBSTITUTED FOR SILT FENCE IN LINEAR INSTALLATIONS.
MAINTENANCE NOTES:
FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
IF THE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE BARRIER IS STILL
REQUIRED, THE FABRIC SHALL BE REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH
APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED
TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED.
FLOW
TEMPORARY SILT FENCE DETAILS
NTS
SPACE AS DIRECTED BY MANUFACTURER(6 TO 10 FEET TYPICAL)
5'-0"
2'-0" 4"-6
"
SF
INLET PROTECTION DETAILNTS
IP
DO NOT ENTER
VIOC5799 N SPRINGBORO
PIKEA = 1,680 SFH = 28'-11"
FFE = 730.40'
R/W
R/W
R/WR/W
R/W
R/W
R/W
W W W W WW
W
8''W8''W
8''W8''W
8''W8''W
8''W
8''W8''W
8''W8''W
8''W8''W
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SAN
DO NOT ENTER
VIOC5799 N SPRINGBORO PIKE
A = 1,680 SFH = 28'-11"
FFE = 730.40'
R/W
R/W
SITE PLAN GENERAL NOTES:1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY
STANDARDS, INCLUDING BUT NOT LIMITED TO O.S.H.A. STANDARDS.
2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TOCONSTRUCTION.
3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DUMPSTERENCLOSURE, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTINGELECTRICAL LAYOUT.
4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS.
5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE INACCORDANCE WITH THE STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(LATEST EDITION).
6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN ANDKEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT.
7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURINGDEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALLPROTECTION IS REQUIRED.
8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THEMANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
a. LANE LINE: 6” WHITE
b. PARKING STALLS: 4” WHITE
c. STOP LINE: 24” WHITE
d. CROSSWALKS: TRANSVERSE LINES WITH DIAGONAL MARKINGS (GAP BETWEEN TRANSVERSE LINES SHALL BE 4')ALL PAINTED WHITE.
e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS
10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTERENCLOSURE.
11. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS,UNLESS OTHERWISE NOTED ON PLANS.
12. ANY SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED.
13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED.
14. HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE INACCORDANCE WITH FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITEDTO THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES.
15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH.
16. ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN.
17. KNOX BOX FOR FIRE ACCESS REQUIRED FOR BUILDING. LOCATION TO BE COORDINATED FIRE INSPECTOR.
CODED NOTES:
1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS.
2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO CONSTRUCTION DETAILS.
3. FLUSH CURB
4. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 24" (UNLESS TAPER LENGTH NOTED IN PLAN)
5. PROPOSED PAVEMENT MARKINGS.
6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS
7. CONCRETE WALK, PER CONSTRUCTION DETAILS
8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS.
9. PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN. GENERAL CONTRACTOR TO PROVIDE ENTIRE BASE FOR MONUMENT SIGN.
10. DUMPSTER ENCLOSURE & CONCRETE PAD. REFER TO ARCHITECTURAL PLANS FOR PAVEMENT AND ENCLOSURE DETAILS.
11. LIGHT POLE BASE, PER UTILITY DETAILS.
12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS.
13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK,
ADJACENT TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO ARCHITECTURAL PLAN, A3.2, FOR ADDITIONAL
INFORMATION.
14. CONDENSING UNIT. REFER TO MECHANICAL PLANS.
15. REINSTALLED SALVAGED SIGN.
16. MOUNTABLE CONCRETE CURB ISLAND, PER CONSTRUCTION DETAILS.
17. 6' WIDE PAINTED CROSSWALK
PROPOSED
CONCRETE CURB
PAVEMENT/WALK
BUILDING
LEGEND
EXISTINGREFER TO EX. CONDITIONS AND DEMOLITION
PLAN SHEET FOR EXISTING FEATURES LEGEND
0
GRAPHIC SCALE (IN FEET)
20 20 40
SIGN
ASPHALT PAVEMENT
7 PARKING SPACE COUNT
CONCRETE SIDEWALK
LIGHT POLE
CONCRETE PAVEMENT WITH BLACKCOLORTOP SEALANT (HEAVY DUTY)
DETECTABLE WARNING MAT.
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2020 CESO, INCc
Da
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No
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evisio
ns/S
ub
missio
ns
BH
VA
LV
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IN
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ST
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57
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PR
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GB
OR
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TO
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54
49
757640
04.29.20
04.29.20
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W:\P
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VALV
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7640
-WES
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, OH
(SPR
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PK.)\
03-C
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PLAN
\PLO
T SH
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\C4.0
SIT
E PL
AN.D
WG
- 6/22
/2020
8:40
AM
1
05.20.20
SIT
E P
LA
N S
UB
MIT
TA
L2
S
T
A
T
E OF
O
H
I
O
R
E
G
IS
TE
R
E
D
P
R
O
F
E
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S
IO
NA
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
SIT
E P
LA
N R
ES
UB
MIT
TA
L3
C4.0
SITE PLAN
BABAS NOTED
FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: OHIO ONECALL AT 811 OR (800) 362-2764 AND ALL OTHERAGENCIES WHICH MIGHT HAVE UNDERGROUNDUTILITIES INVOLVING THIS PROJECT AND ARENONMEMBERS OF OHIO ONE CALL.
0hi0 UtilitiesPr0tecti0n Service
bef0re y0u dig
2
2
3
5
6 6
9
10
R12.08
R20.00
R31.50 R1.50R7.50R2.50
R10.00
R10.00R10.00
R3.00
R10.00
R20.00R26.00
R26.00
R10.00
R26.00
R0.67
R0.67
16.00
24.00
24.00
19.00(TYP.)
9.00(TYP.)
24.00
75.47
53.00
28.00
65.55
8
(TYP.)
(TYP.)
56.00
18.00
21.33
7.31
88
12
14
7
72
7
7
2
2
3
44
13
3
51
3
16.00
24.17 10.00
22.00
5.50
16.00
28.67
25.50
5.009.00 19.00
8.00
8.00
9.00
5.00
5.00
5.00 5.00
28.67
27.00
25.00
30.00
15
16.00
R36.08
11
11
11
16
R6.00
5.00
5.00
0
GRAPHIC SCALE (IN FEET)
20 10 40
6.33
11.33
4
ENLARGED PLAN: BUILDING AREA1'' = 10'
17
12.52
7.3212.58
10.16
14.81
5.00
5.00
5.0017
(10') (10')
3.83
12.00
12.004
4
10.25
31.00
53.67
10.00
FIRE HYDRANT APPROX.355' WEST OF
PROPERTY CORNER
FIRE HYDRANT APPROX.352' NORTH OF
PROPERTY CORNER
102.66
99.11
69.33
R/W
R/W
R/WR/W
R/W
OHE
OHE
OHEOHE
R/W
R/W
731
731
730
730
730730
730
729
729
728
728
OHT
OHT
STM
STM
STM
730
M
DS
DS
DS
DS
DS
VIOC5799 N SPRINGBORO
PIKEA = 1,680 SFH = 28'-11"
FFE = 730.40'
STM
STM
STM
COCOCO
CO CO
TC=729.80BC=729.30
TC=730.05BC=729.55
TC=729.80BC=729.30 TC=729.15
BC=728.65TC=730.13BC=729.63
TC=729.31BC=728.81
TC=730.30BC=729.80
TC=730.30BC=729.80
TC=730.00BC=729.50
TC=729.27BC=728.77
TC=728.67BC=728.17
727.71
TC=729.53BC=729.03
TC=730.30BC=729.80
TC=730.20BC=729.70
TC=730.30BC=729.80
TC=730.09BC=729.59
TC=729.10BC=728.60
TC=729.81BC=729.31
TC=729.95BC=729.45
TC=729.89BC=729.39
TC=730.05BC=729.55
TC=729.29BC=728.79
TC=730.07BC=729.57 TC=730.05
BC=729.55
729.74 (M.E.)
TC=730.22BC=729.72
TC=729.94BC=729.44
728.30
729.16
729.46
729.46
729.57
729.90 (M.E.)
TC=729.73BC=729.73
TC=730.19BC=729.69
TC=729.48BC=728.98
TC=729.74BC=729.24
729.64 (M.E.)729.61 (M.E.)
729.06729.16
TC=730.30BC=729.80
TC=730.30BC=729.80
730
729
729
73073
0
73072
9
729
72972
972
9
729
729
729
728.21 (M.E.)727.83 (M.E.)
TC=728.78BC=728.28
TC=729.83BC=729.66
TC=730.07BC=729.90
729.93
727.96
729.87
728.03 728.16
729.74
728.10
731
730730
M
DS
DS
DS
DS
DS
DO NOT ENTER
VIOC5799 N SPRINGBORO PIKE
A = 1,680 SFH = 28'-11"
FFE = 730.40'
STM
STM
STM
STM
CO COCO
COCO
TC=730.30BC=730.30
TC=730.30BC=730.30
TC=730.30BC=730.30
TC=730.30BC=730.30
TC=730.07BC=729.57
TC=730.05BC=729.55
TC=730.30BC=729.80
TC=730.30BC=729.80 TC=730.05
BC=729.55
TC=730.30BC=729.80
TC=730.30BC=729.80
TC=730.30BC=729.80
TC=730.30BC=729.80
TC=730.21BC=729.71
TC=730.00BC=729.50
TC=730.30BC=729.80
TC=730.20BC=729.70
TC=730.30BC=729.80
TC=730.21BC=729.71
TC=729.69BC=729.19
728.80728.84
729.70 729.65730.20 730.15
TC=730.24BC=729.74
TC=730.11BC=729.61
4.60%
4.36%
TC=729.37BC=728.87 TC=729.39
BC=728.89
730.30730.07
730.07729.57
729.57
730.30730.10
730.17729.55
729.63TC=730.19BC=729.69
TC=729.99BC=729.49
TC=730.11BC=729.61
TC=729.94BC=729.44
TC=730.24BC=729.74
TC=729.95BC=729.45
730
729
730730
729
729
729
730.30
730.19
728.67
STORM SEWER NOTES:1. SEE PROPOSED DRAINAGE PLAN
GRADING PLAN NOTES:1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE REPRESENTATIVE.
2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY,AND STATE DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS.
3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORESTART OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS.
4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD.
5. THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6” LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557,ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALLBE USED IN AREAS OF ROCK EXCAVATION.
6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPYSTUB-OUTS, INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.
7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING.
8. MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORMINLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE.
9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGHGRADED.
10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6”+/-DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURESPRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES.
11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBEDDURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER.
12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION.
13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION ANDSEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES.
14. THE CONTRACTOR SHALL COMPACT FILL IN 6” MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFULMANNER.
16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALLMEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTORSHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE ANDTHE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB.
17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT.
18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ONSITE.
19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS.
20. ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUMLONGITUDINAL SLOPE OF 5%, UNLESS IN AN APPROVED ADA RAMP.
22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC.,WITH ARCHITECT, PRIOR TO CONSTRUCTION.
23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BEACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFYLOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED.ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
SLOPE ARROW
TOP OF CURB ELEV.BOTTOM OF CURB ELEV.
TC=XXX.XXBC=XXX.XX
X.XX%
MAJOR CONTOUR
MINOR CONTOUR
BUILDING
XXX.XX
MATCH EXISTING ELEVATION(M.E.)
BOTTOM OF CURB
TOP OF CURB
CLEAN OUT
FINISHED GRADE ELEVATION
0
GRAPHIC SCALE (IN FEET)
20 20 40
CO
DOWNSPOUT CONNECTIONDS
STORM SEWERSTM
322
320
BC
TC
CODED NOTES:
1. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 24" (UNLESS OTHERWISE SPECIFIED ON PLAN).
2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO CONSTRUCTION DETAILS.
MANHOLE
CATCH BASIN
CURB INLET
FLOW ARROW
GRADE BREAK
LEGENDEXISTING
PROPOSED
REFER TO EX. CONDITIONS AND DEMOLITIONPLAN SHEET FOR EXISTING LEGEND ITEMS
Date
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
SIT
E P
LA
N R
ES
UB
MIT
TA
L3
C5.0
GRADING PLAN
NETAS NOTED
FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: OHIO ONECALL AT 811 OR (800) 362-2764 AND ALL OTHERAGENCIES WHICH MIGHT HAVE UNDERGROUNDUTILITIES INVOLVING THIS PROJECT AND ARENONMEMBERS OF OHIO ONE CALL.
0hi0 UtilitiesPr0tecti0n Service
bef0re y0u dig
1
1(10')
(10')
1
1
1
2
2
2
ENLARGED PLAN: BUILDING AREAN.T.S.
1(10')
1(10')
R/W
R/W
R/WR/W
R/W
OHE
OHE
OHEOHE
R/W
R/W
731
731
730
730
730730
730
729
729
728
728
OHT
OHT
STM
STM
STM
STM
730
Date
Drawing No.
Project No.
Scale
Checked
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Drawing Title
2020 CESO, INCc
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W:\P
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VALV
OLIN
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7640
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T CA
RROL
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, OH
(SPR
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PK.)\
03-C
IVIL\
PLAN
\PLO
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0 DRA
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G - 4
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
SIT
E P
LA
N R
ES
UB
MIT
TA
L3
C5.1
EXISTING DRAINAGE PLAN
NETAS NOTED
FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: OHIO ONECALL AT 811 OR (800) 362-2764 AND ALL OTHERAGENCIES WHICH MIGHT HAVE UNDERGROUNDUTILITIES INVOLVING THIS PROJECT AND ARENONMEMBERS OF OHIO ONE CALL.
0hi0 UtilitiesPr0tecti0n Service
bef0re y0u dig
OFFSITE DRAINAGEAREA = 0.05 ACCOMPOSITE CN = 61IMPERV = 0%
STORM SEWER DRAINAGEAREA = 0.44 ACCOMPOSITE CN = 95IMPERV = 90.7%
DETERMINATION OF CURVE NUMBER
DRAINAGEAREA LEGEND DESCRIPTION COVER
AREA(SQ. FT.)
AREA(ACRES)
CURVENUMBER
(CN)
OFFSITE
FOX - URBAN LAND COMPLEXHYDROLOGIC SOIL GROUP B OPEN SPACE, GOOD CONDITION 2,144 0.05 61
IMPERVIOUS AREA IMPERVIOUS AREA 0 0.00 98
COMPOSITE CN 61
STORM SEWER
FOX - URBAN LAND COMPLEXHYDROLOGIC SOIL GROUP B OPEN SPACE, GOOD CONDITION 1,778 0.04 61
IMPERVIOUS AREA IMPERVIOUS AREA 17,331 0.40 98
COMPOSITE CN 95
LEGENDEXISTING
REFER TO EX. CONDITIONS AND DEMOLITIONPLAN SHEET FOR EXISTING LEGEND ITEMS
DRAINAGE BASIN BOUNDARY
FLOW ARROW
0
GRAPHIC SCALE (IN FEET)
20 20 40
R/W
R/W
R/WR/W
R/W
OHE
OHE
OHEOHE
R/W
R/W
OHT
OHT
STM
STM
STM
M
DS
DS
DS
DS
DS
DO NOT ENTER
VIOC5799 N SPRINGBORO
PIKEA = 1,680 SFH = 28'-11"
FFE = 730.40'
STM
STM
STM
COCOCO
CO CO
73.7'~15" STM @ 0.50%34.5'
~6" S
TM @
1.00
%
51.8'
~15"
STM
@ 0.
50%
49.7'~6" STM @ 1.00%
1
2
6
5 3
4
STORM SEWER STRUCTURE SCHEDULE
NO.
1
2
3
4
5
6
STRUCTURE
EXIST. STORMINLET CONVERT TOMANHOLE
STORM INLETODOT CB. 2-2C
STORM INLETODOT CB. 2-2C
EXIST. STORM INLET
SUMP PUMP MANHOLE(REFER TO PLUMBINGSHEETS P-1 & P-3)
SUMP PUMP MANHOLE(REFER TO PLUMBINGSHEETS P-1 & P-3)
GRATE
729.93
728.30
728.67
727.71
730.32
730.30
INVERT
725.80 (15") NW725.80 (15") S725.75 (15") E
726.17 (6") S726.17 (15") SE
726.81 (6") W726.06 (15") N
722.00 (15") E
727.13 (4") E
726.79 (4") N
STORM STRUCTURES 1 & 3 PROFILESCALE: 1" = 20' HORIZ.; 1" = 5' VERT.
720
725
730
735
740
720
725
730
735
740
-0+25 0+00 0+75
EX.
PR.
730.3
EX.
730.2
8 PR.
729.5
EX.
729.4
6 PR.
729.1
EX.
729.1
4 PR.
EX.
PR.
STA. 0+51.83EXIST. STORM
INLET CONVERT TOMANHOLE
RIM = 729.9315" INV. = 725.80 (NW)15" INV. = 725.80 (S)
15" INV. = 725.75 (E)
1
STA. 0+00.00STORM INLET
ODOT CB. 2-2CRIM = 728.67
6" INV. = 726.81 (W)15" INV. = 726.06 (N)
3
51.8'~15" STM @ 0.50%
STORM STRUCTURES 1 & 2 PROFILESCALE: 1" = 20' HORIZ.; 1" = 5' VERT.
720
725
730
735
740
720
725
730
735
740
-0+25 0+00 1+00
EX.
PR.
730.5
EX.
730.5
4 PR.
730.2
EX.
730.1
8 PR.
729.8
EX.
729.8
0 PR.
729.1
EX.
729.0
7 PR.
EX.
PR.
15" STM
STA. 0+73.67EXIST. STORM
INLET CONVERT TOMANHOLE
RIM = 729.9315" INV. = 725.80 (NW)15" INV. = 725.80 (S)
15" INV. = 725.75 (E)
1
73.7'~15" STM @ 0.50%
STA. 0+00.00STORM INLET
ODOT CB. 2-2CRIM = 728.30
6" INV. = 726.17 (S)15" INV. = 726.17 (SE)
2
0
GRAPHIC SCALE (IN FEET)
20 20 40
Date
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Drawing Title
2020 CESO, INCc
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VALV
OLIN
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T CA
RROL
LTON
, OH
(SPR
INGB
ORO
PK.)\
03-C
IVIL\
PLAN
\PLO
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\CX.
0 DRA
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E.DW
G - 4
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
SIT
E P
LA
N R
ES
UB
MIT
TA
L3
C5.2
PROPOSED DRAINAGE PLAN
NETAS NOTED
FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: OHIO ONECALL AT 811 OR (800) 362-2764 AND ALL OTHERAGENCIES WHICH MIGHT HAVE UNDERGROUNDUTILITIES INVOLVING THIS PROJECT AND ARENONMEMBERS OF OHIO ONE CALL.
0hi0 UtilitiesPr0tecti0n Service
bef0re y0u dig
OFFSITE DRAINAGEAREA = 0.05 ACCOMPOSITE CN = 61IMPERV = 0%
STORM SEWER DRAINAGEAREA = 0.44 ACCOMPOSITE CN = 92IMPERV = 83.5%
DETERMINATION OF CURVE NUMBER
DRAINAGEAREA LEGEND DESCRIPTION COVER
AREA(SQ. FT.)
AREA(ACRES)
CURVENUMBER
(CN)
OFFSITE
FOX - URBAN LAND COMPLEXHYDROLOGIC SOIL GROUP B OPEN SPACE, GOOD CONDITION 2,328 0.05 61
IMPERVIOUS AREA IMPERVIOUS AREA 0 0.00 98
COMPOSITE CN 61
STORM SEWER
FOX - URBAN LAND COMPLEXHYDROLOGIC SOIL GROUP B OPEN SPACE, GOOD CONDITION 3,132 0.07 61
IMPERVIOUS AREA IMPERVIOUS AREA 15,793 0.36 98
COMPOSITE CN 92
LEGENDEXISTING
REFER TO EX. CONDITIONS AND DEMOLITIONPLAN SHEET FOR EXISTING LEGEND ITEMS
DRAINAGE BASIN BOUNDARY
PROPOSED
FLOW ARROW
MAJOR CONTOUR
MINOR CONTOUR
CLEAN OUTCO
DOWNSPOUT CONNECTIONDS
STORM SEWERSTM
322
320
MANHOLE
STORM INLET
STORM SEWER NOTES:1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET,
SO AS TO PROVIDE A WATERTIGHT SEAL.
2. ALL STORM SEWER PIPES LESS THAN 12” DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE CONFORMING TO ASTMSPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS.
3. ALL STORM SEWER PIPES 12” DIAMETER AND GREATER SHALL BE HDPE N-12, WATERTIGHT PIPE AS MANUFACTUREDBY ADS, OR APPROVED EQUAL, UNLESS OTHERWISE NOTED ON PLANS.
4. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKING AND NON-CORROSIVE GROUT.
5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV)POLYVINYL CHLORIDE (PVC SDR 35)HIGH DENSITY POLYETHYLENE PIPE (HDPE)
6. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT.
7. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES.
8. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING &COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE.
9. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE NOTED.
10. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANEDOUT TO REMOVE ALL SILT AND DEBRIS.
11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTINGCONDITIONS OR BETTER.
12. ALL PROPOSED CATCH BASINS AND/OR MANHOLES, OR MODIFICATIONS TO EXISTING, SHALL BE IN ACCORDANCE WITHSTATE DOT STANDARDS AND SPECIFICATIONS.
CODED NOTES:1. CONNECT TO EXISTING. CONTRACTOR TO VERIFY EXISTING SEWER LOCATION / ELEVATION PRIOR TO ORDERING PROPOSED
STRUCTURES. CONTRACTOR TO OBTAIN NECESSARY WORK PERMITS FOR CONNECTIONS TO EXISTING STRUCTURES / PIPES.
2. 4" SUMP PUMP DISCHARGE PIPE.
3. 6" PVC DOWNSPOUT DRAIN.
4. WYE CONNECTION.
1
3
3
4
22.5'~6" STM @ 1.00%22.5'~6" STM @ 1.00%
2
2# STORM STRUCTURE NO.
AS EVIDENT BY THE LAND COVER AND DECREASEDIMPERVIOUS COVER, QUANTITIES OF SURFACE WATERRUNOFF FROM THE PROPOSED DEVELOPMENT ARE THE SAMEOR LESS THAN THE EXISTING DEVELOPMENT IN ACCORDANCEWITH CHAPTER 156: FLOOD DAMAGE PREVENTION CODE ANDSTORMWATER RUNOFF
PROPOSED 6" SEWER
PROPOSED GROUND
EXIST. GROUND
PROPOSED GROUND
EXIST. GROUND
R/W
R/W
R/WR/W
R/W
G
GG
OHE
OHE
OHEOHE
R/W
R/W
33.0040.50
OHT
OHT
W W W W W
W
W
8''W8''W
8''W8''W
8''W8''W
8''W8''W
8''W8''W
8''W8''W
8''W8''W
STM
STM
STM
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SAN
M
DS
DS
DS
DS
DS
DO NOT ENTER
GASGAS
GAS
W
WW
CO
CO
COSAN
SAN
SAN
VIOC5799 N SPRINGBORO
PIKEA = 1,680 SFH = 28'-11"
FFE = 730.40'
STM
STM
STM
COCOCO
CO CO
UGE
UGE
UGT
UGT
CO
S1
S4
S3
S2
40.0'
~6" S
AN @
1.04
%
77.0'~6" SAN @ 1.04%
10.9'~6" SAN @ 1.04%
29.6'~6" SAN @ 1.04%
SANITARY SEWER STRUCTURE SCHEDULE
NO.
S1
S2
S3
S4
STRUCTURE
6" CO
6" CO
6" CO
6" CO
RIM
730.07
729.52
729.58
729.90
INVERT
723.26 (6") NW723.26 (6") E
723.57 (6") W723.57 (6") SE
724.37 (6") S724.37 (6") E
724.79 (6") E724.79 (6") N
STORM SEWERSTM
SANITARY SEWERSAN
DOMESTIC WATER SERVICEW
GAS SERVICEG
UNDERGROUND ELEC. LINEUGE
UNDERGROUND TEL. LINEUGT
BUILDING
0
GRAPHIC SCALE (IN FEET)
20 20 40CLEAN OUTCO
M METER
GENERAL UTILITY NOTES:1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS.
2. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS-BUILT PLANS, AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULLRESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FORDAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE.
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN (I.E. TAPPING, INSPECTION, ETC.).
4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.
5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
6. SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.)
7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.
8. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS.
9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.
11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION.
12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINALCONNECTION OF SERVICE.
13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTIONWATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE.
15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS, AS WELL AS COORDINATING WITH THE AUTHORITY HAVING JURISDICTION UTILITY REQUIREMENTS ASTO ASSURE PROPER LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES.
16. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES.WATER NOTES:1. WATER SERVICE MATERIAL LARGER THAN 2” SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI A21.51
(AWWA C151) DUCTILE IRON PIPE, CENTRIFUGALLY CAST IN METAL MOLDS OR SAND LINED MOLDS, FOR WATEROR OTHER LIQUIDS AND ANSI A21.50 (AWWA C150) THICKNESS DESIGN OF IRON PIPE. ALL SERVICE LINES 2” ORLESS SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN VIEW. SERVICE CONNECTION TO HAVEMINIMUM COVER OF 42” COVER.
2. ALL FITTINGS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA C110 OR AWWA C153. ALL FITTINGSSHALL BE RATED FOR 350 PSI WORKING PRESSURE, HAVE MECHANICAL JOINTS AND BE COATED AND CEMENTMORTAR LINED IN ACCORDANCE WITH AWWA C104. ALL BOLTS AND NUTS SHALL BE COR-TEN.
3. WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 42".
SANITARY SEWER NOTES:1. ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFORMING TO ASTM SPECIFICATION D3034 WITH
3/4IN STONE BEDDING.
2. PVC PIPE SHALL HAVE AN INTEGRAL BELL AND JOINTS SHALL BE PREMIUM GASKETED JOINTS MEETING THEREQUIREMENTS OF ASTM D3212 TO PROVIDE A WATERTIGHT SEAL AND SHALL BE MADE IN ACCORDANCE WITHTHE MANUFACTURER'S RECOMMENDATIONS.
STORM SEWER NOTES:1. SEE PROPOSED DRAINAGE PLAN FOR STORM SEWER NOTES.
WATER METER
1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION
2. TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION.
3. 1" WATER SERVICE LINE PER MONTGOMERY COUNTY ENVIRONMENT SERVICES AND PROVIDER REQUIREMENTS.CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION.
4. EXISTING 34" DOMESTIC METER. CONTRACTOR TO CONNECT TO METERS PER MONTGOMERY COUNTY ENVIRONMENTSERVICES REQUIREMENTS AND REGULATIONS.
5. GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION.
6. 6" SANITARY SERVICE LINE PER MONTGOMERY COUNTY ENVIRONMENT SERVICES REQUIREMENTS. CONTRACTOR TOINSTALL SERVICE PER MONTGOMERY COUNTY ENVIRONMENT SERVICES REGULATIONS AND SPECIFICATIONS.
7. PROPOSED 58" IRRIGATION METER. CONTRACTOR TO COORDINATE WITH MONTGOMERY COUNTY ENVIRONMENT SERVICESFOR INSTALLATION AND CONNECTION. SEE UTILITY PLAN DETAILS.
CODED NOTES:
UTILITY CROSSING SCHEDULE
NO. UTILITY ELEVATIONS DIFF.
A15" STM B/PIPE = 725.67
1.806" SAN T/PIPE = 723.87
BGAS B/PIPE = 726.12
1.506" SAN T/PIPE = 724.62
C6" STM B/PIPE = 726.45
1.866" SAN T/PIPE = 724.59
X
LEGENDEXISTING
PROPOSED
REFER TO EX. CONDITIONS AND DEMOLITIONPLAN SHEET FOR EXISTING LEGEND ITEMS
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2020 CESO, INCc
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T CA
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, OH
(SPR
INGB
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PK.)\
03-C
IVIL\
PLAN
\PLO
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UTI
LITY
PLAN
.DW
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27 P
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
SIT
E P
LA
N R
ES
UB
MIT
TA
L3
C6.0
UTILITY PLAN
NETAS NOTED
FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: OHIO ONECALL AT 811 OR (800) 362-2764 AND ALL OTHERAGENCIES WHICH MIGHT HAVE UNDERGROUNDUTILITIES INVOLVING THIS PROJECT AND ARENONMEMBERS OF OHIO ONE CALL.
0hi0 UtilitiesPr0tecti0n Service
bef0re y0u dig
C
B
A
1
2 3
4
5
5
6
722±
INVERT UNKNOWN.CONTRACTOR TO VERIFY ANDENSURE MINIMUM SLOPE CANBE MAINTAINED FORCONNECTION
6" INV = 724.90'
7
IN EARTH IN PAVEMENT
BOTTOM OF
CONDUIT TRENCH
UTILITY PIPE. SIZE AND
MATERIAL PER UTILITY
PROVIDER
REQUIREMENTS
2'-0
" (F
OR
E
LE
CT
.)
2'-0
" (F
OR
T
EL
. &
CA
TV
) 2
'-0
" (F
OR
GA
S)
ELECTRICAL, TELEPHONE AND GAS TRENCHNTS
4" TOPSOIL
APPROVED COMPACTED BACKFILL(95 DENSITY) % MAX DRY
COMPACTION PER ASTM D1557 IN8" LIFTS
SEE DETAIL FORPAVEMENT SECTION
TRENCH WIDTH: 1'-6" (GAS) 1'-0" ELECT., TELE.AND CATV. 3'-0" WHEN ELEC., CATV, & TEL. AREGROUPED IN TRENCH
METAL STRIPS BURIED 12" ABOVE P.E. PIPE EVERY 5' &AT BENDS (GAS LINES ONLY) MARKING TAPE BURIEDOVER ELECTRIC AND TELEPHONE CONDUITS
12" SAND COVER OVER PIPE
SPECIAL FOUNDATION, IF ORDERED BY ENGINEER TO BEINSTALLED IN UNSUITABLE SOIL AREAS.
7" SAND BED FROM MAIN TOMETER PIT (GAS LINE ONLY) 1'-0"
MIN IN ROCK.
CL
NOTE:
1. FIRE LINE PIPING AND SERVICE PIPING > 3" I.D. TO BE CLASS 53 DUCTILE IRON
WITH RESTRAINED JOINTS 40 FT. EACH SIDE OF ALL FITTINGS, ELBOWS AND
APPURTENANCES. DOMESTIC PIPING < 3" I.D. TO BE TYPE K COPPER PER ASTM B
88.
2. NOTE: PIPING TO BE HYDROSTATIC TESTED 2 HOURS @ 100 PSI. OVER NORMAL
OPERATING PRESSURE AFTER INSTALLATION
6"
SYMM.
W=4/3 D + 18"
X'-X" MIN.
DEPTH OF
COVER
6"
1'-0"
PAVEMENT
FINISHED GRADE
LOAM
COMPACTED APPROVED BACKFILL(95% COMPACTION)
DETECTOR TAPE
COMPACTED SANDBACKFILL
8" MIN. IN ROCK3" IN EARTH
TYPICAL WATER MAIN & SERVICE TRENCH DETAILNTS
TRENCH WIDTHO.D. + 2'-0" MIN.
1'-0"O.D.1'-0"
6"
ID
6"
1'-0" MIN.IN ROCK
6" MIN.
TYPICAL SANITARY SEWER TRENCH SECTIONNTS
EDGE OF TRENCHSUPPORT SYSTEM AS REQUIRED
SUITABLE BACK FILL TYPE GW, GP, SW, SPPER UNIFIED SOIL CLASSIFICATION SYSTEMOR AS APPROVED BY SITE ENGINEERCOMPACTED TO 95% MAX. DRY DENSITY INLIFTS (8" TYPICAL) PER ASTM D1557(MODIFIED PROCTOR TEST)
3/4" CRUSHED STONE
INSTALL CLAY DAM WATER STOP 2'(MIN.) THICKNESS AT 50' C-C IFDIRECTED BY ENGINEER
BOTTOM OF TRENCH
SPECIAL FOUNDATION IF ORDERED BYENGINEER - 3/4" CRUSHED STONE TO BEINSTALLED TO DEPTH DETERMINED BYGEOTECHNICAL ENGINEER IN PEAT ANDUNSUITABLE SOIL AREAS
STEEL PLATECOVER CONCRETE COLLAR
CLEANOUT PLUG
LIMITED ACCESS MANHOLE - W/ CAST IRON COVER.TWO STAINLESS STEEL FLUSH-MOUNT BOLTS, CAST COVER W/GALVANIZED STEEL SKIRT. BUNA-N GASKET.MEETS H-20 LOAD RATING.
GRADE PAVEMENT
ALTERNATECONDITION
RISER SHALL BE 6" DIA.(WHEN THE MAIN RUN IS LESSTHAN 6" DIA. THE RISER SHALLMATCH THE MAIN PIPE SIZE)
45° BEND
PLUG
INVERT - SEE PIPINGPLAN
6" LONG PIPE
WYE WYE
MAIN RUN - SIZE PER PLOT ORPIPING PLAN
10" PIPE W/BELL
12"
2'-0"
PREF
ERRE
D
8"
PIPE CLEANOUTNTS
UNPAVED AREA SECTION
FINISH GRADE
8'-0"
MIN
AND
DOW
NTO
SOL
ID B
EARI
NG
4" X 6" GASKETED HAND HOLE
CYLINDRICAL FORMED CONCRETE BASE 2'-0"DIAMETER PAINTED SAFETY YELLOW.
4 - 40" X 1"Ø ANCHOR BOLTS
#3 REINFORCING TIES 12" ON CENTER(TYPICAL FOR THREE)#5 BARE GROUND WIRECADWELD CONNECTION (BOTH ENDS)3/4" X 10' COPPER WELD GROUND ROD(LIGHTNING PROTECTION)
PVC - SCHEDULE 40 CONDUIT(PROVIDE SCHEDULE 80 UNDERHEAVY TRAFFIC AREAS)GALVANIZED STEEL TO PVCCONDUIT CONNECTOR
GALVANIZED CONDUIT 90° ANGLE
4 - #8 STEEL VERTICAL REINFORCING BARS2'-0" DIA.
CONCRETEBASE
3" COVER
2'-0"
2'-0"
1" x 45° CHAMFER
ELECTRICAL CONTRACTORTO CONNECT OR CADWELD
GROUND WIRE TO POLE BASE
TYPICAL LIGHTING POLE BASENTS
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2020 CESO, INCc
Da
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No
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evisio
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W:\P
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VALV
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E\75
7640
-WES
T CA
RROL
LTON
, OH
(SPR
INGB
ORO
PK.)\
03-C
IVIL\
PLAN
\PLO
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\C6.0
UTI
LITY
PLAN
.DW
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
SIT
E P
LA
N R
ES
UB
MIT
TA
L3
C6.1
UTILITY PLAN DETAILS
BABAS NOTED
X X X X X
NOTE:1. ALL CONCRETE CURBS AND SIDEWALKS
TO BE 4000 P.S.I. CONCRETE
EXPANSION JOINTS 20'-0" oc. MAXIMUM
4 SPACES @ 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN
SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN
1/2" EXPANSION JOINT
LAWN OR PLANTING IF SHOWN ON SITE PLAN
1/2" EXPANSION JOINT
AA
SEE
PLAN
S
VARI
ES
VARI
ESSE
EPL
ANS
CURB OR GUTTER LINE
PLAN VIEW1"
1/4"
R=1/8"
TROWELLED OR SAWN JOINT
4" 1/2" EXPANSION JOINT WITHSEALANT
4" MINIMUM COMPACTED GRAVEL BASE
SECTION A-A
4"
EXPANSION JOINT
CONCRETE SIDEWALK DETAIL
NTS
TROWELLED OR SAWN JOINT( TYP.)
6" X 6" W1.2xW1.2 WWF
COMPACTED SUBGRADE TO 95%MAXIMUM DRY DENSITY PERASTM D1557SEALANT
WOOD ORFIBER MOUNT
4" CONCRETE (4,000 PSI)
ASPHALT PAVEMENT SECTIONNTS
1.5" ASPHALT SURFACE COURSE, ITEM 442, TYPE A(REFER TO GEOTECH REPORT)
2.5" ASPHALT BINDER COURSE, ITEM 442, TYPE A(REFER TO GEOTECH REPORT)
8" AGGREGATE BASE, ITEM 304(REFER TO GEOTECH REPORT)
EXISTING SUBGRADE
NOTE:1. ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION/RECOMMENDATIONS PREPARED FOR THIS PROJECT.
2. ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS.
LIGHT DUTY CONCRETE PAVEMENT SECTIONNTS
6" CONCRETE PAVEMENT, 4,000 PSI
4" AGGREGATE BASE(REFER TO GEOTECH REPORT)
EXISTING SUBGRADE
X X X X X X
1 : 101 : 10
1 : 121 : 12
1 : 121 : 12
1 : 121 : 12
1 : 121 : 121 : 12
CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE
USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTIONOF 1 : 12 OR FLATTER SLOPES.
6.0 FT.5.0 FT.4.0 FT.3.0 FT.
5.0 FT.4.2 FT.3.3 FT.2.5 FT.
5.0 FT.4.2 FT.3.3 FT.2.0 FT.
1 : 101 : 8
6"5"4"3"
SIDE FLAREDIMENSION ATCURB (1 : 12)
SIDE FLAREDIMENSION ATCURB (1 : 10)
NOMINAL RAMP LENGTH
MAX. RAMP SLOPE
MAX. RISEOF RAMP
CURB RAMP DIMENSIONS EXISTING CONDITION
5.0 FT.4.2 FT.
8"
11.0 FT.12.0 FT.
10.0 FT.9.0 FT.8.0 FT.7.0 FT.6.0 FT.5.0 FT.4.0 FT.3.0 FT.
10.0 FT.9.2 FT.8.4 FT.7.5 FT.6.7 FT.5.8 FT.
3.3 FT.2.5 FT.
12.0 FT.11.0 FT.10.0 FT.9.0 FT.8.0 FT.7.0 FT.6.0 FT.5.0 FT.4.0 FT.3.0 FT.1 : 12
12"11"10"9"
7"6"5"4"3"
SIDE FLAREDIMENSION ATCURB (1 : 12)
SIDE FLAREDIMENSION ATCURB (1 : 10)
NOMINAL RAMPLENGTH(1 : 12)
MAX. RAMP SLOPE
RISE OF RAMP
CURB RAMP DIMENSIONS NEW CONSTRUCTION
TABLE A
COMPACTED SUBGRADE(REFER TO GEOTECH REPORT)
COMPACTED SUBGRADE(REFER TO GEOTECH REPORT)
2'-0"2'-6"
2'-0" 6'-0"
(2) U-SHAPED BIKE RACKS
2''-0"
U-SHAPED BIKE RACK DETAILNTS
1/2"4"
12"12"
18"
18"
5'-5"
8'-6"
2'-4"
6"
6"
7'-0"
MIN
A B
4'-0"
HANDICAPPED PARKING SIGNAGE DETAILNTS
SIGN AGALVANIZED NUTS &BOLTS TYP.SIGN B
METAL SIGN POST
4" STEEL PIPE BOLLARD FILLED WITHNON SHRINK GROUT (WHEN INFRONT OF PARKING SPACE) PAINTEDTRAFFIC YELLOW
SLOPE CONCRETE AWAYFROM POSTSIDEWALK FINISHED GRADE
12" DIA. CONCRETE FOOTING
COMPACTED SUBSOIL
30"
MIN.
7'-0"
18"
12"
6"
STOP
NOTE:1. PROVIDE SIGN IN ACCORDANCE WITH MUTCD SPECIFICATIONS.
12" DIA.
STOP SIGNNTS
METAL SIGNPOST
TOPSOIL
FINISHEDGRADE
BACKFILL
CONCRETE BASE
6"
NOTE:1. ALL CONCRETE CURBS TO BE 4000 P.S.I. CONCRETE AT 28 DAYS.
2. CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM. FILL WITH 12" PREFORMED EXPANSION JOINTRECESSED 12 INCH BELOW TOP OF CURB.
3. MAXIMUM HEIGHT OF CURB TO PAVING IS 6".
6"
18"
1" R1" R
STRAIGHT CURB DETAILNTS
TOPSOIL PAVEMENT SEALER
BITUMINOUS CONCRETEWEARING COURSE
BITUMINOUS CONCRETEBINDER COURSE
COMPACTED SUBBASE
COMPACTED SUBGRADE
CAST IN PLACECONCRETE CURB
#3 REBARS8"4"
2"
18"
6"
6"
XXX X
1/8" PER FOOT
NOTE:1. ALL CONCRETE CURBS TO BE 4000 P.S.I. CONCRETE AT 28 DAYS
2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING
1" R
INTEGRAL CURB & SIDEWALK DETAILNTS
PAVEMENT SEALER
BITUMINOUS CONCRETEWEARING COURSE
BITUMINOUS CONCRETEBINDER COURSE
TROWELED JOINT
CONCRETE SIDEWALK
COMPACTED SUBBASE
#3 REBARSCONCRETE CURB
COMPACTED SUBGRADE
COMPACTED SUBBASE
6 x 6 x W1.2 x W1.2 WWM
2' 2' 2'
PROPOSED SURFACE COURSE
PROPOSED LEVELING COURSEPROPOSED BASE
PROPOSED PAVEMENT
EXISTING SURFACE COURSE
EXISTING LEVELING COURSE
EXISTING BASE COURSE
EXISTING SUBGRADESAWCUT LINE
TYPICAL SAWCUT DETAILNTS
ADA PARKING SYMBOL DETAILNTS
LOCATE AT EDGE OF PARKINGSPACE UNLESS ACCOMPANIED
BY "VAN" LETTERING
2.5'R
LC
6"(TYP.)
6.5'
7.0'
PER PLAN
6"
2"BOTTOM OF CURB
GUTTER LINE
TOP OF CURB
CURB TAPERNTS
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2020 CESO, INCc
Da
te
No
.R
evisio
ns/S
ub
missio
ns
BH
VA
LV
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IN
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54
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757640
04.29.20
04.29.20
OW
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W:\P
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VALV
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7640
-WES
T CA
RROL
LTON
, OH
(SPR
INGB
ORO
PK.)\
03-C
IVIL\
PLAN
\PLO
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\C7.0
CON
STRU
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TAILS
.DW
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
SIT
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LA
N R
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UB
MIT
TA
L3
C7.0
CONSTRUCTION DETAILS
BABAS NOTED
T
O
T
A
L
S
I
D
E
W
A
L
K
W
I
D
T
H
T
O
P
L
A
N
D
I
N
G
5
'
M
I
N
.
R
A
M
P
R
U
N
S
I
D
E
F
L
A
R
E
5
'
M
I
N
.
S
I
D
E
W
A
L
K
S
L
O
P
E
2
%
RAMP LIMITS
L
A
N
D
I
N
G
8
.
3
%
S
I
D
E
F
L
A
R
E
R
A
M
P
W
I
D
T
H
ADA ACCESSIBLE RAMPNTS
NOTE:1. ALL CONCRETE CURBS TO BE 4000 P.S.I. CONCRETE AT 28 DAYS.
2. HEIGHT OF MOUNTABLE CURB ISLAND TO PAVING IS 2".
3. REFER TO SITE PLAN FOR ISLAND DIMENSIONS.
2"
8"
1" R
MOUNTABLE CURB ISLAND DETAILNTS
PAVEMENT SEALER 4" WIDE
BITUMINOUS CONCRETEWEARING COURSE
BITUMINOUS CONCRETEBINDER COURSE
COMPACTED SUBBASE
COMPACTED SUBGRADE
CAST IN PLACECONCRETE CURB
#3 REBARS
4"MIN.
4"MIN.
M
DS
DS
DS
DS
DS
DO NOT ENTER
GASGAS
GAS
W
WW
CO
CO
CO
VIOC5799 N SPRINGBORO
PIKEA = 1,680 SFH = 28'-11"
FFE = 730.40'
STM
STM
STM
COCOCO
CO CO
UGE
UGE
UGT
UGT
CO
R/W
R/W
R/WR/W
R/W
R/W
R/W
33.0040.50
W W W W W
WW
8''W8''W
8''W8''W
8''W8''W
8''W
8''W8''W
8''W8''W
8''W8''W
8''W
SANSAN
SANSAN
SANSAN
SAN
SANSAN
SANSAN
SANSAN
SAN
EWNBMH: 10
EWNBMH: 10
SD4_BSMH: 25
EWNBMH: 12
SD4_BSMH: 25
SD4_BSMH: 25
0.2
0.3
0.4
0.4
0.4
0.4
0.5
0.2
0.3
0.3
0.3
0.3
0.1
0.4
0.3
0.4
0.6
0.6
0.6 0.60.6
0.60.5
0.50.3
0.4
0.6
0.6
0.5
0.3
0.3
0.2
0.2
0.2
0.2
0.1
0.2
0.3
0.3
0.2
0.2
0.5
0.7
0.9
1.0
0.8
0.8
1.0
0.7
0.6
0.8
0.9
0.7
0.4
0.4
0.7
0.4
0.3
0.6 0.7 0.6
0.9 1.2 1.1 1.1
1.0 1.7 2.0 1.9 2.3 4.6 4.3 3.0 1.2 2.2 1.3
1.3 1.8 2.3 3.1 1.2 0.6
1.0 2.2 2.0 1.6 0.8
1.0 2.0 2.3 2.9 1.6 1.2
1.4 2.1 2.3 3.1 4.3 1.6 1.8 1.7
1.2 1.7 2.4 2.5 2.3 1.8 2.3 1.9 1.1
1.1 1.7 1.9 1.7 1.6 1.9 1.5
1.1 1.4 1.5 2.0 1.9 2.1 1.0
0.9 1.1 1.5 2.1 2.1 2.3 1.9 1.4 1.6 2.0 1.9 2.1 1.0
1.1 1.8 1.9 2.0 2.2 2.3 1.9 1.6 2.1 2.1 1.9 1.6 0.6
1.4 1.9 2.0 2.1 2.1 2.1 2.1 1.9 1.6 1.6 2.0 1.8 1.2 0.5
0.7 1.1 1.2 1.6 1.2 1.2 1.8 1.4 1.4 1.3 1.1 1.2 1.5 1.1 0.7
5.2 3.0 2.8 1.1
4.0 3.2
4.7 2.8
4.7 1.8
2.3 1.1
1.0 2.2 2.2
1.6 1.7 1.7 1.6 1.2 1.2 1.5
Luminaire Schedule
Symbol Qty Label Arrangement Total Lamp Lumens LLFDescription
Lum. Watts
3 EWNB SINGLE N.A. 1.000 1-EWNB0A47301NBLCKD 44
3 SD4_BS SINGLE N.A.1.000 1-EALP012D4AF750NDD1BLCKF WITH ELS-EAL-RBL-BLCK 93
Calculation Summary
Label CalcType UnitsAvg Max
Min Avg/Min Max/Min
Horiz Spill @ Prop Line IlluminanceFc
0.46 1.0 0.1 4.60 10.00
Pavement AreaIlluminance
Fc1.70 4.6 0.5 3.40 9.20
Sidewalk Area IlluminanceFc
2.39 5.2 1.0 2.39 5.20
0
GRAPHIC SCALE (IN FEET)
20 20 40
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2020 CESO, INCc
Da
te
No
.R
evisio
ns/S
ub
missio
ns
BH
VA
LV
OL
IN
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C
HA
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57
99
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GB
OR
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N, O
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54
49
757640
04.29.20
04.29.20
OW
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EV
IE
W S
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W:\P
ROJE
CTS\
VALV
OLIN
E\75
7640
-WES
T CA
RROL
LTON
, OH
(SPR
INGB
ORO
PK.)\
03-C
IVIL\
PLAN
\PLO
T SH
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\C8.0
PHO
TOME
TRIC
PLA
N.DW
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20 4:
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PE.81197
KELLY ROSALEESCHWIETERMAN
06.22.20
SIT
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UB
MIT
TA
L3
C8.0
PHOTOMETRIC PLAN
[DESIGNED]AS NOTED
FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTO COMMENCE, THE CONTRACTORS SHALLNOTIFY THE FOLLOWING AGENCIES: OHIO ONECALL AT 811 OR (800) 362-2764 AND ALL OTHERAGENCIES WHICH MIGHT HAVE UNDERGROUNDUTILITIES INVOLVING THIS PROJECT AND ARENONMEMBERS OF OHIO ONE CALL.
0hi0 UtilitiesPr0tecti0n Service
bef0re y0u dig
POLE MOUNTED FIXTURES AT HEIGHT OF 25 FT ABOVE FINISHED GRADE
NOTES:1. ALL FIXTURES ARE DOWNCAST AND FULL CUTOFF.2. PROPOSED ILLUMINATION LEVELS ARE NOT GREATER
THAN 1.0 F.C. AT ALL PROPERTY LINES.3. PROPOSED PAVEMENT AND SIDEWALK ILLUMINATION
LEVELS ARE NOT GREATER THAN 4:1 FOR AVG/MINCALCULATION LEVELS.
4. LIGHTING SHALL BE REDUCED TO 25% DURINGBUSINESS CLOSE HOURS. LIGHTING TO BE REDUCEDWITHIN 2 HOURS OF CLOSING.
2800 Corporate Exchange Drive, Suite 160 Columbus, Ohio 43231-7628 (614) 794-7080 www.cesoinc.com
May 13, 2020 City of West Carrollton 300 East Central Ave West Carrollton, Ohio 45449 RE: Trip Generation Counts Valvoline Instant Oil Change – West Carrollton, Ohio CESO, Inc. is pleased to submit this traffic letter to support the trip generations for the Valvoline to be located at 5799 N. Springboro Pike. Trip generation for the proposed use was based on standards taken from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th edition, and methods outlined in the ITE Trip Generation Handbook. Specifically, ITE category 941 (quick lubrication vehicle shop) was used for the proposed Valvoline development. See Exhibit for additional information. The following table summarizes the new trips that the proposed Valvoline development will have based on internal projections and compared against the ITE standard rates.
Trip Generation Counts
X = 2 bays AM Peak Hour Trips PM Peak Hour Trips
ITE cat. 941 – Quick Lubrication Vehicle Shop
X * 3.00 X * 4.85
ITE cat. 941 – Quick Lubrication Vehicle Shop
6 trips (4 in, 2 out) 9 trips (5 in, 4 out)
Respectfully, Kelly Schwieterman, P.E. Project Manager 937-401-3413 [email protected] Enclosures: Exhibit: ITE Trip Generation Manual (10th Edition, abridged for this letter)
262
Land Use: 941 Quick Lubrication Vehicle Shop
Description
A quick lubrication vehicle shop is a business where the primary activity is to perform oil change services for vehicles. Other ancillary services provided may include preventative maintenance, such as fluid and filter changes. Automobile repair service is generally not provided. Automobile care center (Land Use 942) and automobile parts and service center (Land Use 943) are related uses.
Additional Data
For the purpose of this land use, the independent variable, servicing positions, is defined as the maximum number of vehicles that can be serviced simultaneously.
Time-of-day distribution data for this land use are presented in Appendix A. For the one general urban/suburban site with data, the overall highest vehicle volumes during the AM and PM on a weekday were counted between 9:45 and 10:45 a.m. and 3:30 and 4:30p.m., respectively.
The sites were surveyed in the 1990s and the 201 Os in California, Texas, \Nc:lshington, and Wisconsin.
Source Numbers
362,441,886,960
Trip Generation Manual 1Oth Edition • Volume 2: Data • Services (Land Uses 900-999)
EXHIBIT B
274
Quick Lubrication Vehicle Shop (941)
Vehicle Trip Ends vs: Servicing Positions On a: Weekday,
Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m.
Setting/Location: General Urban/Suburban Number of Studies: 1
Avg. Num. of Servicing Positions: 2 Directional Distribution: 67% entering, 33°/o exiting
Vehicle Trip Generation per Servicing Position Average Rate Range of Rates Standard Deviation
3.00 3.00-3.00
Data Plot and Equation Caution - Small Sample Size
en "0 c w 0.
~ II
6 X
5
4
I- 3
2
0o~------------~o~.5~------------~1~.o~------------~1~.5~------------~2~.o
X = Number of Servicing Positions
X Study Site Average Rate
Fitted Curve Equation: Not Given
Trip Generation Manual 10th Edition • Volume 2: Data • Services (Land Uses 900-999)
Quick Lubrication Vehicle Shop (941)
Vehicle Trip Ends vs: Servicing Positions On a: Weekday,
Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m.
Setting/Location: General Urban/Suburban Number of Studies: 10
Avg. Num. of Servicing Positions: 3 Directional Distribution: 56% entering, 44% exiting
Vehicle Trip Generation per Servicing Position Average Rate Range of Rates Standard Deviation
4.85 2.67- 10.00 2.25
Data Plot and Equation
30 X
25
20
"' X " c: w a. ~ X II
15 1-~ ~~x
X
10 x~ ~
X X X X
5
00~--------------~--------------~2--------------~3~--------------~4~
X = Number of Servicing Positions
X Study Site Average Rate
Fitted Curve Equation: Not Given R•= ****
Trip Generation Manual 1Oth Edition • Volume 2: Data • Services (Land Uses 900-999) 275