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APPROVALS:SIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSE AND GENERAL LOCATION OF THE
PROJECT. ALL TECHNICAL DETAILS REMAIN THE RESPONSIBILITY OF THE ENGINEER PREPARING THE PLANS.
SPECIFICATIONS
LOCATION MAPNO SCALE
THE CITY OF COLUMBUS CONSTRUCTION AND MATERIALS SPECIFICATIONS (CMSC), 2018 EDITION INCLUDING ALL
SUPPLEMENTS THERETO, SHALL GOVERN ALL CONSTRUCTION ITEMS THAT ARE A PART OF THIS PLAN UNLESS NOTED
OTHERWISE.
BM #200 - CHISELED "X" ON ARROW BOLT OF FIRE HYDRANT, 3' WEST OF CURB, 15' SE OF TELEPHONE POWER POLE, 10' N
OF LIGHT POLE
N: 706662.77 E: 1876925.12 ELEV: 823.07
BM #201 - CHISELED "X" ON ARROW BOLT OF FIRE HYDRANT, 3' WEST OF CURB, 160' N OF EASTGREEN BLVD, 50' S OF S
DRIVE OF COTA ROUNDABOUT
N: 706334.26 E: 1876683.95 ELEV: 814.16
BM #202 - BENCH TIE SET IN EAST FACE TELEPHONE POWER POLE, 1' W OF PARKING LOT, 25' SW OF NORTHERN PARKING
LOT ENTRANCE, 20' N OF 8" TREE
N: 706781.36 E: 1876569.55 ELEV: 821.82
BENCHMARKS(NAD83, SOUTH ZONE)
Know what's below.before you dig.Call
R
CENTRAL OHIO TRANSIT AUTHORITY
33 N. HIGH STREET
COLUMBUS, OH. 43215
CONTACT: BASSAM RAFAI
PH: 614-305-4395
DEVELOPER/OWNER
LOCATION MAPSCALE: 1" = 60'
CITY OF COLUMBUS STANDARDCONSTRUCTION DRAWINGS
1441 12/1/14
2000 3/30/18
2230 4/30/18
AA-S140
INDEX OF SHEETS
TITLE SHEET . . . . . . . . . . . . C-001
GENERAL NOTES . . . . . . . . . . C-002
DEMOLITION PLAN . . . . . . . . . . C-120
LAYOUT & GRADING PLAN . . . . . . . C-130
REGISTERED ENGINEER DATE
GILLILAN
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DIRECTOR OF PUBLIC SERVICE DATE
MAYOR DATE
ESTIMATE OF QUANTITIESITEM UNIT DESCRIPTION
CLEARING & GRUBBING
PAVEMENT REMOVED
CURB REMOVED
PERIMETER FILTER FABRIC FENCE
AGGREGATE BASE
WATER
CONSTRUCTION LAYOUT STAKES
MOBILIZATION
201
202
202
207
LUMP
SY
FT
FT
CY304
MGAL
LUMP
LUMP
616
623
624
SEEDING & MULCHINGSY659
1
SUBGRADE COMPACTIONSY204
CONCRETE WASHOUT AREAEA207
CURB, STRAIGHT 18" W/ UNDERDRAINFT609
MANHOLE ADJUSTED TO GRADEEA604
INLET PROTECTION207 EA
1
1
TOPSOIL FURNISHED AND PLACEDCY653
QUANTITY
CATCH BASIN ADJUSTED TO GRADEEA604
EARTHWORK
TEMPORARY SEDIMENT & EROSION CONTROLS
PAVEMENT
STORM SEWER
MISC.
145
NON-REINFORCED CONCRETE PAVEMENT, CLASS SSY452
CATCH BASIN GRATE CASTING (AA-S140)EA6041
1
2
3
1
20
140
95
210
210
35
5
1
155
2170 4/30/18
CP #100 - 30" IRON REBAR SET WITH RED CAP STAMPED "OHM", ACROSS THE STREET FROM COTA PARKING LOT
ENTRANCE. 4' E OF CURB, 75' S OF COMMONS DRIVE
N: 706682.01 E: 1876998.58
CP #101 - 30" IRON REBAR SET WITH RED CAP STAMPED "OHM", ACROSS THE STREET FROM COTA ROUNDABOUT.
4' E OF CURB, 65' N OF APARTMENT DRIVE ENTRANCE
N: 706485.73 E: 1876810.55
CP #102 - 30" IRON REBAR SET WITH RED CAP STAMPED "OHM", LOCATED IN GRASS NEAR BIKE RACK
N: 706719.96 E: 1876689.16
HORIZONTAL CONTROL
OHM ADVISORS
580 N FOURTH STREET, SUITE 610
COLUMBUS, OH. 43215
CONTACT: SEAN GILLILAN
PH: 614-474-5115
ENGINEER
EXCAVATION (COMPLETE WITH HAUL OFF & DISPOSAL)203 CY105
NOTE:
THE QUANTITIES HAVE BEEN ESTABLISHED AS A MEANS FOR THE ENGINEER TO ESTIMATE AN ENGINEER'S ESTIMATE OF COST.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE REQUIRED BID QUANTITIES NECESSARY FOR THE
COMPLETION OF THE PLAN IMPROVEMENTS.
THE SPECIFIC PRODUCTS SPECIFIED IN THESE DOCUMENTS CAN BE SUBSTITUTED WITH AN EQUIVALENT ALTERNATIVE PRODUCT
IF APPROVED BY THE ENGINEER OF RECORD.
EXISTING IMPERVIOUS AREA:
PROPOSED IMPERVIOUS AREA:
SITE DATA TABLE
NET INCREASE IMPERVIOUS AREA:
7,185 SF
9,080 SF
1,895 SF
TOTAL DISTURBED AREA:4,750 SF
2319 3/30/18
CURB RAMP, TYPE CEACH608 1
ADDENDUM #1 - 10-29-2018
REFERENCE SPECIFICATIONS-
THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS 2018, (CMSC), INCLUDING SUPPLEMENTAL SPECIFICATION 1100
AND ALL OTHER SUPPLEMENTS THERETO, "AS WELL AS THE WRITTEN SPECIFICATIONS INCLUDED IN THE PROJECT BINDER OF THE
CONTRACT DOCUMENTS", SHALL GOVERN ALL CONSTRUCTION ITEMS THAT ARE A PART OF THE PLANS UNLESS NOTED OTHERWISE.
PRE-CONSTRUCTION NOTIFICATION REQUIRED-
CONTRACTOR SHALL NOTIFY THE FOLLOWING DIVISIONS AT LEAST 24 HOURS BEFORE STARTING WORK: CITY OF REYNOLDSBURG
DEPARTMENT OF DEVELOPMENT @ (614) 322-6831 AND CITY OF REYNOLDSBURG DEPARTMENT OF WATER / WASTEWATER @ (614)
322-6811
PERMITS-
WHEN EXCAVATING WITHIN REYNOLDSBURG PUBLIC RIGHT OF WAY LIMITS, THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT
FROM THE CITY OF REYNOLDSBURG, DEPARTMENT OF PLANNING AND ZONING, BY CALLING (614) 322-6829 BETWEEN THE HOURS OF 7:30
AM AND 4:00 PM MONDAY - FRIDAY
UTILITIES-
THE IDENTITY AND LOCATION OF EXISTING UNDERGROUND UTILITIES LOCATED IN AND AROUND THE CONSTRUCTION AREA HAVE BEEN
SHOWN AND LABELED ON THE PLANS BY USING INFORMATION PROVIDED BY THE RESPECTIVE UTILITY OWNERS. THE CITY OF
REYNOLDSBURG, THE OWNER OR THE CONSULTING ENGINEER WILL NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF LOCATION OR
DEPTH OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE PLAN.
SUPPORT AND PROTECTION OF ALL UTILITIES AND APPURTENANCES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. COSTS FOR
THE REPAIR AND RESTORATION OF EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. THE CITY OF REYNOLDSBURG UTILITIES WILL ONLY LOCATE AND MARK MAIN LINE FACILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR LOCATING ALL SERVICE LATERAL AND LINES. COSTS ASSOCIATED WITH THE ABOVE WORK AND RESPONSIBILITIES
SHALL BE INCLUDED IN THE PRICE FOR VARIOUS ITEMS.
PRIOR TO EXCAVATION, THE CONTRACTOR SHALL GIVE A 48-HOUR NOTICE TO THE OHIO UTILITIES PROTECTION SERVICE (OUPS) BY
CALLING (800) 362-2764. A 48-HOUR NOTICE SHALL BE GIVEN TO THE OWNERS OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS
WHO ARE NOT MEMBERS OF A REGISTERED UNDERGROUND PROTECTION SERVICE.
LISTED BELOW ARE UTILITY COMPANIES THAT HAVE FACILITIES LOCATED WITHIN THE WORK LIMITS OF THIS PROJECT AND SUBSCRIBE TO
OUPS:
COLUMBIA GAS OF OHIO CITY OF REYNOLDSBURG
3550 JOHNNY APPLESEED CT WATER & SEWER
COLUMBUS, OHIO 43231 7232 E MAIN STREET
(614) 818-2133 REYNOLDSBURG, OH 43068
(614) 322-6811
EMERGENCY PROVISIONS -
THE CONTRACTOR SHALL PROVIDE TO THE CITY OF REYNOLDSBURG PROJECT REPRESENTATIVE A LIST OF 24 HOUR EMERGENCY
TELEPHONE NUMBERS (IN WRITING) PRIOR TO START OF CONSTRUCTION.
WORK LIMITS
THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY. THE INSTALLATION AND OPERATION OF ALL
TEMPORARY TRAFFIC CONTROL AND TEMPORARY TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS SHALL BE PROVIDED BY THE
CONTRACTOR WETHER INSIDE OR OUTSIDE OF THESE WORK LIMITS.
MISCELLANEOUS WORK ITEMS-
THE CONTRACTOR SHALL PERFORM ALL ITEMS OF WORK CALLED FOR ON THE PLANS, FOR WHICH NO SPECIFIC METHOD OF PAYMENT IS
PROVIDED. THE COST OF THESE ITEMS SHALL BE INCLUDED IN THE VARIOUS UNIT PRICES BID FOR THE PROJECT IMPROVEMENT.
BENCHMARKS AND SURVEY MONUMENTS-
DO NOT DISTURB ANY FRANKLIN COUNTY CERTIFIED BENCHMARK (VERTICAL AND/OR HORIZONTAL) LOCATED WITHIN THE WORKING
LIMITS OF THE PROJECT. CONTRACTOR SHALL CONTACT THE FRANKLIN COUNTY SURVEY DEPARTMENT (614) 462-3026, PRIOR TO
CONSTRUCTION, TO COORDINATE THE PROPER PROCEDURE FOR RESETTING, RELOCATION, OR REPLACEMENT OF ANY FRANKLIN
COUNTY CERTIFIED BENCHMARK OR SURVEY MONUMENT.
SAW CUTTING IS INCLUDED-
THE COST OF SAW CUTTING FOR THE REMOVAL OF PAVEMENT, CURB, WALKS, ETC. SHALL BE INCLUDED IN THE CONTRACT PRICE FOR
ITEM 202 WORK ITEMS. SAW CUTTING IS REQUIRED TO PROVIDE SMOOTH STRAIGHT EDGES FOR REMOVAL PURPOSES.
NEW CURB RADIUS-
INTERSECTION CORNERS OR HORIZONTAL CURVES SHALL MATCH THE EXISTING RADIUS UNLESS NOTED OTHER WISE.
COLUMBIA GAS DAMAGE PREVENTION CENTER-
FOR INFORMATION CONCERNING COLUMBIA GAS LINES OR EQUIPMENT, OR IF DAMAGE OCCURS TO GAS LINES OR EQUIPMENT, THE
CONTRACTOR CAN CALL THE COLUMBIA GAS DAMAGE PREVENTION CENTER @ (614) 280-7372 OR TOLL FREE @ (866) 632-6243.
CONTINGENCY QUANTITIES-
THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK SHOWN, LABELED, OR LISTED AS 'CONTINGENCY' OR REFERENCE
BY PLAN NOTE TO BE USED 'AS DIRECTED' BY THE ENGINEER, UNLESS AUTHORIZED BY THE ENGINEER.
USE OF HYDRANTS-
PERMITS AND FEES ARE REQUIRED FOR THE USE OF ANY FIRE HYDRANT. THE PERMIT CAN BE OBTAINED FROM THE CITY OF COLUMBUS,
WATER DIVISION AT 910 DUBLIN ROAD. HOSES SHALL NOT BE CONNECTED TO A FIRE HYDRANT WHILE LEFT UNATTENDED.
SITE CLEARING-
1. CLEARING AND GRUBBING WORK WILL BE REQUIRED AS PART OF THIS CONTRACT IMPROVEMENT WORK.
2. THE CONTRACTOR SHALL FIELD REVIEW THE EXTENT OF SITE CLEARING WITH THE OWNER AND/OR ENGINEER.
3. NO CLEARING SHALL BE PERFORMED UNTIL FORMAL AUTHORIZATION HAS BEEN OBTAINED FROM THE OWNER.
4. ESTABLISHMENT OF THIS WORK SHALL INCLUDE THE OFFSITE REMOVAL AND DISPOSAL AND CLEARING OF DEBRIS UNLESS
OTHERWISE DIRECTED BY THE OWNER.
EARTHWORK - GENERAL
DETERMINATION OF SITE EARTHWORK EXCAVATION AND EMBANKMENT QUANTITIES SHALL BE IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUITABILITY OF SOILS TO BE USED AS EMBANKMENTS FOR THE PARKING LOT.
CONTAMINATED SOILS - ALL EXCAVATED SOILS ARE TO BE REMOVED FROM THE COTA PROPERTY FOLLOWING EXCAVATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS AND TO TRANSPORT THE MATERIAL
TO A PERMITTED (BY THE STATE ENVIRONMENTAL PROTECTION AGENCY) HAZARDOUS WASTE DISPOSAL FACILITY. THE CONTRACTOR
SHALL CONTACT THE FACILITY TO DETERMINE IF ADDITIONAL TESTING IS REQUIRED FOR DISPOSAL. THE PRICE FOR THESE TESTS ARE TO
BE INCLUDED IN THE ABOVE PAY ITEM. THE WORK INVOLVED IN THIS PAY ITEM INCLUDES HANDLING, STORAGE, TESTING AND DISPOSAL
OF HAZARDOUS WASTE.
STOCKPILING OF TOP SOIL AND/OR EXCESS OF MATERIAL FOR THESE IMPROVEMENTS OR OFFSITE HAULING OF TOPSOIL/SUITABLE
MATERIAL, ETC. SHALL BE COORDINATED WITH THE OWNER. APPROPRIATE MEANS OF SEDIMENTATION CONTROL OF THE ONSITE
STOCKPILES SHALL BE PROVIDED AS A MATTER OF GENERAL PRACTICE IN ACCORDANCE WITH THE REQUIRED STANDARDS REFERENCED
AS PART OF THE SEDIMENT AND EROSION DETAILS. IT IS THE CONTRACTORS RESPONSIBILITY TO ASSURE THAT A SUFFICIENT AMOUNT
OF TOPSOIL REMAINS SO THAT ANY LANDSCAPING AND LANDSCAPE MOUNDING CAN BE COMPLETED.
SPECIFICATIONS FOR GENERAL SITE EARTHWORK OPERATIONS (PREPARATION OF SUBGRADES, ETC.) ALONG WITH REQUIREMENT
STANDARDS (COMPACTION, PROOFROLLING, ETC.) SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. COPIES OF THE REPORT, IF
COMPLETE, SHOULD BE OBTAINED FROM THE OWNER OR THE OWNERS REPRESENTATIVE.
SAFETY REQUIREMENTS-
THE CONTRACTOR AND SUBCONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR ALL FEDERAL, STATE AND LOCAL SAFETY
REQUIREMENTS. TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING
EMPLOYEES) AND PROPERTY. IT IS ALSO THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO INITIATE,
MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
MATERIAL SAFETY DATA SHEETS-
THE CONTRACTOR SHALL SUBMIT, FOR INFORMATION ONLY, THE MANUFACTURERS HAZARDOUS MATERIALS COMMUNICATION
INFORMATION FORMS FOR ALL MATERIALS TO BE INCORPORATED INTO THE WORK.
EMERGENCY PROVISIONS-
THE CONTRACTOR SHALL PROVIDE TO THE OWNER 24-HOUR EMERGENCY TELEPHONE NUMBERS, IN WRITING, PRIOR TO THE START OF
CONSTRUCTION.
STORAGE OF EQUIPMENT AND MATERIALS -
MATERIALS, INCLUDING PIPE, SHALL NOT AT ANY TIME (WORKING OR NON-WORKING HOURS) BE STORED WITHIN THE RIGHT-OF-WAY OR
WITHIN ONE HUNDRED (100) FEET OF ANY INTERSECTING STREET OR DRIVEWAY, WITHOUT PRIOR WRITTEN APPROVAL FROM THE CITY OF
COLUMBUS. COMPLIANCE WITH THIS REQUIREMENT ALONG WITH ADDITIONAL PROVISIONS OF THE CONTRACT SPECIFICATIONS SHALL
NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS LEGAL RESPONSIBILITIES OR LIABILITIES FOR THE SAFETY OF THE PUBLIC. THE
CONTRACTOR SHALL INFORM THE C.O.C. OF HIS PLAN FOR THE ON SITE STORAGE OF EQUIPMENT AND MATERIALS AT THE
PRE-CONSTRUCTION MEETING.
NON-RUBBER TIRED VEHICLES -
NON-RUBBER-TIRED VEHICLES SHALL NOT BE MOVED ON PUBLIC STREETS. THE CITY ENGINEER MAY GRANT EXCEPTIONS WHEN SHORT
DISTANCES AND SPECIAL CIRCUMSTANCES ARE INVOLVED. GRANTING OF EXCEPTIONS MUST BE IN WRITING, AND ANY DAMAGE MUST BE
REPAIRED TO THE SATISFACTION OF THE CITY OF COLUMBUS ACCEPTABLE REPRESENTATIVE.
SANITARY CONVENIENCE FACILITIES -
THE CONTRACTOR SHALL FURNISH AND MAINTAIN SANITARY CONVENIENCE FACILITIES FOR THE WORKERS AND INSPECTORS FOR THE
DURATION OF THE WORK. COST SHALL BE INCLUDED IN THE PRICE BID FOR THE PROJECT IMPROVEMENTS.
MISCELLANEOUS WORK ITEMS -
THE CONTRACTOR SHALL PERFORM ALL ITEMS OF WORK CALLED FOR ON THE PLANS. FOR WHICH NO SPECIFIC METHOD OF PAYMENT IS
PROVIDED. THE COST OF IT SHALL BE INCIDENTAL AND BE INCLUDED IN THE VARIOUS UNIT PRICES BID FOR THE PROJECT IMPROVEMENT.
TOPSOIL FURNISHED AND PLACED -
THIS ITEM IS TO BE USED IN THE AREAS OF PAVEMENT REMOVAL TO BRING THE SITE TO GRADE AND PROVIDE A GOOD SEEDBED FOR THE
SEEDING AND MULCHING IN THESE AREAS. THE ITEM IS ALSO TO BE USED AS DIRECTED BY THE ENGINEER TO PROVIDE SEEDBED IN
AREAS WHERE EXISTING SOIL PROVIDES AN INADEQUATE SEEDBED (4" MINIMUM TOPSOIL)
CONSTRUCTION DAMAGE
ALL SIGNS, FENCES, SHRUBS, DRAINAGE STRUCTURES, OR OTHER PHYSICAL FEATURES DISTURBED OR DAMAGED DURING
CONSTRUCTION UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR. UNLESS
OTHERWISE PROVIDED FOR, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE COST OF THIS WORK.
MAINTAINING ACCESS TO PRIVATE PROPERTY -
ACCESS FOR PEDESTRIAN AND VEHICULAR TRAFFIC TO ALL ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL TIME. WHERE
PROPERTIES ARE ACCESSED BY ONLY ONE DRIVEWAY, PARTIAL WIDTH CONSTRUCTION SHALL BE USED WITH THE WRITTEN PERMISSION
OF THE PROPERTY OWNER. DRIVEWAYS OR LEAD WALKS MAY BE CLOSED, THE PERMISSION LETTERS SHALL BE SUBMITTED TO THE
PROJECT ENGINEER BEFORE THE COMMENCEMENT OF THE CLOSURE.
CLEANUP -
THE CONTRACTOR SHALL PERFORM DAILY CLEANUP OF THE WORK SITE. ALL TRASH, INCLUDING CANS, BOTTLES, FOOD SCRAPS,
CONTAINERS AND WRAPPERS SHALL BE PROPERLY DISPOSED OF OFF SITE AND SHALL NOT BE THROWN IN THE CONSTRUCTION AREA.
BENCHMARKS AND SURVEY MONUMENTS -
ELEVATIONS ARE BASED ON 1988 NORTH AMERICAN VERTICAL DATUM (NAVD 88).
CONSULTANT -1929 NVGD DATUM ELEVATIONS SHALL ONLY BE USED WHEN NAVD 88 IS NOT AVAILABLE.
ALL VERTICAL CONTROL POINTS WERE SET USING A COUNTY OR CITY CERTIFIED SOURCE MONUMENT FOR ITS POINT OF ORIGIN, AS
CALLED OUT AND SHOWN ON THE SCHEMATIC SHEET.
THE BASIS OF BEARINGS STATEMENT ON PLANS MUST BE REFERENCED TO AN OFFICIAL RECORD OF DEED OR PLAT OR ROAD
IMPROVEMENT PLAN THAT HAS THE BEARING USED. THE BASIS OF BEARING STATEMENT MAY ALSO BE USED WHEN TIED TO FRANKLIN
COUNTY HORIZONTAL SURVEY MONUMENTS. THE LOCATION OF THE MONUMENTS IS DESCRIBED BY USING THE STATE COORDINATE
SYSTEM, OHIO SOUTH ZONE. THE LOCATIONS SHALL BE SHOWN AND CALLED OUT ON THE PLAN AND PROFILE SHEETS, AND/OR
SCHEMATIC SHEET.
PLAN BENCHMARKS HAVE BEEN LOCATED INSIDE OF THE RIGHT-OF-WAY OF WORK LIMITS OF THE PROJECT. THEY ARE LOCATED SO
THAT THEY SHALL NOT BE DESTROYED DURING THE DEMOLITION/CONSTRUCTION PHASE OF THE PROJECT. THE CONTRACTOR IS
RESPONSIBLE FOR PRESERVING BENCHMARKS DURING THE PROJECT AND IF DESTROYED, HE IS RESPONSIBLE FOR REPLACING THEM AT
HIS OWN EXPENSE.
DO NOT DISTURB ANY FRANKLIN COUNTY CERTIFIED BENCHMARKS (VERTICAL AND/OR HORIZONTAL) LOCATED WITHIN THE WORKING
LIMITS OF THE PROJECT. CONTRACTOR SHALL CONTACT THE FRANKLIN COUNTY SURVEY DEPARTMENT (614) 462-3026, PRIOR TO
CONSTRUCTION TO COORDINATE THE PROPER PROCEDURES FOR THE RESETTING, RELOCATION OR REPLACEMENT OF ANY FRANKLIN
COUNTY CERTIFIED BENCHMARK OR SURVEY MONUMENT.
ALL EXISTING RIGHT-OF-WAY MARKERS, CENTERLINE MARKERS OR SURVEY MONUMENTS FOUND WITHIN THE WORK LIMITS OF OR
ADJACENT TO THE PROJECT ARE SHOWN AND LABELED ON THE PLANS.
ALL CONSTRUCTION CONTROL POINTS FOR THIS PROJECT HAVE BEEN SUPPLIED WITH THREE POINT REFERENCES.
MONUMENTED RIGHT-OF-WAY AND PROPERTY CORNERS -
AVOID DISTURBING RIGHT-OF-WAY OR PROPERTY CORNER MARKERS DURING CONSTRUCTION. IF DISTURBED DURING CONSTRUCTION,
THE MARKERS SHALL BE REPLACED PER CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, SECTION 107.12.
MANHOLE AND/OR INLET ADJUSTED TO GRADE -
BEFORE ADJUSTING EXISTING MANHOLES AND/OR CURB INLETS TO GRADE, THE CONTRACTOR IN THE PRESENCE OF THE CITY ENGINEER
OR ACCEPTABLE REPRESENTATIVE, SHALL INSPECT SAID STRUCTURES. IF STRUCTURES ARE IN POOR CONDITION, THEY SHALL BE
REPLACED WITH NEW STRUCTURES AT THE APPROPRIATE ELEVATIONS.
MAINTAIN DRAINAGE -
THE CONTRACTOR AT HIS OWN EXPENSE SHALL MAINTAIN THE FLOW IN ALL SEWERS, DRAINS, FIELD TILES, AND WATERCOURSES
ENCOUNTERED IN AND AROUND THE PROJECT SITE. IF SUCH WATERCOURSES OR DRAINS ARE DISTURBED OR DESTROYED DURING THE
EXECUTION OF THE PROJECT, THEY SHALL BE RESTORED BY THE CONTRACTOR AT HIS OWN EXPENSE TO A CONDITION SATISFACTORY
TO THE ENGINEER.
EROSION CONTROL
PAYMENT FOR THE REMOVAL OF PROPOSED EROSION CONTROL ITEMS SHALL BE INCLUDED IN THE UNIT BID COST OF THESE ITEMS. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR ALL PROPER MAINTENANCE
AND INSPECTION IN COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH
CONSTRUCTION ACTIVITY.
EROSION AND SEDIMENT CONTROL NOTES -
THE CONTRACTOR IS RESPONSIBLE FOR A MOBILE EROSION AND SEDIMENT CONTROL PLAN DURING CONSTRUCTION ACTIVITIES. THE
CONTRACTOR MUST PROTECT THE DOWNSTREAM STORM INLET EITHER BEFORE WORK AREA OR AFTER WORK AREA WITH EITHER A
DANDY BAG OR BEAVER DAM (OR APPROVED EQUAL) WHICHEVER SEEMS LIKE THE APPROPRIATE BMP FOR THE STORM STRUCTURE
BEING PROTECTED. IF ANY QUESTIONS ABOUT WHICH BMP TO BE USED THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR THE
INSTRUCTIONS. AFTER THE CONSTRUCTION ACTIVITIES PASS THE DOWNSTREAM STRUCTURES IT MUST BE REMOVED AND PLACED AT
THE NEXT DOWNSTREAM STRUCTURE EITHER BEFORE THE WORK AREA OR AFTER THE WORK AREA. DIRECT DISCHARGE OF
STORMWATER FORM THE CONSTRUCTION WORK AREA, EXCAVATION OR OTHER WORK ACTIVITIES INTO ANY DOWNSTREAM OR
UPSTREAM STORM STRUCTURE IS PROHIBITED AND CAN BE PUNISHABLE WITH FINES AND EVEN EPA SANCTIONS. ANY STORMWATER
FROM THESE ACTIVITIES MUST BE FILTERED THROUGH A FILTER BAG BEFORE BEING DISCHARGED INTO THE STORM SEWER.
CONSTRUCTION OF THIS PROJECT MAY NOT BEGIN UNTIL THE EASEMENTS INDICATED HAVE BEEN RECORDED BY THE CITY.
ANY MODIFICATION TO THE WORK AS SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE ADMINISTRATOR,
DIVISION OF SEWERAGE AND DRAINAGE.
ALL PLASTIC SEWER LINES SHALL BE DEFLECTION TESTED AFTER INSTALLATION IN CONFORMANCE WITH THE
REQUIREMENTS OF ITEM 901 OF THE CITY OF COLUMBUS, CONSTRUCTION AND MATERIAL SPECIFICATIONS, CURRENT VERSION.
ALL CONCRETE PIPE, STORM AND SANITARY SEWER STRUCTURES WILL BE STAMPED OR HAVE SUCH IDENTIFICATION NOTING THAT SAID
PIPE, STORM AND SANITARY STRUCTURES HAVE BEEN INSPECTED BY THE CITY OF COLUMBUS AND MEETS THEIR SPECIFICATIONS. PIPE
AND STRUCTURES WITHOUT PROPER IDENTIFICATION WILL NOT BE PERMITTED FOR INSTALLATION.
EROSION AND SEDIMENT CONTROL MEASURES ARE REQUIRED AS PART OF THIS PROJECT. LAND-DISTURBING ACTIVITIES MUST COMPLY
WITH ALL PROVISIONS OF THE DIVISION OF SEWERAGE AND DRAINAGE EROSION AND SEDIMENT CONTROL REGULATION. ALL
LAND-DISTURBING ACTIVITIES SHALL BE SUBJECT TO INSPECTION AND SITE INVESTIGATION BY THE CITY OF COLUMBUS AND/OR THE
OHIO EPA.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE CITY OF REYNOLDSBURG TWO WORKING DAYS PRIOR TO
COMMENCEMENT OF INITIAL SITE LAND DISTURBANCE ON ANY SITE OF ONE OR MORE ACRES. THIS INCLUDES SITE CLEARING, GRUBBING
AND ANY EARTH MOVING. PRIMARY EROSION AND SEDIMENT CONTROL PRACTICES ARE MANDATED BY REGULATION TO BE IN PLACE
FROM THE BEGINNING OF THE CONSTRUCTION ACTIVITY.
DIRECT DISCHARGE OF SEDIMENT LADEN WATER TO THE CITY'S SEWER SYSTEM OR A RECEIVING STREAM IS A VIOLATION OF OHIO EPA
REGULATIONS. THE CONTRACTOR WILL BE HELD LIABLE FOR THE VIOLATION AND SUBSEQUENT FINES.
THE CONTRACTOR SHALL ENSURE THERE IS A SURVEYOR'S LEVEL AND ROD ON THE PROJECT FOR USE IN PERFORMING GRADE CHECKS
WHENEVER SEWER LINE STRUCTURES OR PIPE ARE BEING INSTALLED. THE CONTRACTOR SHALL MAKE THIS EQUIPMENT AVAILABLE FOR
USE AND ASSIST THE CITY INSPECTOR IN PERFORMING GRADE CHECKS WHEN REQUESTED BY THE INSPECTOR. THE INSPECTOR WILL
MAKE ALL REASONABLE ATTEMPTS TO CONFINE REQUESTS FOR ASSISTANCE IN PERFORMING GRADE CHECKS TO TIMES CONVENIENT
TO THE CONTRACTOR.
THESE CHECKS WILL BE PERFORMED TO ENSURE THE FOLLOWING:
1. PROPER PLACEMENT OF EACH STRUCTURE.
2. PROPER INSTALLATION OF PIPE RUNS.
3. GRADE, AFTER AN OVERNIGHT OR LONGER SHUTDOWN.
4. GRADE, AT ANY OTHER TIME THE INSPECTOR HAS REASON TO QUESTION GRADE OF INSTALLATION.
GRADE CHECKS PERFORMED BY THE CITY INSPECTOR IN NO WAY RELIEVE THE CONTRACTOR OF THE ULTIMATE RESPONSIBILITY TO
ENSURE CONSTRUCTION TO THE PLAN GRADE.
THE PONDING OR DETENTION AREAS SHOWN ON THE PLANS ARE A PART OF THE STORM SEWER FACILITIES. THE CONTRACTOR WILL
ASSUME THE RESPONSIBILITY TO MAINTAIN THE PONDING OR DETENTION AREAS SO AS NOT TO REDUCE THE WATER STORAGE AREAS
DURING CONSTRUCTION.
AS A CONDITION OF FINAL ACCEPTANCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT SURVEYS TO VERIFY THE
FINAL GRADES AND ELEVATIONS OF STORMWATER DETENTION BASINS AND WETLANDS THAT ARE TO BE OWNED AND OPERATED BY
THE CITY. AT THE COMPLETION OF CONSTRUCTION, THE OWNER/DEVELOPER SHALL FIELD SURVEY THE STORMWATER DETENTION
FACILITY TO VERIFY THAT THE FACILITIES ARE CONSTRUCTED ACCORDING TO APPROVED PLANS. SHOULD A DISCREPANCY BETWEEN
THE PLANS AND CONSTRUCTED GRADES EXIST, THE DESIGN STORAGE OF THE DETENTION FACILITY SHALL BE RESTORED BY THE
OWNER/DEVELOPER AS DIRECTED BY THE CITY OF COLUMBUS.
IMMEDIATELY AFTER PLACEMENT OF ANY CONDUITS, THE CONTRACTOR SHALL CONSTRUCT THE END TREATMENTS REQUIRED BY THE
PLANS AT BOTH OUTLET AND INLET ENDS. THIS SHALL INCLUDE HEADWALLS, CONCRETE, RIP RAP, ROCK CHANNEL PROTECTION,
SODDING, POURING BOTTOMS, MUDDING LIFT HOLES, ETC.
MAINTAINING PEDESTRIAN TRAFFIC -
ADVANCED NOTIFICATION OF SIDEWALK CLOSURES, AND PEDESTRIAN GUIDANCE, SHALL BE PROVIDED. THIS SHALL INCLUDE SIGNAGE.
SIDEWALK CLOSED SIGNS AND DETOUR SIGNS SHALL BE ON BARRICADES WHICH COMPLETELY OBSTRUCT THE EXISTING WALKWAY.
EQUIVALENT INFORMATION SHALL BE PROVIDED IN ALTERNATIVE FORMATS FOR PEDESTRIANS WHO HAVE VISUAL DISABILITIES. AUDIBLE
INSTRUCTION SHALL BE PROVIDED WHERE THE PEDESTRIAN ARE REQUIRED TO CROSS THE ROADWAY TO FIND AN ACCESSIBLE ROUTE.
36" HIGH LONGITUDINAL WALKWAY CHANNELIZING DEVICES, OR BARRIERS WITH CONTINUOUS EDGING AT THE BOTTOM WITHIN 6" OF THE
GROUND, OR UN-SPACED BARRELS OR TALL CONES, SHALL BE PROVIDED TO ACHIEVE ACCESSIBILITY FOR A WALKING CANE-USER.
CONES, TAPE, AND OTHER DISCONTINUOUS BARRIERS SHALL NOT BE APPLIED IN AREAS USED BY PEDESTRIANS. THERE SHALL NOT BE
ANY ABRUPT CHANGES IN GRADE OR TERRAIN THAT COULD CAUSE A TRIPPING HAZARD OR COULD BE A BARRIER TO WHEELCHAIR USE.
WALKWAYS SHALL BE 60" WIDE, WITH NOT PROTRUSIONS OF MORE THAN 4" FROM THE CHANNELIZING DEVICES.
IF A SIGNIFICANT POTENTIAL EXISTS FOR VEHICLE INCURSIONS INTO THE PEDESTRIAN PATH, PEDESTRIANS SHALL BE REROUTED OR
TEMPORARY TRAFFIC BARRIERS SHALL BE INSTALLED. IF A TEMPORARY TRAFFIC BARRIER IS USED TO SHIELD PEDESTRIAN, IT SHALL BE
DESIGNED TO ACCOMMODATE SITE CONDITIONS, PROVIDE AN ACCESSIBLE PASSAGE, AND BE DETECTABLE BY PEOPLE WITH
DISABILITIES.
PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES ON AT LEAST ONE SIDE OF THE STREET UNDER CONSTRUCTION. WHERE THE
SIDEWALK ON ONE SIDE OF THE STREET IS CLOSED, PROVIDE THE NECESSARY PROTECTION AND SIGNAGE TO DIRECT PEDESTRIANS
ALONG AN ALTERNATIVE ROUTE.
6" ITEM 304,
AGGREGATE BASE
8" ITEM 452 NON-REINFORCED
CONCRETE PAVEMENT, CLASS C
HEAVY DUTY CONCRETE
ITEM 204, COMPACTED SUBGRADE
B
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(
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4
2
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6
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1
8
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10" V
CP
8
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V
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10" V
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1
0
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T
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T
817.78
TC
818.28
TC
817.80
TC
817.17
TC
817.48
TC 81
6.97 TC
816.38
TC
815.81
TC
814.93
TC
814.17
TC
813.70
TC 81
3.34 TC
815.74
TC
815.58
TC
815.29
TC
815.99
TC
816.50
TC
818.20
TC
817.90
TC
816.65
TC
818.44
TC
818.37
TC
818.34
TC
818.44
TC
818.77
TC
818.90
TC
818.76
TC
817.78
BC
817.34
BC 81
7.43 BC
816.28
BC
818.29
BC
818.42
BC
818.27
BC
817.95
BC
817.84
BC
816.05
BC
817.79
BC
817.35
BC
816.75
BC
817.07
BC
816.56
BC
815.89
BC
815.81
BC
815.22
BC
815.42
BC
814.42
BC
813.68
BC
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4
2
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R
C
P
EXISTING CURB TO BE SAWCUT AND REMOVED
EXISTING TREES AND GROUND COVER TO BE
REMOVED
STORM MANHOLE ADJUSTED TO GRADE -
SEE GRADING SHEET
STORM CATCH BASIN GRATE TO BE REMOVED
AND REPLACED - SEE GRADING SHEET
CODED NOTES
Know what's below.before you dig.Call
R
G G G G
W W W W W W W
ST ST ST ST ST ST
S S
E E
EXISTING SIGN
EXISTING WATER LINE
EXISTING SANITARY
EXISTING ELECTRIC
EXISTING GAS LINE
EXISTING FENCE
STREET LIGHT
o o o
POWER & LIGHT POLE
POWER AND TELEPHONE POLE
EXISTING STORM LINE
LEGEND
#10008 2X1 CB T/C 816.31
18" RCP INV NW 812.14
18" RCP INV SE 812.14
18" PVC INV STRAIGHT DOWN 815.71
#10009 STORM MH T/C 817.94
42" RCP INV N 809.97
42" RCP INV S 809.88
18" RCP INV E RECESSED
#10015 STORM MH T/C 816.94
10" VCP INV SW 802.72
10" VCP INV E 802.55
#10016 CI T/C 815.75
FILLED WITH MUD
STRUCTURE INVENTORY
EXISTING FIRE HYDRANT
CONCRETE
EXISTING DECIDUOUS TREE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING WATER SERVICE VALVE
ST
ELECTRIC PULL BOXPB
YARD LIGHT
PAD MOUNTED TRANSFORMER
WS
CONCRETE MONUMENT
IRON PIN
EXISTING GAS LINE MARKER
REMOVAL
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10" V
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8
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1
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818.49
FG 81
9.59 FG
817.54
FG
817.66
FG
816.53
FG
815.42
FG
814.56
FG
817.14
FG
815.41
FG 81
6.46 FG
818.46
FG
818.28
TC
817.80
TC
817.48
TC 81
6.97 TC
816.38
TC
815.81
TC
814.93
TC
814.17
TC
813.70
TC 81
3.34 TC
815.74
TC
815.58
TC
815.29
TC
815.99
TC
816.50
TC 81
6.65 TC
818.44
TC
818.37
TC
818.34
TC
818.44
TC
818.77
TC
818.90
TC
818.76
TC
816.28
BC
818.29
BC
818.42
BC
818.27
BC
817.95
BC
817.84
BC
816.05
BC
817.79
BC
817.35
BC
817.07
BC
816.56
BC
815.89
BC
815.81
BC
815.22
BC
815.42
BC
814.42
BC
813.68
BC
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4
2
"
R
C
P
Know what's below.before you dig.Call
R
G G G G
W W W W W W W
ST ST ST ST ST ST
S S
E E
EXISTING SIGN
EXISTING WATER LINE
EXISTING SANITARY
EXISTING ELECTRIC
EXISTING GAS LINE
EXISTING FENCE
STREET LIGHT
o o o
POWER & LIGHT POLE
POWER AND TELEPHONE POLE
EXISTING STORM LINE
LEGEND
#10008 2X1 CB T/C 816.31
18" RCP INV NW 812.14
18" RCP INV SE 812.14
18" PVC INV STRAIGHT DOWN 815.71
#10009 STORM MH T/C 817.94
42" RCP INV N 809.97
42" RCP INV S 809.88
18" RCP INV E RECESSED
#10015 STORM MH T/C 816.94
10" VCP INV SW 802.72
10" VCP INV E 802.55
#10016 CI T/C 815.75
FILLED WITH MUD
STRUCTURE INVENTORY
GRADING LEGENDMATCH EXISTING
TOP OF CURB
BOTTOM OF CURB
FINISHED GRADE
EXISTING SPOT GRADE
PROPOSED SPOT GRADE
DRAINAGE FLOW ARROW
EXISTING FIRE HYDRANT
EXISTING CONCRETE
EXISTING DECIDUOUS TREE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING WATER SERVICE VALVE
ST
ELECTRIC PULL BOXPB
YARD LIGHT
PAD MOUNTED TRANSFORMER
WS
CONCRETE MONUMENT
IRON PIN
EXISTING GAS LINE MARKER
JOINT DETAILS FOR CONCRETE PAVING
XX.XX
NOTE: TIE IN PROPOSED CURB UNDERDRAIN
TO EXISTING CURB UNDERDRAIN OR EXISTING
STORM SEWER.CONTRACTOR TO INCLUDE IN
BASE BID.
PROPOSED CONCRETE
24" O.C. SPACING
1"
