lot #4 upper metro place city of dublin, franklin … · 對the requirements for confined spaces...

MARRIOTT HOTELCITY OF DUBLIN

FRANKLIN COUNTY, OHIO

VICINITY MAPN.T.S

ENGINEERRVP ENGINEERING, LLC

6230 CENTRE PARK DRIVE, SUITE C

WEST CHESTER, OHIO 45069

(513) 823-2157

INDEXTITLE SHEET.........................................................................C100

BASEMAP & DEMOLITION PLAN..........................................C110

LOCATION PLAN....................................................................C120

UTILITY PLAN.........................................................................C130

UTILITY PROFILES.................................................................C131

GRADING PLAN.....................................................................C140

EROSION NOTES AND DETAILS..........................................C141

LANDSCAPE PLAN ................................................................L100

LANDSCAPE PLAN DETAILS.................................................L200

SPECIFICATIONS & PLANTING DETAILS.............................L300

GENERAL NOTES

APPLICANTSTONEHENGE BUILDING GROUP

8825 CHAPEL SQUARE DRIVE, SUITE 100

CINCINNATI, OH 45249

(513) 266-7408

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UTILITIES NOTIFICATION AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION OPERATIONS IN AN AREA WHICH MAY INVOLVE UNDERGROUND UTILITY FACILITIES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, THE REGISTERED UTILITY PROTECTION SERVICE AND THE OWNERS OF EACH UNDERGROUND UTILITY FACILITY SHOWN ON THE PLAN. THE OWNER OF THE UNDERGROUND FACILITY SHALL, WITHIN 48 HOURS (EXCLUDING SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS), MARK THE LOCATION OF THE UNDERGROUND UTILITY FACILITIES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO INDICATE THEIR COURSE AND THE APPROXIMATE DEPTH AT WHICH THEY WERE INSTALLED. THE MARKING OR LOCATING SHALL BE COORDINATED TO STAY APPROXIMATELY TWO DAYS AHEAD OF THE PLANNED CONSTRUCTION.

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1.City of Columbus and Ohio Department of Transportation Construction and Material City of Columbus and Ohio Department of Transportation Construction and Material Specifications, current editions, and any supplements thereto (hereafter referred to as Standard Specifications), shall govern all construction items unless otherwise noted. If a conflict between specifications is found, the more strict specification will apply as decided by the City Engineer. Item Numbers listed refer to City of Columbus Item Numbers unless otherwise noted. 2.The City Engineer will not be responsible for means, methods, procedures, techniques, or The City Engineer will not be responsible for means, methods, procedures, techniques, or sequences of construction that are not specified herein. The City Engineer will not be responsible for safety on the work site, or for failure by the Contractor to perform work according to contract documents. 3.The Developer or Contractor shall be responsible to obtain all necessary permits including but not The Developer or Contractor shall be responsible to obtain all necessary permits including but not limited to Ohio EPA Permits to Install (PTI) and Notices of Intent (NOI), Building Permits, etc. 4.The Contractor shall notify the City of Dublin Division of Engineering in writing at least 3 The Contractor shall notify the City of Dublin Division of Engineering in writing at least 3 working days prior to beginning construction. 5.The Contractor shall be solely responsible for complying with all federal, state and local safety The Contractor shall be solely responsible for complying with all federal, state and local safety requirements including the Occupational Safety and Health Act of 1970. The Contractor shall exercise precaution always for the protection of persons (including employees) and property. It shall also be the sole responsibility of the Contractor to initiate, maintain and supervise all safety requirements, precautions and programs in connection with the work, including the requirements for confined spaces per 29 CFR 1910.146. 6.Following completion of construction of the site improvements and before requesting occupancy, a Following completion of construction of the site improvements and before requesting occupancy, a proof survey shall be provided to the Division of Engineering that documents "as-built" elevations, dimensions, slopes and alignments of all elements of this project. The proof survey shall be prepared, signed and submitted by the Professional Engineer who sealed the constructions drawings. 7.The Contractor shall restrict construction activity to public right-of-way and areas defined as The Contractor shall restrict construction activity to public right-of-way and areas defined as permanent and/or temporary construction easements, unless otherwise authorized by the City Engineer. 8.The Contractor shall carefully preserve benchmarks, property corners, reference points, stakes and The Contractor shall carefully preserve benchmarks, property corners, reference points, stakes and other survey reference monuments or markers. In cases of willful or careless destruction, the Contractor shall be responsible for restorations. Resetting of markers shall be performed by an Ohio Professional Surveyor as approved by the City Engineer. 9.Non-rubber tired vehicles shall not be moved on or across public streets or highways without the Non-rubber tired vehicles shall not be moved on or across public streets or highways without the written permission of the City Engineer. 10.The Contractor shall restore all disturbed areas to equal or better condition than existed before The Contractor shall restore all disturbed areas to equal or better condition than existed before construction. Drainage ditches or watercourses that are disturbed by construction shall be restored to the grades and cross-sections that existed before construction. 11.Tracking or spilling mud, dirt or debris upon streets, residential or commercial drives, sidewalks or Tracking or spilling mud, dirt or debris upon streets, residential or commercial drives, sidewalks or bike paths is prohibited according to Section 97.38 of the Dublin Code of Ordinances. Any such occurrence shall be cleaned up immediately by the Contractor at no cost to the City. If the Contractor fails to remove said mud, dirt, debris, or spillage, the City reserves the right to remove these materials and clean affected areas, the cost of which shall be the responsibility of the Contractor. 12.Disposal of excess excavation within Special Flood Hazard Areas (100-year floodplain) is not Disposal of excess excavation within Special Flood Hazard Areas (100-year floodplain) is not permitted. 13.All signs, landscaping, structures or other appurtenances within right-of-way disturbed or damaged All signs, landscaping, structures or other appurtenances within right-of-way disturbed or damaged during construction shall be replaced or repaired to the satisfaction of the City Engineer. The cost of this work shall be the responsibility of the Contractor. 14.All field tile broken or encountered during excavation shall be replaced or repaired and connected All field tile broken or encountered during excavation shall be replaced or repaired and connected to the public storm sewer system as directed by the City Engineer. The cost of this work shall be the responsibility of the Contractor. 15.All precast concrete products shall be inspected at the location of manufacture. Approved precast All precast concrete products shall be inspected at the location of manufacture. Approved precast concrete products will be stamped or have such identification noting that inspection has been conducted by the City of Columbus. Precast concrete products without proof of inspection shall not be approved for installation. 16.Backfill within a 1:1 influence line of existing structures (houses, garages, etc.) or public Backfill within a 1:1 influence line of existing structures (houses, garages, etc.) or public infrastructure (pavement, curbs, sidewalks, bike paths, etc.) shall be compacted granular backfill according to Item 912 of the Standard Specifications or Flowable CDF, Type III according to Item 636.1 Item 911 of the Standard Specifications shall be used elsewhere. 17.The Contractor shall submit a copy of the approved construction drawings and a list of proposed The Contractor shall submit a copy of the approved construction drawings and a list of proposed precast concrete product manufacturers to the City of Columbus Construction Inspection Division before commencing construction.

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THE STANDARD SPECIFICATIONS OF THE STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PROPOSAL SHALL GOVERN THIS PROJECT UNLESS OTHERWISE SPECIFIED. WHEN IN CONFLICT, THE HAMILTON COUNTY REQUIREMENTS SHALL PREVAIL.

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SITE

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TRAFFIC CONTROL DEVICES)

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(OHIO MANUAL OF UNIFORM

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R7-H8B

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MAXIMUM

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$500 FINE

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$500 FINE

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MAXIMUM

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60" MIN.

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60" MIN.

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R7-8

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R7-8A

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ACCESSIBLE PARKING SIGN DETAIL

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N.T.S.

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NOTE: ONE PARKING SPACE MINIMUM SHALL BE DESIGNATED AS

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"VAN ACCESSIBLE". LOCATION AS NOTED ON THE DRAWINGS.

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ONE SIGN TO BE INSTALLED AT EACH ACCESSIBLE PARKING SPACE

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RESERVED

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PARKING

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PARKING

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RESERVED

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VAN

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ACCESSIBLE

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SIGN

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1. 12" X 6" X 16 GA. STEEL

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WITH WHITE BACKGROUND.

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2. GREEN LETTERING AND BORDER

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R7-H8B NOTES:

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SIGN

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1. 12" X 18" X 16 GA. STEEL

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ARROW WITH WHITE BACKGROUND.

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2. GREEN LETTERING, BORDER, AND

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R7-8 NOTES:

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WHITE HANDICAP SYMBOL IN BLUE

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BOX.

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R7-8A NOTES:

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2. GREEN LETTERING AND BORDER

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WITH WHITE BACKGROUND.

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1. 12" X 6" X 16 GA. STEEL

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SIGN

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GENERAL NOTES:

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1. U-TYPE FLANGED STEEL SIGN POST

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SET IN EARTH, IF OUTSIDE PAVEMENT

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EDGE, OR IN CONCRETE, IF WITHIN

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PAVEMENT, TO A MINIMUM DEPTH OF

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3'-0".

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BARRIER CURB (ODOT TYPE 6)

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N.T.S.

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NORMAL WIDTH OF PAVEMENT

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18"

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12"

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1/4" R

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6"

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3" R

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6"

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5"

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PAVEMENT

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6"

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12"

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6"

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3/8"

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6"

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1/2"

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(COMPACTED)

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GRAVEL FILL

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6x6W1.4xW1.4

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FILLER MAT

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SEALANT & JOINT

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5"

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5"

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6"

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1 1/2"

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WWF

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3/8"

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N.T.S.

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1.0% MIN

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TYPICAL EXTERIOR CONCRETE SLAB WALK

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PAVEMENT

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ASPHALT

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ADJACENT

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%%UJOINT

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%%UCURB

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1/2"R

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30'-0" OC MAX

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%%UJOINT

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EXPANSION

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7"

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%%UEDGE

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%%UINTERSECTION

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SLAB

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BUILDING

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1/2"

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BUILDING LINE

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1/2"R

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6'-0" OC MAX

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CONTROL

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(WHERE APPLICABLE)

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N.T.S.

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AGGREGATE BASE

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6" ODOT ITEM 304

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ASPHALT CONC. AC-20

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1-1/2" ODOT ITEM 448

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2" ODOT ITEM 448

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ASPHALT CONC. AC-20

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ODOT ITEM 203

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STANDARD ASPHALT PAVEMENT

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SURFACE COURSE

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INTERMEDIATE COURSE

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SUBGRADE WITH

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GEOTECHNICAL ENGINEER'S

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204.06 PROOFROLLING

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N.T.S.

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CURB RAMP DETAILS

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BOLLARD DETAIL

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TYPICAL PIPE

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REFER TO

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SCALE:

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DATE:

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DRAWN:

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DESIGNED:

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CHECKED:

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XREF:

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Page

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REVISIONS

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JOB NO.:

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ELECTRONIC DATA FILES HAVE BEEN USED BY RVP ENGINEERING FOR THE SOLE PURPOSE OF GENERATING THIS PLAN DRAWING. THE APPROVED PLAN DRAWING REPRESENTS ACTUAL DESIGN INTENT IN CASE OF DISCREPANCIES BETWEEN ELECTRONIC DATA FILES AND THE APPROVED PLAN DRAWING. RVP ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY USE OR MANIPULATION OF ELECTRONIC DATA FILES BY OTHERS TO GENERATE BID PROPOSALS, PREPARE ESTIMATES, PERFORM CONSTRUCTION LAYOUT OR ANY OTHER USE. THE USE OR REUSE OF ELECTRONIC DATA FILES IS AT THE USER'S RISK AND FULL LEGAL RESPONSIBILITY.

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MAY 2, 2017

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WCD

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SAD

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RVP

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16061

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STONEHENGE DUBLIN HOTEL

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1 REVISION PER CITY OF DUBLIN 2017-06-01

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N.T.S.

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AGGREGATE BASE

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6" ODOT ITEM 304

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ASPHALT CONC. AC-20

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ASPHALT CONC. AC-20

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ODOT ITEM 203

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HEAVY DUTY ASPHALT PAVEMENT

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SURFACE COURSE

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INTERMEDIATE COURSE

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SUBGRADE WITH

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GEOTECHNICAL ENGINEER'S

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204.06 PROOFROLLING

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NOTE: FLARED RAMP SIDES SHALL NOT EXCEED 1:10. IF THE DISTANCE TO THE BACK OF THE RAMP IS LESS THAN 4', SIDES SHALL NOT EXCEED A 1:12 SLOPE.

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B

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WALK

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60" MIN

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VARIABLE

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A

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PAVEMENT

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WALK

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VARIABLE

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SECTION B-B

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6'-0" MIN.

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RAMP LENGTH

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A

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3'-0"

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5'-0"

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B

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12:1 SLOPE MAX

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SECTION A-A

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6'-0" MIN.

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3'-0"

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WALK

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60" X 60" LANDING

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60" WIDE RAMP

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STANDARD MINIMUM

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L

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C

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90°

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DETECTABLE WARNING STRIP

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(WIDTH OF RAMP BY 2 FT. DEEP)

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1:12 MAX LOW SIDE RAMP

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5' MIN LANDING

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1:12 MAX HIGH SIDE RAMP

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5' MIN

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N.T.S

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N.T.S

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6.500 ACRES

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ESA P PORTFOLIO L.L.C.

IN. 201212060187872

3.279 ACRES (ORIGINAL)

2.957 ACRES (RESIDUAL)

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NW COR. LP BASE

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6.500 ACRES

PARCEL NO. 273-009974

SHIHASI METRO PLACE, LLP

IN 201605020054093

2.399 ACRES

N

1

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'4

8

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9

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0

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567.8

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R=220.00'

L=325.38'

Δ=84°44'21"

BEARING=N55°17'59"E

CHORD=296.52'

S05°03'42"W

199.20'

216.2

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331.4

5'

LOT 4

INV IN=861.39 (22") W

INV OUT=861.39 (22") E

RIM=871.99

EX.SAN.M.H.

INV IN=860.19 (22") W

INV OUT=860.19 (22") E

RIM=871.05

EX.SAN.M.H.

INV OUT=861.84 (22") E

RIM=865.70

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INV IN=866.56 (15") NW

INV OUT=866.56 (15") NE

RIM=873.54

EX.STM.M.H.

INV IN=866.28 (15") SW

INV OUT=866.13 (18") E

RIM=872.81

EX.STM.M.H.

INV OUT=866.77 (15") SE

GRATE=871.73

EX.CB.

INV IN=866.75 (15") NW

INV OUT=866.75 (15") SE

GRATE=871.70

EX.CB.

INV IN=865.89 (18") W

INV OUT=865.84 (18") E

RIM=871.58

EX.STM.M.H.

INV IN=864.35 (24") W

INV OUT=864.25 (24") S

INV IN=864.60 (15") E

GRATE=871.48

EX.STM.M.H.

INV IN=865.24 (15") N

INV IN=865.09 (18") W

INV OUT=865.04 (24") E

RIM=870.63

EX.STM.M.H.

INV IN=863.93 (12") W

INV IN=864.03 (24") N

INV OUT=863.93 (24") E

RIM=869.49

CONNET TO EX.STM.M.H.

W/12" PIPE

INV IN=865.26 (15") N

INV OUT=865.26 (15") S

GRATE=868.86

EX.CB.

INV OUT=866.37 (15") S

GRATE=868.79

EX.CB.

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EX

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DEMO EXISTING

APRON & GRAVEL

DEMO EXISTING

TREELINE

EXISTING WALLS BE

REMOVED OR RELOCATED

SAWCUT AND DEMO

EXISTING WALK

SAWCUT AND DEMO EXISTING

WALK

SAWCUT EXISTING

CURB & REMOVE

SAWCUT EXISTING

CURB & REMOVE

DEMO EXISTING CURB

DEMO EXISTING CURB

RELOCATE

EXISTING BOXES

0 4010 20

DEMO EXISTING TREE

EXISTING LIGHT POLE

TO BE REMOVED BY OTHERS


ublin H

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15"

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WV

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15"

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3"

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SCALE:

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DRAWN:

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REVISIONS

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JOB NO.:

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MAY 2, 2017

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WCD

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SAD

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RVP

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16061

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1"=20'

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NOTE: : UNDERGROUND UTILITIES ARE PLOTTED FROM A COMPILATION OF AVAILABLE RECORD INFORMATION AND SURFACE INDICATIONS OF UNDERGROUND STRUCTURES AND MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES CANNOT BE VERIFIED. PLEASE NOTIFY THE OHIO UTILITY PROTECTION SERVICE AT 1-800-362-2764 BEFORE ANY PERIOD OF EXCAVATION OR CONSTRUCTION ACTIVITY.

LOT 2

6.500 ACRES

15' E

AS

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30' B

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IN. 201212060187872



UP

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CD

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338.8

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BOX CUT

NW COR. LP BASE

ELEV=870.04'

BM

BOX CUT

NW COR. LP BASE

ELEV=872.92'

LOT 2

6.500 ACRES

PARCEL NO. 273-009974


IN 201605020054093

2.399 ACRES

N

1

2

°5

5

'4

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"E

9

.0

0

'

N83°19'1

1"W

567.8

6'

R=220.00'

L=325.38'

Δ=84°44'21"


CHORD=296.52'

S05°03'42"W

199.20'

216.2

9'

331.4

5'

LOT 4

DUMPSTERENCLOSURE

PROPOSED TOWNEPLACE SUITES12,734 SF / FLOOR5-STORIES, 105 GUEST ROOMSFF.=874.00

AP

PR

O

XIM

AT

E L

O

CA

TIO

N O

F

UN

DE

RG

RO

UN

D D

ET

EN

TIO

N

7

6

5

INV IN=863.93 (12") W

INV IN=864.03 (24") N

INV OUT=863.93 (24") E

RIM=869.49


W/12" PIPE

EX

. 24" S

TM

@

0.0

7%

10 S

PA

CE

S @

9' =

90'

11 S

PA

C

ES

@

9' =

99'

3 S

PA

CE

S @

9' =

27'

10 S

PA

CE

S @

9' =

90'

10 S

PA

CE

S @

9' =

90'

10 S

PA

CE

S @

9' =

90'

R

3

'

R

1

0

'

R

1

0

'

R

3

'

R

4

.

5

'

R4.5'

R4.5'

R4.5'

R

1

0

'

R

1

0

'

R

1

0

'

22'

18'

18'

22'

18'

2 S

PA

CE

S

@

9' =

18'

22'

18'

18'

22'

18'

24'

8'

9'

9'

5'

9'

9'

5'

9'

12'

24'

C100

1

C100

2

C100

2

C100

2

C100

1

C100

3

C100

3

C100

3

C100

3

C100

3

C100

3

C100

3

C100

3

C100

4

C100

4

C100

4

C100

4

C100

5

INV IN=861.39 (22") W

INV OUT=861.39 (22") E

RIM=871.99

EX.SAN.M.H.

INV IN=860.19 (22") W

INV OUT=860.19 (22") E

RIM=871.05

EX.SAN.M.H.

INV OUT=861.84 (22") E

RIM=865.70

EX.SAN.M.H.

E

X

. 2

2

" S

A

N

@

0

.2

1

%

EX

. 22" S

AN

@

0.3

5%

INV OUT=866.77 (15") SE

GRATE=871.73

EX.CB.

INV IN=866.75 (15") NW

INV OUT=866.75 (15") SE

GRATE=871.70

EX.CB.

INV IN=866.56 (15") NW

INV OUT=866.56 (15") NE

RIM=873.54

EX.STM.M.H.

INV OUT=866.37 (15") S

GRATE=868.79

EX.CB.

INV IN=865.26 (15") N

INV OUT=865.26 (15") S

GRATE=868.86

EX.CB.

INV IN=866.28 (15") SW

INV OUT=866.13 (18") E

RIM=872.81

EX.STM.M.H.

INV IN=865.89 (18") W

INV OUT=865.84 (18") E

RIM=871.58

EX.STM.M.H.

INV IN=865.24 (15") N

INV IN=865.09 (18") W

INV OUT=865.04 (24") E

RIM=870.63

EX.STM.M.H.

R

2

0

'

R

1

5

'

E

X

.

1

5

"

S

T

M

@

0

.

0

6

%

E

X

.

1

5

"

S

T

M

@

1

.

0

2

%

E

X

.

1

5

"

S

T

M

@

0

.

3

4

%

E

X

. 1

8

"

S

T

M

@

0

.2

2

%

EX

. 18" S

TM

@

0.4

5%

EX

. 24" S

TM

@

0.3

3%

EX

. 15" S

TM

@

3.09%

EX

. 15" S

TM

@

0.12%

EX

. 24" S

TM

@

0.12%

INV IN=864.35 (24") W

INV OUT=864.25 (24") S

INV IN=864.60 (15") E

RIM=871.48

EX.STM.M.H.

R10'

R

10'

R4.5'

EN

TR

AN

CE

SIG

N

EN

TR

AN

C

E

SIG

N

2

4

3

C100

4

C100

4

10 S

PA

CE

S @

9' =

90'

R4.5'

R4.5'

11 S

PA

CE

S @

9' =

99'

11 S

PA

CE

S @

9' =

99'

R4.5'

22'

18'

18'

22'

18'

8

10 S

PA

CE

S @

9' =

90'

9

S

P

A

C

E

S

@

9

'

=

9

0

'

MAR

RIO

TT H

OTE

LLO

T #

4 U

PPER

MET

RO P

LAC

EC

ITY

OF

DU

BLIN

, FRA

NKL

IN C

OU

NTY

, OH

IO

C120

LOC

ATI

ON

PLA

N

0 4010 20

NOTE:

ALL DIMENSIONS ARE

FACE OF CURB

HEAVY DUTY ASPHALT


ublin H

otel\D

WG

\SH

EETS\16061LO

C.dw

g, 6/14/2017 12:56:56 PM

, Shane

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REVISIONS

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JOB NO.:

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MAY 2, 2017

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WCD

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SAD

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RVP

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16061

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1"=20'

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LOT 2

6.500 ACRES

15' E

AS

EM

EN

T

PB

90 P

G 94

30' B

UIL

DIN

G S

ET

BA

CK

18' P

AR

KIN

G S

ET

BA

CK

25' B

UILD

IN

G S

ET

BA

CK

5' P

AR

KIN

G S

ET

BA

CK

5' B

UIL

DIN

G &

PA

RK

ING

SE

TB

AC

K

20' E

AS

EM

EN

T

PB

90 P

G 9

4


IN. 201212060187872



UP

PE

R M

ET

RO

PLA

CE

(60' R

/W

)

CD

F

T

T

IC

S82°19'5

1"E

338.8

2'

T

T T

TV

BM

BOX CUT

NW COR. LP BASE

ELEV=870.04'

BM

BOX CUT

NW COR. LP BASE

ELEV=872.92'

LOT 2

6.500 ACRES

PARCEL NO. 273-009974


IN 201605020054093

2.399 ACRES

N

1

2

°5

5

'4

8

"E

9

.0

0

'

N83°19'1

1"W

567.8

6'

R=220.00'

L=325.38'

Δ=84°44'21"


CHORD=296.52'

S05°03'42"W

199.20'

216.2

9'

331.4

5'

LOT 4

DUMPSTERENCLOSURE


AP

PR

O

XIM

AT

E L

O

CA

TIO

N O

F

UN

DE

RG

RO

UN

D D

ET

EN

TIO

N

INV OUT=867.64 (12") E

INV IN=867.64 (12") W

GRATE=870.37

N:764479.56

E:1792850.34

CB-2-2B

INV IN=866.84 (12") W

INV OUT=866.34 (18") E

GRATE=869.28

N:764468.02

E:1792948.75

CB-2-2B

INV IN=865.95 (18") W

INV OUT=865.95 (18") NW

GRATE=868.86

N:764456.60

E:1793046.93

CB-2-2B

INV IN=863.93 (12") W

INV IN=864.03 (24") N

INV OUT=863.93 (24") E

RIM=869.49

N:764449.02

E:1793209.68


W/12" PIPE

99' ~

12" S

TM

@

0.8

0%

99' ~

18" S

TM

@

0.4

0%

8

4

'

~

1

8

"

S

T

M

@

0

.

4

0

%

INV IN=861.39 (22") W

INV OUT=861.39 (22") E

RIM=871.99

EX.SAN.M.H.

INV IN=860.19 (22") W

INV OUT=860.19 (22") E

RIM=871.05

EX.SAN.M.H.INV OUT=861.84 (22") E

RIM=865.70

EX.SAN.M.H.

E

X

. 2

2

" S

A

N

@

0

.2

1

%

EX

. 22" S

AN

@

0.3

5%

INV OUT=866.77 (15") SE

GRATE=871.73

EX.CB.

E

X

.

1

5

"

S

T

M

@

0

.

0

6

%

INV IN=866.75 (15") NW

INV OUT=866.75 (15") SE

GRATE=871.70

EX.CB.

INV IN=866.56 (15") NW

INV OUT=866.56 (15") NE

RIM=873.54

EX.STM.M.H.

E

X

.

1

5

"

S

T

M

@

1

.

0

2

%

E

X

.

1

5

"

S

T

M

@

0

.

3

4

%

INV IN=866.28 (15") SW

INV OUT=866.13 (18") E

RIM=872.81

EX.STM.M.H.

E

X

. 1

8

"

S

T

M

@

0

.2

2

%

INV IN=865.89 (18") W

INV OUT=865.84 (18") E

RIM=871.58

EX.STM.M.H.

EX

. 18" S

TM

@

0.4

5%

INV IN=865.24 (15") N

INV IN=865.09 (18") W

INV OUT=865.04 (24") E

RIM=870.63

EX.STM.M.H.

EX

. 24" S

TM

@

0.3

3%

EX

. 15" S

TM

@ 0.12%

INV IN=865.26 (15") N

INV OUT=865.26 (15") S

GRATE=868.86

EX.CB.

EX

. 15" S

TM

@

3.09%

INV OUT=866.37 (15") S

GRATE=868.79

EX.CB.

INV IN=864.35 (24") W

INV OUT=864.25 (24") S

INV IN=864.60 (15") E

RIM=871.48

EX.STM.M.H.

EX

. 24" S

TM

@

0.12%

EX

. 24" S

TM

@

0.0

7%

7

6

51

TR

AN

SF

O

RM

ER

4

3

2

INV IN=865.61 (18") SE

INV OUT=865.61 (18") N

GRATE=871.18

N:764533.18

E:1793013.65

STM.M.H.

INV OUT=864.78 (12") S

INV IN=867.05 (8") W

INV IN=864.80 (8") SW

GRATE=871.57

N:764549.62

E:1793024.02

STM.M.H./OUTLET

STRUCTURE

INV IN=864.47 (12") N

INV OUT=864.47 (12") E

GRATE=868.98

N:764465.68

E:1793057.38

STM.M.H.

9

0

'

~

1

2

"

S

T

M

@

0

.

3

5

%

153' ~

12" S

TM

@

0.3

5%

7' ~ 18" STM

@ 0.50%

6' ~ 8" STM

@ 0.50%

P

R

O

P

.

6

"

W

A

T

E

R

S

E

R

V

I

C

E

PROPOSED DUEL

SERVICE METER PIT

(SEE DETAIL)

3" DOMESTIC

6" FIRE

PROP.GAS

(SIZE TO BE

DETERMINED BY

MEP)

GREASE TRAP

6

" S

A

N

IT

A

R

Y

S

E

R

V

IC

E

6" S

AN

IT

AR

Y

IN

VE

R

T =

868.00

NOTE:

UNDERGROUND TELEPHONE AND

ELECTRIC TO BE RELOCATED

OUTSIDE OF THE PAVEMENT

LIMITS BY OTHERS.

7' ~ 8" STM

@ 0.30%

99' ~

12" S

TM

@

0.8

0%

8

INV OUT=868.43 (12") E

GRATE=871.30

N:764491.04

E:1792752.08

ODOT CB No. 2-2B

MAR

RIO

TT H

OTE

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T #

4 U

PPER

MET

RO P

LAC

EC

ITY

OF

DU

BLIN

, FRA

NKL

IN C

OU

NTY

, OH

IO

C130

UTI

LITY

PLA

N

0 4010 20


ublin H

otel\D

WG

\SH

EETS\16061U

TL.dw

g, 6/14/2017 1:01:16 PM

, Shane

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3"

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SCALE:

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REVISIONS

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JOB NO.:

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MAY 2, 2017

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WCD

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SAD

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RVP

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16061

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1"=20'

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EX MH-1 TO CB-8 STA.0+00 TO STA.5+50

855

860

865

870

875

880

885

855

860

865

870

875

880

885

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

871.53

870.93

870.72

870.50

870.71

870.01

869.75

869.45

869.31

869.19

869.06

868.93

869.09

869.76

87

0.4

8

87

1.2

9

871.41

870.62

87

0.4

0

869.18

0+00 1+00 2+00 3+00 4+00 5+00 5+50

7

N: 764479.56

E:1792850.34

IN

V O

UT

=867.64 (12") E

IN

V IN

=867.64 (12") W

CB

-2-2B

GR

AT

E=

870.37

99' ~ 12" STM @ 0.80%

6

N: 764468.02

E:1792948.75

IN

V IN

=866.84 (12") W

IN

V O

UT

=866.34 (18") E

CB

-2-2B

GR

AT

E=

869.28

99' ~ 18" STM @ 0.40%

5

N: 7

64

45

6.6

0

E:1793046.93

IN

V IN

=865.95 (18") W

IN

V O

UT

=865.95 (18") N

W

CB

-2

-2

B

GR

AT

E=

868.86

84' ~ 18" STM @ 0.40%

4

N: 764533.18

E:1793013.65

IN

V IN

=8

65

.6

1 (1

8") S

E

IN

V O

UT

=865.61 (18") N

ST

M.M

.H

.

GR

AT

E=

871.18

3

N: 764549.62

E:1793024.02

IN

V O

UT

=864.78 (12") S

IN

V IN

=867.05 (8") W

IN

V IN

=8

64

.8

0 (8

") S

W

ST

M.M

.H

./O

UT

LE

T

ST

RU

CT

UR

E

GR

AT

E=

871.57

2

N: 764465.68

E:1793057.38

IN

V IN

=864.47 (12") N

IN

V O

UT

=8

64

.4

7 (1

2") E

ST

M.M

.H

.

GR

AT

E=

868.98

90' ~ 12" STM @ 0.35%

7' ~ 18" STM

@ 0.50%

6' ~ 8" STM

@ 0.50%

UNDERGROUND

DETENTION

150' ~ 12" STM @0.35%

8

N: 764491.04

E:1792752.08

IN

V O

UT

=868.43 (12") E

OD

OT

C

B N

O. 2-2B

GR

AT

E=

871.30

99' ~ 12" STM @ 0.80%

EX MH-1 TO CB-8 STA.5+50 TO STA.7+00

855

860

865

870

875

880

885

855

860

865

870

875

880

885

5+50 6+00 7+00

153' ~ 12" STM @ 0.35%

EX.24" STM @0.07%

1

N: 764449.02

E:1793209.68

IN

V IN

=863.93 (12") W

IN

V IN

=864.03 (24") N

IN

V O

UT

=863.93 (24") E

CO

NN

ET

T

O E

X.S

TM

.M

.H

.

W/12" P

IP

E

GR

AT

E=

869.49

MAR

RIO

TT H

OTE

LLO

T #

4 U

PPER

MET

RO P

LAC

EC

ITY

OF

DU

BLIN

, FRA

NKL

IN C

OU

NTY

, OH

IO

C131

UTI

LITY

PR

OFI

LE

0 4010 20

0

H

V 102.5 5

r:\Projects\2016\16061 - stonehenge - dublin hotel\D

WG

\SH

EETS\16061U

TL.dw

g, 6/14/2017 1:05:11 PM

, Shane

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SCALE:

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DATE:

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DRAWN:

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DESIGNED:

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CHECKED:

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XREF:

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Page

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REVISIONS

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JOB NO.:

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MAY 2, 2017

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WCD

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SAD

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RVP

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16061

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HOR:1"=20' VER:1"=5'

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LOT 2

6.500 ACRES

30' B

UIL

DIN

G S

ET

BA

CK

18' P

AR

KIN

G S

ET

BA

CK

25' B

UILD

IN

G S

ET

BA

CK

5' P

AR

KIN

G S

ET

BA

CK

5' B

UIL

DIN

G &

PA

RK

ING

SE

TB

AC

K

20' E

AS

EM

EN

T

PB

90 P

G

94


IN. 201212060187872



T

UP

PE

R M

ET

RO

PLA

CE

(60' R

/W

)

CD

F

T

T

IC

S82°19'5

1"E

338.8

2'

T

TT

TV

BM

BOX CUT

NW COR. LP BASE

ELEV=870.04'

BM

BOX CUT

NW COR. LP BASE

ELEV=872.92'

LOT 2

6.500 ACRES

PARCEL NO. 273-009974


IN 201605020054093

2.399 ACRES

N

1

2

°5

5

'4

8

"E

9

.0

0

'

N83°19'1

1"W

567.8

6'

R=220.00'

L=325.38'

Δ=84°44'21"


CHORD=296.52'

S05°03'42"W

199.20'

216.2

9'

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12"

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15"

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12"

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12"

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12"

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12"

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15"

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3"

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SCALE:

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DATE:

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DRAWN:

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DESIGNED:

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CHECKED:

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XREF:

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Page

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REVISIONS

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JOB NO.:

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MAY 2, 2017

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WCD

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SAD

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RVP

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16061

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CONSULT MANUFACTURER FOR

PRODUCT SELECTION

FLEX-STORM OR EQUIVALENT

STANDARD 2"

OVERFLOW AREA

LIFT HANDLES

REPLACEABLE SEDIMENT BAGS

WITH GEOTEXTILE FILTER FABRIC

STAINLESS STEEL

CLAMPING BAND

FILTER FOR ROUND INLETS

INLET FILTER FOR

STANDARD INLETS


WG

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EN

.dw

g, 6/14/2017 1:10:10 PM

, Shane

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SCALE:

AutoCAD SHX Text

DATE:

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DRAWN:

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DESIGNED:

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CHECKED:

AutoCAD SHX Text

XREF:

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Page

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

JOB NO.:

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AutoCAD SHX Text

MAY 2, 2017

AutoCAD SHX Text

WCD

AutoCAD SHX Text

SAD

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RVP

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16061

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AutoCAD SHX Text


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%%UCHECK DAM (CD)

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CHECK DAMS ARE USUALLY INEFFECTIVE FOR CATCHING SEDIMENT BUT

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CAN SLOW FLOW VELOCITIES AND REDUCE CHANNEL EROSION. ROCK

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TYPE AND SIZE OF THE DAM ARE TO BE DETERMINED BY THE

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ENGINEER.

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IF AT ANY TIME IT IS FOUND THAT A CHECK DAM ALONE IS

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INEFFECTIVE IN ADEQUATELY PERFORMING ITS FUNCTION,

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ADDITIONAL CONTROL MEASURES MUST BE PROVIDED.

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8. CONTROL MEASURES FOR STORM WATER RUNOFF, EROSION AND SEDIMENT:

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1. DESCRIPTION OF CONSTRUCTION:

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7. PROJECT SCHEDULE:

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6. CURVE NUMBERS:

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5. POTENTIAL POLLUTION SOURCES:

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4. RECEIVING WATERS:

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3. EXISTING SOIL DATA:

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2. AREA AFFECTED BY CONSTRUCTION (GRADED AREA):

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END CONSTRUCTION: SPRING 2018

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BEGIN CONSTRUCTION: SUMMER 2017

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FENCE AND EXTEND IT INTO THE TRENCH.

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3. ATTACH THE FILTER FABRIC TO THE WIRE

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%%UPROTECTION OF ADJACENT PROPERTIES

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ADDITIONAL PERIMETER CONTROLS MUST BE PROVIDED.

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STOPPING SEDIMENT MOVEMENT INTO ADJACENT PROPERTY,

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FOUND THAT A VEGETATED FILTER STRIP ALONE IS INEFFECTIVE IN

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SHOULD BE AT LEAST 15 FEET IN WIDTH. IF AT ANY TIME IT IS

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ONLY WHERE RUNOFF IN SHEET FLOW IS EXPECTED. FILTER STRIPS

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SUCH MEASURES. VEGETATED FILTER STRIPS MAY BE USED ALONE

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FILTERS OR DIKES, OR SEDIMENT BASINS, OR BY A COMBINATION OF

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INSTALLING PERIMETER CONTROLS SUCH AS SEDIMENT TRAPS,

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AROUND THE LOWER PERIMETER OF LAND DISTURBANCE, BY

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ACCOMPLISHED BY PRESERVING A WELL VEGETATED BUFFER STRIP

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PROTECTED FROM SEDIMENT DEPOSITION. THIS WILL BE

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PROPERTIES ADJACENT TO THE SITE OF LAND DISTURBANCE WILL BE

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CONDITIONS. (SEE VEGETATIVE PRACTICES - ITEM 10).

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EROSION SATISFACTORILY AND TO SURVIVE SEVERE WEATHER

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COVER IS ACHIEVED WHICH IS MATURE ENOUGH TO CONTROL SOIL

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VEGETATION WILL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND

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AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT

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A PERMANENT VEGETATIVE COVER WILL BE ESTABLISHED ON DENUDED

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DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE

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IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY

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SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED

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i.e. SILT FENCES AND FILTER BARRIERS

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CLOGGED, AND BY PREVENTING CONSTRUCTION TRAFFIC FROM

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FERTILIZING, REMOVING SEDIMENT WHEN FILTER BECOMES

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A HEALTHY GROWTH OF VEGETATION CAN BEST BE MAINTAINED BY

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UP OF SEDIMENT REMAIN AROUND THE INLET PROTECTION.

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WORKING CONDITION. AT NO TIME SHALL MORE THAN A 2" BUILD

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THE INLET PROTECTION SHALL BE RESTORED TO ITS ORIGINAL

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REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND

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INLET STRUCTURES SHALL BE INSPECTED AFTER EACH RAIN AND

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MADE IMMEDIATELY.

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DRIVING ACROSS FILTER STRIPS.

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i.e. FILTER STRIPS

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i.e. STORM INLET PROTECTION

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CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.

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MEASURES WILL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE

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ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL

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STABILIZED TO PREVENT EROSION AND SEDIMENTATION.

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DISPOSITION OF TEMPORARY MEASURES WILL BE PERMANENTLY

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%%UMAINTENANCE

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SUBSTITUTED FOR SILT FENCE.

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NOTE: STRAW BALE BARRIERS & SOD MAY BE

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INTO THE TRENCH.

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EXTENSION OF FABRIC AND WIRE

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%%USILT FENCE (SF)

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FILTER FABRIC

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4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

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WIRE

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PHYSICAL PROPERTY REQUIREMENTS

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30 lbs/lin. in. (MIN.)

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STANDARD STRENGTH

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OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE OF

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HEIGHT, A MIN. OF 14 GA. AND SHALL HAVE A MAX. MESH SPACING

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STRENGTH FILTER CLOTH SHALL BE A MIN. OF 42 INCHES IN

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WIRE FENCE REINFORCEMENT FOR SILT FENCES USING STANDARD

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PROJECTIONS FOR FASTENING WIRE TO THEM.

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WITH A MIN. LENGTH OF 5 FEET. STEEL POSTS SHALL HAVE

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POSTS FOR SILT FENCES SHALL BE EITHER 4" x 4" WOOD OR STEEL

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BURLAP SHALL BE 10 OUNCES PER SQ. YD. OF FABRIC.

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ZERO DEGREES F TO 120 DEGREES F.

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INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS

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SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY

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* REQUIREMENTS REDUCED BY 50% AFTER 6 MONTHS OF

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FLOW RATE 0.3 gal./sq. ft./min. (MIN.)

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20% (MAX.) ELONGATION 50 lbs/lin. in. (MIN.)

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TENSILE STRENGTH AT EXTRA STRENGTH

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FILTERING EFFICIENCY 75 PERCENT (MIN.)

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CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO

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PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN AND SHALL BE

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MATERIAL: SYNTHETIC FILTER FABRIC SHALL BE A SHEET OF

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%%USILT FENCES (SF) SEE SILT FENCE DETAIL

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TRENCH UPSLOPE ALONG THE LINE OF POSTS.

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1. SET POSTS AND EXCAVATE A 4" X 4"

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INSTALLATION.

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K. PERMANENT VEGETATIVE STABILIZATION

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J. SURFACE ROADS AND PARKING

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H. VEGETATIVE COVER ON ALL AREAS TO BE EXPOSED LONGER THAN

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E. CONSTRUCT SITE UTILITIES

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I. INSTALL ROAD AND PARKING SUBGRADE

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G. TEMPORARY VEGETATIVE STABILIZATION OF CONTROL MEASURES

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C. INSTALL STORM WATER MANAGEMENT MEASURES

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F. GRADE SITE / STOCKPILE TOPSOIL

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%%USTABILIZATION OF DENUDED AREAS AND SOIL STOCKPILES

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45 DAYS

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B. PRESERVE AND PROTECT EXISTING VEGETATION

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A. INSTALL SEDIMENT CONTROL MEASURES

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GENERAL CONSTRUCTION SEQUENCE *

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PRE-DEVELOPMENT C VALUE = 0.40

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DUE TO COMPACTION BY HEAVY EQUIPMENT.

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- REDUCTION OF PERMEABILITY OF SOILS CAUSING ADDITIONAL RUNOFF

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- PARKING SUBGRADE PRIOR TO PAVING.

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CAUSED BY ALTERING STEEPNESS, DISTANCE AND SURFACE ROUGHNESS.

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- CHANGES IN VOLUME AND DURATION OF WATER CONCENTRATIONS

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- CUT AND FILL AREAS EXPOSED TO EROSION AND RUNOFF PRIOR

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- REMOVAL OF NATURAL PLANT COVER.

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TO STABILIZATION.

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%%UEROSION CONTROL NOTES:

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SUFFICIENT TO PROVIDE DRAINAGE BUT NOT EXCEED 4 PERCENT

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MINIMIZE GRADING. GRADES FOR SAID PARKING AREAS SHOULD BE

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BE LOCATED ON NATURALLY FLAT AREAS WHENEVER POSSIBLE TO

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FEET WIDE FOR TWO-WAY TRAFFIC. TEMPORARY PARKING AREAS WILL

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SHALL BE AT LEAST 14 FEET WIDE FOR ONE-WAY TRAFFIC AND 20

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POSSIBLE. SLOPES SHOULD NOT EXCEED 10 PERCENT. ROADBEDS

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FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT

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ONTO THE PAVED SURFACE. TEMPORARY CONSTRUCTION ROADS WILL

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TRANSPORT OF SEDIMENT (MUD) BY RUNOFF OR VEHICLE TRACKING

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PUBLIC ROADS, PROVISIONS WILL BE MADE TO MINIMIZE THE

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WHENEVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED

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%%UCONSTRUCTION ACCESS ROUTES AND PARKING AREAS

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CONSTRUCTION, A TEMPORARY STREAM CROSSING WILL BE PROVIDED.

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BE CROSSED BY CONSTRUCTION VEHICLES REGULARLY DURING

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IN-CHANNEL WORK IS COMPLETED. WHERE A LIVE WATERCOURSE MUST

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BED AND BANKS) WILL ALWAYS BE RESTABILIZED IMMEDIATELY AFTER

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CONSTRUCTION TO MINIMIZE EROSION. THE CHANNEL (INCLUDING

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PRECAUTIONS WILL BE TAKEN TO STABILIZE THE WORK AREA DURING

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WHENEVER POSSIBLE. WHERE IN-CHANNEL WORK IS NECESSARY,

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FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.

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CONSTRUCTION VEHICLES WILL BE KEPT OUT OF WATERCOURSES

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%%UWORKING IN OR CROSSING WATERCOURSES

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FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.

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WILL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING

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CONSTRUCTION WILL BE PROTECTED SO THAT SEDIMENT-LADEN WATER

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ALL STORM SEWER INLETS WHICH ARE MADE OPERABLE DURING

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BE PROVIDED AT THE OUTLETS OF ALL PIPES AND PAVED CHANNELS.

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FLOW. STABILIZATION ADEQUATE TO PREVENT EROSION WILL ALSO

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A LARGER MAY BE NECESSARY FOR PROTECTION FROM THE STORMWATER

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FROM A 10 YEAR FREQUENCY STORM WITHOUT EROSION. DESIGN FOR

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AND CONSTRUCTED TO WITHSTAND THE EXPECTED VELOCITY OF FLOW

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ALL ON SITE STORMWATER CONVEYANCE CHANNELS WILL BE DESIGNED

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%%USTABILIZATION OF WATERWAYS AND OUTLETS

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DETAINED ON SITE IN A SUITABLE RETENTION/DETENTION FACILITY.

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NO OFF SITE CHANNEL OR PIPE EXISTS, THE STORMWATER WILL BE

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NATURAL OR MAN-MADE OFF SITE RECEIVING CHANNEL OR PIPE. IF

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DISCHARGED DIRECTLY INTO A WELL-DEFINED, ADEQUATELY-PROTECTED

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CONCENTRATED STORMWATER RUNOFF LEAVING THE SITE WILL BE

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WILL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES

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TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF CONSTRUCTION

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MANNER WHICH WILL MINIMIZE EROSION. SLOPES WHICH ARE FOUND

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CUT AND FILL SLOPES WILL BE DESIGNED AND CONSTRUCTED IN A

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SHALL PASS THROUGH A SEDIMENT BASIN OR OTHER SUITABLE

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STORMWATER RUNOFF CONTAINING DAMAGING AMOUNTS OF SEDIMENT

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BE SEEDED AND MULCHED AFTER INSTALLATION.

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EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS WILL

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%%USTORM SEWER INLET PROTECTION

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%%USTORMWATER MANAGEMENT

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UNTIL THE PROBLEM IS CORRECTED.

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%%UCUT AND FILL SLOPES

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SEDIMENT TRAPPING FACILITY.

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%%USEDIMENT BASINS

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CONSTRUCTED AS A FIRST STEP IN GRADING AND BE MADE

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MEASURES INTENDED TO TRAP SEDIMENT ON-SITE WILL BE

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SEDIMENT BASINS, DIVERSIONS, SEDIMENT TRAPS, AND OTHER

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%%UTIMING AND STABILIZATION OF SEDIMENT TRAPPING MEASURES

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POST CONSTRUCTION C VALUE = 0.90

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APPROX. 2.39 ACRES

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OF 6 INCHES.

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THE FOLLOWING REQUIREMENTS.

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9. CONSTRUCTION CONTROL PRACTICES:

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%%UESTABLISHMENT OF PERMANENT VEGETATION

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STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES TO

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ESTIMATED DURATION OF USE. SOIL STOCKPILES WILL BE

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APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND

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SOIL STABILIZATION MEASURES WILL BE SELECTED TO BE

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THE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.

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PRACTICES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING, AND

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WILL REMAIN UNDISTURBED FOR MORE THAN 45 DAYS. APPLICABLE

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APPLIED TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT

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ANY PORTION OF THE SITE. SOIL STABILIZATION WILL ALSO BE

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DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON

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PREVENT SOIL LOSS.

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SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE

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AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED

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DISPOSED OF AFTER FINAL SITE STABILIZATION IS ACHIEVED OR

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ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE

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%%UDISPOSITION OF TEMPORARY MEASURES

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PERIODICALLY TO ENSURE THAT A VIGOROUS STAND OF VEGETATION

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AREAS ADJACENT TO ROADS AND PARKING AREAS WILL BE CHECKED

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MAY REQUIRE PERIODIC TOP DRESSING WITH NEW GRAVEL. SEEDED

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SLOPE. BOTH TEMPORARY AND PERMANENT ROADS AND PARKING AREAS

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IS MAINTAINED.

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PERMANENT OR TEMPORARY SOIL STABILIZATION WILL BE APPLIED TO

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RESEMBLE AN ARC OR HORSESHOE WITH THE ENDS ORIENTED UPSLOPE.

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ELIMINATE END FLOW, AND THE PLAN CONFIGURATION SHALL

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OR SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO

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IF A FILTER BARRIER IS TO BE CONSTRUCTED ACROSS A DITCH LINE

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THE TRENCH SHALL BE BACKFILLED AND SOIL COMPACTED OVER THE

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USED. FILTER MATERIAL SHALL NOT BE STAPLED INTO EXISTING

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HEAVY DUTY WIRE STAPLES AT LEAST 1/2 INCH LONG SHALL BE

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AND 8 INCHES OF FABRIC SHALL BE EXTENDED INTO THE TRENCH.

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THE FILTER MATERIAL SHALL BE STAPLED ON THE WOODEN STAKES,

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FILTER MATERIAL.

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TREES.

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INCHES DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE

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A TRENCH SHALL BE EXCAVATED APPROX. 4 INCHES WIDE AND 4

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BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MIN.

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STAKES SHALL BE SPACED AT A MAX. OF 3 FEET APART AT THE

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CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS.

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THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL

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AND SHALL NOT EXCEED 18 INCHES.

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THE HEIGHT OF A FILTER BARRIER SHALL BE A MIN. OF 15 INCHES

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FABRIC 0.3 (AVG.) 97 (AVG.)

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(10 OZ. FABRIC) 2.4 84

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STRAW 5.6 67

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MATERIAL (gal./sq. ft./min.) FILTER EFFICIENCY %

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FLOW RATE

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%%UFILTER BARRIERS (FB) SEE FILTER BARRIER DETAIL

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TO THE POSTS WITH ALL OTHER PROVISIONS APPLYING.

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SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY

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ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN

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WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING

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FENCE, POST SPACING SHALL NOT EXCEED 6 FEET.

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EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT

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POSTS SHALL BE SPACED AT A MAX. OF 10 FEET APART. WHEN

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TOGETHER ONLY AT A SUPPORT POST, WITH A MIN. 6 INCH OVERLAP,

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WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED

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CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS.

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THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL

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SHALL NOT BE STAPLED TO EXISTING TREES.

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OF 8 INCHES).

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SYNTHETIC

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BARRIER.

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BURLAP

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AND SECURELY SEALED.

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INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC

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EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXCEED 36

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WIRED TO THE FENCE, AND 8 INCHES OF THE FABRIC SHALL BE

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THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR

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2. STAPLE WIRE FENCING TO THE POSTS.

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UNNAMED TRIBUTARY TO THE COSGRAY DITCH.

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* TO BE FOLLOWED IN GENERAL ORDER FOR BEST MANAGEMENT PRACTICE, SOME INDIVIDUAL SITE CONSTRUCTION MAY NOT ALLOW FOR EXACT SEQUENCE.

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%%UCONSTRUCTION SPECIFICATIONS

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THE AGGREGATE SIZE FOR CONSTRUCTION OF THE PAD SHALL BE 2-TO 4-

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INCH STONE. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS

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SHOWN ON THE PLANS, AND SMOOTH IT.

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THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 6 INCHES. USE

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GEOTEXTILE FABRICS, IF NECESSARY, TO IMPROVE STABILITY OF THE

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FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.

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THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL

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POINTS OF INGRESS OR EGRESS AND IN ANY CASE SHALL NOT BE LESS

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THAN 12 FEET WIDE.

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LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT LEAVING

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THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION

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VEHICLES. AVOID ENTRANCES WHICH HAVE STEEP GRADES AND ENTRANCES AT

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CURVES IN PUBLIC ROADS.

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THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT

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TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. THIS

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MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS

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CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED

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TO TRAP SEDIMENT.

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ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC

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RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY.

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PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER

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SUITABLE OUTLET.

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WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR

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TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED,

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IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT

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DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

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ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN,

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DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, STRAW

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BALES, OR OTHER APPROVED METHODS.

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%%UINSPECTION AND MAINTENANCE

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MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT

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FROM LEAVING THE CONSTRUCTION SITE.

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REPLACE GRAVEL MATERIAL WHEN SURFACE VOIDS ARE VISIBLE.

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AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT

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AND CLEAN IT OUT AS NECESSARY.

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IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED,

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OR TRACKED ONTO PUBLIC ROADWAYS. REMOVE ALL SEDIMENT DEPOSITED ON

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PAVED ROADWAYS WITHIN 24 HOURS.

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%%USECTION A-A

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SPILLWAY

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WHERE GRADE EXCEEDS 2%

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DIVERSION RIDGE REQUIRED

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MIN. 6" THICK

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2"-3" COURSE

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AGGREGATE

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DIVERSION RIDGE

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EXISTING PAVED ROADWAY

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A

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A

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WHEELS IF NECESSARY.

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SUPPLY WATER TO WASH

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(STRAW BALE TYPE SHOWN)

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SEDIMENT BARRIER

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FLOW

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20' R

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FLOW

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EXISTING PAVED

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ROADWAY

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%%UPLAN

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TO CHANNELIZE RUNOFF TO BASIN

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OR OTHER APPROVED METHODS

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USE SANDBAGS, STRAW BALES

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2 % OR GREATER

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FILTER FABRIC

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NOTE:

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AS REQUIRED.

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FLOW

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FLOW

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1.

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2.

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3.

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4.

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5.

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6.

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7.

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8.

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1.

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2.

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3.

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4.

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CULVERT AS NEEDED

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18" OR SUFFICIENT

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TO DIVERT RUNOFF

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GEOTEXTILE SHALL HAVE A GRAB TENSILE STRENGTH OF 200 LB. AND

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A MULLEN BURST STRENGTH OF AT LEAST 190 LB.

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9.

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A CULVERT SHALL BE CONSTRUCTED UNDER THE ENTRANCE IF NEEDED TO

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PREVENT SURFACE WATER FLOWING ACROSS THE ENTRANCE AND FROM BEING

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DIRECTED OUT ONTO PAVED SURFACES.

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30' MIN.

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50' MIN.

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%%UEND VIEW

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%%USIDE VIEW

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RIP RAP

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GROUND LINE

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MAX. 2:1

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MAX. 2:1

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VAR. (0.5'-1.0')

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(2'-3')

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VAR.

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HEIGHT

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DITCH CHECK

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RIP RAP

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GROUND LINE

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VARIOUS SLOPE

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%%UCHECK DAM (CD)

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VARIOUS SLOPE

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GROUND LINE

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%%U3D VIEW

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D. DEMOLITION ACTIVITES

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L. HOURS OF OPPERATION ARE 7 DAYS A WEEK FROM 6 AM TO 9 PM

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%%UTEMPORARY GRAVEL CONSTRUCTION ENTRANCE

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CONSTRUCTION OF A MULTI-LEVEL HOTEL. INSTALLATION OF PAVEMENT, STORM SEWER, AND OTHER UTILITIES

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CrBCROSBY SILT LOAM, SOUTHERN OHIO TILL PLAN, CROSBY SILT LOAM, SOUTHERN OHIO TILL PLAN, 2 TO 6 PERCENT SLOPES

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REAR CURB GUARD FLAP WITH MAGNETIC TIE DOWNS

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%%UINLET FILTER

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KoKOKOMO SILTY CLAY LOAM, 0 TO 2 PERCENT KOKOMO SILTY CLAY LOAM, 0 TO 2 PERCENT SLOPES

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86.2%

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13.8%

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13.8%

7

6

5

INV IN=863.93 (12") W

INV IN=864.03 (24") N

INV OUT=863.93 (24") E

RIM=869.49


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INV OUT=861.39 (22") E

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EX.SAN.M.H.

INV IN=860.19 (22") W

INV OUT=860.19 (22") E

RIM=871.05

EX.SAN.M.H.

INV OUT=861.84 (22") E

RIM=865.70

EX.SAN.M.H.

INV IN=860.02 (22") W

RIM=863.88

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INV IN=866.75 (15") NW

INV OUT=866.75 (15") SE

GRATE=871.70

EX.CB.

INV IN=866.56 (15") NW

INV OUT=866.56 (15") NE

RIM=873.54

EX.STM.M.H.

INV OUT=866.37 (15") S

GRATE=868.79

EX.CB.

INV IN=865.26 (15") N

INV OUT=865.26 (15") S

GRATE=868.86

EX.CB.

INV IN=866.28 (15") SW

INV OUT=866.13 (18") E

RIM=872.81

EX.STM.M.H.

INV IN=865.89 (18") W

INV OUT=865.84 (18") E

RIM=871.58

EX.STM.M.H.

INV IN=865.24 (15") N

INV IN=865.09 (18") W

INV OUT=865.04 (24") E

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INV IN=864.35 (24") W

INV OUT=864.25 (24") S

INV IN=864.60 (15") E

RIM=871.48

EX.STM.M.H.

2

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3

8

LOT 1

2.580 ACRES

LOT 2

6.500 ACRES

LOT 3

7.785 ACRES

18' E

AS

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90 P

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IN. 201212060187872



BANK ONE

OR 1791 D-13

1.890 ACRES

T

IS-CAN OHIO V LLLP

PARCEL 1

IN 201510280152866

5.601 ACRES

CITY OF DUBLIN, OHIO

IN 199709080088262

EXHIBIT B - PARCEL 11WD

0.115 ACRES

METROCENTER OWNERS

ASSOCIATION, INC.

DB 3719 PG 324

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FUTURE OFFICE BUILDING7,420 SF / FLOOR28,800 SF MAXIMUM PERMITTEDWITHOUT A SHARED PARKING AGREEMENT

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4"

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15"

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12"

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15"

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3"

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SCALE:

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DATE:

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DRAWN:

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DESIGNED:

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CHECKED:

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XREF:

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Page

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REVISIONS

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JOB NO.:

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MAY 2, 2017

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WCD

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SAD

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RVP

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16061

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1"=40'

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lot #4 upper metro place city of dublin, franklin … · 對the requirements for confined spaces...

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