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E:\CURRENT PROJECTS\2018\NOAHS EVENT VENUE\1809_DUBLIN OH\02-CIVIL\DESIGN\CIVIL PLAN SET_DUBLIN OH.DWG - 1/10/2019 10:00 AM
NOAH'S EVENT CENTER
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NE CORNER OF SHIER RINGS RD & EITERMAN RD
ROCKWELL DUBLIN, LLC
8494 S. 700 E. SUITE 200SANDY, UT 84070
273-005330-00 4.182 AC. ORIGINAL0.496 AC. SCPZ ACREAGE0.270 AC. R/W DEDICATION (ALONG SHIER RINGS & EITERMAN RD.)3.416 AC. TOTAL AFTER R/W DEDICATION
PROVIDED: BLDG HEIGHT 31'-6''
BLDG AREA:
FIRST FLOOR = 4,984 SFSECOND FLOOR = 2,520 SFTOTAL = 7,504 SF
EVENT VENUE / CONVENTION CENTER
CODE: 1 SPACE PER 3 PATRONS BASED ON OCCUPANCY
REQUIRED: 250 PATRONS / 3 = 84 SPACES TOTALPROVIDED:
94 STANDARD 8' x 19' PARKING SPACES4 ACCESSIBLE SPACESTOTAL = 98
ID-2 INNOVATION DISTRICT
BUILDINGS
PARKING
FRONT: 50'
FRONT: 50'
REAR:
REAR:
SIDE:
35' (EITERMAN)
SIDE:
35' (EITERMAN)
SIDE:
SIDE:
* 50' SETBACK IS PER THE COSGRAY STREAM CORRIDOR PROTECTION
REQUIREMENT.
CODE: 68 FT W/O CU APPROVALPROVIDED: 31'-6"
CODE: 75%
PROVIDED: 33% (IMPERVIOUS)
67% (PERVIOUS)
CODE: 1 SPACE PER 15 PARKING SPACES
REQUIRED: 6.5 BIKE SPACES
PROVIDED: 7 BIKE SPACES
BY GRAPHICAL PLOTTING ONLY THIS PROPERTY IS LOCATED IN A ZONE "X"(AREAS DETERMINED TO BE OUTSIDE OF THE 500-YEAR FLOOD PLAIN) BY THEFEDERAL EMERGENCY MANAGEMENT AGENCY ON FLOOD INSURANCE RATEMAP, COMMUNITY MAP NO. 39049C0131K WITH AN EFFECTIVE DATE OF JUNE 17,
2008 IN FRANKLIN COUNTY, OHIO. NO FIELD SURVEYING WAS PREFORMED TO
DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO
VERIFY THIS DETERMINATION OF APPLY FOR A VARIANCE FROM THE FEDERAL
EMERGENCY MANAGEMENT AGENCY.
SITE ADDRESS:
SHIER RINGS RD & EITERMAN RD.
NOAH'S EVENT VENUE770 E MAIN ST
LEHI, UT 84043PROJECT CONTACT:CHRIS WINKLEE: [email protected]: 614-507-
BRACK ENGINEERING, LLC
5659 GREYSTONE LN
HILLIARD, OH 43026
ART SUBMITTAL
ART RESUBMITTAL
CHANGES MADE TO THE DESIGN IDENTIFIED ON THESEDRAWINGS AND/OR ASSOCIATED SPECIFICATIONS SHALLBE SUBMITTED TO THE ENGINEER/ARCHITECT OF RECORDFOR REVIEW AND APPROVAL AND IS SUBJECT TO REVIEW
AND APPROVAL OF THE CITY ENGINEER PRIOR TO MAKINGANY MODIFICATIONS TO THE PROJECT. ANY DESIGN
MODIFICATIONS, AS WELL AS ANY COSTS ASSOCIATED
WITH SUCH MODIFICATIONS, MADE WITHOUT THE
ENGINEER OF RECORD'S WRITTEN APPROVAL SHALLBECOME THE RESPONSIBILITY OF THE CONTRACTOR.
THE CONTRACTOR SHALL CONTROL SOIL EROSION
RESULTING FROM THE PROPOSED IMPROVEMENTS. THEUSE OF SILT FENCING, JUTE MATTING, TEMPORARY
SEEDING, SILT CHECKS, INLET PROTECTION AROUND ALL
CATCH BASINS, STABILIZED CONSTRUCTION ENTRANCE(S),ETC. MAY BE REQUIRED, REFER TO PLAN. SEDIMENTCONTROL STRUCTURES/DEVICES SHALL BE INSTALLED IN
ACCORDANCE WITH THE LATEST EDITION OF CITY OF
DUBLIN, STATE OF OHIO STANDARDS FOR STORMWATERMANAGEMENT, RAINWATER AND LAND DEVELOPMENTMANUAL. SEDIMENT CONTROL DEVICES MUST BEINSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CONTINUED INSPECTION AND MAINTENANCE OF ALL
SEDIMENT CONTROL DEVICES. THE CONTRACTOR SHALL
FOLLOW THE REQUIREMENTS SET FORTH ON THE
APPROVED STORMWATER POLLUTION PREVENTION PLAN
IF APPLICABLE, OR AS DETAILED ON THE CONSTRUCTIONPLANS, AS SPECIFIED BY CITY OF DUBLIN, FRANKLINCOUNTY, STATE OF OHIO, USA.
VERTICAL DATUM BASED ON NAVD 88. SOURCE BM:
FRANKLIN COUNTY GEODETIC SURVEY
MONUMENT DESIGNATION: V22 BRASS PLUG IN THE
WEST WINGWALL OF EITERMAN ROAD PIPE CULVERTWAS 41-00.08, 463 FEET NORTH OF SHIER-RINGS ROAD,
18.5 FEET WEST OF THE CENTERLINE OF EITERMANROAD.
ELEVATION = 939.338'
SITE BM #1:
MAG NAIL SET IN AN ASPHALT PATH ALONG
THE WEST SIDE OF EITERMAN ROAD, 7.5' EAST OF A
POWER POLE, 11.5 FEET NORTHWEST OF A 4 INCHDIAMTER SPRUCE TREE, 20 FEET SOUTHWEST OF ASIGN, AND 11.5 FEET WEST OF THE WEST EDGE OFPAVEMENT OF EITERMAN ROAD.
ELEVATION = 939.93'NORTHING = 763802.08EASTING =
SITE BM #2:
MAG NAIL SET IN AN ASPHALT PATH ALONG
THE SOUTH SIDE OF SHIER-RINGS ROAD, 16.5 FEET
SOUTHWEST OF A 4 INCH DIAMETER SPRUCE TREE, 26FEET EAST OF A 4 INCH DIAMETER SPRUCE TREE, 51FEET NORTHWEST OF A 4 INCH DIAMETER SPRUCE TREE,
AND 17 FEET SOUTH OF THE SOUTHERLY EDGE OF
PAVEMENT OF SHIER-RINGS ROAD.
ELEVATION = 939.18'NORTHING = 763533.
EASTING =
SHEETNUMBER
SHEET TITLE
REVISIONNUMBER
REVISIONDATE
CIVIL PLANS
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CIVIL TITLE SHEET
ALTA SURVEY
C
SITE PLAN
C
CIVIL NOTES
C
GRADING & DRAINAGE PLAN
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STORM PROFILES
C
BLDG DIM. & GRADING PLAN
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DRIVEWAY PLAN
C
EROSION CONTROL PLAN
C
EROSION CONTROL NOTES
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EROSION CONTROL DETAILS
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UTILITY PLAN
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PHOTOMETRIC PLAN
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SITE DETAILS
WATER SERVICE PLAN
WATER SERVICE PLAN
TRUCK TURN EXHIBIT
SIGHT DISTANCE EXHIBIT
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LANDSCAPE PLAN AND BENCHDETAILS
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IRRIGATION PLAN
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LIGHTING PLAN
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LANDSCAPE NOTES AND DETAILS
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IRRIGATION NOTES AND DETAILS
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IRRIGATION NOTES AND DETAILS
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IRRIGATION NOTES AND DETAILS
ARCHITECTURAL PLANS
AE
FLOOR PLAN - MAIN LEVEL
AE
FLOOR PLAN - SECOND LEVEL
AE
ROOF PLAN
AE
EXTERIOR ELEVATIONS
AE
EXTERIOR ELEVATIONS
AE
BUILDING SECTIONS
AE
WALL SECTIONS
AS
ARCHITECTURAL SITE DETAILS
SITE
SITE DATA TABLE
TOTAL SITE AREA:
4.182 AC.
DISTURBED AREA:
PRE-DEVELOPED IMPERVIOUS AREA:
0.00 AC.
POST-DEVELOPED IMPERVIOUS AREA:
1.13 AC.
IMPERVIOUS COVERAGE:
CRITICAL STORM:
10 - YEAR
OWNER:
DATE
APPLICANT:
DATE
PLANNING & ZONING SECRETARY:
DATE
PLANNING COMMISSIONS APPROVAL DATE:
DATE
THE STANDARD CONSTRUCTION DRAWINGS LISTED ON
THESE PLANS SHALL BE A PART THEREOF.
PD-02 - CURB RAMP GENERAL NOTES
PD-06 - CURB RAMP TYPE CPD-08 - CURB RAMP TYPE E
RD-02 - COMBINATION CURB & GUTTER
RD-03 - TYPICAL GUTTER SECTION TRANSITION
RD-04 - PARKING LOT PAVEMENT SECTION
RD-05 - CONCRETE SIDEWALKS & SHARE USE PATH
RD-06 - SHARED USE PATH
RD-07 COMM. APPROACH W/ CURB & GUTTER
RD-08 COMM. APPROACH W/OUT CURB & GUTTER
RD-10 - TYPICAL STREET SIGNS
SA-03 - TYPICAL SANITARY RISER DETAIL
ST-01 - STONE VENEER & WALL CAP
ST-03 - STORM SEWER MANHOLE LID
ST-05 - ROCK CHANNEL PROTECTION
WA-01 - FIRE HYDRANT
PROJECT CONTACT:NATHAN HARRINGTONE: [email protected]: 614-506-
THE STANDARD CONSTRUCTION DRAWINGS LISTED ON
THESE PLANS SHALL BE A PART THEREOF.
AA-S102 - TYPE "C" MANHOLE
AA-S119 - MANHOLE STEP
AA-S133 A - STANDARD CATCH BASIN (MODIFIED)
AA-139 - LIGHT DUTY GRATE & ANGLE FRAME
AA-S150 - TRENCH INSTALLATION
AA-S149 - TYPE 1 BEDDING / FLEX PIPE
AA-S168 - PRECAST PIPE CULVERT HEADWALL (8"-36")
XX-XXX.X-COM
GRAPHIC SCALE
1 inch = 100 feet
200
50
100
COSGRAY CREEK
WATERSHED
ON-SITE AREA (AC.)
RELEASE(CFS/AC)
ALLOWABLE RELEASE
TOTAL (CFS)
BASIN 1660
BASIN 1680
BASIN 1690
TOTAL
NOTE: AREAS EXCLUDE STREAM CORRIDOR PROTECTION & RIGHT OF WAY DEDICATION
1 YEAR
2 YEAR
5 YEAR
10 YEAR
25 YEAR
50 YEAR
100 YEAR
PRE-DEVELOPED AREA #1, Q(cfs)
PRE-DEVELOPED AREA #2, Q(cfs)
PRE-DEVELOPED AREA #3, Q(cfs)
PRE-DEVELOPED TOTAL Q (cfs)
SITE ALLOWABLE RELEASE COSGRAY
CREEK MASTER PLAN AREA
(10 YEAR CRITICAL STORM)
POST-DEVELOPED #1 Q (cfs) (RUNOFF)
POST-DEVELOPED #2 Q (cfs) (ROUTED)
POST-DEVELOPED Q (cfs) (DIRECT)
POST-DEVELOPED TOTAL Q (cfs)
SITE RELEASE MEETS REQUIRED
YES
YES
YES
YES
YES
YES
YES
WATER ELEVATION IN POND
REQUIRED
PROVIDED
WQv REQUIRED (CF)
PERMANENT POOL REQUIRED (CF)
EXTENDED DETENTION REQUIRED (CF)
SEDIMENT STORAGE REQUIRED (CF)
FOREBAY REQUIRED (CF)
E:\CURRENT PROJECTS\2018\NOAHS EVENT VENUE\1809_DUBLIN OH\02-CIVIL\DESIGN\CIVIL PLAN SET_DUBLIN OH.DWG - 1/10/2019 1:43 AM
NOAH'S EVENT CENTER
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GENERAL NOTES
CITY OF DUBLIN, 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 CONSTRUCTIONITEMS UNLESS OTHERWISE NOTED. IF A CONFLICT BETWEEN SPECIFICATIONS IS FOUND, THE MORE STRICT SPECIFICATION WILL APPLY ASDECIDED BY THE CITY ENGINEER. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS UNLESS OTHERWISE NOTED.
THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THATARE NOT SPECIFIED HEREIN. THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR FAILURE BY THECONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT DOCUMENTS.
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.
THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING IN WRITING AT LEAST 3 WORKING DAYS PRIOR TO BEGINNINGCONSTRUCTION.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS INCLUDINGTHE 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.
FOLLOWING COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND BEFORE REQUESTING OCCUPANCY, A PROOF SURVEY SHALL BEPROVIDED TO THE DIVISION OF ENGINEERING THAT DOCUMENTS "AS-BUILT" ELEVATIONS, DIMENSIONS, SLOPES AND ALIGNMENTS OF ALLELEMENTS OF THIS PROJECT. THE PROOF SURVEY SHALL BE PREPARED, SIGNED AND SUBMITTED BY THE PROFESSIONAL ENGINEER WHO
SEALED THE CONSTRUCTIONS DRAWINGS.
THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT-OF-WAY AND AREAS DEFINED AS PERMANENT AND/ORTEMPORARY CONSTRUCTION EASEMENTS, UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER.
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 FORRESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY AN OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY ENGINEER.
NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF
THE CITY ENGINEER.
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.
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 UPIMMEDIATELY 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.
DISPOSAL OF EXCESS EXCAVATION WITHIN SPECIAL FLOOD HAZARD AREAS (100-YEAR FLOODPLAIN) IS NOT PERMITTED.
ALL SIGNS, LANDSCAPING, STRUCTURES OR OTHER APPURTENANCES WITHIN RIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTIONSHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR.
ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR REPAIRED AND CONNECTED TO THE PUBLIC STORMSEWER SYSTEM AS DIRECTED BY THE CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF MANUFACTURE. APPROVED PRECAST CONCRETE PRODUCTSWILL BE STAMPED OR HAVE SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN CONDUCTED BY THE CITY OF COLUMBUS. PRECASTCONCRETE PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT BE APPROVED FOR INSTALLATION.
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 II ACCORDING TO ITEM 613. ITEM 911 OF THE STANDARD SPECIFICATIONS SHALL BE USED ELSEWHERE.
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.
SEND THE INFORMATION TO THE FOLLOWING ADDRESS:
CONSTRUCTION INSPECTION DIVISIONCITY OF COLUMBUS1800 EAST 17TH AVENUECOLUMBUS, OHIO 43219
SEND A COPY OF THE TRANSMITTAL LETTER TO THE FOLLOWING ADDRESS:
DIVISION OF ENGINEERINGCITY OF DUBLIN5800 SHIER RINGS ROADDUBLIN, OHIO 43016
ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS OR SECURELY
PLATED DURING NONWORKING HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED OR SHALL BE PROTECTED BY APPROVED
TEMPORARY FENCING OR BARRICADES DURING NONWORKING HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THE TRENCHING OPERATION.
ALL TREES WITHIN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PRESERVED, WHETHER SHOWN OR NOTSHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH VISIBILITY FENCING
PLACED A MINIMUM 15 FEET FROM THE TREE TRUNK. TREES 6 – INCHES OR GREATER AT DBH (DIAMETER BREAST HEIGHT) MUST BE PROTECTED
WITH FENCING PLACED AT THE CRITICAL ROOT ZONE OR 15 FEET, WHICHEVER IS GREATER. TREES NOT INDICATED ON THE APPROVEDCONSTRUCTION DRAWINGS FOR REMOVAL MAY NOT BE REMOVED WITHOUT PRIOR APPROVAL OF THE DIVISION OF ENGINEERING.
CONDUIT MUST BE DIRECTIONALLY BORED ACROSS STREETS INSTEAD OF OPEN CUT, UNLESS SPECIFICALLY APPROVED BY THE CITY ENGINEER.
USE OF PNEUMATIC AIR RAM DEVICES IS NOT PERMITTED. PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY OF EXISTING STREETS MUST BE
OBTAINED FROM THE CITY OF DUBLIN DIVISION OF ENGINEERING BEFORE COMMENCING CONSTRUCTION. SHOULD OPEN CUTTING OF EXISTING
PAVEMENT BE PERMITTED, CONTROLLED DENSITY BACKFILL (TYPE II) SHALL BE USED IN PLACE OF COMPACTED GRANULAR BACKFILL,
ACCORDING TO ITEM 613 OF THE STANDARD SPECIFICATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHES WITHIN THE RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A
PERIOD OF ONE YEAR FROM THE FINAL ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARY REPAIRS AT NO COST TO THE CITY.
PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES THE FULL DEPTH OF THE EXISTING PAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER.PAVEMENT REPLACEMENT SHALL BE CONDUCTED ACCORDING TO CITY OF COLUMBUS STANDARD DRAWING 1441 DR. A AND APPLICABLE CITY OFDUBLIN STANDARD DRAWINGS. THE REPLACEMENT OF DRIVEWAYS, HANDICAPPED RAMPS, SIDEWALKS, BIKE PATHS, PARKING LOT PAVEMENT,ETC. SHALL BE PROVIDED ACCORDING TO THE APPROVED CONSTRUCTION DRAWINGS AND CITY OF DUBLIN STANDARD CONSTRUCTIONDRAWINGS.
TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY A CERTIFIED ARBORIST. AT THE COMPLETION OF THE PROJECT, THEARBORIST IS TO RETURN AND TRIM ANY BROKEN BRANCHES AS NEEDED.
ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN.
ALL INLETS SHALL BE CHANNELIZED.
PARK AREAS SHALL BE FINE-GRADED AND SEEDED WITH THE FOLLOWING MIXTURE:
IMPROVED KENTUCKY BLUEGRASS: 40% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)IMPROVED PERENNIAL RYE: 60% OF WEIGHT (2 VARIETIES IN EQUAL PARTS)GERMINATION RATE: 85%APPLICATION RATE: 7 LBS PER 1000 SQ FT OR AS DIRECTED BY THE DIVISION OF PARKS AND RECREATION, CITY OF DUBLIN, OHIO.
TRAFFIC CONTROL AND OTHER REGULATORY SIGNS SHALL BE TYPE S WITH A SQUARE POST ANCHOR BASE INSTALLATION AND MEET ALL
REQUIREMENTS OF ODOT TC-41.20 AND APPLICABLE CITY OF DUBLIN SPECIFICATIONS.
STREET SIGNS SHALL MEET ALL CITY OF DUBLIN SPECIFICATIONS WITH LETTERING COLORED IN WHITE DISPLAYED OVER A BROWN
BACKGROUND. SIGN TUBING SHALL BE BROWN IN COLOR AND CONFORM WITH THE TYPE S, SQUARE POST ANCHOR BASE INSTALLATIONREQUIREMENTS OF ODOT TC-41.20.
UTILITIES
THE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS PROJECT:
WATER
SANITARY & STORM
NATURAL GAS
ELECTRIC
CITY OF COLUMBUS
CITY OF DUBLIN
COLUMBIA GAS
AMERICAN ELECTRIC POWER
910 DUBLIN RD
DIVISION OF ENGINEERING
290 NATIONWIDE BLVD
850 TECH CENTER DRIVE
COLUMBUS, OH
6555 SHIER RINGS RD
COLUMBUS, OH 43215
GAHANNA, OH 43230
DUBLIN, OH 43016
PAUL PAXTON
CABLE
FIBER
COMMUNICATIONS
COMMUNICATIONS
AT&T
COLUMBUS FIBERNET
CHARTER COMMUNICATIONS
FRONTIER COMMUNICATIONS
111 N. 4TH ST.,
1600 WALCUTT ROAD
3760 INTERCHANCE ROAD
2780 LIBERTY ROAD
COLUMBUS, OH 43215
COLUMBUS, OH 43228
COLUMBUS, OH 43204
DELAWARE, OH 43015
ROGER MIKESELL
MATT BLACKSTONE
RAY MAURER
ROBERT CHANDLER
THE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIO UTILITIES PROTECTION SERVICE (TELEPHONE NUMBER 800-362-2764),
PRODUCER'S UNDERGROUND PROTECTION SERVICE (TELEPHONE NUMBER 614-587-0486), AND TO OWNERS OF UNDERGROUND UTILITIES THAT
ARE NOT MEMBERS OF A REGISTERED UNDERGROUND PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST 2 WORKING DAYS BEFORESTART OF CONSTRUCTION.
THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVEDCONSTRUCTION DRAWINGS AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUND UTILITY. THE CITY OF DUBLIN AND THE CITY
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR DEPTHS OF UNDERGROUND FACILITIES SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF THE SAME AND FOR ANY
RESULTING CONTINGENT DAMAGE.
LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON
THE APPROVED CONSTRUCTION DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE OWNER AND THE CITY ENGINEER.
PUBLIC STREET LIGHTING MAY BE IN THE VICINITY OF THIS PROJECT. CONTACT THE CITY OF DUBLIN, DIVISION OF ENGINEERING AT 410-4637,
TWO DAYS PRIOR TO BEGINNING WORK.
TRAFFIC CONTROL
TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTRACTOR ACCORDING TO OHIO MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES (OMUTCD), CURRENT EDITION.
ALL TRAFFIC LANES OF PUBLIC ROADWAYS SHALL BE FULLY OPEN TO TRAFFIC FROM 7:00 AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM UNLESSAUTHORIZED DIFFERENTLY BY THE CITY ENGINEER. AT ALL OTHER HOURS THE CONTRACTOR SHALL MAINTAIN MINIMUM ONE-LANE TWO-WAYTRAFFIC. UNIFORMED, OFF-DUTY POLICE OFFICERS SHALL REPLACE FLAGMEN DESIGNATED BY THE OMUTCD, AND SHALL BE PRESENTWHENEVER ONE-LANE, TWO-WAY TRAFFIC CONTROL IS IN EFFECT. POLICE CRUISERS MAY BE REQUIRED AS DIRECTED BY THE CITY ENGINEER.
IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER PROVISIONS FOR TRAFFIC CONTROL, THE CITYENGINEER SHALL ASSIGN UNIFORMED, OFF-DUTY POLICE OFFICERS TO THE PROJECT AT NO COST TO THE CITY.
STEADY-BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND SIMILAR TRAFFIC CONTROL DEVICES IN USE AT
NIGHT.
ACCESS FROM PUBLIC ROADWAYS TO ALL ADJOINING PROPERTIES FOR EXISTING RESIDENTS OR BUSINESSES SHALL BE MAINTAINEDTHROUGHOUT THE DURATION OF THE PROJECT FOR MAIL, PUBLIC WATER AND SANITARY SEWER SERVICE, AND EMERGENCY VEHICLES. THECONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN DETAILING THE PROPOSED MAINTENANCE OF TRAFFIC PROCEDURES. THE TRAFFICCONTROL PLAN MUST INCORPORATE ANY TRAFFIC CONTROL DETAILS CONTAINED HEREIN. THE TRAFFIC CONTROL PLAN PROPOSED BY THECONTRACTOR MUST BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENT CONTROL
THE CONTRACTOR OR DEVELOPER IS RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT (NOI) TO BE REVIEWED AND APPROVED BY THE OHIO
EPA. THE NOI MUST BE SUBMITTED TO OEPA 45 DAYS PRIOR TO THE START OF CONSTRUCTION AND MAY ENTITLE COVERAGE UNDER THE OHIOEPA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. A PROJECT LOCATION MAP MUST BE
SUBMITTED WITH THE NOI. A SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL IF ASEDIMENT AND EROSION CONTROL PLAN HAS NOT ALREADY BEEN INCLUDED WITH THE APPROVED CONSTRUCTION DRAWINGS. THIS PLAN MUST
BE MADE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGN OF EROSION CONTROL SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF
OHIO EPA, ITEM 207 OF OHIO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND THE CITY ENGINEER. AN INDIVIDUAL NPDESSTORMWATER DISCHARGE PERMIT MAY BE REQUIRED. THE CONTRACTOR SHALL BE CONSIDERED THE PERMITTEE.
THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE STORM WATER RUNOFF LEAVES THE PROJECT, INCLUDINGWATERWAYS, OVERLAND SHEET FLOW, AND STORM SEWERS.
ACCEPTED METHODS OF PROVIDING EROSION/SEDIMENT CONTROL INCLUDE BUT ARE NOT LIMITED TO: SEDIMENT BASINS, SILT FILTER FENCE,AGGREGATE CHECK DAMS, AND TEMPORARY GROUND COVER. HAY OR STRAW BALES ARE NOT PERMITTED.
THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES CONSISTENT WITH EROSION CONTROL PRACTICES.
DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 30 DAYS OR MORE SHALL BE SEEDED OR PROTECTED WITHIN SEVEN CALENDAR DAYS
OF THE DISTURBANCE. OTHER SEDIMENT CONTROLS THAT ARE INSTALLED SHALL BE MAINTAINED UNTIL VEGETATIVE GROWTH HAS BEEN
ESTABLISHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY SEDIMENT DEVICES AT THE CONCLUSION OF
CONSTRUCTION BUT NOT BEFORE GROWTH OF PERMANENT GROUND COVER.
BLASTING (IF PERMITTED)
THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM WASHINGTON TOWNSHIP FIRE DEPARTMENT PRIOR TO BLASTING FOR ROCK
EXCAVATION. THE CONTRACTOR SHALL SUBMIT BLASTING REPORTS UPON COMPLETION OF BLASTING TO THE CITY ENGINEER, THE OWNER, AND
THE OWNER'S ENGINEER. TOP OF ROCK ELEVATIONS SHALL BE SHOWN ON "AS-BUILT" CONSTRUCTION DRAWINGS.
SANITARY SEWERS
CONNECTIONS TO THE SANITARY SEWER WILL BE PERMITTED UPON RECEIVING AN OEPA PERMIT TO INSTALL AND UPON RECEIVING ASATISFACTORY LETTER FROM THE DESIGN ENGINEER STATING THAT THE PROJECT HAS BEEN CONSTRUCTED AS PER THE PLANS, AND ALL OFTHE CONDITIONS OF THE PTI HAVE BEEN MET. THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL REQUIRED OHIO EPA APPROVALS AND
PAYING REVIEW FEES.
SANITARY SEWAGE COLLECTION SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RULES, REGULATIONS. STANDARDS ANDSPECIFICATIONS OF THE CITY OF DUBLIN, OHIO EPA, OHIO DEPARTMENT OF HEALTH AND THE CURRENT EDITION OF THE GREAT LAKES-UPPER
MISSISSIPPI RIVER BOARD (TEN STATES) - RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES.
THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPE WITH DIAMETERS 15 INCHES AND SMALLER SHALL BE REINFORCED CONCRETE PIPEASTM C76 CLASS 3, OR PVC SEWER PIPE ASTM D3034, SDR 35. PIPE FOR 6-INCH DIAMETER HOUSE SERVICE LINES SHALL BE PVC PIPE ASTM
D3034, SDR 35. PVC PIPE SHALL NOT BE USED AT DEPTHS GREATER THAN 28 FEET. PIPE MATERIALS AND RELATED STRUCTURES SHALL BE SHOP
TESTED IN ACCORDANCE WITH CITY OF COLUMBUS CONSTRUCTION INSPECTION DIVISION QUALITY CONTROL REQUIREMENTS.
THE MINIMUM REQUIREMENTS FOR SANITARY SEWER PIPES WITH DIAMETERS GREATER THAN 15 INCHES SHALL BE REINFORCED CONCRETE
PIPE ASTM C76 WITH CLASS DESIGNATION SPECIFIED IN THE APPROVED CONSTRUCTION DRAWINGS.
ALL IN-LINE WYE AND TEE CONNECTIONS IN CONCRETE SEWERS, 18-INCH DIAMETER AND LARGER, SHALL BE EITHER KOR-N-TEE OR KOR-N-SEALCONNECTIONS CONFORMING TO THE MANUFACTURER'S RECOMMENDATIONS.
GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS ORCONTROLLED DENSITY BACKFILL ACCORDING TO ITEM 613, TYPE II OF THE STANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER.
ALL MANHOLE LIDS SHALL BE PROVIDED WITH CONTINUOUS SELF-SEALING GASKETS. THE APPROVED CONSTRUCTION DRAWINGS SHALL SHOWWHERE BOLT-DOWN LIDS ARE REQUIRED. SANITARY SEWER MANHOLES SHALL BE PRECAST CONCRETE OR AS APPROVED BY THE CITY
ENGINEER AND CONFORM TO THE CITY OF DUBLIN SANITARY MANHOLE STANDARD DRAWING. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLINLOGO.
ALL PVC SEWER PIPES SHALL BE DEFLECTION TESTED NO LESS THAN 60 DAYS AFTER COMPLETION OF BACKFILLING OPERATIONS. ALL OTHER
REQUIREMENTS SHALL BE ACCORDING TO ITEM 901.21 OF THE STANDARD SPECIFICATIONS.
TEMPORARY BULKHEADS SHALL BE PLACED IN PIPES AT LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS AND SHALL REMAIN
IN PLACE UNTIL THE PERMIT TO INSTALL (PTI) HAS BEEN ISSUED BY THE OEPA AND THE SEWERS HAVE BEEN APPROVED FOR USE BY THE CITYENGINEER. THE COST FOR FURNISHING, INSTALLING, MAINTAINING, AND REMOVING BULKHEADS SHALL BE INCLUDED IN THE CONTRACT UNIT BIDPRICE FOR THE VARIOUS SANITARY SEWER ITEMS.
ALL SANITARY SEWERS INCLUDING SANITARY SEWER SERVICE LINES SHALL BE SUBJECTED TO AND PASS INFILTRATION OR EXFILTRATION TESTSACCORDING TO ITEM 901 OF THE STANDARD SPECIFICATIONS AND MUST BE APPROVED FOR USE BY THE CITY ENGINEER BEFORE ANY SERVICECONNECTIONS ARE TAPPED INTO SEWERS.
FOR SANITARY SEWER INFILTRATION, LEAKAGE THROUGH JOINTS SHALL NOT EXCEED 100 GALLONS PER INCH OF TRIBUTARY SEWER DIAMETERPER 24 HOURS PER MILE OF LENGTH OR THE COMPUTED EQUIVALENT. ALL SANITARY SEWERS SHALL BE TESTED.
AT THE DETERMINATION OF THE CITY ENGINEER, THE CONTRACTOR MAY BE REQUIRED TO PERFORM A TV INSPECTION OF THE SANITARY SEWERSYSTEM PRIOR TO FINAL ACCEPTANCE BY THE CITY. THIS WORK SHALL BE COMPLETED BY THE CONTRACTOR AT HIS EXPENSE.
VISIBLE LEAKS OR OTHER DEFECTS OBSERVED OR DISCOVERED DURING TV INSPECTION SHALL BE REPAIRED TO THE SATISFACTION OF THE
ENGINEER.
ROOF DRAINS, FOUNDATION DRAINS, FIELD TILE OR OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE STRICTLYPROHIBITED ACCORDING TO SECTION 51.23 OF THE DUBLIN CODE OF ORDINANCES.
ALL WATER LINES SHALL BE LOCATED AT LEAST 10 FEET HORIZONTALLY AND 18 INCHES VERTICALLY, FROM SANITARY SEWERS AND STORMSEWERS, TO THE GREATEST EXTENT PRACTICABLE. WHERE SANITARY SEWERS CROSS WATER MAINS OR OTHER SEWERS OR OTHER UTILITIES,TRENCH BACKFILL SHALL BE PLACED BETWEEN THE PIPES CROSSING AND SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM912 OF THE STANDARD SPECIFICATIONS. IN THE EVENT THAT A WATER LINE MUST CROSS WITHIN 18 INCHES OF A SANITARY SEWER, THESANITARY SEWER SHALL BE CONCRETE ENCASED OR CONSIST OF DUCTILE IRON PIPE MATERIAL.
SERVICE RISERS SHALL BE INSTALLED WHERE THE DEPTH FROM WYES TO PROPOSED GROUND ELEVATION EXCEEDS 10 FEET. TOPS OF RISERSSHALL BE NO LESS THAN 9 FEET BELOW PROPOSED GROUND ELEVATION IF BASEMENT SERVICE IS INTENDED.
WHERE SERVICE RISERS ARE NOT INSTALLED, A MINIMUM 5-FOOT LENGTH OF SANITARY SEWER SERVICE PIPE OF THE SAME SIZE AS THE WYEOPENING SHALL BE INSTALLED.
THE CONTRACTOR SHALL FURNISH AND PLACE, AS DIRECTED, APPROVED WYE POLES MADE OF 2 INCHES X 2 INCHES LUMBER AT ALL WYE
LOCATIONS, ENDS OF EXTENDED SERVICES, OR AT THE END OF EACH RISER WHERE RISERS ARE REQUIRED. WYE POLES SHALL BE VISIBLEBEFORE ACCEPTANCE BY THE CITY. THE COST OF THESE POLES SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE VARIOUS SEWERITEMS.
EXISTING SANITARY SEWER FLOWS SHALL BE MAINTAINED AT ALL TIMES. COSTS FOR PUMPING AND BYPASSING SHALL BE INCLUDED IN THE
CONTRACTOR'S UNIT PRICE BID FOR THE RELATED ITEMS.
THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT, AND LABOR TO MAKE CONNECTIONS TO EXISTING MANHOLES. THE SEWER PIPETO MANHOLE CONNECTIONS FOR ALL SANITARY SEWERS SHALL BE FLEXIBLE AND WATERTIGHT. ALL HOLES SHALL BE NEATLY CORED. THESEWER PIPE BARREL AT THE SPRINGLINE SHALL NOT EXTEND MORE THAN 1 INCH BEYOND THE INSIDE FACE OF THE MANHOLE. TO MAINTAIN
FLEXIBILITY IN THE CONNECTION, A 1-INCH SPACE SHALL BE LEFT BETWEEN THE END OF THE PIPE INSIDE THE MANHOLE AND THE CONCRETE
CHANNEL; THIS SPACE SHALL BE FILLED WITH A WATERPROOF FLEXIBLE JOINT FILLER. ANY METAL THAT IS USED SHALL BE TYPE 300 SERIESSTAINLESS STEEL. THE CONNECTION MAY BE ANY OF THE FOLLOWING TYPES:A.
RUBBER SLEEVE WITH STAINLESS STEEL BANDING
KOR-N-SEAL AS MANUFACTURED BY NATIONAL POLLUTION CONTROL SYSTEMS, INC.
LOCK JOINT FLEXIBLE MANHOLE SLEEVE AS MANUFACTURED BY INTERPACE CORPORATION
OR EQUAL AS APPROVED BY THE CITY ENGINEER
B.
RUBBER GASKET COMPRESSION
PRESS WEDGE II AS MANUFACTURED BY PRESS-SEAL GASKET CORPORATION.
DURA SEAL III AS MANUFACTURED BY DURA TECH, INC.
LINK-SEAL AS MANUFACTURED BY THUNDERLINE CORPORATION.
OR EQUAL AS APPROVED BY THE CITY ENGINEER.
THE COST FOR THIS WORK ALONG WITH A NEW CHANNELIZED BASE FOR THE MANHOLE SHALL BE INCLUDED IN THE UNIT BID PRICE FOR THE
RELATED ITEMS OF WORK.
WATER LINE
ALL WATER LINE MATERIALS SHALL BE PROVIDED AND INSTALLED ACCORDING TO CURRENT SPECIFICATIONS OF THE CITY OF COLUMBUS
DIVISION OF WATER.
ALL PUBLIC WATER PIPE WITH A DIAMETER 3 INCHES TO 8 INCHES SHALL BE DUCTILE IRON, CLASS 53. PUBLIC WATER PIPE 12 INCHES IN
DIAMETER OR LARGER SHALL BE DUCTILE IRON, CLASS 54. PUBLIC WATER PIPE 20 INCHES IN DIAMETER OR LARGER MAY BE PRESTRESSED
CONCRETE PIPE. PRIVATE WATER PIPE SHALL MEET THE APPROVAL OF THE CITY OF COLUMBUS DIVISION OF WATER PRIOR TO APPROVAL OFTHE CONSTRUCTION DRAWINGS.
ONLY FIRE HYDRANTS CONFORMING TO CITY OF COLUMBUS STANDARDS WILL BE APPROVED FOR USE.
PUBLIC WATER LINES SHALL BE DISINFECTED BY THE CITY OF COLUMBUS DIVISION OF WATER. REQUESTS FOR WATER LINE CHLORINATION
SHALL BE MADE THROUGH THE CITY OF DUBLIN DIVISION OF ENGINEERING. THE COST FOR CHLORINATION SHALL BE PAID FOR BY THECONTRACTOR.
ALL WATER LINES SHALL BE DISINFECTED ACCORDING TO ITEM 801.13 OF THE STANDARD SPECIFICATIONS SPECIAL ATTENTION IS DIRECTED TOAPPLICABLE SECTIONS OF AMERICAN WATER WORKS ASSOCIATION SPECIFICATION C-651, PARTICULARLY FOR FLUSHING (SECTION 5) AND FORCHLORINATING VALVES AND FIRE HYDRANTS (SECTION 7). PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 801.12 OFTHE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. WHEN WATER LINES ARE READY FOR DISINFECTION, THE CITY OF
DUBLIN SHALL SUBMIT TWO (2) SETS OF "AS-BUILT" PLANS, AND A LETTER STATING THAT THE WATER LINES HAVE BEEN PRESSURE TESTED ANDNEED TO BE DISINFECTED, TO THE CITY OF COLUMBUS, DIVISION OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS
ASSOCIATED WITH THE DISINFECTION OF ALL WATER LINES CONSTRUCTION PER THIS PLAN. PRESSURE TESTING SHALL BE PERFORMED INACCORDANCE WITH SECTION 801.12 OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS.
THE CONTRACTOR SHALL PAINT ALL FIRE HYDRANTS ACCORDING TO CITY OF DUBLIN STANDARDS. THE COST OF PAINTING FIRE HYDRANTSSHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR FIRE HYDRANTS.
NO WATER TAPS OR SERVICE CONNECTIONS (E.G., TO CURB STOPS OR METER PITS) MAY BE ISSUED UNTIL ADJACENT PUBLIC WATER LINES
SERVING THE CONSTRUCTION SITE HAVE BEEN DISINFECTED BY THE CITY OF COLUMBUS DIVISION OF WATER AND HAVE BEEN ACCEPTED BYTHE CITY ENGINEER. A TAP PERMIT FOR EACH WATER SERVICE MUST BE OBTAINED FROM THE CITY OF DUBLIN AND THE CITY OF COLUMBUS
DIVISION OF WATER
BEFORE MAKING ANY TAPS INTO PUBLIC WATER LINES. 8. THE CONTRACTOR SHALL NOTIFY THE CITY OF COLUMBUS DIVISION OF WATER AT
645-7788 AND THE CITY OF DUBLIN DIVISION OF ENGINEERING AT LEAST 24 HOURS BEFORE TAPPING INTO EXISTING WATER LINES.
ALL WATER MAIN STATIONING SHALL BE BASED ON STREET CENTERLINE STATIONING.
ALL BENDS, JOINT DEFLECTIONS AND FITTINGS SHALL BE BACKED WITH CONCRETE PER CITY OF COLUMBUS STANDARDS.
THE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO ALL AFFECTED PROPERTY OWNERS AT LEAST 1 WORKING DAY BUT NOT MORE THAN 3WORKING DAYS PRIOR TO ANY TEMPORARY INTERRUPTION OF WATER SERVICE. INTERRUPTION OF WATER SERVICE SHALL BE MINIMIZED AND
MUST BE APPROVED BY THE CITY ENGINEER.
WATER METERS SHALL BE INSTALLED INSIDE PROPOSED STRUCTURES UNLESS A METER PIT INSTALLATION IS APPROVED BY THE CITY OFCOLUMBUS DIVISION OF WATER. METER PITS MUST CONFORM TO STANDARD DRAWINGS L-7103, A&B FOR 5/8" THROUGH 1" METERS OR L-6317, A,
B, C&D FOR 1-1/2" OR LARGER METERS.
WATER LINES TO BE INSTALLED IN EMBANKMENT AREAS SHALL BE PLACED AFTER THE EMBANKMENT HAS BEEN PLACED AND COMPACTEDACCORDING TO THE STANDARD SPECIFICATIONS.
CURB STOP BOXES SHALL BE LOCATED AT LEAST 1 FOOT INSIDE THE RIGHT-OF-WAY AND SET AT FINISHED GRADE.
IF THE TOP OF THE OPERATING NUT OF ANY VALVE IS GREATER THAN 36 INCHES BELOW FINISHED GRADE, AN EXTENSION STEM SHALL BEFURNISHED TO BRING THE TOP OF THE OPERATING NUT TO WITHIN 24 INCHES OF FINISHED GRADE ELEVATION.
ALL WATER LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 4 FEET MEASURED FROM TOP OF FINISHED GRADE TO TOP OF WATER LINE.WATER LINES SHALL BE SET DEEPER AT ALL POINTS WHERE NECESSARY TO CLEAR EXISTING OR PROPOSED UTILITY LINES OR OTHER
UNDERGROUND RESTRICTIONS BY A MINIMUM OF 18 INCHES.
TWO ¾ INCH TAPS SHALL BE INSTALLED WITHIN 2 FEET OF THE END OF THE LINE ON ALL DEAD-END WATER LINES.
STORM SEWER
ALL STORM WATER DETENTION AND RETENTION AREAS AND MAJOR FLOOD ROUTING SWALES SHALL BE CONSTRUCTED TO FINISH GRADE AND
HYDRO-SEEDED AND HYDRO-MULCHED ACCORDING TO ITEMS 203 AND 659 OF THE STANDARD SPECIFICATIONS.
WHERE PRIVATE STORM SEWERS CONNECT TO PUBLIC STORM SEWERS, THE LAST RUN OF PRIVATE STORM SEWER CONNECTING TO THE
PUBLIC STORM SEWER SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM DESIGNATION C76, WALL B, CLASS IV FOR PIPEDIAMETERS 12 INCHES TO 15 INCHES, CLASS III FOR 18 INCHES TO 24 INCH PIPES, AND 27 INCHES AND LARGER PIPE SHALL BE CLASS II, UNLESS
OTHERWISE SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. INSPECTION IS REQUIRED BY THE CITY OF DUBLIN’S DIVISION OF
ENGINEERING.
GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS ORCONTROLLED DENSITY BACKFILL ACCORDING TO ITEM 613, TYPE II OF THE STANDARD SPECIFICATIONS AS DIRECTED BY THE CITY ENGINEER.
ALL STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM DESIGNATION C76, WALL B, CLASS IV FOR PIPE DIAMETERS
12 INCHES TO 15 INCHES, CLASS III FOR 18 INCHES TO 24 INCH PIPES, AND 27 INCHES AND LARGER PIPE SHALL BE CLASS II, UNLESS OTHERWISE
SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS.
HEADWALLS AND ENDWALLS SHALL BE REQUIRED AT ALL STORM SEWER INLETS OR OUTLETS TO AND FROM STORMWATER MANAGEMENTFACILITIES. NATURAL STONE AND/OR BRICK APPROVED BY THE CITY ENGINEER SHALL BE PROVIDED ON ALL VISIBLE HEADWALLS AND/ORENDWALLS SURFACES.
STORM INLETS OR CATCH BASINS SHALL BE CHANNELIZED AND HAVE BICYCLE SAFE GRATES. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN
LOGO AND ALL CURB INLET AND CATCH BASIN GRATES SHALL INDLUCE ENGRAVED LETTERING: “DUMP NO WASTE; DRAINS TO RIVER.”
STORM SEWER OUTLETS GREATER THAN 18 INCHES IN DIAMETER ACCESSIBLE FROM STORMWATER MANAGEMENT FACILITIES ORWATERCOURSES SHALL BE PROVIDED WITH SAFETY GRATES, AS APPROVED BY THE CITY ENGINEER.
MAIL DELIVERY
THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERY WITHIN THE PROJECT LIMITS IS NOT DISRUPTED BYCONSTRUCTION OPERATIONS. THIS RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION THAT WILL ALLOWTHE COMPLETION OF THE WORK AND SHALL ALSO INCLUDE THE RESTORATION OF MAILBOXES TO THEIR ORIGINAL LOCATION OR APPROVED
NEW LOCATION. ANY RELOCATION OF MAILBOX SERVICES MUST BE FIRST COORDINATED WITH THE US POSTAL SERVICE AND THE HOMEOWNER.
BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE U.S. POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING
TO THE REQUIREMENTS OF THE POSTAL SERVICE.
USE OF FIRE HYDRANTS
THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE DUBLIN SERVICE DEPARTMENT AND THE COLUMBUS DIVISION OF WATER
FOR THE USE OF FIRE HYDRANTS WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT AND PROVIDE THE CITY OF DUBLIN A COPY OF
THE HYDRANT USAGE PERMIT OBTAINED FROM THE CITY OF COLUMBUS. THE CONTRACTOR SHALL ALSO SEND A COPIES OF PERMITS OBTAINED
FROM DUBLIN AND COLUMBUS TO THE WASHINGTON AND/OR PERRY TOWNSHIP FIRE DEPARTMENT. PERMITS SHALL BE KEPT AT THE
CONSTRUCTION SITE AT ALL TIMES.
BEFORE THE FINAL ESTIMATE IS PAID, THE CONTRACTOR SHALL SUBMIT A LETTER FROM THE CITY OF COLUMBUS DIVISION OF WATER TO THE
CITY ENGINEER STATING THAT THE CONTRACTOR HAS RETURNED THE SIAMESE VALVE TO THE CITY OF COLUMBUS AND HAS PAID ALL COSTSARISING FROM THE USE OF THE FIRE HYDRANTS.
N73°39'35"E 376.69'
S4°20'36"E 520.32'
N4°20'20"W 421.73'
N85°41'54"E 333.45'
N85°41'54"E 403.51'
T PAD
R/W
R/W
R/W
R/W
R/W
R/W
N4° 20' 20"W 405.67'
STORM STRUCTURE TABLE
ID NO.
DESCRIPTION:
HEADWALL
(AA-S168)(ST-01)
MANHOLE
(AA-S102)
(CONTROL
STRUCTURE)
HEADWALL
(AA-S168)
HEADWALL
(AA-S168)(ST-01)
CATCH BASIN
(AA-S133B)CLEANOUTCLEANOUTCLEANOUT
YARD DRAIN
CLEANOUT
CATCH BASIN
(AA-S133B)HEADWALL
(AA-S168)(ST-01)
NORTHING:
EASTING:
RIM:
INVERTS:
12" S INV. 934.5012" N INV. 934.
12" SW INV. 933.0012" NE INV. 930.0012" SW INV. 934.1512" NE INV. 934.
10" S INV. 934.
8" SW INV. 935.
10" N INV. 935.
8" S INV. 936.
8" NE INV. 936.106" NE INV. 936.
6" NW INV. 936.
8" NE INV. 936.
6" SW INV. 937.406" NW INV. 937.
12" N INV. 934.5312" S INV. 934.
PIPE SCHEDULE
NAME
SIZE
LENGTH
SLOPE
MATERIAL
HDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPEHDPE
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ALL HDPE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AASHTO M 294 AND MP7-97, SUCH AS ADS N-12 SMOOTH WALL HDPE OR APPROVEDEQUIVALENT. ALL DRAINAGE PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED ON PLANS.
ALL HDPE PIPE SHALL POSSESS MALE AND FEMALE ENDS TO ALLOW OVERLAPPING GASKETED PIPE JOINTS PER AASHTO M294. GASKET MATERIAL SHALLCONFORM TO ASTM F 477. ALL HDPE PIPE SHALL BE CLEARLY MARKED WITH THE FOLLOWING: MANUFACTURERS NAME, NOMINAL PIPE SIZE, ANDPRODUCT/ EXTRUSION CODE.
ALL PIPE LENGTHS ARE APPROXIMATE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
GENERAL CONTRACTOR TO MAINTAIN POSITIVE STORM SEWER WATER DRAINAGE THROUGH ENTIRE CONSTRUCTION PROCESS.
INVERTS INDICATED ON THE PLAN REGARDING THE INVERT REFERS TO THE CENTER INVERT OF THE STRUCTURE. THE CONTRACTOR SHALL ENSURE THATA SLOPE IS PROVIDED WITHIN THE STRUCTURE TO PROMOTE POSITIVE DRAINAGE FROM THE INLET(S) TO THE OUTLET(S) OF THE STRUCTURE.
FINGER DRAINS ARE TO BE INSTALLED ON ALL CURB INLETS.
1 inch = 30 feet
GRAPHIC SCALE
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EXISTING CONTOURSPROPOSED CONTOURSPROPOSED SPOT ELEVATION AT CURBPROPOSED SPOT ELEVATIONPROPOSED SLOPEPROPOSED GRADECONSTRUCTION LIMITSPROPOSED CATCH BASINPROPOSED STORM SEWER
C
CROWNPROPOSED MANHOLE
XXX.XXXXX.XXXXX.XX
WET POND
ELEVATION = 934.
MAJOR FLOOD ROUTE(GREATER THAN 100 EVENT)
SEE SHEET C
FOR GRADING
DETAILS AROUND
BUILDING
100 YEAR PONDING ELEVATION: 935.97ODOT TYPE D RIPRAP / ST-
N85°41'54"E 333.45'
TPAD
R/W
R/W
R/W
R/W
R/W
15'
12'
R15'
5'
5'
19.5'
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PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATION IN
ALL AREAS WITHIN THE BUILDING PAD.
FINISHED GRADES ADJACENT TO BUILDING SHALL BE 4 in. BELOWFINISHED FLOOR.
ENSURE PATIO AREAS DRAIN APPROPRIATELY AND DO NOT COLLECTWATER IN PAVER AREAS.
CONTRACTOR SHALL PROVIDE EXPANSION JOINT AT DOORS AND ALLLOCATIONS WHERE CONCRETE IS SHOWN ADJACENT TO THE BUILDING.SEE ARCHITECTURAL PLANS FOR JOINT DETAIL.
ALL DIMENSIONS AT THE BUILDING ARE TO THE EDGE OF SLAB.
SEE SHEET C500 FOR DOWNSPOUT DETAILS.
POURED CONCRETE SIDEWALK. SEE DETAIL SHEET C500.3'-0" MINIMUM WIDTH ACCESSIBLE ROUTE FROM BUILDING TOPUBLIC RIGHT-OF-WAY. CROSS SLOPE IS NOT TO EXCEED 2.00%.DOWN SPOUT CONNECTION. SEE DETAILS ON SHEET C500.YARD DRAIN. SEE GRADING SHEET FOR DETAILS.DRAIN LEADER CLEAN-OUT. SEE DETAIL ON SHEET C500. SEEGRADING SHEET FOR INVERTS.YARD DRAIN. SEE GRADING SHEET FOR DETAILS.
EXISTING CONTOURSPROPOSED CONTOURSPROPOSED SPOT ELEVATION AT CURBPROPOSED SPOT ELEVATIONPROPOSED SLOPEPROPOSED GRADE
XXX.XXXXX.XX
XXX.XX
PROPOSED CONCRETE PAVEMENT
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
N4° 20' 20"W 405.67'
NEW RIGHTTURN LANE
NEW LEFT
TURN LANE
R26'
R26'
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PROPOSED 8' SHARED PATH. SEE CITY DETAIL RD-05 & RD-06.PORTION OF SHARED PATH TO BE CONSTRUCTED UNDERROADWAY PROJECT. SEE PLAN NOTES FOR LIMITS.PROPOSED ACCESSIBLE CURB RAMP. SEE CITY DETAIL PD-02,PD-03 & PD-08.PROPOSED RIGHT OF WAY CURB AND GUTTER. SEE CITY DETAILRD-02.PROPOSED COMMERCIAL DRIVE PER CITY DETAIL RD-07.PROPOSED ASPHALT PAVEMENT IN RIGHT OF WAY. PAVEMENTSECTION PER CITY DETAIL RD-01.PROPOSED RIGHT TURN LANE. SEE ROADWAY IMPROVEMENTPLANS FOR DETAILSPROPOSED LEFT TURN LANE. SEE ROADWAY IMPROVEMENTPLANS FOR DETAILS
EXISTING CONTOURSPROPOSED CONTOURSPROPOSED SPOT ELEVATION AT CURBPROPOSED SPOT ELEVATIONPROPOSED SLOPEPROPOSED GRADE
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PROPOSED CONCRETE PAVEMENTPROPOSED 8' PUBLIC SHARED PATHPROPOSED ASPHALT PAVEMENT
E:\CURRENT PROJECTS\2018\NOAHS EVENT VENUE\1809_DUBLIN OH\02-CIVIL\DESIGN\CIVIL PLAN SET_DUBLIN OH.DWG - 1/10/2019 1:43 AM
NOAH'S EVENT CENTER
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CROSBY SILT LOAM, SOUTHERN OHIO TILL PLAIN
Ko
KOKOMO SILTY CLAY LOAM
BRACK ENGINEERING
5659 GREYSTONE LN
HILLIARD, OH 43026
ATTN: NATHAN HARRINGTON
EMAIL: [email protected]
PHONE:(614) 506-
ENGINEER
EMAIL: [email protected]
OWNER/DEVELOPER
SITE SWP3 - PROJECT NARRATIVE:
PROJECT NAME:
NOAH'S EVENT VENUE
PROJECT LOCATION:
EITERMAN ROAD & SHIER RINGS ROAD
THE PROPOSED IMPROVEMENTS INCLUDE AN EVENT CENTER BUILDING, PARKING AREA AND SIDEWALKS. THE TOTAL SITE ACREAGE:
4.18 AC.
DISTURBED AREA ON-SITE:
3.42 AC.
DISTURBED AREA IN PUBLIC RIGHT OF WAY:
0.31 AC.
TOTAL DISTURBED AREA:
3.73 AC.
THE PRE DEVELOPED IMPERVIOUS AREA:
0.0 AC.
ESTIMATED POST DEVELOPED IMPERVIOUS AREA:
1.12 AC.
THE PRE-DEVELOPED CONDITION IS OPEN SPACE GRASS FIELDS.AVERAGE PRE-DEVELOPED CURVE NUMBER IS 77.THE POST-DEVELOPED CONDITIONS WILL BE GRASS COVER, BUILDINGS, AND PAVEMENT AREAS AVERAGEPOST-DEVELOPED CURVE NUMBER IS 83. SEQUENCE OF CONSTRUCTION1.
OBTAIN PROPER PERMITS AND APPROVALS: CITY OF DUBLIN AND STATE OF OHIO.
CONDUCT A PRE-CONSTRUCTION MEETING AND ESTABLISH A STAGING AREA.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL PLACE THE NECESSARY BEST MANAGEMENTPRACTICES AS LISTED IN THE OHIO DEPARTMENT OF NATURAL RESOURCES RAINWATER AND LANDDEVELOPMENT MANUAL OR CONTAINED WITHIN THIS PLAN SILT FENCE,
CHECK DAMS, DIVERSION
SWALES, AND BASINS PER DETAILS)
CONTRACTOR SHALL INSTALL STORM SEWERS, POST-CONSTRUCTION EROSION CONTROL, AND BMP'SAS REQUIRED. PROVISIONS FOR INLET PROTECTION SHALL BE PLACED ON ALL STORM INLETS.
PERFORM ANY NECESSARY GRADING ACTIVITIES. DISTURBED AREAS SHALL BE SEEDED WITHIN 7 DAYS
OF CONSTRUCTION. DRAINAGE SHALL BE DIRECTED TO A FILTERING FACILITY AT ALL TIMES DURINGCONSTRUCTION.
TOPSOIL
SHALL
BE
STOCKPILED
FOR
LATER
RE-SPREAD
IN
LOCATIONS
SHOWN
HEREON OR HAULED OFFSITE.
COMPLETE ANY FINE GRADING, DITCH OR BERM GRADING, AND STABILIZE THESE AREAS.
INSTALL PAVEMENT SECTIONS AND MARKINGS, BEGIN BUILDING CONSTRUCTION, AND INSTALLATION OFPRIVATE UTILITIES.
SEED
AND
MULCH
THE
SITE
ACCORDING
TO
THE
TEMPORARY
AND
PERMANENT
SEEDING
REQUIREMENTS TO REESTABLISH THE DENUDED AREAS.
CONTACT CITY OF DUBLIN TO COMPLETE A FINAL ACCEPTANCE OF PROJECT.
THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE EROSION CONTROL DEVICES ONLY AFTER ALLAREAS HAVE BEEN PAVED AND/OR SEEDED/MULCHED.
AFTER REMOVAL OF THE EROSION CONTROL
DEVICES, THE CONTRACTOR SHALL
CLEAN ALL INLETS AND STORM SEWER PIPES OF ALL SEDIMENT
INCURRED DURING CONSTRUCTION.
* CONTRACTOR SHALL MODIFY THE SEQUENCE OF CONSTRUCTION BASED ON SITE CONDITIONS. CONTRACTOR
TO NOTIFY PROJECT MANAGER PRIOR TO CHANGING SEQUENCE OF CONSTRUCTION
x
COSGREY CREEK.
x
x
SWP3 PLAN NOTES1.
ALL EROSION AND SEDIMENTATION CONTROL SHALL BE PERFORMED ACCORDING TO: SWPPP AND
DETAIL PLANS; ACCORDING TO THE LATEST OHIO EPA AUTHORIZATION FOR CONSTRUCTION ACTIVITYUNDER THE "NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM" (NPDES); ANY AND ALL REQUIREDPERMITS, REPORTS, AND RELATED DOCUMENTS.
SEE OHIO EPA PERMIT NO. OHC000005 FOR SWPPP
RULES AND REGULATIONS.
ALL CONTRACTORS AND SUBCONTRACTORS MUST BECOME FAMILIAR WITH
ALL OF THE ABOVE.
CONTRACTOR
SHALL
IMPLEMENT
BEST
MANAGEMENT
PRACTICES
AS
REQUIRED
BY
THE
SWPPP.
ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONSAND GRADE CHANGES TO THE SITE AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OFCONSTRUCTION.
CONTRACTOR SHALL MINIMIZE CLEARING AND DISTURBANCE TO THE ENVIRONMENT TO THE MAXIMUM
EXTENT POSSIBLE OR AS REQUIRED BY THE GENERAL PERMIT.
SEDIMENT STRUCTURE AND PERIMETER SEDIMENT BARRIERS SHALL BE IMPLEMENTED AS THE FIRSTSTEP
OF
GRADING
BEFORE
THE
START
OF
CLEARING
AND
GRUBBING,
AND
SHALL
CONTINUE
TO
FUNCTION UNTIL THE SLOPE
DEVELOPMENT AREA IS RESTABILIZED. SEDIMENT CONTROL DEVICES
SHALL BE IMPLEMENTED FOR ALL AREAS REMAINING DISTURBED FOR OVER FOURTEEN (14) DAYS.
PERMANENT SOIL STABILIZATION OF DISTURBED AREAS BY MEANS OF VEGETATION, LANDSCAPE TYPEMULCHING, MATTING, SOD, RIP RAP, AND OTHER APPROVED LANDSCAPING TECHNIQUES TO BE APPLIED
AS FOLLOWS:
x
WITHIN SEVEN (7) DAYS OF ANY AREA THAT WILL BE DORMANT FOR ONE (1) YEAR OR MORE.
x
WITHIN TWO (2) DAYS OF ANY AREA WITHIN 50 FEET OF A SURFACE WATER OF THE STATE AT
FINAL GRADE.
x
WITHIN SEVEN (7) DAYS FOR ANY OTHER AREA AT FINAL GRADE.
TEMPORARY
SOIL
STABILIZATION
OF
DISTURBED
AREAS
BY
MEANS
OF
TEMPORARY
VEGETATION,
MULCHING, GEOTEXTILES, SOD, PRESERVATION OF EXISTING VEGETATION, AND OTHER APPROVED
TECHNIQUES TO BE APPLIED AS FOLLOWS:
x
WITHIN TWO (2) DAYS OF ANY AREA WITHIN 50 FEET OF A SURFACE WATER OF THE STATE NOTAT FINAL GRADE THAT WILL REMAIN DORMANT FOR OVER FOURTEEN (14) DAYS.
x
WITHIN SEVEN (7) DAYS OF ANY AREA THAT WILL REMAIN DORMANT FOR MORE THAN FOURTEEN
(14) DAYS, BUT LESS THAN ONE (1) YEAR.
x
PRIOR TO THE ONSET OF WINTER WEATHER FOR AREAS THAT WILL BE IDLE OVER WINTER.
TEMPORARY SEEDING, MULCHING, AND FERTILIZER SPECIFICATIONS:
SEEDING: ANNUAL RYEGRASS AT 2.02 #/1,000 S.F.MULCHING: STRAW MATERIAL SHALL BE UNROTTED SMALL GRAIN STRAW APPLIED AT A RATE OF TWO (2)TON/ACRE, OR 80-100 POUNDS PER 1,000 S.F. MULCH MATERIALS SHALL BE RELATIVELY FREE OF ALLKINDS OF WEEDS AND SHALL BE FREE OF PROHIBITIVE NOXIOUS WEEDS. MULCH SHALL BE SPREADUNIFORMLY BY HAND OR MECHANICAL MEANS. FROM NOVEMBER 01 THRU MARCH 15 INCREASE THERATE OF STRAW MULCH TO THREE (3) TON/ACRE.FERTILIZER: APPLY FERTILIZER AT HALF THE RATE OF PERMANENT APPLICATION AND AS PER STATEDOT SPECIFICATIONS. IF PROJECT CONDITIONS PREVENT FERTILIZING THE SOIL, THEN THIS ITEM MAY BEWAIVED.
PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH ODOT/COUNTY STANDARD SPECIFICATIONS.
SLOPES
SHALL
BE
LEFT
IN
A
ROUGHENED
CONDITION
DURING
THE
GRADING
PHASE
TO
REDUCE
RUNOFF VELOCITIES AND EROSION. ALL SLOPES 3:1 OR STEEPER SHALL BE FERTILIZED, SEEDED, ANDCURLEX
BLANKETS
BY
AMERICAN
EXCELSIOR
COMPANY,
NORTH
AMERICAN
GREEN,
INC.
OR
AN
APPROVED EQUAL SHALL BE INSTALLED ON THE SLOPES.
OHIO EPA SWPPP REGULATIONS REQUIRE THAT A SEDIMENT TRAP OR POND BE SIZED TO PROVIDE ATLEAST 104 CUBIC YARDS (67 CY FOR DEWATERING AND 37 CY FOR SEDIMENT STORAGE) OF STORAGEPER ACRE OF TOTAL CONTRIBUTING AREA.
MAXIMUM DEPTH OF SEDIMENT SETTLING PONDS SHALL BE
EQUAL OR LESS THAN FIVE (5) FEET WITH A LENGTH TO WIDTH RATIO GREATER THAN OR EQUAL TO 2:1.
NO SOLID (OTHER THAN SEDIMENT) OR LIQUID WASTE, INCLUDING BUILDING MATERIALS, SHALL BEDISCHARGED IN STORM WATER RUNOFF.
ALL NON-SEDIMENT POLLUTANTS MUST BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND
FEDERAL GUIDELINES. WASH OUT OF CONCRETE TRUCKS SHOULD OCCUR IN DESIGNATED PIT OR DIKED
AREAS, WHERE WASHINGS CAN BE REMOVED AND PROPERLY DISPOSED OFF-SITE WHEN THEY HARDEN.
STORAGE TANKS SHOULD ALSO BE LOCATED IN PIT OR DIKED AREAS. IN ADDITION, SUFFICIENT OIL ANDGREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CLEAN AND CONTAIN FUEL AND CHEMICALSPILLS MUST BE KEPT ON SITE.
NO TOXIC OR HAZARDOUS WASTES SHALL BE DISPOSED INTO STORM
DRAINS, SEPTIC TANKS, OR BY BURNING OR MIXING WASTES.
IF THE ACTION OF VEHICLES TRAVELING OVER THE STABILIZED CONSTRUCTION ENTRANCE DOES NOTSUFFICIENTLY REMOVE MOST OF THE DIRT AND MUD, THEN THE TIRES MUST BE WASHED BEFORE
VEHICLES ENTER A PUBLIC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WATER AND TRAPTHE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE.
RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DISPOSED INTO SEALEDCONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE SITE THROUGH THE ACTION OF
WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
DUST
CONTROL
USING
APPROVED
MATERIALS
MUST
BE
PERFORMED
AT
ALL
TIMES.
DUST
SUPPRESSANTS
SHALL
NOT
BE
APPLIED
NEAR
CATCH
BASINS
FOR
STORM
SEWERS
OR
OTHER
DRAINAGE WAYS.
THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR
DUST SUPPRESSION IS PROHIBITED.
ON-SITE AND OFF-SITE STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION ANDSEDIMENTATION BY THE USE OF BEST MANAGEMENT PRACTICES. THESE AREAS MUST BE SHOWN ON
THE SITE MAP AND PERMITTED IN ACCORDANCE WITH THE PERMIT REQUIREMENTS.
THE CONTRACTOR
SHALL
BE
RESPONSIBLE
FOR
PERMITTING
ALL
OFF-SITE
BORROW
AND
SPOIL
AREAS
UNDER
A
SEPARATE PERMIT.
ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED ONTO THE ROADWAYS OR INTO THE STORM
SEWERS MUST BE REMOVED IMMEDIATELY.
ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH DAY; THIS INCLUDES BACKFILLING OFTRENCHES
FOR
UTILITY
CONSTRUCTION
AND
PLACEMENT
OF
GRAVEL
OR
ASPHALT
FOR
ROAD
CONSTRUCTION.
THE LAST LAYER OF SOIL, INCLUDING TOP SOIL SHOULD BE COMPACTED TO 80% - 85% OF THE MAXIMUM
STANDARD PROCTOR DENSITY, IN AREAS OUTSIDE THE PARKING LOT THAT WILL RECEIVE VEGETATION.
THIS IS PARTICULARLY IMPORTANT IN CUT SLOPE AND EMBANKMENT AREAS. IN PAVEMENT AND ISLANDAREAS, IT IS RECOMMENDED THAT THE SOIL BE COMPACTED TO 98% AND 95% OF THE MAXIMUM
STANDARD PROCTOR DENSITY RESPECTIVELY; THE LAST COMPACTED LAYER MAY BE SCARIFIED TOIMPROVE THE SOIL GROWTH CHARACTERISTICS.
CONTRACTOR
TO
DELINEATE
STOCK
PILE
LOCATION
ON
PLANS
TO
BE
KEPT
ON
SITE
DURING
CONSTRUCTION.
CONSTRUCT
STOCKPILES
IN
ACCESSIBLE
LOCATIONS
THAT
DO
NOT
INTERFERE
WITH
NATURAL
DRAINAGE. INSTALL APPROPRIATE SEDIMENT CONTROLS TO TRAP SEDIMENT SUCH AS SILT FENCEIMMEDIATELY
ADJACENT
TO
THE
STOCKPILE
OR
SEDIMENT
TRAPS
OR
BASINS
DOWNSTREAM
OF
STOCKPILE. STOCKPILE SIDE SLOPES SHALL NOT EXCEED A RATIO OF 2:1.
IF STOCKPILE IS STORED FOR MORE THAN FOURTEEN (14) DAYS, IT SHOULD BE TEMPORARY SEEDED,OR COVERED WITH A TARP.
ALL RIP RAP MUST BE PLACED OVER GEOTEXTILE FILTER.
CONTAINERS SHALL BE AVAILABLE FOR DISPOSAL OF DEBRIS, TRASH, HAZARDOUS OR PETROLEUM
WASTES. ALL CONTAINERS MUST BE COVERED AND LEAK-PROOF. ALL WASTE MATERIAL SHALL BE
DISPOSED OF AT FACILITIES APPROVED FOR THE PERTINENT MATERIAL
BRICKS, HARDENED CONCRETE, AND SOIL WASTE SHALL BE FREE FROM CONTAMINATION WHICH MAYLEACH CONSTITUENTS TO WATERS OF THE STATE.
ALL CONSTRUCTION AND DEMOLITION DEBRIS (C&DD) WASTE SHALL BE DISPOSED OF IN AN OHIO EPAAPPROVED C&DD LANDFILL AS REQUIRED BY OHIO REVISED CODE 3714.
CONSTRUCTION DEBRIS MAY
BE DISPOSED OF ON-SITE WITH OWNER'S APPROVAL, BUT DEMOLITION DEBRIS MUST BE DISPOSED OF IN
AN OHIO EPA APPROVED LANDFILL.
MATERIALS WHICH CONTAIN ASBESTOS MUST COMPLY WITH AIR
POLLUTION REGULATIONS (SEE OHIO ADMINISTRATIVE CODE 3745-20).
CLEAN CONSTRUCTION WASTES THAT WILL BE DISPOSED INTO THE PROPERTY SHALL BE SUBJECT TO
ANY LOCAL PROHIBITIONS FROM THIS TYPE OF DISPOSAL.
AREAS SHALL BE DESIGNATED FOR MIXING OR STORAGE OF COMPOUNDS SUCH AS FERTILIZERS, LIMEASPHALT,
OR
CONCRETE.
THESE
DESIGNATED
AREAS
SHALL
BE
LOCATED
AWAY
FROM
WATERCOURSES, DRAINAGE DITCHES, FIELD DRAINS, OR OTHER STORMWATER DRAINAGE AREA.
EQUIPMENT FUELING & MAINTENANCE SHALL BE IN DESIGNATED AREAS ONLY.
THESE DESIGNATED
AREAS SHALL
BE
LOCATED
AWAY
FROM WATERCOURSES,
DRAINAGE
DITCHES,
FIELD DRAINS,
OR
OTHER STORMWATER DRAINAGE AREAS.
ALL DESIGNATED
CONCRETE
WASHOUT
AREAS
SHALL BE
LOCATED AWAY
FROM WATERCOURSES,
DRAINAGE DITCHES, FIELD DRAINS OR OTHER STORMWATER DRAINAGE AREAS.
ALL CONTAMINATED SOIL MUST BE TREATED AND/OR DISPOSED IN AN OHIO EPA APPROVED SOLIDWASTE
MANAGEMENT
FACILITY
OR
HAZARDOUS
WASTE
TREATMENT,
STORAGE
AND
DISPOSA
L
FACILITIES (TSDFs).
IF
THE
SITE
CONTAINS
CONTAMINATED
SOIL,
THE
FOLLOWING
SHALL
BE
USED
TO
PREVENT
CONTAMINATION FROM BEING RELEASED:
A.
BERMS,
TRENCHES,
AND
PITS
TO
COLLECT
CONTAMINATED
RUNOFF
AND
PREVENT
DISCHARGES.
B.
PUMPING RUNOFF INTO A SANITARY SEWER (WITH PRIOR APPROVAL OF THE SANITARY SYSTEMOPERATOR)
OR
INTO
A
CONTAINER
FOR
TRANSPORT
TO
AN
APPROPRIATE
TREATMENT/DISPOSAL FACILITY.
C.
COVERING
AREAS
OF
CONTAMINATION
WITH
TARPS
OR
OTHER
METHODS
THAT
PREVENT
STORMWATER FROM COMING INTO CONTACT WITH THE MATERIAL.
OPEN BURNING IS NOT PERMITTED ON THE SITE.
APPROPRIATE MEASURES MUST BE TAKEN TO ENSURE THAT ALL PROPER AIR POLLUTION PERMITS ARE
OBTAINED.
PROCESS WASTEWATERS SHALL BE COLLECTED AND DISPOSED OF PROPERLY.
PROTECTED STORAGE AREAS SHALL BE USED FOR INDUSTRIAL AND CONSTRUCTION MATERIALS INORDER TO MINIMIZE THE EXPOSURE OF SUCH MATERIALS TO STORMWATER.
IF THERE IS HIGH GROUND WATER AT THIS SITE, CONTRACTOR IS RESPONSIBLE FOR DESIGNING ANDIMPLEMENTING A PLAN TO CONTROL BOTH SURFACE AND GROUND WATER DURING THE COURSE OFCONSTRUCTION
DISCHARGE OF WATER WITH POTENTIAL SEDIMENT FROM THE SITE SHALL BE THROUGH A FILTER BAG,SUMP PIT OR OTHER SEDIMENT REMOVAL DEVICE.
ALL WATER FROM DEWATERING ACTIVITIES SHALL BE PROCESSED THROUGH A BMP PRIOR TO LEAVING
THE SITE.
SWP3 MAINTENANCE NOTESALL CONTROL MEASURES STATED IN THE SWPPP SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITIONUNTIL
TEMPORARY
OR
PERMANENT
STABILIZATION
OF
THE
SITE
IS
ACHIEVED.
ALL
EROSION
AND
SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY A QUALIFIED PERSON IN ACCORDANCE TO THECONTRACT
DOCUMENTS
OR
THE
APPLICABLE
PERMIT,
WHICHEVER
IS
MORE
STRINGENT,
AND
REPAIRED
ACCORDING TO THE FOLLOWING:1.
INLET PROTECTION DEVICES AND CONTROLS SHALL BE REPAIRED OR REPLACED WHEN THEY SHOWSIGNS OF UNDERMINING AND OR DETERIORATION.
ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STANDING OF GRASS IS
MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED.
ALL TEMPORARY EROSION CONTROL BMPS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF
DAMAGED.
SEDIMENT
ACCUMULATION
MUST
BE
REMOVED
WHEN
SEDIMENT
HEIGHT
REACHES
ONE-HALF THE HEIGHT OF THE BMP
ROCK CHECK DAMS SHOULD BE ROUTINELY CLEANED ONCE SEDIMENT BEGINS TO APPEAR ON THEUPSTREAM SIDE OF THE ROCK.
OUTLET STRUCTURES IN SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS
AT
ALL
TIMES.
SEDIMENT
MUST
BE
REMOVED
FROM
BASINS
AND
OR
TRAPS
WHEN
THE
DESIGN
CAPACITY HAS BEEN REDUCED BY 40% (APPROXIMATELY ONE-HALF OF POND DEPTH).
STABILIZED CONSTRUCTION ENTRANCES TO BE PROPERLY MAINTAINED AND IN GOOD WORKING ORDER
AT ALL TIMES; THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE STONE AS CONDITIONS DEMAND.
STONE CONSTRUCTION ENTRANCE TO BE MAINTAINED BY CONTRACTOR UNTIL THE SITE HAS BEENPAVED OR IS NO LONGER REQUIRED.
THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FORPARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING
AS CONDITIONS DEMAND.
CONTRACTORS AND SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING ALL SEDIMENT FROMTHE SITE, INCLUDING DETENTION PONDS, AND STORM SEWER SYSTEMS. SEDIMENT DEPOSITION DURINGSITE STABILIZATION MUST ALSO BE REMOVED.
INSPECTIONS OF BMPS SHALL BE PERFORMED BY "QUALIFIED INSPECTION PERSONNEL" PROVIDED BYTHE PERMITTEE AND THE INSPECTION LOGS ARE TO BECOME A PART OF THIS PLAN. INSPECTIONSRECORDS SHALL BE SIGNED BY THE INSPECTOR AFTER EVERY INSPECTION AND WILL BE KEPT FOR 3
YEARS AFTER THE NOTICE OF TERMINATION IS SUBMITTED.
INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE IN EVERY 7 CALENDAR DAYS AND WITHIN 24HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD, FROM THEBEGINNING
OF
CONSTRUCTION
THROUGH
THE
FINAL
INSPECTION
PRIOR
TO
THE
NOTICE
OF
TERMINATION.
NON-SEDIMENT POND BMPS TO BE REPAIRED WITHIN 3 DAYS OF INSPECTION AND SEDIMENT PONDBMPS
WITHIN
DAYS
OF
INSPECTION.
BMPS
NOT
MEETING
THE
INTENDED
FUNCTION
SHALL
BE
REPLACED WITHIN 10 DAYS OF INSPECTION. MISSING BMPS SHALL BE INSTALLED WITHIN 10 DAYS OFINSPECTION.
IF THE SITE IS TEMPORARILY STABILIZED AND WILL BE
DORMANT FOR A MONTH OR MORE, LESS
FREQUENT INSPECTIONS MAY BE REQUESTED VIA WAIVER REQUEST SUBMITTED TO THE OHIO EPA PERPART III.G.2.i OF THE GENERAL PERMIT.
SPILL PREVENTION CONTROL COUNTERMEASURES (SPCC) PLAN
THE MATERIALS OR SUBSTANCES LISTED BELOW SHALL BE PRESENT ONSITE DURING CONSTRUCTION:
CONCRETE
FERTILIZERS
DETERGENTS
PETROLEUM BASED PRODUCTS
PAINTS (ENAMEL AND LATEX)
CLEANING SOLVENTS
METAL STUDS
WOOD
MASONRY BLOCK
ROOFING SHINGLES
TAR
LAMPS (INC. FLUORESCENT)
SPILL PREVENTION
MATERIAL MANAGEMENT PRACTICES:THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE
RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATERRUNOFF.THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ONSITE DURING THECONSTRUCTION.
AN EFFECT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB.
ALL
MATERIALS
STORED
ONSITE
SHALL
BE
STORED
IN
A
NEAT,
ORDERLY
MANNER
IN
THEIR
APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE.
PRODUCT SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'SLABEL.
SUBSTANCES
SHALL
NOT
BE
MIXED
WITH
ONE
ANOTHER
UNLESS
RECOMMENDED
BY
THE
MANUFACTURER.
WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE DISPOSING OF THE CONTAINER.
MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED.
THE
SITE
SUPERINTENDENT
SHALL
INSPECT
DAILY
TO
ENSURE
PROPER
USE
AND
DISPOSAL
OF
MATERIALS ONSITE.
MATERIAL SAFETY AND DATA SHEETS SHALL BE AVAILABLE UPON REQUEST.
THE
CONTRACTOR
MAY
USE
PROTECTED
STORAGE
AREAS
FOR
INDUSTRIAL
OR
CONSTRUCTION
MATERIALS TO MINIMIZE EXPOSURE TO SUCH MATERIALS TO STORM WATER.
HAZARDOUS PRODUCTS:
THESE PRACTICES SHALL BE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS.
PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE.
ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS (MSDS) SHALL BE RETAINED ON SITE.
IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURE'S OR LOCAL AND STATE RECOMMENDEDMETHODS FOR PROPER DISPOSAL SHALL BE FOLLOWED.
PRODUCT SPECIFIC PRACTICES
THE FOLLOWING PRODUCT PRACTICES SHALL BE FOLLOWED ONSITE:
PETROLEUM PRODUCTS:
ALL ONSITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVEMAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED INTIGHTLY
SEALED CONTAINERS
WHICH
ARE
CLEARLY LABELED.
ANY
ASPHALT SUBSTANCES
USED
ONSITE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
FERTILIZERS:
FERTILIZERS
USED
SHALL
BE
APPLIED
PER
OHIO
DEPARTMENT
OF
TRANSPORTATION
(ODOT)
SPECIFICATIONS. ONCE APPLIED, FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURETO STORM SEWER. STORAGE SHALL BE IN A COVERED SHED OR OFFICE. THE CONTENTS OF ANYPARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOIDSPILLS.
PAINTS:
ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESSPAINT
SHALL
NOT
BE
DISCHARGED
TO
THE
STORM
SEWER
SYSTEM
BUT
SHALL
BE
PROPERLY
DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
SPILL PREVENTION CONTROL AND COUNTERMEASURES (SPCC) PLAN
CONCRETE TRUCKS:
CONCRETE TRUCKS SHALL WASH OUT OR DISCHARGE SURPLUS CONCRETE ONLY IN AREASDESIGNATED. THESE DESIGNATED AREAS SHALL BE LOCATED AWAY FROM WATERCOURSES,DRAINAGE DITCHES, FIELD DRAINS AND OTHER STORM WATER DRAINAGE AREAS. THE LOCATIONSHALL BE DETERMINED BY THE CONSTRUCTION MANAGER.
SPILL CONTROL PRACTICES
IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED INTHE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILLPREVENTION AND CLEANUP:
MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE CLEARLY POSTED ANDSITE
PERSONNEL
SHALL
BE
MADE
AWARE
OF
THE
PROCEDURES
AND
THE
LOCATION
OF
THE
INFORMATION AND CLEANUP SUPPLIES.
MATERIALS
AND
EQUIPMENT
NECESSARY
FOR
SPILL
CLEANUP
SHALL
BE
KEPT
IN
THE
MATERIAL
STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS MAY INCLUDE BUT NOT BE LIMITED TO BROOMS,DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST, AND PLASTIC AND METALTRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE.
ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
THE
SPILL
AREA
SHALL
BE
KEPT
WELL
VENTILATED
AND
PERSONNEL
SHALL
WEAR
APPROPRIATE
PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE.
SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE ORLOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE.
THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OFSPILL
FROM
REOCCURRING
AND
HOW
TO
CLEAN
UP
THE
SPILL
IF
THERE
IS
ANOTHER
ONE.
A
DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.
THE CONTRACTOR, RESPONSIBLE FOR DAY-TO-DAY SITE OPERATIONS, SHALL BE IN CHARGE OF SPILLPREVENTION AND CLEANUP. HE/SHE SHALL DESIGNATE AT LEAST TWO OTHER SITE PERSONNEL WHOSHALL
RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME
RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLESPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA.
SPILL REPORTING REQUIREMENTS
IN AN EVENT OF A SMALL RELEASE, LESS THAN 25 GALLONS OF PETROLEUM WASTE, THE CONTRACTORSHALL USE PETROLEUM BASED AND CONCRETE CURING COMPOUNDS PER MANUFACTURES HANDLINGPROCEDURES.
IN AN EVENT OF A LARGE RELEASE, MORE THAN 25 GALLON OF PETROLEUM WASTE, THE CONTRACTORSHALL
CONTACT
OHIO
EPA
(AT
THE
LOCAL
FIRE
DEPARTMENT
AND
THE
LOCAL
EMERGENCY PLANNING COMMITTEE (LEPC) WITHIN 30 MINUTES OF A SPILL OF 25 OR MORE GALLONS.
E:\CURRENT PROJECTS\2018\NOAHS EVENT VENUE\1809_DUBLIN OH\02-CIVIL\DESIGN\CIVIL PLAN SET_DUBLIN OH.DWG - 1/10/2019 1:43 AM
NOAH'S EVENT CENTER
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HARRINGTON
B.
NATHAN
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SILT FENCE: SEDIMENT BARRIERS UTILIZE STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS. IT
IS DESIGNED FOR SITUATIONS IN WHICH ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED.1.
SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE GROUND COVER IS REMOVED. CLEARING, GRUBBING, ANDSTUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COVER IS NOT REMOVED.
ALL SILT FENCE SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOTCONCENTRATE AT LOW POINTS IN THE FENCE AND SO THAT SMALL SWALES OR DEPRESSIONS THAT MAY CARRYSMALL CONCENTRATED FLOWS TO THE SILT FENCE ARE DISSIPATED ALONG ITS LENGTH.
3. ENDS OF THE SILT FENCES SHALL BE BROUGHT UPSLOPE SLIGHTLY SO THAT WATER PONDED BY THE SILT FENCE
WILL BE PREVENTED FROM FLOWING AROUND THE ENDS.
4. THE HEIGHT OF A SILT FENCE SHALL BE MINIMUM OF 16" BUT NOT EXCEED 24-INCHES (HIGHER FENCES MAY IMPOUND
VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID
THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT ASUPPORT POST, WITH A MINIMUM OF A 6 INCH OVERLAP, AND SECURELY SEALED.
6. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO
THE GROUND (MINIMUM OF 16-INCHES). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORTFENCE, POST SPACING SHALL NOT EXCEED 8 FEET.
A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4-INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF POSTSAND UPSLOPE FROM THE BARRIER.
WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELYTO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1-INCH LONG, TIE WIRES OR HOGRINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2-INCHES AND SHALL NOT EXTEND MORE THAN24-INCHES ABOVE THE ORIGINAL GROUND SURFACE.
THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8-INCHES OF THEFABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24-INCHES ABOVE THEORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
10. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE
MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALLOTHER PROVISIONS OF ITEM NO. 6 APPLYING.
11. THE TRENCH SHALL BE BACKFILLED AND SOIL COMPACTED OVER THE FILTER FABRIC.12. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
MAX. DRAINAGE AREA TO
THE MAXIMUM DRAINAGE AREA TO SILT FENCEFOR A PARTICULAR SLOPE RANGE IS PROVIDEDIN THE TABLE BELOW. DRAINAGE AREASEXCEED THE ALLOWABLE RANGE MUST BEDIRECTED TO A BASIN OR SETTLEMENTFACILITY.
100 L.F. OF SILT FENCE
0.50 ACRES0.25 ACRES0.125 ACRES
RANGE OF SLOPE WITHIN
> 20% BUT < 50%
> 2.0% BUT < 20%
DRAINAGE AREA
SILT FENCE FILTER FABRIC
8' O.C.
FLOW
EMBED FENCINGMIN. 6" INTO GROUND
2" X 2" X 32"(MIN)HARDWOOD POST.
SILT FENCEFILTER FABRIC
24" MAX. 16" MIN. 16", MIN.
FLOW
TEMPORARY SEEDING SPECIES
SEEDING DATES
SPECIES
LB/1,
SF.
LB./AC.
MARCH 1 TO AUGUST
15
OATS
3
4 BUSHEL
TALL FESCUE
1
40
ANNUAL RYEGRASS
1
40
PERENNIAL RYEGRASS
1
40
TALL FESCUE
1
40
ANNUAL RYEGRASS
1
40
AUGUST 16 TO
NOVEMBER 1
RYE
3
2 BUSHEL
TALL FESCUE
1
40
ANNUAL RYEGRASS
1
40
WHEAT
3
2 BUSHEL
TALL FESCUE
1
40
ANNUAL RYEGRASS
1
40
PERENNIAL RYEGRASS
1
40
TALL FESCUE
1
40
ANNUAL RYEGRASS
1
40
NOVEMBER 1 TOSPRING SEEDING
MULCH :
STRAW
MULCH :
WOOD FIBER
1 TON / ACRE
SODDING PRACTICESDORMANT SEEDING:
APPLY 50% MORE SEED
PERMANENT SEEDING
SEED MIX
SEED RATE
NOTES
LB./1,000 SF.
LB./AC.
GENERAL USE
CREEPING RED FESCUE
1/2-
20-
DOMESTIC RYEGRASS
1/4-1/
10-
KENTUCKY RYEGRASS
1/2-
20-
TALL FESCUE
1- 1
14
40-
DWARF FESCUE
2
14
90
STEEP BANKS OR CUT SLOPES
TALL FESCUE
1
40
CROWN VETCH
1/
10
DO NOT SEED LATER THAN
AUGUST
TALL FESCUE
1/
20
FLAT PEA
1/
20
DO NOT SEED LATER THAN
AUGUST
TALL FESCUE
1/
20
ROAD DITCHES AND SWALES
TALL FESCUE
1- 1
14
40
DWARF FESCUE
2 1/
90
KENTUCKY RYEGRASS
5
LAWNS
KENTUCKY BLUEGRASS
2
100-
PERENNIAL RYEGRASS
2
100-
KENTUCKY BLUEGRASS
2
100-
FOR SHADED AREAS
CREEPING RED FESCUE
1 1/
100-
ANY DISTURBANCE AREAS WITHIN 50 FEET OF ASURFACE WATER OF THE STATE AND NOT AT FINALGRADE
WITHIN TWO DAYS OF THE MOST RECENTDISTURBANCE IF THE AREA WILL REMAIN IDLE FORMORE THAN 14 DAYS WITHIN SEVEN DAYS OF THE MOSTRECENT DISTURBANCE WITHIN THEAREAPRIOR TO THE ONSET OF WINTERWEATHER
FOR ALL CONSTRUCTION ACTIVITIES, ANY DISTURBEDAREAS THAT WILL BE DORMANT FOR MORE THAN 14DAYS BUT LESS THAN ONE YEAR, AND NOT WITHIN 50FEET OF A SURFACE WATER OF THE STATEDISTURBED AREAS THAT WILL BE IDLEOVER WINTER
ANY AREA THAT WILL LIE DORMANTFOR ONE YEAR OR MORE
WITHIN SEVEN DAYS OF THE MOSTRECENT DISTURBANCE
WITHIN TWO DAYS OF REACHINGFINAL GRADEWITHIN SEVEN DAYS OF REACHINGFINAL GRADE WITHIN THAT AREA
ANY AREAS WITHIN 50 FEET OF ASURFACE WATER OF THE STATE ANDAT FINAL GRADEANY OTHER AREAS AT FINAL GRADE
STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.ADDING ITEM 304 TO THE STONE IS NOT PERMITTED.
LENGTH - 100' MIN.
THICKNESS - NOT LESS THAN SIX (6) INCHES.
WIDTH - TWENTY (20) FOOT MINIMUM, BUT NOT LESS THAN FULL WIDTH AT POINTSWHERE INGRESS OR EGRESS OCCURS.
FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE.
SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARDCONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING ISIMPRACTICAL, OR MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. COST OFPIPE SHALL BE INCLUDED IN PRICE BID FOR THE STABILIZED CONSTRUCTION ENTRANCE.
MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILLPREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAYREQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMANDAND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALLSEDIMENT SPILLED. DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAYSMUST BE REMOVED IMMEDIATELY.
WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCEONTO PUBLIC RIGHT-OF-WAYS. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON ANAREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENTTRAPPING DEVICE. ALL COST SHALL BE DONE BY THE CONTRACTOR.
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACHRAIN.
WET VACUUM STREET SWEEPPING EQUIPMENT SHALL BE UTILIZED AS DIRECTED BY THECITY ENGINEER.
20' MIN. OR WIDTH OF PROPOSED STREET,WHICHEVER IS
85' MIN.
EXISTINGROADWAY
100' MIN.
GREATER.
15' MIN.
12" MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
GEOFABRIC UNDER STONE
#2 STONE TOBE USED(SURGE STONEOR RAILROADBALLAST)
8" MIN. THICKNESS
EXISTINGROADWAY
WATER BAR/
DIVERSION
NEWCONSTRUCTION
10' MINIMUM
A
A
BERM
BERM
2' MIN DEPTH
LATH AND
FLAGGING ON
3 SIDES
NOT TO SCALE
SANDBAG
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUTFACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITEOF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETEWASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, ANDSTABILIZED TO PREVENT EROSION.
SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIERDECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THEEXPECTED USABLE LIFE AND THE BARRIER IS STILL NECESSARY,THE FABRIC SHALL BE REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORMEVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH
APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BEDRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED
AND SEEDED.
SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTEDIMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURINGPROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADEIMMEDIATELY.
Lifting Straps
Dandy Bag
Grating
STAND GRATE ON END. PLACE DANDY BAG OVER GRATE. ROLL GRATE OVERSO THAT OPEN END IS UP. PULL UP SLACK. TUCK FLAP IN. BE SURE END OFGRATE IS COMPLETELY COVERED BY FLAP OR DANDY BAG WILL NOT FITPROPERLY. HOLDING HANDLES, CAREFULLY PLACE DANDY BAG WITH GRATEINSERTED INTO CATCH BASIN FRAME SO THAT RED DOT ON THE TOP OF THEDANDY BAG IS VISIBLE.
WITH A STIFF BRISTLE BROOM OR SQUARE POINT SHOVEL REMOVE SILT &OTHER DEBRIS OFF SURFACE AFTER EACH EVENT.
SECTION A-A
PLAN VIEW
A
A
DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVELDRAINAGE AREAS. (LESS THAN 5%)
USE 2"X4" WOOD OR EQUIVALENT METAL STAKES, 3' (1M) MINIMUM LENGTH.
INSTALL 2"X4" WOOD TOP FRAME TO INSURE STABILITY.
THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND
ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY- PASSING THE INLET. A
TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THESTRUCTURE.
ATTACH FILTER FABRICSECURELY TO 2X4 WOODFRAME, OVERLAPPINGFABRIC TO NEXT STAKE
TOP FRAME NECESSARYFOR STABILITY
2X4 WOOD FRAME(100X50) 4 SIDES OF D.I.
6" MIN.
10'MIN
NOTES:
N73°39'35"E 376.69'
S4°20'36"E 520.32'
N4°20'20"W 421.73'
N85°41'54"E 333.45'
N85°41'54"E 403.51'
R/W
R/W
R/W
R/W
R/W
R/W
N4° 20' 20"W 405.67'
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.3 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.0 0.9 0.9 1.1 1.7 1.5 0.9 0.5 0.4 0.4 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.9 1.4 1.9 2.3 3.0 3.2 3.0 2.6 1.7 1.2 1.0 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.8 1.1 1.7 2.6 3.5 4.0 3.9 3.2 2.3 1.8 1.3 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.0 1.7 2.9 3.5 3.3 3.3 3.3 2.5 1.6 1.0 0.8 0.6 0.5 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.5 1.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.7 1.3 2.1 2.7 3.1 3.1 2.7 2.1 1.4 0.9 0.8 0.6 0.6 0.4 0.4 0.3 0.2 0.3 0.3 0.3 0.2 0.2 0.5 2.7 1.6 2.7 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.1 1.8 2.5 3.1 3.3 2.9 2.3 1.9 1.2 0.9 0.9 0.8 0.8 0.7 0.5 0.4 0.4 0.5 0.6 0.6 0.6 1.6 1.5 4.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.3 2.0 2.9 3.4 3.5 3.6 3.4 2.4 1.5 1.2 1.1 1.1 1.3 1.1 0.9 0.7 0.8 0.9 1.1 1.6 2.9 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.6 2.1 2.8 3.6 4.3 3.9 3.2 2.3 1.7 1.5 1.5 1.8 2.2 2.1 2.1 2.3 2.3 1.8 1.9 2.4 3.0 1.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.1 1.4 2.1 3.0 3.3 3.4 2.8 2.5 2.1 1.8 1.9 2.5 4.0 4.0 4.7 4.5 4.6 4.1 3.5 3.1 4.9 0.9 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.4 0.4 0.4 0.5 0.8 1.4 1.9 1.7 1.3 1.2 1.5 1.5 1.7 2.5 4.4 5.3 6.3 6.2 6.2 5.7 4.5 3.1 2.0 5.0 4.3 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.0 1.0 1.0 1.1 1.5 2.9 5.3 6.6 6.7 5.6 6.4 6.7 5.6 3.5 1.4 1.3 4.1 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.1 1.3 1.4 1.2 1.1 0.8 1.2 3.0 5.1 6.4 5.4 5.4 5.7 6.3 5.6 3.8 1.5 0.8 1.5 1.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.6 2.4 2.4 2.4 2.7 1.8 1.4 2.8 4.0 4.5 3.6 2.8 3.2 4.1 4.1 2.8 0.9 0.3 0.9 3.3 2.1 1.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.2 2.0 3.8 4.4 5.1 4.6 3.3 2.9 3.1 4.5 4.5 4.1 2.8 3.3 3.6 3.5 2.1 0.7 0.3 0.4 3.9 1.7 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.0 2.2 4.4 5.4 6.5 6.0 4.0 3.4 3.3 4.2 3.8 3.4 2.3 2.7 2.7 2.6 1.4 0.6 0.5 0.4 0.8 2.8 2.3 1.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 1.1 3.1 5.2 6.7 6.5 5.1 3.5 3.5 3.4 3.3 2.7 2.4 1.7 1.8 1.9 2.1 1.1 0.7 0.7 0.7 0.9 1.3 1.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.0 3.1 5.2 6.5 5.1 4.4 3.1 3.0 3.0 2.6 2.0 1.8 1.4 1.4 1.5 1.8 1.6 1.2 1.4 1.3 1.5 1.1 0.8 0.5 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.5 0.7 1.0 1.8 2.1 2.2 2.6 2.2 1.6 1.4 1.3 1.4 1.3 1.2 1.1 1.4 2.0 2.4 2.4 4.3 5.0 6.5 5.1 2.9 1.0 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.8 1.3 1.9 2.2 2.2 2.2 1.5 1.2 1.1 0.9 0.9 1.1 1.2 1.3 1.7 2.6 3.5 3.2 5.0 6.3 6.7 5.3 3.1 1.1 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.3 1.4 1.9 2.9 3.6 4.0 3.4 3.3 2.4 1.5 1.3 1.1 1.0 1.0 1.3 1.5 2.1 2.9 3.8 4.5 6.5 7.1 6.1 4.9 2.4 1.1 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.
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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.3 2.9 3.7 3.5 2.2 1.2 2.3 3.0 3.3 2.7 2.5 3.6 3.6 3.4 2.3 3.2 4.9 6.0 6.5 5.2 3.9 2.9 2.1 1.6 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.
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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.9 1.9 2.1 1.2 1.6 3.1 4.1 3.7 3.4 2.9 3.1 4.5 3.7 3.3 3.8 5.6 5.8 5.4 3.3 2.9 2.3 1.7 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.
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E:\CURRENT PROJECTS\2018\NOAHS EVENT VENUE\1809_DUBLIN OH\02-CIVIL\DESIGN\CIVIL PLAN SET_DUBLIN OH.DWG - 1/10/2019 1:44 AM
NOAH'S EVENT CENTER
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1 inch = 30 feet
GRAPHIC SCALE
60
15
30
C
AVERAGE MAINTAINED HORIZ. FOOTCANDLES:
0.90 FC
AVERAGE/MAXIMUM UNIFORMITY RATIO:
7.1 FC
AVERAGE/MINIMUM UNIFORMITY RATIO:
0.0 FC
LOCATION AND TYPE OF LUMINARE(S):
SEE PLAN VIEWTHIS SHEET.
MOUNTING HEIGHT:
ARM LENGTH FOR DUAL:
NOTES
SECTION
PLAN
DIVISION OF RESPONSIBILITIES
FOR POLE BASE INSTALLATION, SEE DETAIL ON THIS SHEET.
ALL PARKING LOT LIGHT POLES SHALL BE SSS-S SERIES MODEL: SSS-S-20-40-A-XX-S2-BL, WHERE 'XX'
STATES THE MOUNTING TYPE (1 FOR SINGLE ARM MOUNT, 2 FOR TWO FIXTURES AT 180 DEGREES,
AND 2L FOR TWO FIXTURES AT 90 DEGREES), (20' POLE HEIGHT), BLACK IN COLOR, OR AS SPECIFIED
BY OWNER'S REPRESENTATIVE.
ALL NECESSARY MOUNTING BRACKETS, CONCRETE BASES, ANCHOR BOLTS, AND OTHER
MISCELLANEOUS ITEMS REQUIRED FOR COMPLETE INSTALLATION OF SITE LIGHTING SHOULD BEPROVIDED BY GENERAL CONTRACTOR OR SITE LIGHTING SUBCONTRACTOR.
FIXTURES ON POLES ARE TO BE PROVIDED WITH BALLASTS, SOCKETS, LAMPS, ACCESS PLATES, ALLREQUIRED MOUNTING HARDWARE, BASES, AND ALL ACCESSORIES REQUIRED FOR COMPLETE POLEMOUNTED SITE LIGHT FIXTURE INSTALLATION.
ALL SITE LIGHTING CIRCUITS SHALL BE INSTALLED IN PVC CONDUIT PER ELECTRICAL PLANSSPECIFICATION.
INSTALL LIGHT POLE ON CONCRETE BASES AND MOUNT IN ABSOLUTE VERTICAL ALIGNMENT. FORBASE, SEE DETAIL THIS SHEET.
ALL EXTERIOR LIGHTING FIXTURES, EITHER MOUNTED ON THE BUILDING OR FREESTANDING, SHALL
BE INSTALLED WITH CUT-OFF SHIELDING, IF PROVIDED, REFLECTING LIGHT AWAY FROM ADJACENTPROPERTY LINES.
FINAL ADJUSTMENTS OF ANGLE AND DIRECTION OF ILLUMINATION SHALL BE MADE AFTER DARK, TO
AVOID INTERFERENCE WITH TRAFFIC OR ADJACENT PROPERTY, PER SATISFACTION OF OWNER'SREPRESENTATIVE.
ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES. TARGET PLANE AT Z=0 FEET
MANUFACTURER:
SPAULDING LIGHTING
CATALOG:
CL1-A-90LU-3K-3-BL
DESCRIPTION:
CIMARRON LED, 90 LED, 700 mA DRIVE, 3000K, TYPE 3OPTICS
LAMP CAT:
3000K
LAMP:
LED
LAMP OUTPUT:
TOTAL LUMINAIRE LUMENS: 18379
INPUT WATTAGE:
CLASS:
TYPE III
MANUFACTURER:
MULE LIGHTING, INC.
CATALOG:
MERU-LED-ACEM
DESCRIPTION:
MERU SERIES, LED GENERAL & EMERGENCY LIGHTING
LAMP CAT:
4000K
LAMP:
LED
LAMP OUTPUT:
TOTAL LUMINAIRE LUMENS: 1600
INPUT WATTAGE:
DUAL 120/277 VAC 60Hz
E:\CURRENT PROJECTS\2018\NOAHS EVENT VENUE\1809_DUBLIN OH\02-CIVIL\DESIGN\CIVIL PLAN SET_DUBLIN OH.DWG - 1/10/2019 1:44 AM
NOAH'S EVENT CENTER
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NOTES
WIDTH PER PLAN
MINIMUM = 36"
SECTION
DIAGRAM
A. CURB RAMP SHOWN WITH RETURNED CURB AT SIDES SHALL HAVE
NON-WALKING SURFACE ON EITHER SIDE. ALTERNATE DESIGN INCLUDESFLARED SIDES NOT TO EXCEED 1:10 SLOPE.
B. PER FEDERAL REGULATION 28 CFR PART 36, RAMP TO HAVE MAXIMUM
RUNNING SLOPE OF 1:12 AND MAXIMUM CROSS SLOPE OF 1:50 IN AS-BUILTCONDITION. SEE GRADING PLAN FOR DESIGN SLOPE AND SPOTELEVATIONS.
C. VERIFY SIZE AND STYLE (STRAIGHT, FLARED SIDES, OR BUILT UP) OF
RAMP WITH SITE PLAN.
NO SCALE
VAN ACCESS PARKING BY
DISABLED PERMIT ONLY
SUBGRADE PER SOILS REPORT
SUBGRADE PER SOILS REPORT
SECTION
PLAN
ELEVATION
TYP.
HOLE
PRECASTCONCRETE
#4REBAR
18" LONG#4 REBAR
EDGE OF
SIDEWALK/ PAVEMENT
EASEMENT REFERENCE
REVISIONS
PROJECT TITLE:
DIVISION USE ONLY
SCALE:
SHEET:
CONTRACT DRAWING NO.
RECORD PLAN NO.
DIVISION USE ONLY
OWNER
CONTRACTOR
INSPECTOR
AGREEMENT
COMPLETED
RPD
CKD
CLD
CON. DR.
NO.
DESCRIPTION
APPROVAL/DATE
CITY NO.
COUNTY RECORDERVOL.
PAGE
GRANTOR
PLANS PREPARED BY :
PRIVATE WATER SERVICE PLAN
FOR
NOAH'S EVENT VENUE
EITERMAN & SHIER RINGS RD
DUBLIN, OHIO 43064
CITY OF COLUMBUS
DEPARTMENT OF PUBLIC UTILITIES
DIVISION OF WATER
WATER SERVICE PLAN # XXXX
NTS
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
N4° 20' 20"W 405.67'
SL-
L-
7
47
FIRE APPARATUSOverall Length
47.000ft
Overall Width
9.500ft
Overall Body Height
1.663ft
Min Body Ground Clearance
1.663ft
Track Width
9.500ft
Lock-to-lock time
4.00s
Max Wheel Angle
45.00°
TRUCK TURN EXHIBIT
1
E:\CURRENT PROJECTS\2018\NOAHS EVENT VENUE\1809_DUBLIN OH\02-CIVIL\DESIGN\TRUCK TURN EXHIBIT.DWG - 1/10/2019 1:44 AM
NOAH'S EVENT CENTER
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GRAPHIC SCALE
1 inch = 20 feet
40
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