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CIVIL ENGINEERING PLANS
VALVOLINE INSTANT
OIL CHANGE
MEADOW POND COURT
CITY OF GROVE CITY,
FRANKLIN COUNTY, OHIO
ENGINEER:
CESO, INC.
2800 CORPORATE EXCHANGE DR.
SUITE 160
COLUMBUS, OHIO 43231
CONTACT: ZACH FRESHNER
PHONE (614) 942-3032
EMAIL: [email protected]
CONSTRUCTION MANAGER:
CUSHMAN AND WAKEFIELD
721 EMERSON ROAD, SUITE 300
ST. LOUIS, MO 63141
CONTACT: CHRIS WAYMAN
PHONE: (314) 392-2643
EMAIL: [email protected]
OWNER/DEVELOPER:
VALVOLINE INSTANT OIL CHANGE
3499 BLAZER PARKWAY
LEXINGTON, KY 40509
CONTACT: BRETT HOLTEGEL
PHONE:(859) 357-7641
EMAIL: [email protected]
GOVERNING AGENCIES AND UTILITY COMPANIES:
VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY
ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL
UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT
INFORMATION ON THE PLANS ACCORDING TO THE FOLLOWING FORMAT.
SEWER:
NAME: TBD
GROVE CITY PUBLIC SERVICE DEPT.
3262 VENTURA BLVD.
GROVE CITY, OH 43123
PHONE: (614) 277-1100
GAS SERVICE:
RYAN HERRON
COLUMBIA GAS
P.O. BOX 742510
CINCINNATI, OH 45274
PHONE: (800) 440-6111
WATER:
NAME: TBD
GROVE CITY BUILDING DEPT.
4035 BROADWAY
GROVE CITY, OH 43123
PHONE: (614) 277-3007
COMMUNICATIONS:
AT&T
4108 BUCKEYE PKWY
GROVE CITY, OH 43123
PHONE: (614) 539-0165
STORMWATER:
PUBLIC SERVICE DIRECTOR - CINDY
GROVE CITY PUBLIC SERVICE DEPT.
3262 VENTURA BLVD.
GROVE CITY, OH 43123
PHONE: (614) 277-1100
ELECTRIC:
AEP
1 RIVERSIDE PLAZA
COLUMBUS, OH 43215
PHONE: (614) 716-1000
ZONING:
KIM SHIELDS
4035 BROADWAY
GROVE CITY, OH 43123
PHONE: (614) 277-3007
SHEET INDEX
PROPERTY DATA:
PARCEL OWNER: MEADOW POND PARTNERS
PARCEL ID: 040-013250
ADDRESS: TBD
PROPERTY AREA: 0.695 ACRES
EXISTING PROPOSED
PERVIOUS AREA (COVERAGE %): 0.695 AC. (100%) 0.195 AC. (0%)
IMPERVIOUS AREA (COVERAGE %): 0 AC. (0%) 0.50 AC. (72%)
PROPERTY ZONING: PUD-C
ADJACENT ZONING:
NORTH: PUD-C/MEADOW POND COURT
SOUTH: ROUTE 665
EAST: PUD-C
WEST: PUD-C
EXISTING USE: LAND
PROPOSED USE: VALVOLINE INSTANT OIL CHANGE
BUILDING AREA: 1,690 ± SQ.FT.
BUILDING COVERAGE: 5.58%
BUILDING HEIGHT: REQUIRED PROPOSED
<35' 28'-4"±
BUILDING SETBACKS REQUIRED PROPOSED
FRONTAGE ALONG STREET: 40' 40'
SIDE: NOT FOUND 10'
REAR: 30' 30'
PARKING SETBACKS
FRONT: 10' 10'
SIDE: 10' 10'
REAR: 10' 30'
SIGN SETBACKS 30' 52.7'
PARKING:
REQUIRED PARKING: 1 SPACES PER 200 SQ.FT. OF BUILDING AREA
BUILDING AREA = 1,690 ± SQ.FT.
1,690 / 200 = 8.45 = 9 SPACES REQUIRED
PROVIDED PARKING: 9 SPACES + 1 ADA, TOTAL 10 SPACES
ARCHITECT:
CESO, INC.
8534 YANKEE STREET, SUITE 2B
DAYTON, OH 45458
CONTACT: CHRIS DULEY
PHONE (937) 401-3915
EMAIL: [email protected]
CINCINNATI
TOLEDO
COLUMBUS
CLEVELAND
GROVE CITY
STATE
OF OHIO
LOCATION
MAP NO SCALE
VICINITY MAP
NO SCALE
SITE
FORTY-EIGHT (48) HOURS BEFORE
DIGGING IS TO COMMENCE, THE
CONTRACTORS SHALL NOTIFY THE
FOLLOWING AGENCIES: OHIO
UTILITIES PROTECTION SERVICE AT
811 OR 1/800/362-2764 AND ALL
OTHER AGENCIES WHICH MIGHT
HAVE UNDERGROUND UTILITIES
INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF OHIO UTILITIES
PROTECTION SERVICE
SURVEY PROVIDED BY:
CESO, INC.
8534 YANKEE STREET, SUITE 2B
DAYTON, OH 45458
PHONE: (937) 435-8584
CONTACT: J. BRYANT ABT
DATED: APRIL11, 2017
CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO
BID AND CONSTRUCTION.
OHIO DEPARTMENT OF
TRANSPORTATION STANDARD
CONSTRUCTION DRAWINGS
CATCH BASIN 3A MANHOLE NO. 3
PAVED GUTTER
FLOODPLAIN DESIGNATION:
ACCORDING TO F.I.R.M. NO. 39049C0404K, BEARING AN EFFECTIVE
DATE OF 06/17/2008, THE SUBJECT PROPERTY IS LOCATED IN A ZONE
"X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL FLOOD
PLAIN)
BENCHMARK
SITE BM
ARROW BOLT ON EXISTING FIRE HYDRANT
LOCATED 12 FEET EAST OF EXISTING ELECTRIC BOX
AND 2 FEET NORTH OF EXISTING BACK OF CURB OF
MEADOW POND COURT ELEV = 834.89'
DATUM:
W:\PROJECTS\VALVOLINE\753824-GROVE CITY, OH\03-CIVIL\PLAN\PLOT SHEETS\753824_C1.0 COVER.DWG - 6/26/2017 2:37 PM
JOB NO.:
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SHEET # DESCRIPTION REVISION ISSUE DATE
C1.0
COVER SHEET
- 06-22-2017
C2.0
EXISTING CONDITION AND
DEMOLITION PLAN
- 06-22-2017
C3.0
SITE DEVELOPMENT PLAN
- 06-22-2017
C4.0
GRADING PLAN
- 06-22-2017
C5.0
EROSION CONTROL PLAN
- 06-22-2017
C6.0
UTILITY PLAN
- 06-22-2017
C7.0
CONSTRUCTION DETAILS I
- 06-22-2017
C7.1
CONSTRUCTION DETAILS II
- 06-22-2017
C8.0
PHOTOMETRICS
- 06-22-2017
L1.0
LANDSCAPE PLAN
-
ALTA SURVEY
I
-
7
1
I
-
7
1
H
A
U
G
H
N
R
D
HA
UG
HN
R
D
LO
N
D
O
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G
R
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P
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SEEDS RD
N
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A
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NAVD 88
RO
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RO
UT
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65
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
UGT
UGT
UGT
UGT
STMSTMSTM
W W W W W W W
UGE
UGE
UGE
R/WR/W
R/W
R/WR/WR/WR/WR/WR/W
R/W R/W
X
X
X
X
X
X
X
X
X
X
GGG
MEADOW POND COURT
R/W VARIES
PB 107, PAGE 8
LONDON-GROVEPORT ROAD
STATE ROUTE 665
R/W VARIES
PROPOSED REMAINDER
PARCEL
PART OF LOT 2B OF THE GATEWAY
BUSINESS PARK SUBDIVISION
PLAT BOOK 107, PAGE 8
MEADOW POND PARTNERS LLC.
IN 201611160158223
PART OF PARCEL 040-013250
OURS S LTD.
IN 199911300296314
LOT 2
GATEWAY BUSINESS PARK
PLAT BOOK 86, PAGE 4
OHL
OHL
OHL
OHL
OHL
OHL
OHL OHL OHL
10' UTILITY EASEMENT
PB 107, PAGE 8
100' ELECTRIC EASEMENTCOLUMBUS AND SOUTHERN OHIO
ELECTRIC COMPANYDB 1715, PAGE 290
100'
15' ELECTRICEASEMENT TO AEPIN 201102010016625
COLUMBUS AND SOUTHERN OHIOELECTRIC EASEMENTIN 200705230089980
15' SANITARYSEWER EASEMENTPB 107, PAGE 8
STM
STM
STM
STM
STM
STM
STMSTMSTMSTMSTM
INV 18" CPP = 829.57'
EX. CBT/G = 832.16'INV24" CPP ( N) = 829.26'INV24" CPP (S) = 829.21'INV 18" CPP (W) = 829.46'
SAN
EX. DRAINAGE MHRIM = 833.29INV24" CPP ( N,W) = 829.39'
EX. DRAINAGE MHRIM = 833.08'INV24" CPP ( N,W) = 828.43'
EX. SAN MH(FORCE MAIN)RIM = 832.56'DEPTH = 827.56'PUMP DEPTH = 829.26'
EX. SAN MH(FORCE MAIN)RIM = 832.16'INV 6" PVC(N,E) = 823.02'
(R - N83°31'49"W)
(R - S83°40'31"E)
(R -
N06°
19'29
"E)
(R -
S06°
39'43
"W)
10' CROSSLANDSCAPINGEASEMENT ANDCONSTRUCTIONAGREEMENT, IN199911300296316
23'
25' SEWER EASEMENT
PROPOSED PARCEL
CONTAINING - 0.695 AC
PART OF LOT 2B OF THE GATEWAY
BUSINESS PARK SUBDIVISION
PLAT BOOK 107, PAGE 8
S 83° 39' 23" E126.41'
N 6° 2
0' 36" E
241.6
9'
S 6° 40' 50" W242.01'
N 83° 30' 42" W124.99'
833
833
833
832
831
830
832
831
832
833
833
832
833832
833
833
834
833
834
835
835
835
833
832
832
20' NATURAL GAS EASEMENTCOLUMBIA GAS
IN 201008310112377
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DRAWN:
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REVISIONS
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GRAPHIC SCALE (IN FEET)
20 20 40
1
1. CONTRACTOR SHALL COORDINATE ALL WORK WITH GROVE CITY, AND ALL UTILITY PROVIDERS LOCATED ON-SITE AND IN THE RIGHT OF WAY.
2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER THE GROVE CITY PROJECT SPECIFICATIONS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL OUPS AND THEN TO CONTACT ALL UTILITY COMPANIES TO SCHEDULE UTILITY SERVICE
REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY
COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK.
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE
OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION), ODOT ITEM 614, AND NOB PROJECT SPECIFICATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY THE GOVERNING
AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS
SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL
AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT PERFORMED BY GILES
ENGINEERING ASSOCIATES, INC., DATED APRIL 7TH, 2017. 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 AND
CONSTRUCTION, 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 THESE
CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ITS REMOVAL AND REPAIR.
8. SAWCUT 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 BE
RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED
PEOPLE 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 MUST BE
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 OF THE
ENVIRONMENTAL ENGINEER. CONTRACTOR TO REFERENCE PHASE I ENVIRONMENTAL REPORT PERFORMED BY HAMMONTREE &
ASSOCIATES, DATED DECEMBER 2013.
13. THE REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL BE IN ACCORDANCE WITH JURISDICTIONAL REQUIREMENTS.
14. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING FROM THE REMOVAL OPERATION.
15. ALL MATERIALS AND STRUCTURES DESIGNATED AS “TO BE REMOVED” SHALL BE DISPOSED OFF SITE AND AT THE COST OF THE
CONTRACTOR.
16. DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT OF WAY (UNLESS PLANS OR CITY ENGINEER
SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT.
17. ALL TRENCHES, HOLES AND PITS RESULTING FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BE
BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PERFORMED BY GILES ENGINEERING ASSOCIATES, INC.,
DATED APRIL 7TH, 2017.
18. TREE REMOVAL AND CLEARING AND GRUBBING SHALL BE PERFORMED PER JURISDICTIONAL REQUIREMENTS AND GEOTECH REPORT. STUMP
SHALL BE REMOVED COMPLETELY, INCLUDING ALL ROOTS.
19. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH ANY EXCAVATION OR DEMOLITION.
1. REMOVE CURB AND GUTTER PER CITY REQUIREMENTS.
DEMOLITION GENERAL NOTES
CODED NOTES:
LEGEND
EXISTING PROPOSED
DEMOLITION LIMIT
RIGHT OF WAY LINE
EASEMENT LINE
PROPERTY LINE
R/W
GAS SERVICE LINEG
SANITARY SEWERSAN
DOMESTIC WATER SERVICE LINEW
OVERHEAD ELEC. LINEOHE
UNDERGROUND ELEC. LINEUGE
UNDERGROUND TEL. LINEUGT
SIGN
POWER/TELEPHONE POLE
SANITARY MANHOLEHYDRANT
WATER VALVE
POWER POLE
TELEPHONE POLE
GUY WIRE
GAS VALVE
SANITARY CLEANOUT
CATCH BASIN
STORM MANHOLE
EDGE OF CONCRETE
PAVEMENT / WALK
CURB
PAVEMENT MARKINGS
CURB & GUTTER
ROADWAY CENTERLINE
BUILDING/WALL
SETBACK
FORTY-EIGHT (48) HOURS BEFORE
DIGGING IS TO COMMENCE, THE
CONTRACTORS SHALL NOTIFY THE
FOLLOWING AGENCIES: OHIO
UTILITIES PROTECTION SERVICE AT
811 OR 1/800/362-2764 AND ALL
OTHER AGENCIES WHICH MIGHT
HAVE UNDERGROUND UTILITIES
INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF OHIO UTILITIES
PROTECTION SERVICE
FLOODPLAIN DESIGNATION:
ACCORDING TO F.I.R.M. NO. 39049C0404K, BEARING AN EFFECTIVE
DATE OF 06/17/2008, THE SUBJECT PROPERTY IS LOCATED IN A ZONE
"X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL FLOOD
PLAIN)
BENCHMARK
SITE BM
ARROW BOLT ON EXISTING FIRE HYDRANT
LOCATED 12 FEET EAST OF EXISTING ELECTRIC BOX
AND 2 FEET NORTH OF EXISTING BACK OF CURB OF
MEADOW POND COURT ELEV = 834.89'
DATUM:
NAVD 88
R/W R/W R/W
R/W
R/WR/WR/WR/WR/WR/W
R/W R/W
X
X
X
X
X
X
X
X
X
X
X
MEADOW POND COURT
R/W VARIES
PB 107, PAGE 8
LONDON-GROVEPORT ROAD
STATE ROUTE 665
R/W VARIES
(R - N83°31'49"W)
(R - S83°40'31"E)
(R -
N06°
19'29
"E)
(R -
S06°
39'43
"W)
23'
S 83° 39' 23" E126.41'
N 6° 2
0' 36" E
241.6
9'
S 6° 40' 50" W242.01'
N 83° 30' 42" W124.99'
24.00'5.00'
3.34'18.00'
24.00'18.00'
6.50'
28.00'
10.34'
28.00'
6.50'
10.34' 18.00'
18.00'
24.00'
10.00'
10.77'
21.47'
21.24'
24.00'
28.00'
2
4
.
0
0
'
11.62'
10.60'
10.40'
10.50'
11.03'
9.00'
TY
P.
8.00'
46.00'
5.00'
5.00'
44.14'
37.66'
9.00'
20'R
10'R
5.17'R
12'R
5'R
20'R
24'R
2.5'R
20'R
2'R
8'R
10'R
24.00'
3.25'R
5'R
5'R
31.84'
31.85'
110.68'
110.37'
5.17'R
5'R
14.46'
8'R
PROPOSED PARCEL
CONTAINING - 0.695 AC
PART OF LOT 2B OF THE GATEWAY
BUSINESS PARK SUBDIVISION
PLAT BOOK 107, PAGE 8
OURS S LTD.
IN 199911300296314
LOT 2
GATEWAY BUSINESS PARK
PLAT BOOK 86, PAGE 4
MEADOW POND PARTNERS LLC.
IN 201611160158223
PART OF PARCEL 040-013250
1
8
.
5
6
'
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GRAPHIC SCALE (IN FEET)
20 20 40
FORTY-EIGHT (48) HOURS BEFORE
DIGGING IS TO COMMENCE, THE
CONTRACTORS SHALL NOTIFY THE
FOLLOWING AGENCIES: OHIO UTILITIES
PROTECTION SERVICE AT 811 OR 1
(800) 362-2764 AND ALL OTHER
AGENCIES WHICH MIGHT HAVE
UNDERGROUND UTILITIES INVOLVING
THIS PROJECT AND ARE NONMEMBERS
OF OHIO UTILITIES PROTECTION
SERVICE
1. CONCRETE FLUME.
2. DUMPSTER ENCLOSURE. REFER TO ARCHITECTURAL PLANS FOR DETAILS.
3. MONUMENT SIGN. REFER TO ARCHITECTURAL PLANS FOR DETAILS.
4. LIGHT POLE.
5. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE.
6. ADA RAMP.
7. PAVEMENT MARKINGS.
8. CONCRETE CURB.
9. INTEGRALLY DYED BLACK CONCRETE PLACED AT ENTRANCE AND EXIT APRONS.
10. PAVED GUTTER.
CODED NOTES:
PROPOSED INTEGRALLY
DYED BLACK CONCRETE
LEGEND
PROPOSED
SITE GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL GROVE CITY AND O.S.H.A. STANDARDS. THE CONTRACTOR SHALL OBTAIN FINAL
APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, PRECISE
BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT.
3. ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB OR FACE OF BUILDING, WHERE APPLICABLE.
4. REFER TO CONSTRUCTION DETAILS/ GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS.
5. ALL LIGHTPOLES TO BE LOCATED 2' FROM THE BACK OF CURB, AS MEASURED FROM THE FACE OF POLE FOUNDATION, UNLESS OTHERWISE
DENOTED ON PLANS.
6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH
THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION), ODOT ITEM 614.
7. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED
PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT.
8. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND
CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED.
9. ALL SIGNAGE SHALL COMPLY WITH THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (O.M.U.T.C.D.)
a. STOP SIGN (R1-1 PER SECTION 28.06 O.M.U.T.C.D.)
7. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH ODOT ITEM 641 AND OHIO MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (O.M.U.T.C.D.)
a. LANE LINE: 6” WHITE (PER SECTION 38.04 O.M.U.T.C.D.)
b. PARKING STALLS: 4” WHITE (PER SECTION 38.18 O.M.U.T.C.D.)
c. STOP LINE: 12” WHITE (PER SECTION 38.16 O.M.U.T.C.D.)
d. CROSSWALKS: TRANSVERSE LINES WITH DIAGONAL MARKINGS PER SECTION 38.17 (GAP BETWEEN TRANSVERSE LINES SHALL BE 4')
ALL PAINTED WHITE.
8. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE.
9. NEW CURB AND GUTTER ALONG EXISTING STREETS TO MATCH EXISTING CURB AND GUTTER IN KIND. IF UNDER DRAIN EXISTS, IT SHALL BE
REPLACED.
10. ANY SIDEWALK DAMAGED DURING CONSTRUCTION SHALL BE REPLACED.
11. CONTRACTOR WILL COMPLETE ALL SITE WORK: FINAL GRADING, LANDSCAPING, SEEDING, PAVING, AND REMOVAL OF DEBRIS.
12. HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE IN ACCORDANCE WITH
FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES
ACT ACCESSIBILITY GUIDELINES.
13. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH.
14. SIGNAGE SHOW FOR REFERENCE ONLY. ALL DESIGN AND ENGINEERING SHALL BE UNDER A SEPARATE PERMIT BY THE SIGN VENDOR.
CONCRETE CURB
PROPOSED CONCRETE
WALK / PAVEMENT
SIGN
PARKING SPACE COUNT
DETECTABLE WARNING MAT
LIGHT POLE
RIGHT OF WAY LINE
EASEMENT LINE
PROPERTY LINE
EXISTING
R/W
GAS SERVICE LINEG
SANITARY SEWERSAN
DOMESTIC WATER SERVICE LINEW
OVERHEAD ELEC. LINEOHE
UNDERGROUND ELEC. LINEUGE
UNDERGROUND TEL. LINEUGT
SIGN
POWER/TELEPHONE POLE
SANITARY MANHOLEHYDRANT
WATER VALVE
POWER POLE
TELEPHONE POLE
GUY WIRE
GAS VALVE
SANITARY CLEANOUT
CATCH BASIN
STORM MANHOLE
EDGE OF CONCRETE
PAVEMENT / WALK
CURB
PAVEMENT MARKINGS
CURB & GUTTER
BENCHMARK
8
PROPERTY LINE
RIGHT-OF-WAY
EASEMENT
R/W
ESMT
SETBACK
PIPE BOLLARD
ROADWAY CENTERLINE
BUILDING/WALL
SETBACK
9
9
2
3
5
6
7
7
7
7
8
8
8
8
8
1 10
WALLPACK
⅊
8
7
SIGNAGE
33.90
34.00
34.00
33.90
34.00
33.90
34.00
33.90
34.00
33.75
33.75
33.75
33.75
33.80
33.30
33.80
33.30
33.80
33.30
33.80
33.30
33.50
33.00
33.70
33.20
33.80
33.30
33.80
33.30
33.90
33.90
33.90
33.90
34.15
33.65
34.15
33.65
34.00
33.50
34.00
33.50
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
UGT
UGT
UGT
STMSTMSTM
W WW W W W
UGE
UGE
R/W R/W
R/W
R/WR/WR/WR/WR/W
R/W
X
X
X
X
X
X
X
X
X
GG
MEADOW POND COURT
R/W VARIES
PB 107, PAGE 8
LONDON-GROVEPORT ROAD
STATE ROUTE 665
R/W VARIES
OHL
OHL
OHL
OHL
OHL
OHL OHL OHL
STM
STM
STM
STM
STM
STM
STMSTMSTMSTMSTM
INV 18" CPP = 829.57'
EX. CBT/G = 832.16'INV24" CPP ( N) = 829.26'INV24" CPP (S) = 829.21'INV 18" CPP (W) = 829.46'
SAN
EX. DRAINAGE MHRIM = 833.29INV24" CPP ( N,W) = 829.39'
EX. DRAINAGE MHRIM = 833.08'INV24" CPP ( N,W) = 828.43'
EX. SAN MH(FORCE MAIN)RIM = 832.56'DEPTH = 827.56'PUMP DEPTH = 829.26'
EX. SAN MH(FORCE MAIN)RIM = 832.16'INV 6" PVC(N,E) = 823.02'
23'
833
833
832
831
830
832
831
832
833
833
832
833832
833
833
834
833
834
835
835
835
833
832
W
W
WW
W
SANSAN
G
GG
G
UG
T
UG
T
UG
T
UG
T
UGT
UG
E
U
G
E
UG
E
UG
E
UG
E
U
G
E
6''STM
6''STM
S
T
M
8"
33.44
32.94
33.20
32.70
33.79
33.29
33.60
33.10
33.42
32.92
33.20
32.70
33.11
32.61
32.90
32.40
32.93
32.43
32.80
32.30
32.50
32.00
32.98
32.48
33.20
32.70
33.40
32.90
RIM 32.31
33.90
33.40
33.40
32.90
33.80
33.30
33.30
32.80
32.98
32.48
32.91
32.41
32.86
32.36
33.01
32.51
32.50
32.00
32.08
31.58
31.38
30.88
31.38
30.88
32.00
31.50
32.50
32.00
34.23
33.73
33.90
33.40
34.10
33.60
33.30
RIM 32.23
33.80
33.30
33.0
32.5ME
32.7
32.2ME
29.57ME
CONCRETE FLUME
PAVED GUTTER
34.20
33.70
34.40
33.90
32.83
33.54
33.04
34.00
33.50
1 S.Y. #2
STONE
6" THICK
33.37
32.87
33.20
32.70
832
8
3
3
8
3
3
833
8
3
1
8
3
2
3
1
6
4
5
2
55'~8" STM
@ 0.60%
W:\PROJECTS\VALVOLINE\753824-GROVE CITY, OH\03-CIVIL\PLAN\PLOT SHEETS\753824_C4.0 GRADING.DWG - 6/26/2017 2:38 PM
JOB NO.:
CHECKED:
DRAWN:
DATE:
REVISIONS
SHEET NO.
NO. DATE DESCRIPTION
GR
AD
IN
G P
LA
N
753824
RLK
TJV
JUNE 22, 2017
C4.0
VA
LV
OLIN
E IN
ST
AN
T O
IL C
HA
NG
E
GR
OV
E C
IT
YO
HIO
ME
AD
OW
P
ON
D C
OU
RT
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
0
GRAPHIC SCALE (IN FEET)
20 20 40
FORTY-EIGHT (48) HOURS BEFORE
DIGGING IS TO COMMENCE, THE
CONTRACTORS SHALL NOTIFY THE
FOLLOWING AGENCIES: OHIO UTILITIES
PROTECTION SERVICE AT 811 OR 1
(800) 362-2764 AND ALL OTHER
AGENCIES WHICH MIGHT HAVE
UNDERGROUND UTILITIES INVOLVING
THIS PROJECT AND ARE NONMEMBERS
OF OHIO UTILITIES PROTECTION
SERVICE
BUILDING BLOWUP DETAIL
SCALE: 1" = 10'
STRUCTURE NUMBER
CATCH BASIN
STORM MANHOLE
MAJOR CONTOUR
MINOR CONTOUR
960
962
1
TOP OF CURB
BOTTOM OF CURB
XXX.XX
XXX.XX
RIDGE LINE
REFER TO DEMOLITION PLAN
4" UNDER DRAINUD
SPOT ELEVATION
PROPOSED
XXX.XX
LEGEND
EXISTING
MATCH EXISTING ELEVATION
ME
GRADING PLAN NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL THE LOCAL JURISDICTION REGULATIONS AND CODES AND O.S.H.A. STANDARDS. THE CONTRACTOR SHALL
OBTAIN FINAL PERMITTING AND APPROVAL/INSPECTIONS AS REQUIRED FROM THE LOCAL JURISDICTION.
2. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF EXISTING UNSUITABLE FILL WHERE ENCOUNTERED, RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A
LAWFUL MANNER. ALL ABANDONED UTILITIES UNDERNEATH THE PROPOSED BUILDING SHALL BE REMOVED IN THEIR ENTIRETY.
3. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT.
4. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS
OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR
COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
5. ALL TOPSOIL SHALL BE STRIPPED AND STOCKPILED BEFORE FILL IS PLACED AND USED FOR FINAL LANDSCAPING. THE CONTRACTOR SHALL PRESERVE EXISTING
VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES.
6. ALL WET, OR OTHERWISE UNSUITABLE, SOILS MUST BE STABILIZED. THIS MAY BE ACCOMPLISHED BY DRYING, REMOVAL & REPLACEMENT, REMOVAL & DRYING &
RECOMPACTION, OR SOIL TREATMENT (LIME/CEMENT).
7. ALL CUT OR FILL SLOPES SHALL BE 3H:1V OR FLATTER UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER
DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE STORM WATER POLLUTION PREVENTION OF THE DEVELOPMENT.
9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. SITE GRADING SHALL BE PERFORMED TO PROVIDE
POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE.
10. ALL DISTURBED AREAS ARE TO RECEIVE 4"-6" OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. CONTRACTOR SHALL
SEED.SOD DISTURBED AREAS IN ACCORDANCE WITH LOCAL JURISDICTION SPECIFICATIONS. CONTRACTOR SHALL APPLY FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
11. CONTRACTOR SHALL CONSTRUCT SIDEWALKS SUCH THAT 2% IS THE MAXIMUM CROSS SLOPE, AND 5% IS THE MAXIMUM TRANSVERSE SLOPE, AND CURB RAMPS
SHALL BE CONSTRUCTED PER ODOTS DETAILS, AND THE MAXIMUM SLOPES SHALL NOT BE EXCEEDED. FORMS SHALL BE PLACED FOR SIDEWALK AREA, AND THE
SLOPES ARE TO BE VERIFIED PRIOR TO PLACING CONCRETE. IF SLOPES BECOME AN ISSUE, CONTRACTOR SHALL CONTACT THE ENGINEER.
12. CONTRACTOR SHALL MAINTAIN A MAXIMUM 2% SLOPE IN ADA ACCESSIBLE/HANDICAPPED PARKING LOT AREA.
13. ALL ELEVATIONS SHOWN ARE TOP OF PAVEMENT FINISH GRADE UNLESS OTHERWISE SPECIFIED.
14. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING.
15. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION
TO THE ORIGINAL CONDITION OR BETTER AT NO COST TO OWNER.
16. ADD 800 TO ALL SPOT ELEVATIONS TO OBTAIN ACTUAL ELEVATIONS.
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 ASTM SPECIFICATION D3034, UNLESS DENOTED
OTHERWISE ON PLANS. ALL STORM SEWER PIPES 12” DIAMETER AND GREATER SHALL BE HDPE N-12, WATERTIGHT PIPE AS MANUFACTURED BY ADS, OR APPROVED
EQUAL, UNLESS OTHERWISE NOTED ON PLANS.
3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND NON-CORROSIVE GROUT.
4. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT.
5. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES.
6. 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.
7. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE NOTED.
8. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE
THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
10. ALL PROPOSED MODIFICATIONS TO EXISTING CATCH BASINS AND/OR MANHOLES SHALL BE IN ACCORDANCE WITH STATE DOT STANDARDS AND SPECIFICATIONS.
11. MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE
BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE.
12. PROVIDE FINGER DRAINS PER DETAIL ON ALL PROPOSED CATCH BASINS IN PAVEMENT.
RIP RAP
FLOW ARROW
STORM SEWER STRUCTURE SCHEDULE
NO. STRUCTURE RIM
INVERT(S)
PROPOSED ODOT
CATCH BASIN 3A
W/ FINGER DRAINS
832.23
EXISTING 24" CPP
(N,W) = 828.60'±
PROPOSED 8" CPP
(W) = 829.27'
PROPOSED CLEANOUT 833.24
6" CPP (E,N) = 832.00
PROPOSED CLEANOUT 832.24
6" CPP (S,E) = 831.40
PROPOSED CLEANOUT 833.23
6" CPP (N,W) = 832.00
PROPOSED CLEANOUT 833.07
6" CPP (N,E) = 832.00
MANHOLE WITH SUMP
PUMP (FOR FOUNDATION
DRAIN, SEE SHEETS P-1 &
P-3 FOR DETAILS)
833.95
4" FOUNDATION DRAIN
INV=824.00, 2" FORCE
LINE INV= 831.50
TO BE COORDINATED
PROPOSED ODOT
CATCH BASIN 3A
W/ FINGER DRAINS
832.30
8" CPP (E) = 829.60
1
2
3
4
5
6
7
FFE. = 834.00
FINGER DRAIN
FFE. = 834.00
SEE BLOW UP (THIS SHEET)
TAPER
PAVEMENT 6' TO
CREATE 6" CURB
TAPER
PAVEMENT 6' TO
CREATE 6" CURB
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
UGT
UGT
UGT
STMSTMSTM
W WW W W W
UGE
UGE
R/W R/W
R/W
R/WR/WR/WR/WR/W
R/W
X
X
X
X
X
X
X
X
GG
MEADOW POND COURT
R/W VARIES
PB 107, PAGE 8
LONDON-GROVEPORT ROAD
STATE ROUTE 665
R/W VARIES
OHL
OHL
OHL
OHL
OHL
OHL OHL OHL
10' UTILITY EASEMENT
PB 107, PAGE 8
100' ELECTRIC EASEMENTCOLUMBUS AND SOUTHERN OHIO
ELECTRIC COMPANYDB 1715, PAGE 290
100'
15' ELECTRICEASEMENT TO AEPIN 201102010016625
COLUMBUS AND SOUTHERN OHIOELECTRIC EASEMENTIN 200705230089980
15' SANITARYSEWER EASEMENTPB 107, PAGE 8
STM
STM
STM
STM
STM
STM
STMSTMSTMSTM
INV 18" CPP = 829.57'
EX. CBT/G = 832.16'INV24" CPP ( N) = 829.26'INV24" CPP (S) = 829.21'INV 18" CPP (W) = 829.46'
SAN
EX. DRAINAGE MHRIM = 833.29INV24" CPP ( N,W) = 829.39'
EX. DRAINAGE MHRIM = 833.08'INV24" CPP ( N,W) = 828.43'
EX. SAN MH(FORCE MAIN)RIM = 832.56'DEPTH = 827.56'PUMP DEPTH = 829.26'
EX. SAN MH(FORCE MAIN)RIM = 832.16'INV 6" PVC(N,E) = 823.02'
(R - N83°31'49"W)
(R - S83°40'31"E)
(R -
N06°
19'29
"E)
(R -
S06°
39'43
"W)
10' CROSSLANDSCAPINGEASEMENT ANDCONSTRUCTIONAGREEMENT, IN199911300296316
23'
25' SEWER EASEMENT
833
833
832
831
830
832
831
832
833
833
832
833832
833
833
834
833
834
835
835
835
833
832
20' NATURAL GAS EASEMENTCOLUMBIA GAS
IN 201008310112377
W
W
W
W
W
SAN
SAN
G
GG
G
UG
T
UG
T
UG
T
UG
T
UGT
UG
E
U
G
E
UG
E
UG
E
UG
E
U
G
E
6''STM
6''STM
S
T
M
8"
832
8
3
3
8
3
3
833
8
3
1
8
3
2
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF SF
W:\PROJECTS\VALVOLINE\753824-GROVE CITY, OH\03-CIVIL\PLAN\PLOT SHEETS\753824_C5.0 SWPPP.DWG - 6/26/2017 2:38 PM
JOB NO.:
CHECKED:
DRAWN:
DATE:
REVISIONS
SHEET NO.
NO. DATE DESCRIPTION
ER
OS
IO
N C
ON
TR
OL P
LA
N
753824
RLK
TJV
JUNE 22, 2017
C5.0
VA
LV
OLIN
E IN
ST
AN
T O
IL C
HA
NG
E
GR
OV
E C
IT
YO
HIO
ME
AD
OW
P
ON
D C
OU
RT
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
0
GRAPHIC SCALE (IN FEET)
20 20 40
SWPPP LEGEND:
LIMITS OF DISTURBANCE
SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT
TEMPORARY SEEDING
PERMANENT SEEDING
SF SF
(L.O.D.)
DANDY BAG/CURB INLET PROTECTION
STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PROJECT NARRATIVE:
PLAN ENGINEERS: CESO, INC. CONSTRUCTION MANAGER: CUSHMAN AND WAKEFIELD
2800 CORPORATE EXCHANGE DRIVE, 721 EMERSON ROAD, SUITE 300
SUITE 160 ST. LOUIS, MO 63141
COLUMBUS, OHIO 43231 PHONE: (314) 392-2643
PHONE:(614) 942-3032 CONTACT: CHRIS WAYMAN
CONTACT: ZACH FRESHNER, P.E.
SITE ADDRESS: TBD
THE PROPOSED PROJECT IS THE CONSTRUCTION OF VALVOLINE INSTANT OIL CHANGE. THE SUBJECT PARCEL IS 0.695
ACRES. THE TOTAL DISTURBED AREA IS 0.695 ACRES.
THE SITE DRAINS TO PUBLIC SEWER AND REGIONAL BASIN.
THE PRE-EXISTING CONDITIONS ON-SITE - THE SUBJECT PARCEL IS 0.695 ACRES, ALL OF WHICH WILL BE DISTURBED AS A PART OF THIS
PROJECT.
SOILS ON SITE CONSIST OF:
CrA - CROSBY SILT LOAM, SOUTHERN OHIO TILL PLAIN, 0 TO 2 PERCENT SLOPE (24%)
HYDROLOGIC SOIL GROUP = C/D
Ko - KOKOMO SILTY CLAY LOAM, 0 TO 2 PERCENT SLOPES (76%)
HYDROLOGIC SOIL GROUP = C/D
SEQUENCE OF CONSTRUCTION
1. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN.
2. ENSURE POSITIVE DRAINAGE FROM SITE TO BASINS DURING ALL PHASES OF CONSTRUCTION. STORM DITCHES OR BERMS MAY BE
NECESSARY PRIOR TO STORM STRUCTURE CONSTRUCTION.
3. CONSTRUCT TEMPORARY PARKING AND STORAGE AREA.
4. PERFORM CLEARING AND GRUBBING AS NECESSARY.
5. BEGIN GRADING THE SITE. MAKING SURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND WORKING PROPERLY
THROUGHOUT GRADING OPERATIONS.
6. APPLY TEMPORARY SOIL STABILIZATION WITHIN (7) DAYS OF EXCAVATION.
7. BEGIN CONSTRUCTION OF ALL STORM SEWER AND UNDERGROUND UTILITIES. INSTALL INLET PROTECTION CONCURRENT WITH
CONSTRUCTION OF PROPOSED STORM STRUCTURES.
8. BEGIN CONSTRUCTION OF BUILDING PADS.
9. FINE GRADING AND ENTRY DRIVE SUBGRADE PREPARATION.
10. BEGIN CONSTRUCTION OF PARKING LOT, DRIVES, SIDEWALKS AND CONCRETE FLATWORK.
11. PERMANENTLY SEED REMAINDER OF PERVIOUS AREAS. PERMANENT SEEDING SHALL BE INSTALLED WITHIN (7) DAYS OF
COMPLETION OF FINAL GRADING IN UNPAVED AREAS.
12. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER SITE ACHIEVES "FINAL STABILIZATION".
13. REFER TO LANDSCAPE PLAN FOR LIMITS OF SEEDING.
* CONTRACTOR SHALL MODIFY THE SEQUENCE OF CONSTRUCTION BASED ON SITE CONDITIONS AND CONTRACTOR'S
MEANS AND METHODS. ALL EROSION AND SEDIMENT CONTROL MEASURES FROM THE BEGINNING OF EARTH
DISTURBING ACTIVITIES TO THE FINAL COMPLETION OF THE PROJECT ARE THE RESPONSIBILITY OF THE SITE WORK
CONTRACTOR. CONTRACTOR TO NOTIFY PROJECT MANAGER PRIOR TO CHANGING SEQUENCE OF CONSTRUCTION.
* ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE REQUIRED AS IDENTIFIED BY THE LOCAL INSPECTOR.
EXISTING PROPOSED
TOTAL DISTURBED
AREA
0.695 AC.
PERVIOUS AREA 0.695 AC. 0.195 AC.
IMPERVIOUS AREA 0 AC. 0.50 AC.
DB
PS
TS
CW
CE
FILTER SOCK
FS
MAJOR CONTOUR
MINOR CONTOUR
960
962
CE
CW
PS
TS
PS
TS
PS
TS
DB
FS
FS
FORTY-EIGHT (48) HOURS BEFORE
DIGGING IS TO COMMENCE, THE
CONTRACTORS SHALL NOTIFY THE
FOLLOWING AGENCIES: OHIO
UTILITIES PROTECTION SERVICE AT
811 OR 1/800/362-2764 AND ALL
OTHER AGENCIES WHICH MIGHT
HAVE UNDERGROUND UTILITIES
INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF OHIO UTILITIES
PROTECTION SERVICE
DB
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
UGT
UGT
UGT
STMSTMSTM
W WW
W W
UGE
UGE
R/W
R/W
R/WR/WR/WR/WR/W
R/W
X
X
XX
XX
X
X
GG
MEADOW POND COURT
R/W VARIES
PB 107, PAGE 8
LONDON-GROVEPORT ROAD
STATE ROUTE 665
R/W VARIES
OHL
OHL
OHL
OHL
OHL OHL
10' UTILITY EASEMENT
PB 107, PAGE 8
100' ELECTRIC EASEMENTCOLUMBUS AND SOUTHERN OHIO
ELECTRIC COMPANYDB 1715, PAGE 290
100'
15' ELECTRICEASEMENT TO AEPIN 201102010016625
COLUMBUS AND SOUTHERN OHIOELECTRIC EASEMENTIN 200705230089980
15' SANITARYSEWER EASEMENTPB 107, PAGE 8
STM
STM
STM
STM
STM
STM
STMSTMSTMSTM
INV 18" CPP = 829.57'
EX. CBT/G = 832.16'INV24" CPP ( N) = 829.26'INV24" CPP (S) = 829.21'INV 18" CPP (W) = 829.46'
SAN
EX. DRAINAGE MHRIM = 833.29INV24" CPP ( N,W) = 829.39'
EX. DRAINAGE MHRIM = 833.08'INV24" CPP ( N,W) = 828.43'
EX. SAN MH(FORCE MAIN)RIM = 832.56'DEPTH = 827.56'PUMP DEPTH = 829.26'
EX. SAN MH(FORCE MAIN)RIM = 832.16'INV 6" PVC(N,E) = 823.02'
(R - N83°31'49"W)
(R - S83°40'31"E)
(R -
N06°
19'29
"E)
(R -
S06°
39'43
"W)
10' CROSSLANDSCAPINGEASEMENT ANDCONSTRUCTIONAGREEMENT, IN199911300296316
23'
25' SEWER EASEMENT
20' NATURAL GAS EASEMENTCOLUMBIA GAS
IN 201008310112377
W
WW
WW
SAN SAN
G
GG
G
UG
T
UG
T
UG
T
UG
T
UGT
UG
E
U
G
E
UG
E
UG
E
UG
E
U
G
E
6''STM6''STM
S
T
M
8"
66'~6" PVC SDR35
@ 1% MIN.
20'~6" PVC SDR35
@ 1% MIN.
SANITARY CLEANOUT
RIM = 833'
W:\PROJECTS\VALVOLINE\753824-GROVE CITY, OH\03-CIVIL\PLAN\PLOT SHEETS\753824_C6.0 UTILITY.DWG - 6/26/2017 2:38 PM
JOB NO.:
CHECKED:
DRAWN:
DATE:
REVISIONS
SHEET NO.
NO. DATE DESCRIPTION
UT
ILIT
Y P
LA
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753824
VKG
TJV
JUNE 22, 2017
C6.0
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0
GRAPHIC SCALE (IN FEET)
20 20 40
1. STORM SEWER STRUCTURE. REFER TO GRADING PLAN, SHEET C-4 FOR ADDITIONAL INFORMATION.
2. STORM SEWER PIPE. REFER TO GRADING PLAN, SHEET C-4 FOR ADDITIONAL INFORMATION.
3. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION
4. ELECTRIC SERVICE CONNECTION. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION POINT..
5. TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION.
6. 1" WATER SERVICE LINE PER GROVE CITY AND PROVIDER REQUIREMENTS. CONTRACTOR TO FIELD LOCATED EXISTING POINT OF CONNECTION AND WATER
METER FOR POSSIBLE REUSE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION.
7. GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION.
8. SANITARY SERVICE LINE PER GROVE CITY REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE PER CITY REGULATIONS AND SPECIFICATIONS.
CODED NOTES:
·SEE SHEET C-4 FOR STORM SEWER DETAILS
·SEE ARCHITECTURAL PLANS FOR STUB LOCATIONS
·SEE SHEET C-6.1 FOR UTILITY DETAILS
LEGEND
PROPOSED
CONCRETE CURB
PAVEMENT/WALK
BUILDING
STORM SEWER LINE
STM
SANITARY SEWER LINE
SAN
DOMESTIC WATER SERVICE
LINE
W
GAS SERVICE LINE
OVERHEAD ELEC. LINE
OHE
UNDERGROUND ELEC. LINE
UGE
UNDERGROUND TEL. LINE
UGT
SANITARY CLEANOUT
CATCH BASIN
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 FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING
CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE 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 FINAL CONNECTION 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 PROTECTION WATER 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 AS TO 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.
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 THE REQUIREMENTS OF ASTM D3212 TO PROVIDE A
WATERTIGHT SEAL AND SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
STORM SEWER NOTES:
1. SEE GRADING PLAN FOR STORM SEWER NOTES.
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 WATER OR OTHER LIQUIDS AND ANSI A21.50 (AWWA C150) THICKNESS DESIGN OF IRON PIPE. ALL SERVICE LINES 2” OR
LESS SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN VIEW. SERVICE CONNECTION TO HAVE MINIMUM COVER OF 60” COVER.
2. ALL FITTINGS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA C110 OR AWWA C153. ALL FITTINGS SHALL BE RATED FOR 350 PSI WORKING PRESSURE, HAVE
MECHANICAL JOINTS AND BE COATED AND CEMENT MORTAR LINED IN ACCORDANCE WITH AWWA C104. ALL BOLTS AND NUTS SHALL BE COR-TEN.
3. WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 4'.
4. A SEPARATE GATE VALVE, THE SAME SIZE AS THE METER CONNECTIONS, SHALL BE PLACED ON THE SERVICE PIPE ON BOTH SIDES OF THE METER. SUCH VALVES
SHALL BE EQUAL IN QUALITY TO THE SERVICE COCK.
1
2
3
4
5
7
6
8
1
EXISTING
SEE EXISTING CONDITIONS AND DEMOLITION PLAN
FORTY-EIGHT (48) HOURS BEFORE
DIGGING IS TO COMMENCE, THE
CONTRACTORS SHALL NOTIFY THE
FOLLOWING AGENCIES: OHIO
UTILITIES PROTECTION SERVICE AT
811 OR 1/800/362-2764 AND ALL
OTHER AGENCIES WHICH MIGHT
HAVE UNDERGROUND UTILITIES
INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF OHIO UTILITIES
PROTECTION SERVICE
WATER METER
IRRIGATION
DEDUCT METER
W:\PROJECTS\VALVOLINE\753824-GROVE CITY, OH\03-CIVIL\PLAN\PLOT SHEETS\753824_C7.0 CONSTRUCTION DETAILS.DWG - 6/26/2017 2:38 PM
JOB NO.:
CHECKED:
DRAWN:
DATE:
REVISIONS
SHEET NO.
NO. DATE DESCRIPTION
CO
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I
753824
RLK
TJV
JUNE 22, 2017
C7.0
VA
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ACCESSIBLE PARKING SYMBOL
NTS
LOCATE AT EDGE OF PARKING
SPACE UNLESS ACCOMPANIED
BY "VAN" LETTERING
2
.
5
'
R
L
C
6"
(TY
P.)
6.5'
7.0'
CURB TAPER
NTS
TOP OF CURB
GUTTER LINE
BOTTOM OF CURB
3"
2"
2' 2' 2'
PROPOSED SURFACE COURSE
PROPOSED LEVELING COURSE
PROPOSED BASE
PROPOSED PAVEMENT
EXISTING SURFACE COURSE
EXISTING LEVELING COURSE
EXISTING BASE COURSE
EXISTING SUBGRADE
TYPICAL SAWCUT DETAIL
NTS
SAWCUT LINE
ASPHALT PAVEMENT SECTION
NTS
2" ASPHALT SURFACE COURSE
ODOT STANDARD SPEC. - ITEM 442, TYPE A
2" ASPHALT BINDER COURSE
ODOT STANDARD SPEC. - ITEM 442, TYPE A
8" DENSE GRADES AGGREGATE BASE COURSE
ODOT STANDARD SPEC. - ITEM 304
COMPACTED SUBGRADE TO 95% MAXIMUM DRY
DENSITY PER ASTM D1557 WITHIN 3% ± OF OPTIMUM
MOISTURE CONTENT (8" MIN.)
CONCRETE PAVEMENT SECTION
NTS
6" CONCRETE PAVEMENT
4" COMPACTED AGGREGATE BASE COURSE
COMPACTED SUBGRADE TO 95% MAXIMUM
DRY DENSITY PER ASTM D1557 WITHIN 3% ±
OF OPTIMUM MOISTURE CONTENT
NOTE:
ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION/RECOMMENDATIONS
PREPARED FOR THIS PROJECT. ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE
PERFORMED PER LOCAL AND STATE DEPARTMENT OF TRANSPORTATION STANDARDS.
48"
48"
3" MIN
24"
6" I.D. STEEL STANDARD FILLED
WITH CONCRETE. PAINT WITH
YELLOW REFLECTIVE TRAFFIC
PAINT
CONCRETE FOOTING
FIXED BOLLARD DETAIL
NTS
SURFACE
GROUND/PAVING
ACCESSIBLE
VAN
PARKING
RESERVED
3500 P.S.I. P.C.
CONCRETE
ACCESSIBLE PARKING SIGN
NTS
THIS SIGN TYPICAL AT ALL
ACCESSIBLE PARKING
SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS
REQUIRED BY STATE
OR LOCAL LAW
"U"-CHANNEL
POST (2-lbs./ft.)
4" PIPE BOLLARD PAINTED
TRAFFIC YELLOW, FILLED
w/ CONCRETE.
SLOPE TOP
OF CONCRETE
R7-8
12" x 6"
12" x 9"
5'-0
" (M
IN
)
3'-0
" (M
IN
)
2-0
"
3"
1'-6"
30"
MIN
.
7'-0"
18"
12"
6"
STOP
NOTE:
1. PROVIDE SIGN IN ACCORDANCE WITH MUTCD SPECIFICATIONS.
12" DIA.
STOP SIGN
NTS
METAL SIGN
POST
TOPSOIL
FINISHED
GRADE
BACKFILL
CONCRETE BASE
HEAVY WELDED WIRE FIBRIC (6X6-W2.9 WWF)
X XXX
12"
6"
3/8" EXPANSION JOINT
SECTION A-A
4" ODOT 307 OR 310 AGGREGATE BASE
4" CONCRETE SIDEWALK
3/8" EXPANSION JOINT
RAMP ABUTS CONCRETE
3/8" EXPANSION JOINT WHERE
12:1
MA
XIM
UM
SLO
PE
SLOPE 2:1 MAX
A
A
6'-0" (T
yp)
1:20 MAX.
2% (MAX)
12:1 M
AX
S
LO
PE
2%
M
AX
LAWN
6'-0"
4'-0" (MIN)
1'-0"1'-0"
FULL
CURBCURB
FULL
FLUSH CURB
TRANSITION
CURBCURB
TRANSITION
24"
DETECTABLE WARNINGS
PER SPEC. SECTION 32 13 00.
NOTES
1. CONCRETE SIDEWALK PER DETAIL C/C2.2 AND D/C2.2.
2. CONCRETE CURB PER DETAIL D/C2.2 AND E/C2.2.
SIDEWALK RAMP
NTS
LAWN
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
SE
E
PLA
NS
VA
RIE
S
VA
RIE
S
SE
E
PLA
NS
CURB OR GUTTER LINE
PLAN VIEW
1"
1/4"
R=1/8"
DUMMY JOINT
4"1/2" EXPANSION JOINT
WITH SEALANT
4" MINIMUM COMPACTED GRAVEL BASE
SECTION A-A
4"
EXPANSION JOINT
CONCRETE SIDEWALK DETAIL
NTS
DUMMY JOINT( TYP.)
6" X 6"
W1.2xW1.2 WWF
6" X 6"
W1.2xW1.2 WWF
COMPACTED SUBGRADE
TO 95% MAXIMUM DRY
DENSITY PER ASTM D1557
SEALANT
WOOD OR
FIBER
MOUNT
TRUNCATED DOME PLAN VIEW
4'-0" MIN. (VARIES WITH WIDTH OF RAMP)
0.4"
0.9"
0.2"
(1.6" TO 2.4")
2'-0
"
NOTES:
TRUNCATED DOME SPACING
TRUNCATED DOME SECTION
(1.6" TO 2.4")
1. ALL DETECTABLE WARNING DEVICES USED IN NEW
CONSTRUCTION SHALL BE OF RIGID PRECAST OR EMBEDDED
PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS
WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH PRIOR
APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND
INSTALLATION (IE RESURFACING).
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM
OF 4 FEET AND VARY WITH WIDTH OF RAMP.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEE
REGARDLESS OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN
A CURB RADIUS.
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A
SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO
PERMIT WHEELS TO ROLL BETWEEN DOMES.
6. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND
CAST FROM 5000 PSI CONCRETE.
7. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN
CONCRETE TO ELIMINATE TRIP HAZARD.
8. TRUNCATED DOES TO TO BE BLACK IN COLOR.
DETECTABLE WARNING MAT DETAIL
NOT TO SCALE
AGGREGATE BASE
NOTE:
ASPHALT TURNDOWN TO
OCCUR ANY WHERE ASPHALT
MEETS CONCRETE.
** CONTRACTOR TO MATCH ARCHITECTURAL DETAIL DIMENSION
AT ARCHITECTURAL CONCRETE
CONTRACTOR TO SEAL SURFACE
JOINTS WHERE CONCRETE MEETS
ASPHALT W/ SPEC. PLUS DF SEALER
OR APPROVED EQUAL. CONTRACTOR
TO SAW CUT JOINT TO A DEPTH OF
3/4" AND WIDTH OF 1/4" PRIOR TO
APPLICATION OF JOINT SEAL
SURFACE COURSE
INTERMEDIATE COURSE
CONTRACTOR TO PROVIDE TACK COAT
TO FACE OF CONCRETE SLAB WHERE
CONCRETE SLAB MEETS ASPHALT.
NEW CONCRETE
AGGREGATE
BASE
AGGREGATE
BASE
ODOT #57 STONE
4" PERFORATED PIPE
FILTER FABRIC AROUND
GRANULAR BACKFILL
12"
1'-4"
MIN.
1'-6"**
1'-6"
ASPHALT TURNDOWN
NTS
NOTE:
1. ALL CONCRETE CURBS AND SIDEWALKS
TO BE 4000 P.S.I. CONCRETE
FIN. FLR.
2% CROSS
SLOPE
X XXX
4"
2"
SIDEWALK DETAIL
NTS
BUILDING EXTERIOR WALL
USE ZIP STRIPS- FILL WITH
POURABLE CAULK. WIDTH=
1
2
"
6 x 6 x W1.2XW1.2 WWM
CONCRETE SIDEWALK W/
BROOM FINISH
COMPACTED SUBGRADE TO
95% MAX DRY DENSITY PER
ASTM D1557
8" COMPACTED
GRAVEL BASE
1/2" ISOLATION JOINT HELD
1/2" BELOW FINISH SIDEWALK
WITH SEALANT
8"
4"
2"
18"
6"
6"
5"
4"
X
X
X
X
1/8" PER FOOT
NOTE:
1. ALL CONCRETE CURBS AND SIDEWALKS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS
2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING
1
"
R
INTEGRAL CURB & SIDEWALK ONSITE
NTS
PAVEMENT SEALER (MIN 4" WIDE)
BITUMINOUS
CONCRETE WEARING
COURSE
BITUMINOUS
CONCRETE BINDER
COURSE
TROWELED JOINT
CONCRETE SIDEWALK
SUBBASE
COMPACTED SUBGRADE
CONCRETE CURB
COMPACTED SUBGRADE
SUBBASE
6 x 6 x W1.2 x W1.2 WWM
6"
NOTE:
1. ALL CONCRETE CURBS AND SIDEWALKS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS.
2. CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM. FILL WITH
1
2
" PREFORMED
EXPANSION JOINT RECESSED
1
2
INCH BELOW TOP OF CURB.
3. MAXIMUM HEIGHT OF CURB TO PAVING IS 6".
6"
18"
1
"
R
1
"
R
5"
STRAIGHT FACED CURB DETAIL
NTS
TOPSOIL
PAVEMENT SEALER 4" WIDE
BITUMINOUS
CONCRETE WEARING
COURSE
BITUMINOUS
CONCRETE BINDER
COURSE
SUBBASE
COMPACTED SUBGRADE
CAST IN PLACE
CONCRETE CURB
20' OF 4" DIA. PERFORATED
POLYETHELENE PIPE WITH CLEAN
GRAVEL AND FILTER FABRIC (02375) IN
PAVED AREAS (TYP.)
PROVIDE 5' OF 4" DIA. PERFORATED
POLYETHELENE PIPE ON THE UPSTREAM
SIDE OF ALL CATCH BASINS AS DRAIN
FOR ROCK TRENCH BACKFILL.
UNDERDRAIN TO INCLUDE CLEAN
GRAVEL AND FILTER FABRIC ENVELOPE.
20' OF 4" DIA.
PERFORATED
POLYETHELENE PIPE
5' OF 4" DIA. PERFORATED
POLYETHELENE PIPE
B
B
A A
SECTION B-B
PAVEMENT
FILTER FABRIC (02375) WITH
8" MIN. OVERLAP.
FINAL TRENCH BACKFILL UNDER PAVEMENT
WITH MATERIAL AND COMPACTION PER
SPECIFICATIONS.
4" DIA. PERFORATED POLYETHELENE PIPE
CLEAN GRAVEL AND COMPACTION PER DOT
AND LOCAL SPECIFICATIONS
4" MIN.
24" MIN.
20"
MIN.
PLAN
variable
diam
eter
SECTION A-A
FINGER DRAIN DETAILS
24
"
TOP OF
SUB-GRADE
diam
eter
variable
NTS
W:\PROJECTS\VALVOLINE\753824-GROVE CITY, OH\03-CIVIL\PLAN\PLOT SHEETS\753824_C8.0 CONSTRUCTION DETAILS.DWG - 6/26/2017 2:38 PM
JOB NO.:
CHECKED:
DRAWN:
DATE:
REVISIONS
SHEET NO.
NO. DATE DESCRIPTION
CO
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TR
UC
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II
753824
RLK
TJV
JUNE 22, 2017
C7.1
VA
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
UGT
UGT
UGT
UGT
STMSTMSTM
W W W
UGE
UGE
UGE
R/W R/W R/W R/W
R/WR/W
R/W R/W
X
X
XX
XX
X
X
XXX
GGG
MEADOW POND COURT
R/W VARIES
PB 107, PAGE 8
LONDON-GROVEPORT ROAD
STATE ROUTE 665
R/W VARIES
OHL
OHL
OHL
OHL
OHL
OHL
OHL
OHL OHL OHL
STM
STM
STM
STM
STM
STM
STMSTMSTMSTMSTM
SAN
(R - N83°31'49"W)
(R - S83°40'31"E)
(R -
N06°
19'29
"E)
(R -
S06°
39'43
"W)
23'
WP100
MH: 10
SF4_BS
MH: 25
SF4_BS
MH: 25
WP100
MH: 10
SF4_BS
MH: 25
WP100
MH: 10
WP100
MH: 10
WP100
MH: 10
1.5 1.8 1.8 1.4 2.2 1.6 1.5 1.2 0.7
1.4 2.1 2.4 2.4 2.5 2.3 2.4 2.1 1.3 0.8 0.5
1.0 1.8 2.5 2.2 2.2 2.5 2.6 1.7 1.1 0.8 0.6
0.8 1.2 1.92.5 2.0 1.4 0.9 0.7
0.7 0.9 1.3 1.5 1.6 1.8 1.7 1.5 1.1 0.9
0.6 0.9 1.3 1.8 1.8 1.4 1.9 2.3 1.7 1.3
0.5 1.0 2.5 6.6 4.9 2.1 3.0 8.0 2.8 1.7
0.5 1.1 4.9 29.6 15.8 2.8 5.8 32.3 15.3 3.9 1.8
0.5 0.8 1.3
2.4 2.0
0.7 2.4 7.7
2.6 1.3
0.9 4.2 28.4
2.5 1.3
0.9 3.1 15.8 33.6 32.3 16.3 2.2 2.6 2.6 2.3 2.0
0.6 1.5 4.1 7.3 7.2 4.8 2.2 2.0 2.5 2.3 1.5
0.5 0.9 1.5 2.0 2.0 1.8 1.4 1.3 1.6 2.0 1.5
0.5 0.7 0.9 1.1 1.2 1.2 1.2 1.1 1.2 1.3 1.2
0.6 0.7 0.9 1.1 1.3 1.3 1.2 1.1 1.1 1.0 0.9
0.6 0.8 1.1 1.5 1.6 1.7 1.5 1.2 1.0 0.9 0.7
0.7 1.0 1.7 2.3 2.2 2.4 2.3 1.5 1.0 0.8
1.5 2.4 2.4 2.2 2.1 2.6 2.1 1.2 0.8 0.6
1.1 1.9 2.2 2.2 2.4 2.5 2.4 2.2 1.6 0.9 0.5
1.0 1.3 1.5 2.0 1.3 1.4 1.9 1.4 1.2 0.8 0.5
0.9 0.6 0.5
0.3 0.4 0.2 0.1 0.3 0.5 0.4 0.2 0.1 0.5 0.3 0.2 0.2
0.1
0.2
0.2
0.3
0.3
0.4
0.4
0.4
0.5
0.1
0.3
0.3
0.3
0.3
0.2
0.5
0.5
0.4
0.4
0.3
0.2
0.2
0.2
0.1
0.10.10.10.10.10.00.00.00.00.00.00.10.1
0.2
0.6
0.8
0.9
0.7
0.6
0.5
0.5
0.4
0.3
0.3
0.3
0.4
0.4
0.4
0.3
0.4
0.5
0.5
0.5
0.6
0.7
0.6
0.4
W
WW
WW
SAN SAN
G
GG
G
UG
T
UG
T
UG
T
UG
T
UGT
UG
E
U
G
E
UG
E
UG
E
UG
E
U
G
E
6''STM6''STM
S
T
M
8"
Luminaire Schedule
Symbol Qty Label Arrangement LLF Description Arr. Watts Arr. Lum. Lumens BUG Rating
3 SF4_BS SINGLE 0.855 1-EALP015F4AF750NDD1BLCKF with 1-ELS-EAL-RBL-BLCK 136 14300 B2-U0-G3
5 WP100 SINGLE 1.000 1-LED-21100FCT-UNV-850 101.14 10064 B3-U0-G2
Calculation Summary Illuminance Foot-candles
Label Avg Max Min Avg/Min Max/Min # Pts
Hardscape 2.77 33.6 0.5 5.54 67.20 206
Horz Spill Prop Line @ Grade 0.31 0.9 0.0 N.A. N.A. 74
W:\PROJECTS\VALVOLINE\753824-GROVE CITY, OH\03-CIVIL\PLAN\PLOT SHEETS\753824_C9.0 PHOTOMETRICS.DWG - 6/26/2017 2:38 PM
JOB NO.:
CHECKED:
DRAWN:
DATE:
REVISIONS
SHEET NO.
NO. DATE DESCRIPTION
PH
OT
OM
ET
RIC
S
753824
RLK
TJV
JUNE 22, 2017
C8.0
VA
LV
OLIN
E IN
ST
AN
T O
IL C
HA
NG
E
GR
OV
E C
IT
YO
HIO
ME
AD
OW
P
ON
D C
OU
RT
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
0
GRAPHIC SCALE (IN FEET)
20 20 40
ALL LIGHT FIXTURES SHALL BE OF A DIRECTIONAL TYPE THAT SHIELDS
THE LIGHT SOURCE FROM DIRECT VIEW FROM ANY ADJOINING, A, R,
R-TH, MH, TND, OR R-MF DISTRICT OR PUBLIC RIGHT OF WAY.
FORTY-EIGHT (48) HOURS BEFORE
DIGGING IS TO COMMENCE, THE
CONTRACTORS SHALL NOTIFY THE
FOLLOWING AGENCIES: OHIO
UTILITIES PROTECTION SERVICE AT
811 OR 1/800/362-2764 AND ALL
OTHER AGENCIES WHICH MIGHT
HAVE UNDERGROUND UTILITIES
INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF OHIO UTILITIES
PROTECTION SERVICE
