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Home My WebLink AboutResolution 32-22 To: Members of Dublin City Council From: Dana L. McDaniel, City Manager Date: June 21, 2022 Initiated By: Robert E. Ranc, Jr., Deputy City Manager/Chief Operating Officer Paul A. Hammersmith, PE, Director of Engineering/City Engineer Brian D. Gable, PE, Deputy Director of Engineering - Design & Construction C. Aaron Stanford, PE, Deputy Director of Engineering - Utilities Kenneth B. Richardson, PE, PS, Senior Civil Engineer Re: Resolution 32-22 – Accepting the Lowest and Best Bid for the Riverside Drive East Shared-Use Path - Section 1; Water Line Extension Areas 4A, 4B; and Water Line Extension Area 4A Phase 2 Project (19-011-CIP, 18-038-CIP, 18- 031-CIP) Summary On June 9, 2022 two (2) bids were received and publicly opened for the Riverside Drive East Shared-Use Path - Section 1; Water Line Extension Areas 4A, 4B; and Water Line Extension Area 4A Phase 2 Project (the “Project”), which includes: 3,000 feet of shared-use path; 115 feet pre-fabricated pedestrian bridge; 1,610 feet of 8-inch water line; and 2,430 feet of 12-inch water line. The Project was designed as three separate projects and programmed to bid as one construction project to provide benefits of cost efficiency and reduction in overall construction time. Please see the included location map showing the water line extension areas as well the shared-use path location. The Project will provide a shared-use path on the east side of Riverside Drive from Emerald Parkway and connect to the existing shared-use path 500 feet north of Hanna Hills Drive. In addition to the shared- use path, this Project will extend water lines on the east side of Riverside Drive from Emerald Parkway to Hanna Hills Drive and on Bright Road from Riverside Drive to Grandee Cliffs Drive. The extension of the water lines are located in the utility extension areas (Areas 4A, 4B) as identified in the Dublin City Council adopted policy on December 7, 2015, and as amended by Council on April 25, 2022, to provide water and sanitary sewer utility extensions to areas that do not currently have access to these public services. The water line extension portion of this Project will serve or provide the ability to serve 30 existing parcels of which 28 parcels have an existing well. An existing sanitary sewer serves the Project area. At the April 25, 2022 Council meeting, Ordinance 11-22 was discussed for acquiring additional right-of- way on the McDowell property (Parcel 9) adjacent to Riverside Drive and included the potential for the shared-use path construction to disturb the Ferris Pioneer Cemetery. There is no surface trace of the cemetery location on Parcel 9 as the existing cemetery sign on Riverside Drive was placed by a volunteer in 2003 to acknowledge there was a pioneer cemetery located somewhere in the general area, however, the location of the cemetery is unknown at this time. As part of the construction requirements for the Project, the contractor is required to perform ground-penetrating radar (GPR) of the shared-use path construction area on Parcel 9 prior to grading operations to construct the shared-use path. The GPR may determine if potential unmarked graves are in the shared-use path construction area. A report on the GPR findings will be submitted to the City by September 30, 2022. For Council’s reference, a copy of the construction drawings for the Project have been provided electronically or a print version can be provided to Council upon request. Office of the City Manager 5555 Perimeter Drive • Dublin, OH 43017-1090 Phone: 614.410.4400 • Fax: 614.410.4490 Memo Resolution 32-22 – Accepting the Lowest and Best Bid for the Riverside Drive East Shared-Use Path – Section 1; Water Line Extensions Areas 4A, 4B; and Water Line Extension Area 4A Phase 2 Project (19- 011-CIP, 18-038-CIP, 18-031-CIP) June 21, 2022 Page 2 of 3 The Engineer’s estimate for this project is $2,300,000. This project is funded from Ordinance 04-22 as follows: Project Component Funding Source Budgeted Amount Bid Amount Water Extension Water Fund $1,130,000 $1,259,000.85 Shared-Use Path New Capital Infrastructure – Bicycle and Pedestrians $1,000,000 $1,212,181.30 Total $2,130,000 $2,471,182.15 Strawser Paving Company, Inc. submitted the lowest and best bid of $2,471,182.15. Staff has reviewed all bids and a summary of the bids received is listed below. Bidder Bid as Read Bid as Read Corrected Bid Over (+) or Under (-) Engineer’s Estimate Strawser Paving Company, Inc. $2,471,182.15 +7.4% N/A Complete General Construction $4,250,833.13 +84.8% N/A The two bids received were higher than the Engineer’s estimate. Staff has determine this is due to multiple factors: overall high inflation, increased trucking and fuel costs, material costs increases, and ductile iron pipe shortages. Engineering has consulted with Finance staff, and staff anticipates being able to cover the additional Project cost using other unencumbered budgeted funds or within the actual 2022 income tax revenues. As detailed in the June 14, 2022 City Manager update memo, “Ductile Iron Water System Components Supply”, there is presently an extended delivery time for ductile iron components. This has also caused the material cost of these same components to be inflated beyond the cost used to determine the Engineer’s estimate. These cost increases are reflected in the submitted bids for this project. It is also expected the lead time to secure the ductile iron components for this project will be nine to twelve months from the time of order. Due to this supply delay, the completion date for this project is being extended from December 2022 to August 30, 2023. The contractor may begin construction this year south of Bright Road and east of Riverside Drive outside of the GPR survey area (until the GPR report is reviewed). For areas along Riverside Drive north of Bright Road and areas on Bright Road to Grandee Cliffs Drive, no construction fieldwork shall begin until March 15, 2023. Riverside Drive will remain open to traffic at all times. During water line and roadway construction at the Billingsley Creek (north of the Emerald Parkway about 300 feet), Riverside Drive will be reduced to one lane in each direction for a duration of three weeks. Typical and customary communication methods will be used to convey construction information to residents and motorists throughout the duration of the work for this Project. Resolution 32-22 – Accepting the Lowest and Best Bid for the Riverside Drive East Shared-Use Path – Section 1; Water Line Extensions Areas 4A, 4B; and Water Line Extension Area 4A Phase 2 Project (19- 011-CIP, 18-038-CIP, 18-031-CIP) June 21, 2022 Page 3 of 3 Recommendation Staff recommends approving this Project that is over the Engineer’s Estimate because there has been no indication from suppliers and other professionals in the industry that these prices will significantly reduce in the near term. Staff has thoroughly reviewed the bid submitted by Strawser Paving Company, Inc. and determined it to be a complete and acceptable cost to perform the specified work for this project. Previous experience with Strawser Paving Company, Inc. has been favorable including these recent projects: Bright Road Watermain Installation (2022); 2021 Storm Structure Maintenance; 2021 Street Maintenance Program – Phase 1 and 2. Staff is confident Strawser Paving Company, Inc. will perform well on this Project. Staff recommends Council approval of Resolution 32-22 accepting as lowest and best the bid of Strawser Paving Company, Inc. in the amount of $2,471,182.15 and authorizing the City Manager to enter into a contract with Strawser Paving Company, Inc. for this Project. RIVERSIDE DRIVE EAST SHARED-USE PATH - SECTION 1 MATCHLINE SEE THIS SHEET MATCHLINESEE THIS SHEET SHARED-USE PATH LOCATION EXHIBIT 8" WATERBRIGHT RD HANNA HIL L S D RRIVERSIDE DRBRIGHT RD RIVERSIDE DRRIVER KNOLLS PLI-270SCIOTORIVERGRANDEE CLIFFS DRJENMAR CTAREA 4BAREA 4B76543218910AREA 4AAREA 4A PHASE 2131211AREA 4A PHASE 212" WATEREX 12" WATERHARD RDYELLOW WOOD DR LEGENDPROP. WATER LINEAREA BOUNDARYPARCEL NUMBER0800200400LOCATION MAPWATER LINE EXTENSIONS AREAS 4A, 4BSCALE: 1"= 400'DATE: 06/10/2022#WATER LINE EXTENSION AREA 4A PHASE 2H:\Columbus\P\170474\DWG\000\SHEETS EXHIBIT\170474 AREA 4 OVERALL.dwg, 6/10/2022 3:27:03 PM, mcouvreur Δ Δ SCHEMATIC PLAN RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 TYPICAL SECTIONSRIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 “”GENERAL NOTES RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 GENERAL NOTES RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 GENERAL NOTES RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 EROSION CONTROL NOTES ●●●●● ●●● ●●● ●●●●● ●●●●● ●●● ●●●●RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 EROSION CONTROL NOTES AND DETAILS RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 BMP NOTES AND DETAILS RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 CALCULATEDCHECKEDHORIZONTALSCALE IN FEET0STA. 0+00 TO STA. 11+00PROJECT BMP & SWPP PLAN 42 9RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 CALCULATEDCHECKEDHORIZONTALSCALE IN FEET0STA. 11+00 TO STA. 22+00PROJECT BMP & SWPP PLAN 42 10RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 CALCULATEDCHECKEDHORIZONTALSCALE IN FEET0STA. 22+00 TO STA. 30+50PROJECT BMP & SWPP PLAN 42 11RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 MAINTENANCE OF TRAFFIC RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 GENERAL SUMMARY ITEM DESCRIPTION QUANTITY UNITITEMDESCRIPTIONQUANTITYUNIT RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 PLAN & PROFILESTA. 0+00 TO STA. 5+60RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 PLAN & PROFILESTA. 5+60 TO STA. 11+20RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSS PLAN & PROFILESTA. 11+20 TO STA. 16+40RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW PLAN & PROFILESTA. 16+40 TO STA. 22+00RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 WWWWWWWWWWWWWWWWWWWWWWW PLAN & PROFILESTA. 22+00 TO STA. 27+60RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 WW PLAN & PROFILESTA. 27+60 TO STA. 30+25Feet 0 5 10 RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 STA. 0+10.00 TO STA. 3+35.00CROSS SECTIONSRIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 STA. 3+50.00 TO STA. 5+50.00CROSS SECTIONSRIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 STA. 6+00.00 TO STA. 9+00.00CROSS SECTIONSRIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 STA. 9+50.00 TO STA. 13+00.00CROSS SECTIONSRIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 STA. 13+50.00 TO STA. 17+50.00CROSS SECTIONSRIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 STA. 18+00.00 TO STA. 21+50.00CROSS SECTIONSRIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 STA. 221+00.00 TO STA. 26+00.00CROSS SECTIONSRIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 STA. 26+50.00 TO STA. 30+50.00CROSS SECTIONSRIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 STORM SEWER PROFILES RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 STORM SEWER PROFILES RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 DRIVE DETAILS RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1Feet 0 10 20 DRIVE DETAILS RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1Feet 0 10 20 DRIVE DETAILS RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1Feet 0 10 20 DRIVE DETAILS RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1Feet 0 10 20 DRIVE DETAILS RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1Feet 0 10 20 RIVERSIDE DRIVE CURB DETAIL Feet 0 10 20 RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 INTERSECTION DETAIL Feet 0 5 10 RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 TREE INVENTORY TAG #DIAMETER (INCHES)SPECIES CONDITION 1 6 AMERICAN ELM GOOD 2 6 WHITE ASH DEAD 3 15 RED OAK GOOD 4 15 RED OAK GOOD 5 8 BASSWOOD GOOD 6 16 BASSWOOD GOOD 7 20 WHITE OAK GOOD 8 10 BASSWOOD GOOD 9 7 WHITE ASH DEAD 10 7 WHITE OAK GOOD 11 9 BOX ELDER GOOD 12 8 AMERICAN ELM GOOD 13 12 AMERICAN ELM GOOD 14 12 HONEY LOCUST GOOD 15 15 GREEN ASH FAIR 16 9 GREEN ASH GOOD 17 8 AMERICAN ELM GOOD 18 30 SILVER MAPLE GOOD 19 24 SILVER MAPLE FAIR 20 8 AMERICAN ELM GOOD 21 22 SILVER MAPLE FAIR 22 12 WHITE ASH DEAD 23 9 AMERICAN ELM GOOD 24 7 AMERICAN ELM GOOD 25 12 SILVER MAPLE GOOD 26 12 SUGAR MAPLE GOOD 27 6 SUGAR MAPLE GOOD 28 6 SUGAR MAPLE GOOD 29 8 WHITE ASH POOR 30 10 BLACK LOCUST GOOD 31 6 BOX ELDER FAIR 32 5 SUGAR MAPLE GOOD 33 9 SUGAR MAPLE GOOD 34 7 AMERICAN ELM GOOD 35 6 SERBIAN SPRUCE POOR 36 29 NORWAY SPUCE GOOD 37 28 NORWAY SPUCE GOOD 38 19 AUSTRIAN PINE POOR 39 16 NORWAY SPUCE GOOD 40 8 OHIO BUCKEYE GOOD 41 8 SILVER MAPLE DEAD 42 22 BITTERNUT HICKORY GOOD 43 17 WHITE ASH DEAD 44 10 SUGAR MAPLE GOOD 45 8 SUGAR MAPLE GOOD 46 26 SILVER MAPLE GOOD 47 17 SILVER MAPLE POOR 48 15 BLACK WALNUT GOOD 49 20 BLACK CHERRY GOOD 50 12 HACKBERRY GOOD 51 8 WHITE MULBERRY GOOD 52 19 NORTHERN CATALPA GOOD 53 9 WHITE ASH DEAD 54 12 BLACK WALNUT GOOD 55 15 AUSTRIAN PINE POOR 56 14 AUSTRIAN PINE FAIR 57 17 AUSTRIAN PINE GOOD 58 37 SUGAR MAPLE GOOD 59 25 WHITE PINE GOOD 60 21 SUGAR MAPLE GOOD 61 17 BLUE SPRUCE POOR 62 12 EASTERN RED CEDAR GOOD 63 21 SUGAR MAPLE GOOD 64 27 SUGAR MAPLE GOOD 65 36 RED OAK GOOD 66 24 WHITE PINE GOOD 67 7 AMERICAN CRABAPPLE GOOD 68 10 BLACK CHERRY GOOD 69 13 BLACK CHERRY GOOD 70 18 AMERICAN CRABAPPLE GOOD 71 27 AMERICAN ELM GOOD 72 27 BLACK CHERRY GOOD TAG #DIAMETER (INCHES)SPECIES CONDITION 73 7 WHITE PINE GOOD 74 7 AUSTRIAN PINE POOR 75 6 HETZI JUNIPER GOOD 76 6 HETZI JUNIPER GOOD 77 5 AUSTRIAN PINE GOOD 78 10 DAWN REDWOOD GOOD 79 11 DAWN REDWOOD GOOD 80 11 DAWN REDWOOD GOOD 81 12 SUGAR MAPLE GOOD 82 15 BLUE SPRUCE GOOD 83 15 BLUE SPRUCE GOOD 84 21 NORWAY SPUCE GOOD 85 7 BLUE SPRUCE FAIR 86 22 NORWAY SPUCE GOOD 87 7 BLUE SPRUCE GOOD 88 9 SUGAR MAPLE GOOD 89 7 BLUE SPRUCE GOOD 90 7 BLUE SPRUCE GOOD 91 6 NORWAY SPUCE GOOD 92 8 BLUE SPRUCE GOOD 93 7 NORWAY SPUCE GOOD 94 10 SUGAR MAPLE GOOD 95 7 CALLERY PEAR GOOD 96 6 CALLERY PEAR FAIR 97 10 NORWAY SPUCE GOOD 98 24 NORWAY SPUCE GOOD 99 9 AMERICAN ELM GOOD 100 14 BLACK CHERRY DEAD 101 12 AMERICAN ELM DEAD 102 8 AMERICAN ELM DEAD 103 24 BLACK CHERRY GOOD 104 24 WHITE ASH DEAD 105 9 AMERICAN ELM GOOD 106 8 CALLERY PEAR FAIR 107 12 BOX ELDER GOOD 108 11 MULBERRY GOOD 109 11 MULBERRY GOOD 110 10 WHITE ASH DEAD 111 18 BLACK CHERRY DEAD 112 9 SUGAR MAPLE GOOD 113 12 SUGAR MAPLE GOOD 114 17 BLACK CHERRY DEAD 115 10 BLACK CHERRY DEAD 116 8 AMERICAN ELM GOOD 117 19 MULBERRY GOOD 118 11 SUGAR MAPLE GOOD 119 10 AMERICAN ELM DEAD 120 10 MULBERRY POOR 121 6 BOX ELDER FAIR 122 14 BOX ELDER POOR 123 8 BOX ELDER POOR 124 17 SUGAR MAPLE GOOD 125 17 BLACK WALNUT GOOD 126 12 WHITE ASH DEAD 127 9 BITTERNUT HICKORY GOOD 128 6 BOX ELDER POOR 129 6 WHITE ASH POOR 130 12 BLACK CHERRY DEAD 131 10 WHITE ASH DEAD 132 9 CALLERY PEAR GOOD 133 6 SUGAR MAPLE FAIR 134 15 AMERICAN CRABAPPLE POOR 135 4 HONEYSUCKLE FAIR 136 11 CALLERY PEAR GOOD 137 24 BOX ELDER GOOD 138 16 BOX ELDER GOOD 139 12 HACKBERRY GOOD 140 11 HACKBERRY GOOD 141 8 BASSWOOD GOOD 142 16 HACKBERRY GOOD 143 14 SUGAR MAPLE GOOD 144 9 HACKBERRY GOOD TAG #DIAMETER (INCHES)SPECIES CONDITION 145 9 HACKBERRY GOOD 146 9 HACKBERRY GOOD 147 9 HACKBERRY GOOD 148 24 WHITE ASH DEAD 149 5 HACKBERRY GOOD 150 17 AMERICAN ELM GOOD 151 8 WHITE ASH DEAD 152 8 SUGAR MAPLE GOOD 153 OHIO BUCKEYE GOOD 154 5 HACKBERRY GOOD 155 6 WHITE ASH DEAD 156 12 SUGAR MAPLE GOOD 157 7 PIN OAK GOOD 158 12 SUGAR MAPLE GOOD 159 12 WHITE ASH DEAD 160 12 WHITE ASH DEAD 161 12 AMERICAN ELM GOOD 162 12 HACKBERRY GOOD 163 16 SUGAR MAPLE GOOD 164 22 WHITE ASH DEAD 165 12 SUGAR MAPLE GOOD 166 10 WHITE ASH POOR 167 8 SUGAR MAPLE GOOD 168 8 SUGAR MAPLE FAIR 169 9 WHITE ASH POOR 170 7 WHITE ASH DEAD 171 8 SUGAR MAPLE GOOD 172 4 SUGAR MAPLE GOOD 173 10 WHITE ASH DEAD 174 5 AMERICAN ELM GOOD 175 7 GREEN ASH DEAD 176 4 SUGAR MAPLE GOOD 177 12 AMERICAN ELM GOOD 178 4 WHITE ASH DEAD 178 14 WHITE ASH DEAD 179 10 WHITE ASH DEAD 180 11 WHITE ASH DEAD 181 13 WHITE ASH DEAD 182 6 WHITE ASH DEAD 183 12 SUGAR MAPLE GOOD 184 5 SUGAR MAPLE DEAD 185 12 SUGAR MAPLE DEAD 187 10 BLACK CHERRY DEAD 188 16 SUGAR MAPLE FAIR 189 14 WHITE ASH DEAD 190 7 HACKBERRY GOOD 191 10 HACKBERRY GOOD 192 7 HACKBERRY GOOD 193 8 HACKBERRY GOOD 194 22 MULTI-STEM GREEN ASH POOR 195 26 MULTI-STEM GREEN ASH POOR 196 12 GREEN ASH POOR 197 11 BITTERNUT HICKORY GOOD 198 18 BITTERNUT HICKORY GOOD 199 8 MULBERRY DEAD 200 12 MULBERRY GOOD 201 5 OHIO BUCKEYE GOOD 202 9 OHIO BUCKEYE GOOD 203 8 WHITE ASH DEAD 205 18 HACKBERRY GOOD 206 34 HACKBERRY GOOD 207 24 HONEY LOCUST GOOD 208 15 HONEY LOCUST FAIR 209 10 HONEY LOCUST DEAD 210 12 HONEY LOCUST GOOD 211 12 HONEY LOCUST GOOD 212 24 HONEY LOCUST GOOD 213 5 HONEY LOCUST GOOD 214 12 HONEY LOCUST GOOD 215 4 GREEN ASH GOOD 216 14 HONEY LOCUST GOOD 217 7 GREEN ASH GOOD TAG #DIAMETER (INCHES)SPECIES CONDITION 218 6 BLACK CHERRY GOOD 219 4 GREEN ASH GOOD 220 10 HONEY LOCUST GOOD 221 12 SUGAR MAPLE GOOD 222 16 SUGAR MAPLE DEAD 223 11 BLACK LOCUST GOOD 224 11 HONEY LOCUST POOR 225 5 AMERICAN ELM GOOD 226 6 AMERICAN ELM GOOD 227 15 HACKBERRY GOOD 228 4 GREEN ASH GOOD 229 6 REDBUD POOR 230 7 GREEN ASH GOOD 231 7 AMERICAN ELM GOOD 232 18 BLACK LOCUST POOR 233 7 AMERICAN ELM GOOD 234 9 AMERICAN ELM GOOD 235 14 BLACK LOCUST DEAD 236 11 WHITE ASH DEAD 237 7 GREEN ASH GOOD 238 6 REDBUD FAIR 239 4 GREEN ASH GOOD 240 6 AMERICAN ELM GOOD 241 7 BLACK WALNUT GOOD 242 15 BLACK WALNUT GOOD 243 9 AMERICAN ELM GOOD 244 11 HACKBERRY GOOD 245 5 GREEN ASH GOOD 246 26 BLACK LOCUST GOOD 247 6 AMERICAN ELM GOOD 248 13 AMERICAN ELM GOOD 249 4 GREEN ASH GOOD 250 5 OHIO BUCKEYE GOOD 251 8 BLACK WALNUT GOOD 252 5 GREEN ASH GOOD 253 5 GREEN ASH GOOD 254 6 GREEN ASH GOOD 255 4 GREEN ASH GOOD 256 5 WHITE ASH POOR 257 6 WHITE ASH POOR 258 8 AMERICAN ELM GOOD 259 7 WHITE ASH GOOD 260 6 OHIO BUCKEYE GOOD 261 6 OHIO BUCKEYE GOOD 262 27 BLACK WALNUT GOOD 263 12 BLACK WALNUT GOOD 264 7 OHIO BUCKEYE GOOD 265 15 SUGAR MAPLE GOOD 266 6 SUGAR MAPLE GOOD 267 8 SUGAR MAPLE GOOD 268 7 SUGAR MAPLE GOOD 269 22 MULBERRY FAIR 270 6 WHITE ASH DEAD 271 20 BOX ELDER GOOD 272 21 HACKBERRY GOOD 273 7 AMERICAN ELM GOOD 274 4 SUGAR MAPLE GOOD 275 8 SUGAR MAPLE GOOD 276 11 WHITE OAK GOOD 277 18 SUGAR MAPLE GOOD 278 24 BITTERNUT HICKORY GOOD 279 6 SUGAR MAPLE GOOD 280 8 SUGAR MAPLE GOOD 281 4 AMERICAN ELM GOOD 282 7 AMERICAN ELM GOOD 283 5 SUGAR MAPLE GOOD 284 5 SUGAR MAPLE GOOD 285 5 AMERICAN ELM GOOD 286 5 BOX ELDER GOOD 287 6 BOX ELDER GOOD RIVERSIDE DRIVE EASTSHARED-USE PATH - SEC. 1 PID No. NONE OHM Advisors 580 North Fourth Street, Suite 610 Columbus, OH 43215 DATESTRUCTURE FILE NUMBERCHECKEDREVISEDDESIGNEDDRAWNREVIEWEDDESIGN AGENCYPID No.P:\6000_6100\6051180010_Riverside_Drive_East_SUP\ODOT\00000_RIVERSIDESUP\Design\Structure\Sheets\180010_SN001.dgn Sheet 5/6/2022 1:39:41 PM bswora Columbus, OH 43215580 North Fourth Street, Suite 610 OHM Advisors52 YSJJHJH 11/19 GENERAL NOTES, ESTIMATED QUANTITIES & REINFORCING LISTNONE19-011-CIP BLS RIVERSIDE DRIVE EAST SHARED-USE PATH - SEC. 1NOTES: REINFORCING STEEL - ASTM A615, OR A996 GRADE 60 MINIMUM YIELD STRENGTH 60,000 P.S.I. DESIGN SPECIFICATIONS: DESIGN LOADING: DESIGN DATA: AND THE ODOT BRIDGE DESIGN MANUAL, 2007. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, 2012, "GUIDE SPECIFICATION FOR DESIGN OF PEDESTRIAN BRIDGES" ADOPTED BY THE THIS STRUCTURE CONFORMS TO THE "LRFD BRIDGE DESIGN SPECIFICATIONS" AND CAST IN PLACE STRUCTURE: CLASS C CONCRETE - COMPRESSIVE STRENGTH 4000 P.S.I. (SUBSTRUCTURE) FOUNDATION BEARING RESISTANCE: RESISTANCE IS 6.0 KIPS PER SQUARE FOOT. LOAD PRESSURE OF 4.0 KIPS PER SQUARE FOOT. THE FACTORED BEARING LOAD PRESSURE OF 2.70 KIPS PER SQUARE FOOT AND A MAXIMUM STRENGTH FORWARD ABUTMENT FOOTING, AS DESIGNED, PRODUCE A MAXIMUM SERVICE PILES TO BEDROCK: ITEM QUANTITY UNITDESCRIPTION 503 COFFERDAMS AND EXCAVATION BRACING 503 UNCLASSIFIED EXCAVATION, INCLUDING ROCK 505 PILE DRIVING EQUIPMENT MOBILIZATION 507 60 FTSTEEL PILES HP10X42, FURNISHED 507 50 FTSTEEL PILES HP10X42, DRIVEN 507 2 EASTEEL POINTS OR SHOES 509 LBEPOXY COATED REINFORCING STEEL 511 CYCLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING 512 SYSEALING OF CONCRETE SURFACES (EPOXY-URETHANE) 518 CYPOROUS BACKFILL WITH GEOTEXTILE FABRIC 518 FT 518 FT SPECIAL 19 24 8 ESTIMATED QUANTITIES ABBREVIATIONS: TYP. - TYPICAL T/T - TOE TO TOE T.R. - TOWNSHIP ROUTE SY - SQUARE YARD STA. - STATION S.R. - STATE ROUTE SPA. - SPACES OR SPACING S.O. - SERIES OF SF - SQUARE FOOT RT. - RIGHT R.A. - REAR ABUTMENT P.E.J.F. - PREFORMED EXPANSION JOINT FILLER P.C.P.P. - PERFORATED CORRUGATED PLASTIC PIPE O/O - OUT TO OUT N.P.C.P.P. - NON-PERFORATED CORRUGATED PLASTIC PIPE NO./# - NUMBER MISC. - MISCELLANEOUS MIN. - MINIMUM MID. - MIDDLE MAX. - MAXIMUM LT. - LEFT I.R. - INTERSTATE ROUTE INV. - INVERT FT/FT - FOOT PER FOOT F.A. - FORWARD ABUTMENT F/F - FACE TO FACE EX. - EXISTING EQ. - EQUAL EL. - ELEVATION E.O.S. - EDGE OF SHOULDER E.O.P. - EDGE OF PAVEMENT CY - CUBIC YARD C.J. - CONSTRUCTION JOINT CONST. - CONSTRUCTION C.I.P. - CAST-IN-PLACE CF - CUBIC FOOT C/C - CENTER TO CENTER | - CENTERLINE BRGS. - BEARINGS BOT. - BOTTOM ASTM - AMERICAN SOCIETY OF TESTING AND MATERIALS ABUTS. - ABUTMENTS MARK NUMBER LENGTH TYPEDIMENSIONS A B C DTOTALREARFORWARD ABUTMENTS (LB) WEIGHT A401 4 8'-3"22 3 1'-9"2'-2" A501 16 15'-8"261 STR A502 15 10'-6"164 3 2'-7"2'-4" A503 2 10'-2"21 STR A504 11 7'-9"89 2 0'-10"2'-4"4'-10" A505 17 15'-4"272 2 7'-4"0'-11"7'-4" A801 4 15'-8"167 STR A802 4 11'-9"2 1'-0"10'-2"1'-0" A511 20 15'-8"327 STR A512 20 10'-0"212 6 0'-11"4'-0"0'-10" A513 11 4'-9"54 2 1'-6"2'-0"1'-6" A514 4 8'-9"37 1 5'-11"3'-0" A515 4 7'-10"33 1 5'-0"3'-0" A516 3 7'-10"25 3 2'-8"0'-11" A611 32 7'-4"352 2 1'-0"5'-8"1'-0" A612 2 11'-10"36 2 1'-0"10'-2"1'-0" 4 16 15 2 11 17 4 4 LBTOTAL =2198 A BBA CBA TYPE-1 TYPE-2 TYPE-3 AB TYPE-6 2198 45 PLATE AND STRUCTURAL SHAPES. STRENGTH FY = 50 KSI. SQUARE AND RECTANGULAR TUBING, AND ASTM A588, ASTM A606, OR ASTM A242 ENHANCED ATMOSPHERIC CORROSION RESISTANT ASTM A847 COLD-FORMED WELDED BRIDGE STEEL MEMBERS SHALL BE FABRICATED FROM HIGH STRENGTH, LOW ALLOY, ABUTMENT) ABUTMENT PILES (HP10x42): 2 PILES 30 FEET LONG, ORDER LENGTH (REAR ABUTMENT PILES. THE TOTAL FACTORED LOAD IS 89.3 KIPS PER PILE FOR THE REAR HAMMER SIZE TO ACHIEVE THE REQUIRED DEPTH TO BEDROCK AND REFUSAL. RECEIVING AT LEAST 20 BLOWS FROM THE PILE HAMMER. SELECT THE OBTAINED WHEN THE PILE PENETRATION IS AN INCH OR LESS AFTER DRIVE PILES TO REFUSAL ON BEDROCK. THE REFUSAL IS CONSIDERED TO BE 126 C C NOTED. 5. ALL REINFORCING STEEL CLEARANCES ARE 2" UNLESS OTHERWISE DIMENSIONS. 4. REFER TO C.M.S. SECTION 509.05 FOR STANDARD BEND 3. "STR" IN THE TYPE COLUMN INDICATES STRAIGHT BARS. 2. ALL REINFORCING STEEL SHALL BE EPOXY COATED. NOTED. R INDICATES INSIDE RADIUS, UNLESS OTHERWISE NOTED. BAR DIMENSIONS SHOWN ARE OUT TO OUT UNLESS OTHERWISE THE BAR SIZE NUMBER. FOR EXAMPLE, S501 IS A NO. 5 BAR. AND THE FIRST TWO DIGITS WHERE FOUR ARE USED, INDICATES MARK COLUMN. THE FIRST DIGIT WHERE THREE DIGITS ARE USED, 1. THE BAR SIZE NUMBER IS SPECIFIED ON THE PLANS IN THE BAR 20 20 11 4 4 3 32 2 STEEL H-PILES - ASTM A572, YIELD STRENGTH 50 KSI AND 8.0 KIPS VEHICLE 0.085 KIPS/SQ FT PEDESTRAIN LOADING LUMP LUMP LUMP 1 1 1 LUMP1 EXCEPT AS MODIFIED IN THESE PLANS. PEDESTRIAN BRIDGE, H TRUSS DESIGN. SECTION 513 OF ODOT'S 2019 CMS APPLIES ITEM SPECIAL - STRUCTURES, MISC.: 115' PRE-ENGINEERED HALF THROUGH TRUSS HANDRAILS, BEARINGS, AND DECK SHALL BE INCLUDED IN THE LUMP SUM BID FOR SUPPLYING, SHIPPING, AND ERECTION OF THE TRUSS BRIDGE, SAFETY RAILS, FOR THE DESIGN, FABRICATION, ANY MISCELLANEOUS PAINTING, POURING, ALL EQUIPMENT, LABOR, MATERIALS, AND OTHER PERTINENT COST NECESSARY APPROVES THE SUPPLIER 5 DAYS PRIOR TO BID. ENGINEER OR OWNER'S AGENT EVALUATES THE PROPOSED SUPPLIER AND SUPPLIERS OTHER THAN THOSE LISTED ABOVE MAY BE USED PROVIDED THE - CAMERON BRIDGE WORKS - ANDERSON BRIDGES - PIONEER BRIDGE - EXCEL BRIDGE - BIG R BRIDGE - WHEELER BRIDGE - CONTECH BRIDGE THE FOLLOWING BRIDGE MANUFACTURERS ARE QUALIFIED SUPPLIERS: BEEN IN SERVICE AT LEAST 3 YEARS. 5 SUCCESSFUL BRIDGE PROJECTS OF SIMILAR CONSTRUCTION. EACH OF WHICH HAS EXPERIENCE FABRICATING THESE TYPE OF STRUCTURES, AND PROVIDE A LIST OF QUALIFIED PRE-FABRICATORS MUST HAVE AT LEAST FIVE (5) YEARS OF BRIDGE, H TRUSS DESIGN STRUCTURES, MISC.: 115' PRE-ENGINEERED HALF THROUGH TRUSS PEDESTRIAN AS PER PLAN 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS,720.12, 4" PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIAL, 720.12 16 REINFORCING STEEL LIST 18517 FTRAILING, MISC.: STEEL PEDESTRIAN RAILING, MD-06 720.12, AS PER PLAN ITEM 518: 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, IN ACCORDANCE WITH ODOT STANDARD DRAWING DM-1.1. PER PLAN, FOR PAYMENT. THE PRECAST REINFORCED CONCRETE OUTLET SHALL BE 518 - 4" NON-PERFORATED CORRUGATED PIPE, INCLUDING SPECIALS, 720.12, AS REINFORCED CONCRETE OUTLET SHALL BE INCLUDED IN THE UNIT COST FOR ITEM IN ADDITIONS TO THE PIPE AND ALL SPECIALS, THE COST OF THE PRECAST PEDESTRIAN BRIDGE, H TRUSS DESIGN. ITEM SPECIAL - STRUCTURES, MISC.: 115' PRE-ENGINEERED HALF THROUGH TRUSS 39 42 NDATESTRUCTURE FILE NUMBERCHECKEDREVISEDDESIGNEDDRAWNREVIEWEDDESIGN AGENCYPID No.P:\6000_6100\6051180010_Riverside_Drive_East_SUP\ODOT\00000_RIVERSIDESUP\Design\Structure\Sheets\180010_SR001.dgn Sheet 5/6/2022 1:39:44 PM bswora Columbus, OH 43215580 North Fourth Street, Suite 610 OHM Advisors53 YSJJHJH 11/19REAR ABUTMENT DETAILS NONE19-011-CIP BLS RIVERSIDE DRIVE EAST SHARED-USE PATH - SEC. 116'-0" 4'-0"8'-0" PILE SPACING4'-0" 8'-0" SHARED USE PATH 1'-3"1'-5"2'-8"| SHARED USE PATH 4-A801 4-A802 2-A501 4-A501(E.F. IN BACKWALL)5-A501 @ 1'-1" A502 A401 6"1'-0"CLEAR3" 1'-4"1'-4" 2'-8" | ABUTMENT & HP10X42 A505 4" P.C.P.P. 1'-5"1'-3" WITH GEOTEXTILE FABRIC EL. = 811.08 EL. = 815.83 9"9"9"9"7-A502 @ 1'-1" = 6'-6" 4-A502 @ 1'-0" 4-A501 4-A801 4-A802 (IN ABUTMENT SEAT) (TYP. BOTH WINGS) 3-A505 @ EQ. SPA. (TYP.) 10" 4'-0"4'-0"8'-0" | HP10X42 (TYP.) EL. = 813.33 EL. = 815.83 EL. = 808.08 | SHARED USE PATH 0.01 4" N.P.C.P.P. (TYP.) ® ® - TOP OF SLOPE EL. 812.33 1'-0" { EL. 811.50 1'-0" 4" P.C.P.P. 4" N.P.C.P.P. END CAP A504 TOP OF SLOPE EL. = 812.33 3'-0"6"A502 4-A501 3'-0"A401 2-A501 4-A8016"6"(E.F. IN BACKWALL)5-A501 @ 1'-1" 1'-5"1'-3" EL. = 815.83 A505 REAR ABUTMENT PLAN REAR ABUTMENT ELEVATION3A3B3A SECTION A-A SECTION B-B 1'-4"1'-4" 2'-8" 2'-9"5'-3"5'-3"2'-9"BACKFILLPOROUS2'-0"** - SLOPE ABUTMENT SEAT „" PER FOOT BETWEEN BEARING AREAS FOR DRAINAGE STA. 3+00.00 BEGIN BRIDGE 1" GAPHP10X42 (TYP.) 6'-6" SLOPED SEAT C.J. 3'-0"C.J. C.J. A401 (TYP.)2'-0"2'-0"6"A501 E.F. LEGEND: E.F. - EACH FACE F.F. - FRONT FACE B.F. - BACK FACE LEVEL SEAT 2'-0" @ 1'-0" = 10'-0" 11-A504 (IN SEAT) & 11-A505 (IN BACKWALL) WITH VARMENT GUARD CONCRETE OUTLET PRECAST REINFORCED TOP OF SLOPE, VARIES 5-A501 @ 1'-1" E.F.4" P.C.P.P. 4" P.C.P.P. WITH GEOTEXTILE FABRIC EL. = 811.08 EL. = 813.33 (SEE NOTE 4) EL. = 808.08 EL. = 808.08 A503 F.F. 1'-0"NOTES: (EPOXY-URETHANE) SURFACES SEALING OF CONCRETE A503 F.F. SURFACES (EPOXY-URETHANE) SEALING OF CONCRETE C.J. C.J.C.J. #57 STONE 2'-0" #57 STONE 2'-0" ** - VERIFY DIMENSIONS WITH PRE-ENGINEERED BRIDGE SHOP DRAWINGS *** - ANCHOR BOLTS, 1'-0" MIN. EMBEDMENT (SEE NOTE 6) *****5"3'-2" 3'-2" MAX. 4"3'-10"4"B33'-2"5"MAX. (TYP)GAP 4"LEVEL SEAT 2'-0" 4-A502 @ 1'-0"1'-0"1'-0"CLEAR3" DRAWING MD-06 PER DUBLIN STANDARD STEEL PEDESTRIAN RAILING 1. HP10X42 PILE LOCATION: LEFT PILE: STA. 3+00.00, 4.0' LEFT RIGHT PILE: STA. 3+00.00, 4.0' RIGHT 2. HP10X42 PILE CUTOFF ELEVATION = 810.08. ESTIMATED LENGTH = 25' 3. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED ƒ", EXCEPT THE EDGE NEXT TO THE PEDESTRIAN BRIDGE DECK. 4. BRIDGE SEAT ELEVATION MAY VARY DEPENDING ON THE SUPERSTRUCTURE FABRICATOR. MODIFICATION TO THE ABUTMENT SEAT, REINFORCING STEEL LENGTH AND ANCHOR BOLT SPACING SHALL BE CONSIDERED INCIDENTAL TO ITEM SPECIAL - STRUCTURES, MISC.: 115' PRE-ENGINEERED HALF THROUGH TRUSS PEDESTRIAN BRIDGE, H TRUSS DESIGN. 5. BEARING BASE PLATE AND SETTING PLATE SHALL BE DETERMINED BY BRIDGE FABRICATOR. ALL PLATES AND BEARING DEVICES SHALL BE INCLUDED WITH ITEM SPECIAL - STRUCTURES, MISC.: 115' PRE-ENGINEERED HALF THROUGH TRUSS PEDESTRIAN BRIDGE, H TRUSS DESIGN. 6. ANCHOR BOLTS SHALL BE 1" DIA. STAINLESS STEEL ANCHOR BOLTS WITH (2) NUTS AND (1) O.D. WASHER EACH. BOTH NUTS TIGHT AT FIXED END ONLY. TOP NUT TIGHT, BOTTOM NUT FINGER TIGHT AT EXPANSION END. ANCHOR BOLTS, NUTS, AND WASHERS SHALL BE INCLUDED WITH ITEM SPECIAL - STRUCTURES, MISC.: 115' PRE-ENGINEERED HALF THROUGH TRUSS PEDESTRIAN BRIDGE, H TRUSS DESIGN. 7. REBAR CLEARANCE MEASURED FROM THE BOTTOM OF THE FOOTING SHALL BE 3" MINIMUM. ALL OTHER REBAR CLEARANCE MEASURED TO THE CONCRETE SURFACE SHALL BE 2" UNLESS NOTED OTHERWISE. 8. SEE SHEET 2/5 FOR REINFORCING STEEL LIST. 40 42 | ABUTMENT & HP10X42 TRUSS BRIDGE PRE-ENGINEERED TRUSS BEARING (SEE NOTE 5) N DATESTRUCTURE FILE NUMBERCHECKEDREVISEDDESIGNEDDRAWNREVIEWEDDESIGN AGENCYPID No.P:\6000_6100\6051180010_Riverside_Drive_East_SUP\ODOT\00000_RIVERSIDESUP\Design\Structure\Sheets\180010_SF001.dgn Sheet 5/6/2022 1:39:43 PM bswora Columbus, OH 43215580 North Fourth Street, Suite 610 OHM Advisors54 YSJJHJH 11/19 19-011-CIPNONE BLSFORWARD ABUTMENT DETAILS RIVERSIDE DRIVE EAST SHARED-USE PATH - SEC. 12'-9"5'-3"5'-3"2'-9"1'-5"| SHARED USE PATH 2'-3"1'-3"2'-6"POROUS2'-0"BACKFILL| SHARED USE PATH 16'-0"5'-0"1'-3"1" GAPSTA. 4+15.00 END BRIDGE * - SLOPE ABUTMENT SEAT „" PER FOOT BETWEEN BEARING AREAS FOR DRAINAGE FORWARD ABUTMENT PLAN ® - TOP OF SLOPE EL. 817.64 FORWARD ABUTMENT ELEVATION SECTION C-C A611 6-A511 EL. = 817.89 EL. = 816.39 6-A511 A512 A513 2'-3" 6'-0" 6-A511 EL. = 817.89 EL. = 816.39 6-A511 A611 A512 2'-3"2'-6"1'-3" 16-A611 @ 1'-0•" = 15'-8" (TOP & BOT.) 6-A511 EL. = 816.39 EL. = 817.89 10" 10" SECTION D-D @EQ. SPA. 3-A512 @EQ. SPA. 3-A51611" EL. = 817.89 2'-6"5'-0"1'-3"C4D4C46'-0"E4E4VIEW E-E (RIGHT WINGWALL) 2'-9"6'-0" ® TOP OF SLOPE EL. = 817.64 6" MIN. 6" MIN. NOTES:6"(RELEVANT RIGHT WINGWALL BARS SHOWN ONLY) @ EQ. SPA. 3-A512 @ EQ. SPA. 3-A512 @ 1'-0" = 10'-0" 11-A513 (IN SEAT) & 11-A512 (IN BACKWALL) EL. = 816.391'-6"3'-0"2-A612 (IN ABUTMENT SEAT) A612 SURFACES (EPOXY-URETHANE) SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) SEALING OF CONCRETE TOP OF SLOPE, VARIES (AT CORNER & IN WINGWALL) 4-A515 @ EQ. SPA., B.F. 4-A514 @ EQ. SPA., F.F. (AT CORNER & IN WINGWALL) 4-A515 @ EQ. SPA., B.F. 4-A514 @ EQ. SPA., F.F. E4E4 1'-0"(SEE NOTE 4 ON SHEET 3/5 ) EL. = 818.39 OPTIONAL C.J. OPTIONAL C.J. OPTIONAL C.J. C.J. C.J. C.J. OPTIONAL C.J. C.J.C.J. FABRIC WITH GEOTEXTILE 2'-0" #57 STONE WITH GEOTEXTILE 2'-0" #57 STONE FABRIC ** - VERIFY DIMENSIONS WITH PRE-ENGINEERED BRIDGE SHOP DRAWINGS *** - ANCHOR BOLTS, 1'-0" MIN. EMBEDMENT (SEE NOTE 6 ON SHEET 3/5 ) 1'-1"1'-5"1'-3" *** EL. 816.9` TOP OF ROCK EL. 816.9` TOP OF ROCK **LEGEND: E.F. - EACH FACE F.F. - FRONT FACE B.F. - BACK FACE SURFACES (EPOXY-URETHANE) SEALING OF CONCRETE 5'-0"1'-0" MAX. 4"4"3'-10"3'-2"3'-10"MAX. 4"4"4"3'-2"1'-0"5'-0"1. THE TOP OF ROCK ELEVATION SHOWN IS BASED ON THE DRILLED TOP OF ROCK ELEVATION OF BORING HOLE B-002-0-19 (4+17.00, 11' LEFT) NEAR THE PROPOSED FORWARD ABUTMENT. THUS, THE TOP OF ROCK ELEVATION PROVIDED FOR THE ABUTMENT FOOTING IS JUST AN ESTIMATE. 2. FOOTING BOTTOM OF THE PROPOSED FORWARD ABUTMENT SHALL BE KEYED IN AT LEAST 6 INCHES INTO THE UNDERLYING BEDROCK AS PER CMS 503.05. ANY LOOSE ROCK SHOULD BE REMOVED FROM BELOW THE FOUNDATION PRIOR TO POURING CONCRETE. 3. THE ELEVATION OF THE PROPOSED FORWARD ABUTMENT FOOTING BOTTOM SHALL BE AT THE ELEVATION SPECIFIED OR TO THE SPECIFIED KEYING DEPTH IN NOTE 2, WHICHEVER IS LOWER. 4. SEE ADDITIONAL NOTES ON SHEET 3/5 . 5. SEE CITY OF DUBLIN STANDARD DRAWING MD-06, DECORATIVE FENCING, FOR DETAILED RAILING DIMENSIONS, SPECIFICATIONS AND NOTES. ALL COSTS ASSOCIATED WITH FABRICATION AND INSTALLATION OF THE RAILING SHALL BE INCLUDED WITH BID ITEM 517 RAILING, MISC.: STEEL PEDESTRIAN RAILING, MD-06, FOR PAYMENT. MD-06 (SEE NOTE NOTE 5) STEEL PEDESTRIAN RAILING, MD-06 (SEE NOTE NOTE 5) STEEL PEDESTRIAN RAILING, MD-06 (SEE NOTE NOTE 5) STEEL PEDESTRIAN RAILING, 5"D4MAX. (TYP)GAP 4"3'-2"5" 41 42 8'-0" SHARED USE PATH*LEVEL 2'-0" LEVEL 2'-0" EL. = 820.89 4-A511 @ EQ. SPA. E.F. 4-A511 @ EQ. SPA. E.F. EL. = 820.89 EL. = 820.89 4-A511 @ EQ. SPA. E.F. EL. = 820.89 6'-6" SLOPED SEAT TRUSS BRIDGE PRE-ENGINEERED (SEE NOTE 5 ON SHEET 3/5 ) TRUSS BEARING DATESTRUCTURE FILE NUMBERCHECKEDREVISEDDESIGNEDDRAWNREVIEWEDDESIGN AGENCYPID No.P:\6000_6100\6051180010_Riverside_Drive_East_SUP\ODOT\00000_RIVERSIDESUP\Design\Structure\Sheets\180010_SS001.dgn Sheet 5/6/2022 1:39:43 PM bswora Columbus, OH 43215580 North Fourth Street, Suite 610 OHM Advisors55 YSJJHJH BRIDGE ELEVATION AND TRANSVERSE SECTION 19-011-CIPNONE 11/19BLS RIVERSIDE DRIVE EAST SHARED-USE PATH - SEC. 1115'-0" BRIDGE LENGTH 115'-2" BACKWALL TO BACKWALL BRIDGE ELEVATION BRIDGE TRANSVERSE SECTION STRINGER (TYP.) FLOOR BEAM BRACE DIAGONAL 4'-0"4'-0" 8'-0" | SHARED USE PATH BOTTOM CHORD (TYP.) TOP CHORD (TYP.) DIAGONAL (TYP.) PLANK SUPPORT (TYP.) PLANK HOLDDOWN (TYP.)2'-0"VERTICAL (TYP.) TOP CHORD BOTTOM CHORD DIAGONAL (TYP.)STRINGER DECK (LEVEL) 2" DURABLE IRONWOOD BEGIN BRIDGESTA. 3+00.00END BRIDGESTA. 4+15.00REAR ABUTMENT FORWARD ABUTMENT 3'-0"HANDRAIL (WITH CAP ENDS) (TYP.) (COLOR LIGHT BEIGE, FED#17855) 1‚" SCH 40 GALVANIZED AND PAINTED FLOOR BEAM (TYP.) SAFETY RAIL (TUBING ONLY, TYP.) TOE RAIL (TUBING ONLY, TYP.) (TUBING ONLY, TYP.) PICKETS WITH 4" MAX. GAPS DECK (LEVEL) 2" DURABLE IRONWOODS (LEVEL) PROFILE GRADE 4'-9"`TO TOP OF DECK OR BOTTOM CHORD,2" FROM BOTTOM OF TOE RAILWHICHEVER IS HIGHER6'-9"`** CONTRACTOR TO VERIFY DIMENSIONS WITH PRE-ENGINEERED BRIDGE MANUFACTURER. CONTRACTOR SHALL ADJUST BEAM SEAT ELEVATION AND GAP DIMENSIONS AS NECESSARY TO ACCOMMODATE PRE-ENGINEERED BRIDGE IF DIFFERENT THAN SHOWN. 42 42 NOT TO SCALEDRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALEGENERAL NOTESGENERAL CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, 2018 EDITION, AND ANY SUPPLEMENTS THERETO, ALONG WITH CITY OF DUBLIN GENERAL CONDITIONS, DIVISION 100 SHALL GOVERN CONSTRUCTION ITEMS UNLESS OTHERWISE NOTED. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEM NUMBERS UNLESS OTHERWISE NOTED. THE CONTRACTOR INTENDING TO SUBMIT A BID FOR THIS PROJECT SHALL BE PRE-QUALIFIED WITH THE OHIO DEPARTMENT OF TRANSPORTATION IN ACCORDANCE WITH SECTION 102 OF THE ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS, AND CHAPTER 5525 OF THE OHIO REVISED CODE CONCERNING CONSTRUCTION CONTRACTS. ALL ITEMS OF WORK CALLED OUT FOR ON THE PLANS FOR WHICH NO SPECIFIC METHOD OF PAYMENT IS PROVIDED SHALL BE PERFORMED BY THE CONTRACTOR WITH THE COST TO BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS RELATED ITEMS. IT IS THE INTENTION OF THE CONTRACT DOCUMENTS TO PROVIDE AND REQUIRE A COMPLETED PROJECT READY FOR OPERATION. ANY WORK ITEMS OMITTED FROM THE CONTRACT DOCUMENTS WHICH ARE CLEARLY NECESSARY FOR COMPLETION OF THE WORK AND ITS APPURTENANCES SHALL BE CONSIDERED A PART OF SUCH WORK, THOUGH NOT DIRECTLY SPECIFIED OR CALLED FOR IN THE CONTRACT DOCUMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, SUCH INCIDENTAL ITEMS AS SAW CUTTING AND REMOVAL AND/OR RELOCATION OF SIGNS, SPRINKLERS, OR OTHER MISCELLANEOUS ITEMS. THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED HEREIN. THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE WORK SITE, OR FOR FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING IN WRITING AT LEAST 3 DAYS PRIOR TO BEGINNING CONSTRUCTION. THE CITY IS RESPONSIBLE FOR OBTAINING AND PROVIDING TO THE CONTRACTOR ALL NECESSARY PERMITS. ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN. FOLLOWING COMPLETION OF CONSTRUCTION, A PROOF SURVEY SHALL BE PROVIDED BY THE CONTRACTOR TO THE DIVISION OF ENGINEERING THAT DOCUMENTS "AS-BUILT" ELEVATIONS, DIMENSIONS, SLOPES, AND ALIGNMENTS OF ALL PUBLIC UTILITIES (SANITARY, STORM, WATER) COMPLETED AS PART OF THIS PROJECT. THE PROOF SURVEY SHALL BE PREPARED, SIGNED, AND SUBMITTED BY AN OHIO PROFESSIONAL ENGINEER OR PROFESSIONAL SURVEYOR. THE CONTRACTOR SHALL REVISE THE ORIGINAL PDF IN RED INK, TO THE SATISFACTION OF THE CITY, SHOWING ALL CHANGES IN THE WORK. THE COST OF THE PROOF SURVEY, INCLUDING PDF REVISIONS, WILL BE PAID AT THE LUMP SUM PRICE BID FOR ITEM SPECIAL - PROOF SURVEY. THE FOLLOWING ESTIMATED QUANTITY HAS BEEN CARRIED TO THE GENERAL SUMMARY. ITEM SPEC - PROOF SURVEY 1 LUMP THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT-OF-WAY AND AREAS DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS, UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS, REFERENCE POINTS, STAKES, AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS. IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED BY AN OHIO PROFESSIONAL SURVEYOR AS APPROVED BY THE CITY ENGINEER. PROPERTY BOUNDARIES, INCLUDING PROPERTY LINES AND ROAD RIGHT-OF-WAY, ARE SHOWN FROM THE BEST INFORMATION AVAILABLE AND ARE NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINISHED WORK CONFORMING TO THE LINES, GRADES, ELEVATIONS, AND DIMENSIONS CALLED FOR ON THE DRAWINGS AND TYPICAL SECTIONS. PAYMENT FOR CONSTRUCTION LAYOUT SHALL BE MADE AT THE LUMP SUM PRICE BID FOR ITEM 623 - CONSTRUCTION LAYOUT STAKES. THE FOLLOWING ESTIMATED QUANTITY HAS BEEN CARRIED TO THE GENERAL SUMMARY. ITEM 623 - CONSTRUCTION LAYOUT STAKES 1 LUMP SUBSURFACE INVESTIGATIONS WERE PERFORMED FOR DESIGN AND ESTIMATING PURPOSES AND ARE PROVIDED IN THE BIDDING DOCUMENTS. LOGS AND TESTS ARE NOT WARRANTED TO SHOW THE ACTUAL SUBSURFACE CONDITIONS. THE CONTRACTOR SHALL EXAMINE THIS INFORMATION AND OBTAIN ADDITIONAL INFORMATION AT HIS OWN EXPENSE, IF NECESSARY, IN HIS JUDGMENT. 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. ALL NON-PAVEMENT AREAS DISTURBED WITHIN THE DESIGNATED EASEMENTS, RIGHTS-OF-WAY, AND LIMITS OF DISTURBANCE AS SHOWN, SHALL BE SEEDED AND STRAWED IN ACCORDANCE WITH ITEM 659 - SEEDING AND MULCHING, AS PER PLAN. ALL AREAS DISTURBED OUTSIDE THESE LIMITS SHALL BE SEEDED AND STRAWED AT THE CONTRACTOR'S EXPENSE. TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY A CERTIFIED ARBORIST. AT THE COMPLETION OF THE PROJECT, THE ARBORIST IS TO RETURN AND TRIM ANY BROKEN BRANCHES AS NEEDED. TRACKING OR SPILLING MUD, DIRT, OR DEBRIS UPON STREETS, RESIDENTIAL OR COMMERCIAL DRIVES, SIDEWALKS, OR BIKE PATHS IS PROHIBITED ACCORDING TO SECTION 97.38 OF THE DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCE SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE CITY. IF THE CONTRACTOR FAILS TO REMOVE SAID MUD, DIRT, DEBRIS, OR SPILLAGE, THE CITY RESERVES THE RIGHT TO REMOVE THESE MATERIALS AND CLEAN AFFECTED AREAS, THE COST OF WHICH SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL SIGNS, LANDSCAPING, STRUCTURES, OR OTHER APPURTENANCES WITHIN RIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED OR REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEM AS DIRECTED BY THE CITY ENGINEER. THE COST OF THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 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 INCLUDE ENGRAVED LETTERING: “DUMP NO WASTE; DRAINS TO RIVER.” 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. UNLESS INDICATED OTHERWISE ON THE PLAN DETAILS, BACKFILL WITHIN A 1:1 INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES, ETC.) OR PUBLIC INFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, SHARED USE PATHS, ETC.) SHALL BE ITEM 304 COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS OR LOW STRENGTH MORTAR BACKFILL, TYPE 2 ACCORDING TO ITEM 613. ITEM 911 OF THE STANDARD SPECIFICATIONS SHALL BE USED ELSEWHERE. 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. DRAINAGE THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO MAINTAIN AT ALL TIMES STORM SEWER, DRAIN, AND DITCH FLOWS THROUGH EXISTING FACILITIES TO REMAIN IN PLACE AND THROUGH EXISTING FACILITIES TO BE REPLACED UNTIL NEW FACILITIES ARE COMPLETED AND PUT INTO SERVICE. THE FLOW OF ALL STORM SEWER, DRAINS, AND OTHER WATERCOURSES ENCOUNTERED AND DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO A CONDITION SATISFACTORY TO THE CITY ENGINEER. PAYMENT FOR THIS SHALL BE INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF THE CONTRACT. WHERE THE WORK CALLS FOR RELOCATION OF EXISTING DITCHES OR STORM SEWER, THE CONTRACTOR SHALL REESTABLISH THE OUTLETS OF ALL PRIVATE DRAINS ENCOUNTERED; SUCH AS DOWNSPOUTS, FOUNDATION DRAINS, CATCH BASINS, YARD DRAINS, ETC., INTO THE NEAREST NEW DITCH OR STORM SEWER AS APPROVED BY THE ENGINEER. THE COST FOR REESTABLISHING PRIVATE DRAIN OUTLETS SHALL BE INCLUDED IN THE VARIOUS STORM SEWER ITEMS. EXISTING STORM SEWER LOCATED WITHIN THE WORK LIMITS THAT IS TO REMAIN IN SERVICE HAS BEEN MARKED ON THE PLANS "TO REMAIN' OR 'DO NOT DISTURB". THE CONTRACTOR SHALL PROTECT THESE SEWERS AND THEIR ASSOCIATED STRUCTURES FROM DAMAGE DURING CONSTRUCTION. ALL OTHER EXISTING STORM SEWER PIPE, CATCH BASINS, AND INLETS LOCATED WITH IN THE CONSTRUCTION LIMITS NOT DESIGNATED TO REMAIN SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH THE APPLICABLE ITEM 202. EXISTING HEADWALLS SHALL BE REMOVED AND DISPOSED OF AS INDICATED WITH NO SEPARATE PAYMENT. ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OF MANUFACTURER. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED OR HAVE SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN PERFORMED BY THE CITY OF COLUMBUS. PRECAST CONCRETE PRODUCTS WITHOUT PROOF OF INSPECTION SHALL NOT BE APPROVED FOR INSTALLATION. THE COST OF INSPECTION SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS RELATED ITEMS. REVIEW OF DRAINAGE FACILITIES WHERE PLANS CALL FOR CONDUIT TO BE CONNECTED TO, OR CROSS OVER OR UNDER AN EXISTING SEWER OR UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES OR UTILITIES FOR BOTH LINE AND GRADE PRIOR TO START OF PIPE LAYING. CROSSINGS AND CONNECTIONS TO EXISTING PIPES AND UTILITIES WHERE PLANS CALL FOR CONDUIT TO BE CONNECTED TO, OR CROSS OVER OR UNDER AN EXISTING SEWER OR UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES OR UTILITIES FOR BOTH LINE AND GRADE PRIOR TO START OF PIPE LAYING. IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONDUIT OR EXISTING APPURTENANCE TO BE CONNECTED DIFFERS FROM THE PLAN ELEVATION, THE CITY ENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED CONDUIT WHICH WILL BE AFFECTED BY THE VARIANCE IN THE EXISTING ELEVATIONS. IF IT IS DETERMINED THAT A PROPOSED CONDUIT WILL CONFLICT WITH AN EXISTING SEWER OR UNDERGROUND UTILITY WHEN CONSTRUCTED AS SHOWN ON THE PLAN, THE CITY ENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION ON ANY PORTION OF THE PROPOSED CONDUIT WHICH WOULD BE AFFECTED BY THE CONFLICT. PAYMENT FOR DETERMINATION OF LINE AND GRADE OF EXISTING UTILITIES AS REQUIRED SHALL BE INCLUDED IN THE CONTRACT PRICE FOR THE PERTINENT CONTRACT ITEMS. ITEM 201 - CLEARING AND GRUBBING ALL TREES AND STUMPS SPECIFICALLY MARKED FOR REMOVAL WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT SHALL BE REMOVED UNDER PROJECT NO. 19-011-CIP. TREES WITH TRUNK DIAMETERS 12 INCHES AND LESS SHALL BE CONSIDERED BRUSH AND THEIR REMOVAL PAID UNDER ITEM 201 - CLEARING AND GRUBBING. ITEM 653 - 4" TOPSOIL FURNISHED AND PLACED, AS PER PLAN A MINIMUM 4 INCHES OF TOPSOIL SHALL BE PLACED IN ALL AREAS TO BE SEEDED. PRIOR TO PLACING TOPSOIL IN CUT AREAS, THE EARTH SHALL BE EXCAVATED TO A DEPTH SUFFICIENT TO PLACE 4 INCHES OF TOPSOIL. THE COST OF EXCAVATION AND DISPOSAL OF SURPLUS MATERIALS WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE VARIOUS CONTRACT ITEMS. TOPSOIL SHALL BE REMOVED AND WASTED OR UTILIZED IN NON-LOAD BEARING FILLS IN ACCORDANCE WITH THE SPECIFICATIONS. NO EXTRA COMPENSATION SHALL BE PAID FOR THE REMOVAL OF EXCESS TOPSOIL AS REQUIRED TO OBTAIN A SUITABLE SUBGRADE. PAYMENT FOR TOPSOIL REMOVAL IS INCLUDED IN ITEM 203 - EXCAVATION, AS PER PLAN. ALL TOPSOIL MATERIALS AND FINAL AREA OF SUBGRADE PREPARATION SHALL BE FREE FROM ROCK AND OTHER FOREIGN MATERIAL OF 1/2" OR GREATER IN ANY DIMENSION. TOPSOIL REMOVED ON SITE CAN BE REUSED FOR ITEM 653 - TOPSOIL FURNISHED AND PLACED, AS PER PLAN, IF SUITABLE AS APPROVED BY THE ENGINEER. UTILITIES THE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THIS PROJECT: CITY OF DUBLIN AT&T LNS & CORE DIVISION OF ENGINEERING ATTN: BILL HARKNESS ATTN: KEN RICHARDSON, PE, PS 5980 - G WILCOX PLACE 6555 SHIER RINGS ROAD DUBLIN, OHIO 43016 DUBLIN, OHIO 43016 OFFICE: (614) 760-8320 ATTN: (614) 410-4631 CELL: (770) 316-5309 DUBLINK CENTURY LINK/LUMEN ATTN: JOE TEPPER RELOCATIONS@LUMEN.COM MATT BLACKSTONE 250 W. OLD WILSON BRIDGE, STE 130 C/O TEAM FISHEL WORTHINGTON, OHIO 43085 1600 WALCUTT RD COLUMBUS, OHIO 43228 JOE OFFICE (614) 921-8620 MATT OFFICE (614) 921-8524 MATT CELL: (614) 395-9701 FAX: (614) 850-7170 AEP OHIO FRONTIER COMMUNICATIONS AERIAL DISTRIBUTION ATTN: ROBERT CHANDLER ATTN: PAUL PAXTON 19 EAST CENTRAL AVE 777 HOPEWELL DRIVE DELAWARE, OHIO 43015 HEATH, OHIO 43056 OFFICE: (740) 369-0826 OFFICE: (740) 348-5322 AEP OHIO CHARTER COMMUNICATIONS UNDERGROUND DISTRIBUTION ATTN: SAM LUTZ ATTN: PAT FEENEY 3760 INTERCHANGE RD 700 MORRISON RD - 3RD FLOOR COLUMBUS, OHIO 43204 GAHANNA, OHIO 43230 OFFICE: (614) 481-5047 OFFICE: (614) 883-6873 AEP OHIO WOW INTERNET CABLE & PHONE AERIAL TRANSMISSION ATTN: ROGER SISLER ATTN: MICHAEL CARR 3675 CORPORATE DR 8600 SMITHS MILL ROAD COLUMBUS, OHIO 43231 NEW ALBANY, OHIO 43054 DL_CMHFR@ATLANTICBB.COM OFFICE: (380) 205-5072 MFREY@ATLANDICBB.COM COLUMBIA GAS AT&T ATTN: ROB CALDWELL ATTN: DONALD MARSHALL 3550 JOHNNY APPLESEED CT 111 NORTH 4TH ST COLUMBUS, OHIO 43231 COLUMBUS, OHIO 43215 OFFICE: (614) 818-2104 CELL: (614) 216-2396 CELL: (614) 370-1906 DM619W@ATT.COM RCALDWELL@NISOURCE.COM 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 BEFORE START OF CONSTRUCTION. THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUND UTILITY. THE CITY OF DUBLIN, CITY ENGINEER, AND THE DESIGN PROFESSIONAL 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. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE PROXIMITY OF EXISTING AND/OR RELOCATED UTILITY FACILITIES. COSTS TO EXPOSE CONDUIT SHALL BE INCLUDED IN THE ITEMS OF WORK AFFECTED. THE CONTRACTOR IS REMINDED TO KEEP THEIR OUPS TICKET UPDATED ACCORDING TO INDUSTRY PRACTICES. EROSION AND SEDIMENT CONTROL A SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL IF A SEDIMENT 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 CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, AND THE CITY ENGINEER. 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 COPIES OF PERMITS OBTAINED FROM DUBLIN AND COLUMBUS TO THE WASHINGTON TWP 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 DUBLIN AND HAS PAID ALL COSTS ARISING FROM THE USE OF THE FIRE HYDRANTS. AERIAL UTILITY COORDINATION THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING NEAR THE EXISTING OVERHEAD UTILITY LINES. CONTRACTOR SHALL CONTACT AND COORDINATE DIRECTLY WITH THE UTILITY COMPANIES DIRECTED AS NEEDED DURING CONSTRUCTION AND SHALL MAINTAIN APPROPRIATE OSHA AND NESC CLEARANCES, INCLUDING AND NECESSARY ENGINEERING CONTROLS. ROUNDING THE ROUNDING AT SLOPE BREAKPOINTS SHOWN ON THE TYPICAL SECTIONS APPLIES TO ALL CROSS-SECTIONS EVEN THOUGH OTHERWISE SHOWN. WORK LIMITS THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY. PROVIDE THE INSTALLATION AND OPERATION OF ALL WORK ZONE TRAFFIC CONTROL AND WORK ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS WHETHER INSIDE OR OUTSIDE THESE WORK LIMITS. WORKING HOURS THE CONTRACTOR IS PERMITTED TO WORK BETWEEN 7:00 AM AND 7:00 PM, MONDAY THROUGH SATURDAY. ANY WORK WHICH REQUIRES A LANE RESTRICTION WILL BE IN ACCORDANCE WITH ITEM 614 - MAINTENANCE OF TRAFFIC, AS PER PLAN. PERMISSION TO WORK ON SUNDAYS AND HOLIDAYS MUST BE REQUESTED IN WRITING AND APPROVED BY THE CITY ENGINEER. CONSTRUCTION NOISE THE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED SO AS TO ELIMINATE ALL UNNECESSARY NOISE, DUST, AND ODORS. THE USE OF OIL OR OTHER MATERIALS FOR DUST CONTROL, WHICH MAY CAUSE TRACKING, IS PROHIBITED. CONTINGENCY QUANTITIES THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK SHOWN, LABELED, OR LISTED AS 'CONTINGENCY' OR REFERENCED BY PLAN NOTE TO BE USED 'AS DIRECTED BY THE ENGINEER,' UNLESS AUTHORIZED BY THE ENGINEER, OR A REPRESENTATIVE OF THE CITY OF DUBLIN. PAVEMENT PAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES TO THE FULL DEPTH OF PAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER. BUTT JOINTS BETWEEN EXISTING AND NEW PAVEMENT SHALL BE MADE IN ACCORDANCE WITH ODOT STD. CONSTRUCTION DWG BP-3.1. THE CONTRACTOR SHALL NOT USE ANY RECLAIMED MATERIALS IN ITEM 304 AGGREGATE BASE. 2 24 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CTTL000.dwg, 5/20/2022 12:56:02 PM, mcouvreur NOT TO SCALEDRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALEGENERAL NOTESTREE PRESERVATION AND SITE CLEARING ALL TREES WITHIN THE CONSTRUCTION AREA NOT DESIGNATED FOR REMOVAL, WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE PRESERVED WITHOUT DAMAGE. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH VISIBILITY TREE PROTECTION FENCING PRIOR TO CONSTRUCTION. THE CITY RESERVES THE RIGHT TO DIRECT THE CONTRACTOR TO INSTALL ADDITIONAL FENCING IN AREAS WHERE TREES COULD BE DAMAGED DURING CONSTRUCTION. SUBGRADE THE CONTRACTOR SHALL DEFINE THE LIMITS OF ANY WEAK SOILS ENCOUNTERED BY PROOF ROLLING. WHERE SOFT SUBGRADE IS ENCOUNTERED IN CUTS, DUE TO NO FAULT OF THE CONTRACTOR, AND SATISFACTORY COMPACTION CANNOT BE OBTAINED, THE UNSTABLE MATERIAL SHALL BE REMOVED AND REPLACED PER CMSC 204.04. THE FOLLOWING QUANTITIES HAVE BEEN INCLUDED AS AN ALLOWANCE FOR BIDDING PURPOSES. ITEM 204 - EXCAVATION OF SUBGRADE 50 CY ITEM 204 - GRANULAR EMBANKMENT, NO. 2 STONE 50 CY ITEM 204 - PROOF ROLLING THE FOLLOWING QUANTITY IS PROVIDED TO ADDRESS LOCATIONS REQUIRING PROOF ROLLING. ITEM 204 - PROOF ROLLING 1 HR ITEM 659 - SEEDING AND MULCHING, AS PER PLAN GRASS SEED MUST BE FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH THE A.O.S.A. "JOURNAL OF SEED TECHNOLOGY" RULES FOR TESTING SEEDS FOR PURITY AND GERMINATION TOLERANCES. SEED SPECIES SHALL BE AS FOLLOWS, WITH NOT LESS THAN 90 PERCENT GERMINATION, NOT LESS THAN 98 PERCENT PURE SEED, AND NOT MORE THAN 0.5 PERCENT WEED SEED. CLASS I, TURFGRASS SEED MIX PROPORTIONED BY WEIGHT: A.50 PERCENT KENTUCKY BLUE GRASS (POA PRATENSIS). B.50 PERCENT PERENNIAL RYEGRASS (LOLIUM PERENNE). THE FOLLOWING QUANTITIES ARE PROVIDED TO PROMOTE GROWTH AND CARE OF PERMANENT SEEDED AREAS: ITEM 653 - TOPSOIL FURNISHED AND PLACED (T=4")302 CY ITEM 659 - SEEDING AND MULCHING, AS PER PLAN 2,717 SY ITEM 659 - COMMERCIAL FERTILIZER 0.37 TON ITEM 659 - WATER 7 MGAL SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOIL WITHIN THE CONSTRUCTION LIMITS. QUANTITY CALCULATIONS FOR SEEDING AND MULCHING ARE BASED ON THESE LIMITS AND WERE DERIVED FROM CADD AREAS. ITEM SPECIAL - 3" WATER SERVICE SLEEVE, AS PER PLAN THE INSTALLATION OF A 3" PVC SCHEDULE 80 CONDUIT, END CAPS, CLEANOUTS, PLUGS, FRAMES, COVERS, AND CONCRETE IS INCLUDED WITHIN ITEM SPECIAL - 3" WATER SERVICE SLEEVE, AS PER PLAN QUANTITIES FOR PAYMENT. MAIL DELIVERY THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERY WITHIN THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS. THIS RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARY LOCATION THAT WILL ALLOW THE 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. ROCK EXCAVATION SUBSURFACE INVESTIGATIONS WERE PERFORMED AND THE DATA IS PROVIDED IN THE BIDDING DOCUMENTS. LOGS, TEST DATA, AND INTERPOLATIONS ARE NOT WARRANTED TO REFLECT ACTUAL SUBSURFACE CONDITIONS. THE CONTRACTOR SHALL EXAMINE THE AVAILABLE INFORMATION AND OBTAIN ADDITIONAL INFORMATION IF NECESSARY, IN HIS JUDGEMENT FOR ESTIMATING, BIDDING, AND CONSTRUCTION PURPOSES. ROCK EXCAVATED IN UTILITY TRENCHES FOR WATER, SANITARY SEWER, STORM SEWER, AND ANY UTILITY RELATED STRUCTURES SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE ASSOCIATED UTILITY ITEM AND WILL NOT BE PAID SEPARATELY. STORM SEWER GRANULAR BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL ACCORDING TO ITEM 912 OF THE STANDARD SPECIFICATIONS OR LOW STRENGTH MORTAR BACKFILL ACCORDING TO ITEM 613, TYPE 2 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. 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 INCLUDE ENGRAVED LETTERING: “DUMP NO WASTE; DRAINS TO RIVER.” CITY OF COLUMBUS GENERAL NOTES (WATER) 1.THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, 2018 EDITION AND ALL REVISIONS, INCLUDING ALL SUPPLEMENTS THERETO, SHALL GOVERN ALL CONSTRUCTION ITEMS THAT ARE A PART OF THIS PLAN, UNLESS OTHERWISE NOTED. 2.ALL WATER MAIN MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CURRENT RULES AND REGULATIONS OF THE CITY OF COLUMBUS, DIVISION OF WATER. ALL CITY OF COLUMBUS, DIVISION OF WATER STANDARD DRAWINGS SHALL APPLY TO THE PROJECT, UNLESS OTHERWISE NOTED. 3.FOR ANY EMERGENCIES INVOLVING THE WATER DISTRIBUTION SYSTEM, PLEASE CONTACT THE DIVISION OF WATER DISTRIBUTION MAINTENANCE OFFICE AT 614-645-7788. 4.ALL BRASS FITTINGS ASSOCIATED WITH WATER WORK, INCLUDING REPAIRS TO THE EXISTING SYSTEM SHALL, SHALL CONFORM TO THE REVISED ALLOWABLE LEAD EXTRACTION LIMIT PER THE UPDATED NSF/ANSI 61 STANDARD. THE DIVISION OF WATER'S APPROVED MATERIALS LIST HAS BEEN UPDATED TO REFLECT THIS REQUIREMENT. 5.IT SHALL BE UNLAWFUL FOR ANY PERSON TO PERFORM ANY WORK ON CITY OF COLUMBUS WATER MAIN SYSTEMS WITHOUT FIRST SECURING LICENSE TO ENGAGE IN SUCH WORK, AS INDICATED IN COLUMBUS CITY CODE SECTION 1103.02 AND 1103.06. THIS WORK INCLUDES ANY ATTACHMENTS, ADDITIONS TO OR ALTERATIONS IN ANY CITY SERVICE PIPE OR APPURTENANCES (INCLUDING WATER SERVICE LINES AND TAPS). THIS REQUIREMENT MAY BE MET BY UTILIZATION OF A SUBCONTRACTOR WHO HOLDS A CITY OF COLUMBUS WATER CONTRACTOR LICENSE OR A COMBINED WATER/SEWER CONTRACTOR LICENSE TO PERFORM THIS WORK. UTILIZATION OF A SUBCONTRACTOR MUST MEET THE LICENSING REQUIREMENTS OF CITY OF COLUMBUS BUILDING CODE, IN PARTICULAR SECTION 4114.119 AND 4114.529. 6.NO PERSON SHALL BEGIN CONSTRUCTION OR INSTALLATION OF A PUBLIC WATER MAIN UNTIL PLANS HAVE BEEN APPROVED BY THE STATE OF OHIO ENVIRONMENTAL PROTECTION AGENCY (OEPA). 7.APPROVAL ON THE PART OF THE CITY OF COLUMBUS IS GIVEN PURSUANT TO THE PROVISIONS OF THE WATER SERVICE AGREEMENT BETWEEN CITY OF DUBLIN AND THE CITY OF COLUMBUS, OHIO, ON APRIL 13, 1993 AND ALL SUBSEQUENT AMENDMENTS THEREOF. 8.THE CONTRACTOR SHALL OBTAIN THE PROPER HYDRANT PERMIT(S), AND PAY ANY APPLICABLE FEES, FOR ANY APPROVED HYDRANT USAGE DEEMED NECESSARY FOR WORK UNDER THIS IMPROVEMENT. PERMITS MUST BE OBTAINED FROM THE RESPECTIVE HYDRANT OWNER (MUNICIPALITY OR TOWNSHIP) PRIOR TO CONTACTING THE DIVISION OF WATER PERMIT OFFICE (645-7330). THE CONTRACTOR SHALL ADHERE TO ALL RULES & REGULATIONS GOVERNING SAID PERMIT AND MUST HAVE THE ORIGINAL PERMIT ON SITE ANYTIME IN WHICH THE HYDRANT IS IN USE. PERMITS MAY BE OBTAINED BY ACCESSING http://portal.columbus.gov/permits/ 9.ALL WATER MAINS SHALL BE CLEANED AND FLUSHED, AND ANY WATER MAIN 12-INCH AND LARGER MUST BE PROPERLY PIGGED, IN ACCORDANCE WITH SECTION 801.13 OF THE CITY OF COLUMBUS, CONSTRUCTION AND MATERIAL SPECIFICATIONS. 10.ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH SECTION 801.14 OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, WITH THE FOLLOWING EXCEPTION: 150 PSI OF PRESSURE SHALL BE MAINTAINED FOR AT LEAST TWO HOURS IN ANY TESTED SECTION. THE CITY MAY NOT APPROVE ANY TEST LASTING LESS THAN TWO HOURS REGARDLESS OF THE AMOUNT OF LEAKAGE. 11.ALL WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 801.15 OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. SPECIAL ATTENTION IS DIRECTED TO APPLICABLE SECTIONS OF A.W.W.A. C-651. WHEN THE WATER MAINS ARE READY FOR DISINFECTION, THE CITY OF DUBLIN SHALL SUBMIT A WRITTEN REQUEST FOR CHLORINATION OF THE MAINS THAT NEED DISINFECTED, THREE (3) SETS OF "AS-BUILT" PLANS (FULL SIZE SHEETS ONLY), THE AS-BUILT SURVEY COORDINATES, WATER SERVICE REPORTS AND A PRESSURE TEST TO THE CITY OF COLUMBUS, DIVISION OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE DISINFECTION OF ALL WATER MAINS CONSTRUCTED UNDER THIS PLAN. 12.ANY SECTION OF WATER MAIN THAT IS LONGER THAN 20 FEET IN LENGTH SHALL BE CHLORINATED. HAND SWABBING METHODS WILL ONLY BE PERMITTED FOR SECTIONS LESS THAN OR EQUAL TO 20 FEET IN LENGTH. USE UNSCENTED HOUSEHOLD BLEACH FOR HAND SWABBING OF PIPE AND FITTINGS. PLEASE NOTE THAT CUT-IN-TEES, SLEEVES, AND ANY OTHER REQUIRED FITTINGS OR PIPING SHALL BE TAKEN INTO ACCOUNT AND ARE INCLUDED IN THE TOTAL LENGTH OF THE SECTION (CUT TO CUT). 13.ONLY ONE CONNECTION TO AN EXISTING WATER LINE IS PERMITTED BEFORE DISINFECTION OF A NEW WATER LINE HAS BEEN COMPLETED. ALL OTHER CONNECTIONS MUST BE MADE AFTER THE LINE HAS BEEN DISINFECTED. 14.NO WATER SERVICE CONNECTION PERMITS SHALL BE ISSUED OR CONNECTIONS MADE TO ANY WATER TAPS UNTIL WATER MAINS HAVE BEEN DISINFECTED BY THE CITY OF COLUMBUS, DIVISION OF WATER. WHEN A 3-INCH OR LARGER TAP IS TO OCCUR ON A 20-INCH OR LARGER WATER MAIN, THE CONTRACTOR SHALL NOTIFY THE DIVISION OF WATER OPERATIONS CONTROL CENTER AT (614)-645-7168 TWENTY-FOUR (24) HOURS IN ADVANCE OF PERFORMING THE TAP. 15.WATER TAP BOXES SHALL BE PLACED 1' FROM THE EDGE OF THE PROPOSED OR EXISTING SIDEWALK BETWEEN THE SIDEWALK AND THE CURB, OR 2 FEET INSIDE THE RIGHT-OF-WAY OR EASEMENT LINE WHEN NO SIDEWALK IS PRESENT OR PROPOSED. REFER TO STANDARD DRAWING L-9901 FOR ADDITIONAL INFORMATION. 16.MAINTAIN EIGHTEEN (18) INCHES VERTICAL AND TEN (10) FEET HORIZONTAL SEPARATION BETWEEN ANY SANITARY OR STORM SEWER PIPING AND ALL PROPOSED WATER MAINS. 17.WHEN CROSSING THE EXISTING WATER MAIN, AND LOW STRENGTH MORTAR (ITEM 613) IS TO BE USED AS BACKFILL, THE CONTRACTOR SHALL PROVIDE SIZE NO. 57 CRUSHED CARBONATE STONE (CCS) 1 FOOT BELOW TO 1 FOOT ABOVE THE EXISTING WATER LINE. 18.IF DURING EXCAVATION, THE POLYETHYLENE ENCASEMENT ON THE EXISTING WATER MAIN BECOME DAMAGED, THE CONTRACTOR SHALL REPAIR THE POLYETHYLENE ENCASEMENT PER THE MANUFACTURER'S SPECIFICATIONS AND DOW STANDARD DRAWINGS L-1003 AND L-1004, AT THEIR OWN EXPENSE. ENSURE THAT THE ENTIRE EXPOSED AREA IS COVERED WITH NEW POLYETHYLENE ENCASEMENT AND SECURELY TAPED, PRIOR TO BACKFILLING. 19.CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE OHIO ADMINISTRATIVE CODE CHAPTER 3745-83-02 WATER DISRUPTION OF SERVICE RULE. EXCAVATE PITS SUFFICIENTLY BELOW THE AREA TO BE CONNECTED TO IN ORDER TO MAINTAIN WATER LEVELS BELOW THE WATER MAIN. IF WATER FROM THE PIT ENTERS THE EXISTING MAIN, CONTACT DIVISION OF WATER IMMEDIATELY. ENSURE THAT SUFFICIENTLY SIZED PUMPS ARE UTILIZED TO REMOVE WATER FROM THE TRENCH AND BACKUP PUMPS ARE KEPT ON SITE FOR REDUNDANCY. 20."SURVEY COORDINATES" SHALL INCLUDE ALL MATERIAL, EQUIPMENT, AND LABOR NECESSARY TO OBTAIN HORIZONTAL AND VERTICAL (NORTHING, EASTING, AND ELEVATION) SURVEY COORDINATES FOR THE WATER MAIN IMPROVEMENTS. THE SURVEY COORDINATES SHALL BE OBTAINED FOR THE COMPLETED WATER MAIN CONSTRUCTION AND SHALL INCLUDE ALL VALVES, TEES, CROSSES, BENDS, HORIZONTAL DEFLECTIONS, PLUGS, REDUCERS, TAPPING SLEEVES, FIRE HYDRANTS, AIR RELEASES, CURB STOPS, AND CASING PIPE TERMINI. ADDITIONAL SURVEY COORDINATES ARE REQUIRED ON THE WATER MAIN EVERY 200 FEET WHERE NO FITTING OR OTHER WATER MAIN STRUCTURE IS BEING INSTALLED WITHIN THAT LENGTH OF THE IMPROVEMENT. ALL SURVEY COORDINATES SHALL BE REFERENCED TO THE APPLICABLE COUNTY ENGINEER'S MONUMENTS, AND SHALL BE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83) WITH THE 2011 ADJUSTMENT, WITH FURTHER REFERENCE MADE TO THE OHIO STATE PLAN SOUTH COORDINATE SYSTEM, SOUTH ZONE, WITH ELEVATIONS BASED ON NAVD 88 DATUM. ALL COORDINATES (NORTHING, EASTING, ELEVATION) SHALL BE REFERENCED TO THE NEAREST HUNDREDTH (N XXXXXX.XX, E XXXXXX.XX, ELEV. XXX.XX). ALL SURVEY COORDINATES SHALL BE ACCURATE TO WITHIN 1.0 FOOT HORIZONTAL AND A TENTH OF A FOOT (0.10) OR LESS VERTICAL. THE COORDINATES SHALL BE DOCUMENTED TO THE MUNICIPALITY ENGINEER OR DESIGNATED REPRESENTATIVE IN DIGITAL SPREADSHEET FORM AND SHALL INCLUDE THE APPLICABLE ITEM, STATION, NORTHING, EASTING, AND ELEVATION. COORDINATES SHALL BE SUBMITTED TO THE MUNICIPALITY ENGINEER OR DESIGNATED REPRESENTATIVE ON A BI-WEEKLY BASIS. COORDINATES SHALL ALSO BE REQUIRED TO BE SUBMITTED TO THE DIVISION OF WATER AS PART OF THE REQUEST FOR CHLORINATION. LUMP SUM PAYMENT IS FULL COMPENSATION FOR ALL WORK INVOLVED IN OBTAINING AND DOCUMENTING THE SURVEY COORDINATES AS DESCRIBED IN THIS SPECIFICATION. SPECIAL NOTES 1.ALL WATER MAIN VALVE BOXES, WATER TAP BOXES, TEST STATIONS, PITOMETER TAP STRUCTURES, METER PIT COVERS, AND OTHER SURFACE UTILITY STRUCTURES WITHIN THE DISTURBED AREA SHALL BE ADJUSTED TO GRADE. ANY OF THESE STRUCTURES LOCATED WITHIN PAVEMENT, DRIVEWAYS, OR OTHER TRAVELED AREAS, WHETHER EXISTING OR PROPOSED, SHALL BE EQUIPPED WITH A TRAFFIC RATED, HEAVY DUTY VALVE BOX AND/OR COVER IN ACCORDANCE WITH THE STANDARD DRAWINGS. EXISTING WATER TAP BOXES TO REMAIN THAT ARE ENCOUNTERED WITHIN THE PROJECT LIMITS SHALL BE CLEANED OUT, CENTERED OVER THE CURB STOP, AND ADJUSTED TO THE PROPOSED GRADE. 2.WHERE NEW CONDUIT IS PROPOSED TO CROSS AN EXISTING OR PROPOSED WATER MAIN OR WATER TAP/SERVICE LINE, A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN THE CONDUIT AND THE WATER MAIN OR TAP/SERVICE LINE. A MINIMUM OF 3-FEET OF HORIZONTAL CLEARANCE (OUT TO OUT) IS REQUIRED AT LOCATIONS WHERE THE CONDUIT IS PARALLEL TO THE WATER MAIN AND AT LOCATIONS OF WATER LINE THRUST BLOCKS. 3.A MINIMUM OF 3 FEET OF HORIZONTAL CLEARANCE (OUT TO OUT) SHALL BE MAINTAINED BETWEEN ALL EXISTING WATER MAINS AND FOUNDATIONS FOR POLES, PULL BOXES, PUSH BUTTON PEDESTALS, AND ANY OTHER MISCELLANEOUS ELECTRICAL STRUCTURE. 4.A MINIMUM OF 4 FEET OF COVER IS REQUIRED PRIOR TO PRESSURE TESTING ANY WATER MAIN. A SUFFICIENT AMOUNT OF BACKFILL SHALL BE INSTALLED TO PROVIDE THE ADEQUATE RESTRAINT IN AREAS WHERE REQUIRED. 5.THE PROPOSED WATER MAIN SHALL BE LOCATED A MINIMUM DISTANCE OF TWENTY (20) FEET AWAY FROM ANY STRUCTURE, OVERHANG, OR FOOTER. 6.ALL VALVE BOXES, WATER TAP BOXES, AND FIRE HYDRANTS SHALL BE LOCATED WITHIN THE EASEMENT AREA. 7.THE CONTRACTOR SHALL COORDINATE HIS WORK SUCH THAT NO WATER CUSTOMER WILL HAVE THEIR SERVICE DISRUPTED MORE THAN TWO (2) TIMES THROUGHOUT THE DURATION OF THIS PROJECT. EXISTING SYMBOL LEGEND EX. BUSH/SHRUB EX. TREE EX. EVERGREEN TREE EX. CATCH BASIN EX. CLEANOUT EX. DOWNSPOUT EX. YARD DRAIN EX. SANITARY MANHOLE EX. IRRIGATION CONTROLLER EX. IRRIGATION HEAD EX. ELETRIC BOX EX. GROUND LIGHT EX. LAMP LIGHT EX. LIGHT POLE EX. TRANSFORMER EX. MAILBOX CO YD S IC S E MB EX. FENCE EX. SANITARY SEWER EX. STORM SEWER EX. UNDERGROUND ELECTRIC EX. WATER EX. GAS EX. UNDERGROUND TELEPHONE EX. OVERHEAD ELECTRIC EX. TREE LINE EX. PIPE FOUND EX. PIN FOUND EX. CONCRETE MONUMENTXUE W G UT E 3 24 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CTTL000.dwg, 5/20/2022 12:56:07 PM, mcouvreur DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALETYPICAL DETAILSNOT TO SCALEBENCHMARKS SOURCE BM THE GPS CONTINUOUSLY OPERATING REFERENCE SYSTEM "COLB" THE CORS STATION "COLB" IS LOCATED AT: 39° 57' 35.11255" (N) AND 83° 02' 44.74694" (W). ELEVATION = 722.39 (NAVD88) BENCHMARK #1: BOX-CUT IN CONCRETE PAD FOR TELEPHONE PEDESTAL LOCATED ON THE WEST SIDE OF RIVERSIDE DRIVE. ELEVATION = 834.32' (NAVD88) BENCHMARK #2: X-CUT IN GUARDRAIL BOLT LOCATED ON THE SW CORNER OF THE INTERSECTION OF RIVERSIDE DRIVE AND ORCHARD CREST COURT. ELEVATION = 827.27' (NAVD88) BENCHMARK #3: BOX-CUT ON N EDGE OF CONCRETE AT CATCH BASIN LOCATED ON THE NW CORNER OF THE INTERSECTION OF GRANDEE CLIFFS DRIVE AND JENMAR COURT. ELEVATION = 856.83' (NAVD88) BENCHMARK #4: RAILROAD SPIKE IN UTILITY POLE LOCATED AT THE NE CORNER OF THE INTERSECTION OF BRIGHT ROAD AND MACBETH DRIVE. ELEVATION = 877.45' (NAVD88) BENCHMARK #5: BOX-CUT ON NE CORNER OF CONCRETE LIGHT POLE BASE LOCATED ON THE NE CORNER OF THE BRIGHT ROAD AND EMERALD PARKWAY ROUNDABOUT. ELEVATION = 893.04' (NAVD88) BASIS OF BEARINGS BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, OHIO SOUTH ZONE (NAD83-NSRS 2007) AS DETERMINED BY A VRS-GPS SURVEY UTILIZING CORS STATION "COLB". THE PROJECT COORDINATES ARE BASED ON STATE PLANE COORDINATES AND HAVE BEEN SCALED TO GROUND BY USING A PROJECT ADJUSTMENT FACTOR OF 1.0000173928 APPLIED AT BASE POINT N 773,000.00 E 1,796,000.00. GRID AND GROUND COORDINATES ARE IDENTICAL AT THE BASE POINT. BRIGHT ROAD PAVEMENT REMOVAL DETAIL N.T.S. EXISTING 6 1/2"± PAVEMENT SECTION 1 1/2" ITEM 254 PAVEMENT PLANING, ASPHALT CONCRETE 4 1/2" ITEM 202 GRAVEL REMOVED EXISTING SANITARY SEWER TRENCH (BY OTHERS), WATER LINE TRENCH, OR WATER SERVICE SLEEVE TRENCH 1 2 3 4 2 31 2 14 DRIVEWAY ASPHALT PAVEMENT DETAIL N.T.S. 1 1/2" ITEM 441 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, MEDIUM TRAFFIC (448) 3" ITEM 301 ASPHALT CONCRETE BASE 6" ITEM 304 AGGREGATE BASE ITEM 204 SUBGRADE COMPACTION 1 2 3 4 1 2 3 4 DRIVEWAY CONCRETE PAVEMENT DETAIL N.T.S. 6" ITEM 452 NONREINFORCED PORTLAND CEMENT CONCRETE PAVEMENT 6" ITEM 304 AGGREGATE BASE ITEM 204 SUBGRADE COMPACTION 1 2 3 312 DRIVEWAY GRAVEL PAVEMENT DETAIL N.T.S. 6" ITEM 304 AGGREGATE BASE ITEM 204 SUBGRAGE COMPACTION 1 2 1 2 5 4 1 4 2 4 3 4 4 24 BRIGHT ROAD PAVING DETAIL N.T.S. EXISTING 6 1/2"± PAVEMENT SECTION NON-TRACKING TACK COAT, APPLIED AT 0.08 GAL/SY 1 1/2" ITEM 441 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, MEDIUM TRAFFIC (448) 3" ITEM 301 ASPHALT CONCRETE BASE WATER LINE TRENCH 1 2 3 4 5 3 4 5 4 4 3" PAVEMENT EDGE 1 ITEM 423 CRACK SEAL, TYPE 1 SANITARY SEWER LATERAL EXTENSION DETAIL N.T.S. 6" PVC SDR 35 @ 2.08% MIN. PROPOSED WATER MAIN LOCATION VARIES NOTES: 1.THE BACKFILL UNDER ANY PAVEMENT OR WITHIN THE PAVEMENT INFLUENCE LINE THAT IS NOT RIVERSIDE DRIVE PAVEMENT (AS SHOWN IN CITY OF COLUMBUS STANDARD DRAWING 2179) SHALL BE COMPACTED THE FULL WIDTH OF THE TRENCH BY MEANS OF APPROVED MECHANICAL DEVICES TO MEET THE REQUIREMENTS OF COLS ITEM 912 OR ITEM 613 TYPE 2. ALL OTHER BACKFILL SHALL MEET THE REQUIREMENTS OF COLS ITEM 911. THE ITEM 912 BACKFILL SHALL EXTEND FROM THE BOTTOM OF THE TRENCH TO THE TOP OF THE PAVEMENT SUBGRADE FOR TRENCHES UNDER PAVEMENTS OR TO THE TOP OF THE PAVEMENT INFLUENCE LINE FOR TRENCHES NOT UNDER PAVEMENTS. 2.CONTRACTOR SHALL ADJUST ALL CASTINGS AND PLUGS TO BE FLUSH WITH FINAL GRADE. 3.FRAMES AND COVERS SHALL BE HEAVY DUTY RATED. 4.THIS DETAIL IS FOR EXTENDING EXISTING 6" SANITARY SERVICE STUBS FOR FUTURE SANITARY SERVICES TO AVOID DISRUPTION OF SHARED USE PATH. WORK SHALL BE COMPLETED IN ACCORDANCE WITH ITEM 918. 5.SANITARY SERVICE STUB EXTENSIONS ARE PROVIDED FOR THE FOLLOWING PROPERTIES: RIVERSIDE DRIVE 7410 7402 7322 7250 7230 PAVEMENT CLEANOUT FLUSH WITH GRADE ℄PROP. EASEMENT 6 4 EX. 24" SANITARY SEWER EX. R/W SUP 19-011-CIP 12" MIN. EX. 4" GAS STORM SEWER 19-011-CIP EX. 6" SANITARY SERVICE STUB 18" MIN. 1'-0" TYP 2 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CTTL000.dwg, 5/20/2022 12:56:12 PM, mcouvreur DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALEGENERAL SUMMARY ITEM DESCRIPTION QUANTITY UNIT ROADWAY 201 CLEARING AND GRUBBING 1 LUMP 202 ASPHALT PAVEMENT REMOVED (WATER LINE TRENCH)284 SY 202 ASPHALT PAVEMENT REMOVED (DRIVEWAY)62 SY 202 CONCRETE PAVEMENT REMOVED (DRIVEWAY)12 SY 202 GRAVEL PAVEMENT REMOVED (DRIVEWAY)49 SY 202 GUARDRAIL REMOVED AND DISPOSED OF 65 LF 204 EXCAVATION OF SUBGRADE 50 CY 204 GRANULAR EMBANKMENT, NO. 2 STONE 50 CY 204 PROOF ROLLING 1 HR 204 SUBGRADE COMPACTION (DRIVEWAY)126 SY 254 PAVEMENT PLANING 764 SY 655 TREE PROTECTION DURING CONSTRUCTION 430 LF SPEC MAILBOX REMOVED AND RESET 1 EA EROSION CONTROL 207 FILTER SOCK 2,181 LF 207 INLET PROTECTION 10 EA 207 ROCK CHECK DAM 2 EA 653 4" TOPSOIL FURNISHED AND PLACED, AS PER PLAN 302 CY 659 COMMERCIAL FERTILIZER 0.37 TON 659 SEEDING AND MULCHING, AS PER PLAN 2,717 SY 659 WATER 7 MGAL PAVEMENT 301 ASPHALT CONCRETE BASE 24 CY 301 ASPHALT CONCRETE BASE (DRIVEWAY)5 CY 304 AGGREGATE BASE (DRIVEWAY)21 CY 407 NON-TRACKING TACK COAT 61 GAL 423 CRACK SEALING, TYPE 1 467 LF 441 ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (448), PG64-22 32 CY 441 ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (448), PG64-22 (DRIVEWAY)2 CY 452 NON-REINFORCED CONCRETE PAVEMENT, CLASS COC1 (DRIVEWAY)19 SY TRAFFIC CONTROL* 630 SIGN REMOVED AND RESET 2 EA 644 EDGE LINE, 4"0.125 MI 644 CENTER LINE, 4"0.062 MI WATER 801 6" WATER PIPE AND FITTINGS 73 LF 801 8" WATER PIPE AND FITTINGS 1,610 LF 801 12" WATER PIPE AND FITTINGS 1,070 LF 802 6" VALVE AND APPURTENANCES 8 EA 802 8" VALVE AND APPURTENANCES 3 EA 802 12" VALVE AND APPURTENANCES 2 EA 805 3/4" WATER SERVICE TAP 9 EA 809 FIRE HYDRANT 8 EA SPEC 3" WATER SERVICE SLEEVE, AS PER PLAN 5 EA SPEC SURVEY COORDINATES 1 LUMP UTILITIES 915 CLEAN-OUT 5 EA 918 6" DIAMETER PIPE, HOUSE SERVICE CONNECTION 61 LF MISCELLANEOUS 614*MAINTAINING TRAFFIC, AS PER PLAN 1 LUMP 614 LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN 60 HR 623 CONSTRUCTION LAYOUT STAKES 1 LUMP 624 MOBILIZATION 1 LUMP SPEC PROOF SURVEY 1 LUMP * DENOTES ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS (LATEST EDITION). ALL OTHER ITEMS REFERENCE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, 2018 EDITION.GENERAL SUMMARYNOT TO SCALE5 24 BRIGHT ROAD WATER SERVICE SLEEVE DETAIL FOR REFERENCE ONLY N.T.S. EX. R/W 3" Ø SCHEDULE 80 PVC CONDUIT END CAP PROPOSED WATER MAIN LOCATION VARIES42" MINNOTES: 1.THE BACKFILL UNDER ANY PAVEMENT OR WITHIN THE PAVEMENT INFLUENCE LINE (AS SHOWN IN CITY OF COLUMBUS STANDARD DRAWING 2179) SHALL BE COMPACTED THE FULL WIDTH OF THE TRENCH BY MEANS OF APPROVED MECHANICAL DEVICES TO MEET THE REQUIREMENTS OF COLS ITEM 912 OR ITEM 613 TYPE 2. ALL OTHER BACKFILL SHALL MEET THE REQUIREMENTS OF COLS ITEM 911. THE ITEM 912 BACKFILL SHALL EXTEND FROM THE BOTTOM OF THE TRENCH TO THE TOP OF THE PAVEMENT SUBGRADE FOR TRENCHES UNDER PAVEMENTS OR TO THE TOP OF THE PAVEMENT INFLUENCE LINE FOR TRENCHES NOT UNDER PAVEMENTS. 2.CONTRACTOR SHALL ADJUST ALL CASTINGS AND PLUGS TO BE FLUSH WITH FINAL GRADE. 3.FRAMES AND COVERS SHALL BE HEAVY DUTY RATED. 4.THIS DETAIL IS FOR PROVIDING 3" SLEEVES FOR FUTURE WATER SERVICES TO PROPERTIES ON THE OPPOSITE SIDE OF THE STREET FROM THE PROPOSED WATER MAIN. 5.3" SLEEVES ARE NOT PROVIDED TO PROPERTIES WHERE THE PROPOSED WATER MAIN IS ADJACENT TO THE PROPERTY, EITHER UNDER PAVEMENT (WITHIN 6 FT FROM THE EDGE OF PAVEMENT) OR GRASS. 6.SLEEVES ARE PROVIDED UNDER 18-020-CIP FOR THE FOLLOWING PROPERTIES: BRIGHT ROAD 0 4338 4700 4740 4760 7.PVC RISERS ARE PROVIDED TO ASSIST IN LOCATING THE SLEEVES FOR FUTURE WATER SERVICE CONNECTIONS TO THE MAIN. AT TIME OF CONNECTION, THE RISERS SHALL BE REMOVED, THE EXISTING PAVEMENT SHALL BE SAWCUT OVER THE WATER MAIN AND A PORTION OF THE SLEEVE REMOVED TO ALLOW FOR THE PROPOSED WATER SERVICE PIPING AND CORP STOP. ANY REMAINING SLEEVE WITHIN THE PAVEMENT THAT IS NOT USED FOR THE PROPOSED WATER SERVICE SHALL BE CAPPED AND ABANDONED IN PLACE. PAVEMENTFINISH GRADE 3" PVC THREADED PLUG FLUSH WITH GRADE 3" WYE 2' MIN 3" WYE END CAP 3" PVC THREADED PLUG FLUSH WITH GRADE ℄EX. R/W BRIGHT ROAD 1 5 FUTURE EXCAVATION TO CONSTRUCT WATER SERVICE RIVERSIDE DRIVE WATER SERVICE AND 3" SLEEVE DETAIL (SEE SHEET 21OF 24) N.T.S. EX. R/W 3" Ø SCHEDULE 80 PVC CONDUIT END CAP PROPOSED WATER MAIN LOCATION VARIES42" MINNOTES: 1.3" SCHEDULE 80 PVC CONDUIT SLEEVES SHALL BE DIRECTIONAL BORED UNDER RIVERSIDE DRIVE. PNEUMATIC METHODS OF DIRECTIONAL BORE ARE NOT PERMITTED. PLACE WATER SERVICES IN 3" SLEEVE. 2.THE BACKFILL UNDER ANY PAVEMENT OR WITHIN THE PAVEMENT INFLUENCE LINE THAT IS NOT RIVERSIDE DRIVE PAVEMENT (AS SHOWN IN CITY OF COLUMBUS STANDARD DRAWING 2179) SHALL BE COMPACTED THE FULL WIDTH OF THE TRENCH BY MEANS OF APPROVED MECHANICAL DEVICES TO MEET THE REQUIREMENTS OF COLS ITEM 912 OR ITEM 613 TYPE 2. ALL OTHER BACKFILL SHALL MEET THE REQUIREMENTS OF COLS ITEM 911. THE ITEM 912 BACKFILL SHALL EXTEND FROM THE BOTTOM OF THE TRENCH TO THE TOP OF THE PAVEMENT SUBGRADE FOR TRENCHES UNDER PAVEMENTS OR TO THE TOP OF THE PAVEMENT INFLUENCE LINE FOR TRENCHES NOT UNDER PAVEMENTS. 3.CONTRACTOR SHALL ADJUST ALL CASTINGS AND PLUGS TO BE FLUSH WITH FINAL GRADE. 4.FRAMES AND COVERS SHALL BE HEAVY DUTY RATED. 5.THIS DETAIL IS FOR PROVIDING 3" SLEEVES FOR FUTURE WATER SERVICES AND WATER SERVICES PROVIDED WITH THIS PROJECT TO PROPERTIES ON THE OPPOSITE SIDE OF THE STREET FROM THE PROPOSED WATER MAIN. 6.3" SLEEVES ARE NOT PROVIDED TO PROPERTIES WHERE THE PROPOSED WATER MAIN IS ADJACENT TO THE PROPERTY, EITHER UNDER PAVEMENT (WITHIN 6 FT FROM THE EDGE OF PAVEMENT) OR GRASS. 7.SLEEVES ARE PROVIDED FOR THE FOLLOWING PROPERTIES: RIVERSIDE DRIVE 7225 7241 WATER SERVICES ARE PROVIDED FOR THE FOLLOWING PROPERTIES: RIVERSIDE DRIVE ORCHARD CREST COURT 7281 3961 7.PVC RISERS ARE PROVIDED TO ASSIST IN LOCATING THE SLEEVES FOR FUTURE WATER SERVICE CONNECTIONS TO THE MAIN. AT TIME OF CONNECTION, THE RISERS SHALL BE REMOVED, THE EXISTING PAVEMENT SHALL BE SAWCUT OVER THE WATER MAIN AND A PORTION OF THE SLEEVE REMOVED TO ALLOW FOR THE PROPOSED WATER SERVICE PIPING AND CORP STOP. ANY REMAINING SLEEVE WITHIN THE PAVEMENT THAT IS NOT USED FOR THE PROPOSED WATER SERVICE SHALL BE CAPPED AND ABANDONED IN PLACE. PAVEMENTFINISH GRADE 3" PVC THREADED PLUG FLUSH WITH GRADE 3" WYE 3" WYE END CAP 3" PVC THREADED PLUG FLUSH WITH GRADE ℄PROP. EASEMENT RIVERSIDE DRIVE 2 5 EX. 24" SANITARY SEWER 18" MIN. EX. 8" SANITARY FORCE MAIN EX. R/W 12" MIN. SUP 19-011-CIP 12" MIN.12" MIN. EX. 4" GAS STORM SEWER 19-011-CIP 42" MIN60" MAX COVER42" MIN60" MAX COVERH:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CTTL000.dwg, 5/20/2022 12:56:17 PM, mcouvreur WE874.1 WE878.1WWWWWWWW W W W W W W W W W W W W W WWWWWWWW W W W W W W W WWW WWWWW W WW W W WWWWWWWWWWW W WWWWWWWWWWWWWWWW W WWW WWW W W W W W W W W W W WW W W W W W W W W W W W WWWWWWWWWWWV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WVWV WVWVWV WV WV WVWV WV WV WV WVWV WVWV WV WVWV WV WVWV WV WV WV WV WV WV WV WVWVWV WV WVWVWV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WVWVWV WV WV WVEX 12"WATER(07-008-CIP)EX 12" WATER (07-008-CIP)EX 8"WATER(07-008-CIP)EX 12" WATER (07-008-CIP) EX 12" W A T E R (07-008- C I P )EX 12" WATER(07-008-CIP)EX 12" WATER (07-008-CIP)EX 12"WATER(07-008-CIP)EX 12"WATER(04-004.2-CIP)EX 12"WATER(04-004.2-CIP)EX 12"WATER(00-029-CIP)E X 1 2 " W A T E R ( 0 0 - 0 2 9 - C I P ) EX 6" WATER (00-02 9- CI P) EX 8" WATER (00-029-CIP) 12" WATER (00-009-CIP) 12" WATER (00-009-CIP)EX 12"WATER(01-010-RES)EX 8" WATER (01-010-RES)EX 8"WATER(01-010-RES)EX 8"WATER(01-010-RES)EX 8 "WATER ( 0 1 - 0 1 0 -R ES )EX 6"WATER(01-010-RES)EX 8"WATER(04-001-RES)(04-001-RES)EX 8 " WA T E R (04- 0 0 1 - R E S ) EX 8" WATER (85-018-COM) EX 8" WATER (04-001RES) BRIGHT RD HANNA HIL L S D RRIVERSIDE DRBRIGHT RD MAC D U F F W A Y RIVERSIDE DRYELLOW WOOD DR BRYSON COVE C IR RIVER KNOLLS PLCLADDAUGH LNI-270 I-270 EMERALD PARKWAY EMERALD PARKWAY8" WATERSCIOTO RIVERBILLINGSLEY CREEK BILLI N G S L E Y CRE E K BILLI N G S L E Y CRE E K INTERMITTENT STREAM INTER M I T T E N T STREA M GRANDEE CLIFFS DRSHEET NO. 16 SHEET NO. 17 SHEET NO. 18 SHEET NO. 19 SHEET NO. 20 JENMAR CT MACBETH DR12" WATER EX 8" WAT (18-020-CIP) EX 8" WAT (18-020-CIP) EX 6" WAT (18-020-CIP) EX 6" WAT (18-020-CIP)WWWWWWWW W W W W W W W WV WVYH D WV YH DWVYHDWV YH DWVYHDWVYHDWVYHDWVYHDWV WV WVWV W W W WW WW WW WW WWWWWW W W W W W W WW WWWWWWWWW W WVWVWVWVWVWVWVWVWVSHEET NO. 15 0400100200LEGEND EXISTING WATER LINE EXISTING FIRE HYDRANT PROPOSED WATER LINE PROPOSED FIRE HYDRANT W DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B, 4C AND BRIGHT ROADCUL-DE-SAC 18-020-CIPJCBMJCSCALESCHEMATIC WATER LINE PLANYH DW 6 24 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CSP000.dwg, 5/20/2022 12:56:32 PM, mcouvreur 15+21.58 827.08 COORDINATE CHART:DESIGN AS-BUILT SHEET #STATION DESCRIPTION NORTHING EASTING NORTHING EASTING ℄ ELEVATION 16 CONNECT TO EX. 12", 45° HORIZONTAL BEND 16 12" 45º HORIZONTAL BEND 16 3/4" WATER SERVICE TAP 16 12"x6" ANCHOR TEE 16 6" VALVE (STANDARD VALVE BOX) 16 FIRE HYDRANT 16 3/4" WATER SERVICE TAP 16 3/4" WATER SERVICE TAP 16 3/4" WATER SERVICE TAP 16 12" VALVE (STANDARD VALVE BOX) 16 12"x6" ANCHOR TEE 16 6" VALVE (STANDARD VALVE BOX) 16 FIRE HYDRANT 16 3/4" WATER SERVICE TAP 17 3/4" WATER SERVICE TAP 17 3/4" WATER SERVICE TAP 17 3/4" WATER SERVICE TAP 17 12"x6" ANCHOR TEE 17 6" VALVE (HEAVY DUTY VALVE BOX) 17 FIRE HYDRANT 17 12"x8" ANCHOR TEE 17 12" VALVE (HEAVY DUTY VALVE BOX) 17 12" PLUG & THRUST BLOCK 18 CONNECT TO PROP. 12" WATER MAIN 18 8" VALVE (HEAVY DUTY VALVE BOX) 18 8" 45º HORIZONTAL BEND 18 8" 45º HORIZONTAL BEND 18 8"x6" ANCHOR TEE 18 6" VALVE (HEAVY DUTY VALVE BOX) 18 FIRE HYDRANT 18 3/4" WATER SERVICE TAP 18 8" VALVE (STANDARD VALVE BOX) 18 8"x6" ANCHOR TEE 18 6" VALVE (STANDARD VALVE BOX) 18 FIRE HYDRANT 19 8"x6" ANCHOR TEE 19 6" VALVE (STANDARD VALVE BOX) 19 FIRE HYDRANT 19 8" VALVE (STANDARD VALVE BOX) 19 8"x6" ANCHOR TEE 19 6" VALVE (STANDARD VALVE BOX) 19 FIRE HYDRANT 19 8" 45º HORIZONTAL BEND 19 8" 45º HORIZONTAL BEND 19 8" 45º HORIZONTAL BEND 19 8" 45º HORIZONTAL BEND 20 8"x6" ANCHOR TEE 20 6" VALVE (HEAVY DUTY VALVE BOX) 20 FIRE HYDRANT 20 CONNECT TO EX. 8" WATER (18-020-CIP) 31+56.28 770518.09 1798114.28 821.05 14+98.00 16+57.85 16+57.84 16+57.85 20+65.31 25+19.47 25+19.47 25+19.47 25+44.47 25+49.47 25+67.47 771559.64 1798029.45 825.42 771542.06 1798045.18 825.79 771406.13 1798035.61 827.08 771000.23 1798000.03 829.50 770547.81 1797960.28 822.61 770522.91 1797958.09 822.61 770517.92 1797957.66 822.61 770499.99 1797956.08 822.61 30+00.00 30+02.00 32+00.94 32+16.25 32+16.25 32+16.25 35+16.25 35+16.25 35+16.25 35+11.25 770522.91 1797958.09 822.61 770522.73 1797960.09 822.61 770542.05 1798151.97 822.29 770541.64 1798167.27 822.88 770533.56 1798467.16 839.89 770533.69 1798462.16 839.69 38+16.25 38+16.25 38+16.25 41+11.25 41+16.25 41+16.25 41+16.25 41+46.23 42+09.66 43+43.44 43+84.23 45+09.58 45+09.58 45+09.58 770525.47 1798767.05 850.72 770517.52 1799061.95 854.01 770517.39 1799066.94 854.06 770516.58 1799096.91 854.36 770560.21 1799142.95 854.98 770693.95 1799146.56 856.31 770722.00 1799176.17 856.71 770707.17 1799300.64 857.53 46+10.23 770695.27 1799400.58 857.53 771406.30 1798033.62 771407.17 1798023.15 770548.57 1797951.67 770547.98 1797958.29 770543.64 1798167.33 770547.64 1798167.43 770535.56 1798467.22 770539.55 1798467.32 770527.47 1798767.11 770531.47 1798767.22 770519.39 1799067.00 770523.39 1799067.11 770705.19 1799300.40 770692.28 1799298.86 827.08 822.88 822.88 839.89 839.89 850.72 850.72 854.06 854.06 857.53 857.53 829.50 20+70.31 770995.25 1797999.60 829.50 20+70.31 770995.42 1797997.60 20+70.31 770996.34 1797987.15 771461.57 1798039.90 827.0816+02.25 771177.96 1798015.65 829.5018+86.90 771104.39 1798009.19 829.5019+60.75 34+15.27 770536.28 1798366.21 835.85 23+92.07 770674.72 1797971.43 23+67.02 770699.68 1797973.63 20+95.09 770970.56 1797997.43 771097.67 1798008.60 829.5019+67.49 770818.19 1797984.0422+48.05 DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALEAPPURTENANCE COORDINATE CHARTNOT TO SCALE7 24 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CCOORD000.dwg, 5/20/2022 12:57:14 PM, mcouvreur DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALENOT TO SCALEMAINTENANCE OF TRAFFIC NOTESITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE "OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (CURRENT EDITION), COPIES OF WHICH ARE AVAILABLE FROM THE OHIO DEPARTMENT OF TRANSPORTATION, OFFICE OF TRAFFIC ENGINEERING, 1980 WEST BROAD STREET, COLUMBUS, OHIO 43223. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REINSTALLATION AND/OR REPLACEMENT OF ALL PERMANENT TRAFFIC CONTROL DEVICES DAMAGED OR REMOVED DURING THE CONSTRUCTION. PERMANENT TRAFFIC CONTROL THAT IS NO LONGER IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL SHALL BE REPLACED IMMEDIATELY. THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR MISSING, DAMAGED AND IMPROPERLY PLACED TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT WHO WILL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC FOR THE DURATION OF THE PROJECT. CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL TEMPORARY TRAFFIC CONTROL DEVICES ARE IN PLACE AND APPROVED BY THE ENGINEER AND THE CITY. MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES INCLUDING DRUMS, SIGNS, BARRICADES, SIGN BOARDS, DETOUR SIGNAGE, ETC., SHALL BE THE CONTRACTOR'S RESPONSIBILITY. STEADY-BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND SIMILAR TRAFFIC CONTROL DEVICES IN USE AT NIGHT. ALL TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED DURING ALL NIGHTTIME AND NON-WORKING HOURS. DROP OFF WITHIN THE WORK ZONE SHALL CONFORM TO THE REQUIREMENTS SET FORTH ON ODOT STANDARD CONSTRUCTION DRAWING MT-101.90 IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER PROVISIONS FOR TRAFFIC CONTROL, THE CITY ENGINEER SHALL ASSIGN UNIFORMED, OFF-DUTY POLICE OFFICERS TO THE PROJECT AT NO COST TO THE CITY. LENGTH AND DURATION OF LANE CLOSURES AND RESTRICTIONS SHALL BE AT THE APPROVAL OF THE ENGINEER. IT IS THE INTENT TO MINIMIZE THE IMPACT TO THE TRAVELING PUBLIC. LANE CLOSURES OR RESTRICTIONS OVER SEGMENTS OF THE PROJECT IN WHICH NO WORK IS ANTICIPATED WITHIN A REASONABLE TIME FRAME, AS DETERMINED BY THE ENGINEER, SHALL NOT BE PERMITTED. THE LEVEL OF UTILIZATION OF MAINTENANCE OF TRAFFIC DEVICES SHALL BE COMMENSURATE WITH THE WORK IN PROGRESS. PAYMENT ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH ODOT C&MS 614 AND OTHER APPLICABLE PORTIONS OF THE SPECIFICATIONS, AS WELL AS THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PAYMENT FOR ALL MAINTENANCE OF TRAFFIC ITEMS, INCLUDING THE FURNISHING, INSTALLATION AND MAINTENANCE OF BUT NOT LIMITED TO: ALTERNATE ROUTE SIGNAGE, FLASHING ARROWS PANELS, SIGNS, SIGN SUPPORTS, FLAGS, FLAGGERS, BARRICADES, NOTICE OF CLOSURE SIGNS, PORTABLE CONCRETE BARRIER, DRUMS, CONES CONSTRUCTION FENCING, TEMPORARY PAVEMENT MARKINGS, TRAFFIC COMPACTED SURFACE, MATERIALS AND LABOR FOR MAINTAINING ACCESS TO DRIVEWAYS, PROPERTY OWNER NOTIFICATION/ COORDINATION AND DEVELOPMENT OF THE OPERATIONS SCHEDULE SHALL BE AT THE LUMP SUM PRICE BID FOR ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN, WHICH SHALL INCLUDE ALL LABOR MATERIAL, EQUIPMENT, AND INCIDENTALS TO COMPLETE THE WORK AS DETAILED IN THE PLANS. UNLESS SEPARATELY ITEMIZED IN THE PLANS, NO SEPARATE PAYMENT SHALL BE MADE. CONSTRUCTION INITIATION THE CONTRACTOR WILL NOTIFY THE CITY OF DUBLIN 3 DAYS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL IMMEDIATELY INFORM THE CITY OF DUBLIN OF ANY AND ALL DELAYS AND/OR CHANGES REGARDING THE CONSTRUCTION PROJECT. THE CITY ENGINEER WILL PROVIDE CLARIFICATION FOR ANY QUESTIONS ABOUT THE NOTIFICATION REQUIREMENT. DRUM AND REQUIREMENTS IN ADDITION TO THE REQUIREMENTS OF THE PLANS, SPECIFICATION AND PROPOSAL, DRUMS FURNISHED BY THE CONTRACTOR SHALL BE IN GOOD CONDITION AND MEET RETROREFLECTIVITY STANDARDS. PAYMENT FOR DRUMS SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR MAINTAINING TRAFFIC UNLESS SEPARATELY ITEMIZED. SIGNS, BARRICADES AND VERTICAL PANELS ALL CONSTRUCTION SIGNS, BARRICADES, VERTICAL PANELS, AND DRUMS SHALL CONFORM TO OMUTCD AND THE LATEST REVISION OF THE ODOT AND MATERIAL SPECIFICATIONS. ALL CONSTRUCTION SIGNAGE SHALL BE INSTALLED AND COVERED BEFORE CONSTRUCTION BEGINS. AFTER CONSTRUCTION SIGN INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER THREE WORKING DAYS BEFORE WORK BEGINS AND REQUEST AN INSPECTION OF ALL SIGNAGE. FACES OF CONSTRUCTION SIGNS AND REFLECTIVE SHEETING ON BARRICADES SHALL BE TYPE "H" (VIP). ALL ORANGE CONSTRUCTION SIGNS SHALL BE FLUORESCENT ORANGE. ALL SHEETING WILL BE TESTED FOR REFLECTIVITY PER ITEM 730.192. VERTICAL PANELS AND DRUM BANDS SHALL BE REFLECTORIZED WITH TYPE "G" (HIGH INTENSITY) SHEETING COMPLYING WITH THE REQUIREMENTS OF 730.19. ALL SIGNS AND BARRICADES, VERTICAL PANELS, AND DRUMS WILL BE LIKE NEW AND IN GOOD CONDITION IN CONFORMANCE WITH QUALITY GUIDELINES FOR TEMPORARY TRAFFIC CONTROL DEVICES AND FEATURES PUBLISHED BY ATSSA. MAINTENANCE OF ALL CONTRACTOR SUPPLIED SIGNS, BARRICADES, VERTICAL PANELS, AND DRUMS IS THE CONTRACTOR'S RESPONSIBILITY. IF THE CONTRACTOR FAILS TO CORRECT DEFICIENCIES WITHIN FOUR HOURS OF NOTIFICATION, THE CITY WILL CORRECT OR HIRE SOMEONE TO CORRECT THE DEFICIENCIES. THE CONTRACTOR WILL THEN BE BACK CHARGED PER ODOT SPECIFICATION 614.14. IN THE CASE THAT BACK CHARGING THE CONTRACTOR IS NOT APPLICABLE, THE CITY WILL RESCIND AND WITHHOLD ALL PERMITS ISSUED TO THE CONTRACTOR TO WORK WITHIN CITY RIGHT-OF-WAY UNTIL THE ISSUE IS SETTLED. THESE PROVISIONS SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR OF ANY OF HIS LEGAL RESPONSIBILITIES OR LIABILITIES FOR THE SAFETY OF THE PUBLIC.ALL BARRICADES AT CLOSURES SHALL HAVE YELLOW TYPE "C" STEADY BURN LIGHTS. ALL BARRELS IN TAPERS SHALL HAVE YELLOW TYPE "C" STEADY BURN LIGHTS. ALL ADVANCE SIGNING SHALL BE EQUIPPED WITH TYPE "A" FLASHING LIGHTS AND (2) ORANGE FLAGS (24"x24"). LIGHTS ARE NOT REQUIRED ON SIGNS IN PLACE DURING DAYLIGHT HOURS. CONES ARE NOT APPROVED FOR USE AT NIGHT. DRUMS SHALL BE PLACED AS FOLLOWS: 40' C/C ON TANGENTS, 20' C/C ON TAPERS, AND 8' C/C IN RADII. PEDESTRIAN ACCESS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND SAFE MOVEMENT OF PEDESTRIANS THROUGH, AROUND, AND AWAY FROM THE CONSTRUCTION SITE. THE SAFETY OF PEDESTRIAN TRAFFIC SHALL BE CONSIDERED AT ALL TIMES IN THE PROVISION OF TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS AND NOTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE LIGHTS, SIGNS, BARRICADES, AND OTHER WARNINGS TO PHYSICALLY SEPARATE THE PEDESTRIAN FROM HAZARDS INCIDENTAL TO THE CONSTRUCTION OPERATIONS SUCH AS OPEN EXCAVATIONS, ETC. AT ALL TIMES, THE PEDESTRIAN MOT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. IT IS RECOMMENDED THAT THE CONTRACTOR ELIMINATE PEDESTRIAN TRAFFIC WITHIN THE PROJECT SITE BY CLOSING THE PEDESTRIAN PATH. THIS SHALL BE DONE BY INSTALLING "PATH CLOSED" SIGNAGE AT THE BEGINNING, ENDING, AND INTERSECTIONS OF THE AFFECTED PATH. NO PEDESTRIAN DETOUR PROVIDED. ALL COST ASSOCIATED WITH MAINTAINING PEDESTRIAN TRAFFIC SHALL BE INCIDENTAL TO ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN. ITEM 614 - LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN USE OF LAW ENFORCEMENT OFFICERS (LEOS) BY CONTRACTORS OTHER THAN THE USES SPECIFIED IN THIS NOTE WILL NOT BE PERMITTED AT PROJECT COST UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE ENGINEER. LEOS SHOULD NOT BE USED WHERE THE OMUTCD INTENDS THAT FLAGGERS BE USED. IN ADDITION TO THE REQUIREMENTS OF C&MS 614 AND THE OMUTCD, A UNIFORMED LEO WITH AN OFFICIAL PATROL CAR (CAR WITH TOP MOUNTED EMERGENCY FLASHING LIGHTS AND COMPLETE MARKINGS OF THE APPROPRIATE LAW ENFORCEMENT AGENCY) SHALL BE PROVIDED FOR THE FOLLOWING TRAFFIC CONTROL TASKS: A. FOR LANE CLOSURES: DURING INITIAL SET-UP PERIODS, TEAR DOWN PERIODS, SUBSTANTIAL SHIFTS OF A CLOSURE POINT OR WHEN NEW LANE CLOSURE ARRANGEMENTS ARE INITIATED. IN GENERAL, LEOS SHOULD BE POSITIONED AT THE POINT OF LANE RESTRICTION OR ROAD CLOSURE AND TO MANUALLY CONTROL TRAFFIC MOVEMENTS THROUGH INTERSECTIONS IN WORK ZONES. B. DURING THE ENTIRE ADVANCE PREPARATION AND CLOSURE SEQUENCE WHERE COMPLETE BLOCKAGE OF TRAFFIC IS REQUIRED. THE LEOS WORK AT THE DIRECTION OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES OF THE LEOS WITH THE APPROPRIATE AGENCIES AND COMMUNICATING THE INTENTIONS OF THE PLANS WITH RESPECT TO DUTIES OF THE LEOS. THE ENGINEER SHALL HAVE FINAL CONTROL OVER THE LEOS' DUTIES AND PLACEMENT, AND WILL RESOLVE ANY ISSUES THAT MAY ARISE BETWEEN THE TWO PARTIES. THE CONTRACTOR SHALL UTILIZE ANY OF THE FOLLOWING LAW ENFORCEMENT AGENCYS: CITY OF DUBLIN (614-410-4800), FRANKLIN COUNTY SHERIFF'S OFFICE, OR OHIO STATE HIGHWAY PATROL. LEOS (WITH PATROL CAR) REQUIRED BY THE TRAFFIC MAINTENANCE TASKS ABOVE SHALL BE PAID FOR ON A UNIT PRICE (HOURLY) BASIS UNDER ITEM 614 - LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN. THE FOLLOWING ESTIMATED QUANTITY HAVE BEEN CARRIED TO THE GENERAL SUMMARY. ITEM 614 - LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN 60 HOURS THE HOURS PAID SHALL INCLUDE ANY MINIMUM SHOW-UP TIME REQUIRED BY THE LAW ENFORCEMENT AGENCY INVOLVED. ANY ADDITIONAL COSTS (ADMINISTRATIVE OR OTHERWISE) INCURRED BY THE CONTRACTOR TO OBTAIN THE SERVICES OF AN LEO ARE INCLUDED WITH THE BID UNIT PRICE FOR ITEM 614 - LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN. PROJECT SUMMARY THIS PROJECT WILL CONSTRUCT NEW WATER MAIN ADJACENT TO RIVERSIDE DRIVE AND BRIGHT ROAD (CUL-DE-SAC TO GRANDEE CLIFFS DRIVE). ALL TRAFFIC LANES SHALL BE OPEN TO TRAFFIC BETWEEN 3:30PM AND 7:00AM MONDAY THROUGH FRIDAY ON RIVERSIDE DRIVE UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE ENGINEER. TWO-WAY, ONE-LANE TRAFFIC MAY BE MAINTAINED DURING CONSTRUCTION OPERATIONS ON BRIGHT ROAD PER FIGURE 6H-10 (TA-10) OF OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (OMUTCD). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE TRANSITION OF TRAFFIC BETWEEN MOT OPERATIONS. A TEMPORARY DIVERSION SHALL BE PROVIDED AND MAINTAINED IN GOOD CONDITION ON RIVERSIDE DRIVE AND BRIGHT ROAD DRIVE DURING THE PERIOD OF WORK. ALL SUCH DIVERSIONS SHALL BE IN ACCORDANCE WITH THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (OMUTCD). LABOR MATERIAL, EQUIPMENT, AND INCIDENTALS TO COMPLETE THIS WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN. FOR CONSTRUCTION OF THE WATERLINE ALONG THE EAST SIDE OF RIVERSIDE DRIVE (SR 257), THE CONTRACTOR MAY CLOSE THE CURBSIDE NORTHBOUND LANE ON RIVERSIDE DRIVE (SR 257) UTILIZING CITY OF COLUMBUS STANDARD DRAWINGS 1510 AND 1520. ALL LANE CLOSURES SHALL BE REOPENED BY 3:30PM, MONDAY THROUGH FRIDAY. FOR INSTALLATION OF THE 3" SCHEDULE 80 SLEEVES CROSSING RIVERSIDE DRIVE (SR 257), THE CONTRACTOR SHALL CLOSE THE CURBSIDE LANE IN EACH DIRECTION UTILIZING CITY OF COLUMBUS STANDARD DRAWINGS 1510 AND 1520. 8 24 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CMOT000.dwg, 5/20/2022 12:57:26 PM, mcouvreur EX ASPHALT DRIVEMB MB MB MB MB MB273-011149-00 DAVID HAIMBAUGH 0 BRIGHT RD IN. 200112260301047 IN. 200302270057975 3.549 ACRES 273-008674-00 BARBARA A. BROWN 4396 BRIGHT RD OR 3755 D-02 2.093 ACRES 273-008618-00 DAVID HAIMBAUGH 4338 BRIGHT RD IN. 200112260301047 PARCEL 1 10.734 ACRES (RESIDUAL) 273-008728-00 JANET C. PIPIC 4355 BRIGHT RD IN. 200601230013783 0.590 ACRES 273-008729-00 SHARON L. HUBER & JUDITH E. LONG 4345 BRIGHT RD IN. 199903010051331 0.570 ACRES 273-008800-00 GARY L. WENNEKER & KATHY ANN EVANS-DYER 4333 BRIGHT RD IN. 200207090168516 0.737 ACRES 273-008382-00 GREGORY BROWN 4321 BRIGHT RD IN. 200412200287029 0.803 ACRES ⅊⅊ ⅊ ⅊ #4355 F.F.=867.23 F.F. GARAGE=865.57 #4345 F.F.=867.70 F.F. GARAGE=865.16 #4333 F.F.=865.04 F.F. GARAGE=860.16 #4396 FF=862.40 FF GARAGE=860.65 ⅊ ⅊ BRIGHT ROAD (R/W V A R I E S )GRANDEE CLIFFS DRIVE (50' R/W)W W W W WW W W W W W W W W W W WWWWWWWWWWWBRIGHT ROAD (R/W VARIES) 8' TYP. 10' MIN. 50'100'100' 100' 100' EX. R/W EX. R/W EX. R/WEX. R/WEX. R/W EX. R/W EX. R/W EX. R/WEX. R/WEX. R/W 100'100'100'ABCABCEX ASPHALT DRIVEMB MB MB MB MB MB273-011149-00 DAVID HAIMBAUGH 0 BRIGHT RD IN. 200112260301047 IN. 200302270057975 3.549 ACRES 273-008674-00 BARBARA A. BROWN 4396 BRIGHT RD OR 3755 D-02 2.093 ACRES 273-008618-00 DAVID HAIMBAUGH 4338 BRIGHT RD IN. 200112260301047 PARCEL 1 10.734 ACRES (RESIDUAL) 273-008728-00 JANET C. PIPIC 4355 BRIGHT RD IN. 200601230013783 0.590 ACRES 273-008729-00 SHARON L. HUBER & JUDITH E. LONG 4345 BRIGHT RD IN. 199903010051331 0.570 ACRES 273-008800-00 GARY L. WENNEKER & KATHY ANN EVANS-DYER 4333 BRIGHT RD IN. 200207090168516 0.737 ACRES 273-008382-00 GREGORY BROWN 4321 BRIGHT RD IN. 200412200287029 0.803 ACRES ⅊ ⅊ ⅊ #4355 F.F.=867.23 F.F. GARAGE=865.57 #4345 F.F.=867.70 F.F. GARAGE=865.16 #4333 F.F.=865.04 F.F. GARAGE=860.16 #4396 FF=862.40 FF GARAGE=860.65 ⅊ ⅊ BRIGHT ROAD (R/W V A R I E S )GRANDEE CLIFFS DRIVE (50' R/W)BRIGHT ROAD (R/W VARIES) EX. R/W EX. R/WEX. R/WEX. R/W EX. R/W EX. R/W EX. R/WEX. R/WEX. R/W 100' 100' 100' 100'BAC50'100' 100'100'ACB10 ' MI N . 40' TYP.8'TYP.100'100'100'B A C DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE0601530MAINTENANCE OF TRAFFIC PLAN9 24 PHASE 1 PHASE 2 LEGEND TRAFFIC DRUM DETAIL TYPICAL SPACING: 8' RADII 10' TAPERS 40' TANGENTS SIGN DRUM WORK AREA AHEAD ROAD WORK A W20-1-36 FLAGGER AHEAD ONE LANE ROAD B W20-4-36 AHEAD FLAGGER C W20-1-36 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CMOT_PLAN000.dwg, 5/20/2022 12:57:40 PM, mcouvreur DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALENOT TO SCALEEROSION CONTROL NOTESPROJECT DATA PROJECT DESCRIPTION THE PROJECT WILL INCLUDE THE INSTALLATION OF APPROXIMATELY 1,070 LF OF 12" WATER LINE; 1,610 LF OF 8" WATER LINE AND 73 LF OF 6" WATER LINE, INCLUDING HYDRANTS AND APPURTENANCES, ALONG RIVERSIDE DRIVE AND BRIGHT ROAD. LATITUDE:N 40°06'50.57" LONGITUDE:W 83°06'35.32" ESTIMATED CONSTRUCTION DATES:06/01/2022 - 12/01/2022 TOTAL SITE AREA:1.27 ACRES TOTAL DISTURBED AREA:1.27 ACRES PROPOSED IMPERVIOUS AREA: 0.00 ACRES INCREASE IN IMPERVIOUS AREA: 0% PRE-CONSTRUCTION RUNOFF COEFFICIENT : C=0.60 POST-CONSTRUCTION RUNOFF COEFFICIENT: C=0.60 RECEIVING WATER: BILLINGSLEY CREEK TO THE SCIOTO RIVER MUNICIPAL SEPARATED STORM SEWER TO THE SCIOTO RIVER EXISTING SITE CONDITION:SINGLE FAMILY RESIDENTIAL, AGRICULTURE SOILS: Ble1B1 - BLOUNT SILT LOAM, END MORAINE, 2 TO 4 PERCENT SLOPES CeB - CELINA SILT LOAM, 2 TO 6 PERCENT SLOPES CrB - CROSBY SILT LOAM, SOUTHERN OHIO TILL PLAIN, 2 TO 6 PERCENT SLOPES Gwd5C2 - GLYNWOOD CLAY LOAM, 6 TO 12 PERCENT SLOPES, ERODED Gwe5B2 - GLYNWOOD CLAY LOAM, END MORAINE, 2 TO 6 PERCENT SLOPES, ERODED Ko - KOKOMO SILTY CLAY LOAM, 0 TO 2 PERCENT SLOPE MkB - MIAMIAN SILT LOAM, 2 TO 6 PERCENT SLOPES MlC2 - MIAMIAN SILTY CLAY LOAM, 6 TO 12 PERCENT SLOPES, ERODED CONSTRUCTION SEQUENCE TO COMPLETE THE EXCAVATION AND CONSTRUCTION OF THE PROPOSED JOB IMPROVEMENTS, COORDINATION OF THE CONTRACTOR'S WORK CREWS WILL BE REQUIRED. THE EXISTING DITCHES WILL PERFORM TEMPORARY SEDIMENT CONTROL AND STORAGE DURING THE PROPOSED CONSTRUCTION. WORK WILL GENERALLY PROCEED FROM DOWNSTREAM TO UPSTREAM IN THESE WORK AREAS. THE GENERAL CONSTRUCTION SEQUENCE IS AS FOLLOWS: A)INSTALL EROSION CONTROL ITEMS. B)STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL THROUGH THE INCREMENTAL WORK AREA. C)INSTALL TEMPORARY DITCH CHECKS IN DOWNSTREAM END OF EXISTING DITCH WITHIN 24 HOURS FOLLOWING THE STRIPPING OPERATION. D)IF U/G PIPE IS CALLED FOR IN THIS PORTION OF WORK AREA, PIPE CREW WILL INSTALL PIPE . E)AS PIPE INSTALLATION PROGRESSES, REPAIR OF THE ROADWAY WILL PROCEED BEHIND IT. F)ANY DISTURBED OR EXPOSED AREAS SHALL BE STABILIZED PER OEPA TEMPORARY AND PERMANENT STABILIZATION REGULATIONS INCLUDING: 1.SEEDING 2.DITCH MATTING 3.INLET PROTECTION 4.MULCHING 5.WATERING EMERGENCY ACTION & SPILL PREVENTION PLAN THE SCOPE OF WORK COVERED BY THIS PLAN INCLUDES EMERGENCY RESPONSE TO SPILLS, CONTAINMENT OF SPILLED LIQUIDS, EMERGENCY NOTIFICATION NUMBERS, AND SOIL EXCAVATION FOR SPILL CLEAN-UP. IN THE EVENT OF A SPILL EVENT THE EMPLOYEE SHALL ASSESS THE SPILL AND IMMEDIATELY NOTIFY THE SAFETY OFFICER AND SUPERVISOR IN CHARGE, AND THE CITY ENGINEER. IMMEDIATELY AFTER NOTIFICATION, THE EMPLOYEE WILL BE DIRECTED BY THE SAFETY OFFICER, OR RESPONSIBLE PARTY TO START CONTAINMENT PROCEDURES TO PREVENT THE MATERIAL FROM REACHING THE STORM SEWERS, DRAINAGE DITCH, AND OTHER OUTLETS USING THE FOLLOWING ACTIONS OR ANY OTHER MEANS NECESSARY WITHOUT COMPROMISING WORKER SAFETY: 1) CLEAR PERSONNEL FROM THE SPILL AREA AND ROPE OFF AREA. 2) STOP THE SPILL. 3) USE SORBENT MATERIALS, PLUG PUTTY, OR HOLE PUTTY AS NECESSARY TO CONTROL THE SPILL AT THE SOURCE. 4) CONSTRUCT A TEMPORARY CONTAINMENT DIKE OF SORBENT MATERIALS OR DIRT TO CONTAIN SPILL. SPILL KITS WILL BE LOCATED ON THE PROJECT AS DESIGNATED ON THE SWPPP PLAN. UPON COMPLETION OF CONTAINMENT OPERATIONS, PROPER CLEAN-UP PROCEDURES WILL BE IMPLEMENTED IN ACCORDANCE WITH REGULATORY PROCEDURES. ADDITIONAL EMERGENCY CONTACT NUMBERS: 24 HOUR PHONE NO.: OHIO EPA 614-728-3898 GENERAL NOTES THE CONTRACTOR SHALL INFORM ALL SUBCONTRACTORS OF THE REQUIREMENTS AND RESPONSIBILITIES OF THE SWPPP AND SHALL DOCUMENT ALL SUCH NOTIFICATIONS AND/OR DISCUSSIONS. THE CONTRACTOR WILL BE REQUIRED TO PARTICIPATE IN SEDIMENT AND EROSION CONTROL INSPECTIONS ON A WEEKLY BASIS AND SIGN AN APPROVED INSPECTION SHEET THAT SHALL BE KEPT ON FILE AT THE JOB SITE. UNLESS OTHERWISE NOTED, STANDARDS AND SPECIFICATIONS ESTABLISHED IN THE LATEST EDITION OF THE ODNR "RAINWATER AND LAND DEVELOPMENT" HANDBOOK SHALL GOVERN THE EROSION AND SEDIMENT CONTROL INSTALLATIONS SPECIFIED ON THIS PLAN. THIS PROJECT WILL INVOLVE SEVERAL CONSTRUCTION PHASES AND SEQUENCING THROUGHOUT ITS LIFETIME. IT IS VERY IMPORTANT THAT ALL TEMPORARY SEDIMENT AND EROSION CONTROL (S&EC) FIELD METHODS ALONG WITH THIS PLAN, ARE UPDATED TO REFLECT THE ACTUAL FIELD CONDITIONS, CURRENT WEATHER CONDITIONS AND SITE GRADE CHANGES. THE CITY ENGINEER OR THE OHIO EPA CAN AND WILL MODIFY THIS PLAN AS NECESSARY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENSURE THE IMMEDIATE AVAILABILITY OF THE TEMPORARY EROSION AND SEDIMENT CONTROL PLAN ON-SITE. THE CONTRACTOR SHALL ALSO BE SOLELY RESPONSIBLE TO PERFORM ALL UPDATES AND ADJUSTMENTS TO THE TEMPORARY EROSION AND SEDIMENT CONTROL PLAN. THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE WATER LEAVES THE PROJECT, INCLUDING WATERWAYS, OVERLAND SHEET FLOW, AND STORM SEWERS, WHETHER SPECIFICALLY SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES CONSISTENT WITH EROSION CONTROL PRACTICES. THE CONTRACTOR SHALL REMOVE EXISTING GROUND COVER ONLY AS NECESSARY FOR THE PROJECT PHASE CURRENTLY UNDER CONSTRUCTION. REMOVE ONLY THE TREES, SHRUBS, AND GRASSES THAT MUST BE REMOVED TO PERMIT ACTUAL CONSTRUCTION. PROTECT THE REMAINING TO PRESERVE THEIR AESTHETIC AND EROSION CONTROL VALUE. FINAL GRADING WILL BE CONSISTENT WITH PRECONSTRUCTION TOPOGRAPHY TO MAINTAIN DRAINAGE AND AESTHETICS. CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE PROPERLY DISPOSED OF ACCORDING TO OHIO EPA REQUIREMENTS. BACKFILL TRENCHES IMMEDIATELY AFTER USE. SEED AND MULCH TRENCH AREA WITHIN 7 DAYS AFTER AREA OF SECTION HAS BEEN OPENED. THE CONTRACTOR WILL BE REQUIRED TO BUILD SEDIMENT BASINS OR SEDIMENT TRAPS OR USE EQUAL METHODS TO DETAIN AND CLEAN WATER TO ACCEPTABLE EPA STANDARDS BEFORE RELEASING THE WATER BACK INTO THE STREAM. THERE SHALL BE NO TURBID DISCHARGES TO SURFACE WATERS, RESULTING FROM DEWATERING ACTIVITIES. SEDIMENT-LADEN WATER MUST PASS THROUGH A SETTLING POND, FILTER BAG, OR OTHER COMPARABLE PRACTICE, PRIOR TO DISCHARGE. ALL WATER PRODUCED FROM CLEANING AND DEWATERING OPERATIONS, WHETHER SPECIFICALLY FROM TRENCH DEWATERING OPERATIONS OR FROM MORE EXTENSIVE DEWATERING OPERATIONS, SHALL BE DISCHARGED IN SUCH A MANNER AS TO ELIMINATE EROSION FROM SUCH DISCHARGE. NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORM WATER RUNOFF. ALL PROCESS WASTEWATER (EQUIPMENT WASHING, LEACHATE FROM ON-SITE WASTE DISPOSAL, ETC.) SHALL BE COLLECTED AND DISPOSED OF AT A PUBLICLY OWNED TREATMENT WORKS. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH ALL LOCAL EROSION/SEDIMENT CONTROL, WASTE DISPOSAL, SANITARY AND HEALTH REGULATIONS. SETTLING FACILITIES, SEDIMENT FILTERS, PERIMETER CONTROLS, AND OTHER PRACTICES INTENDED TO TRAP SEDIMENT SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING OR CONSTRUCTION AND WITHIN 7 DAYS FROM THE START OF GRUBBING. THEY SHALL CONTINUE TO FUNCTION UNTIL THE UPSLOPE DEVELOPMENT AREA IS RESTABILIZED. ALL STORM SEWER INLETS WHICH ACCEPT WATER RUNOFF FROM THE PROJECT AREA SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE STORM SEWER SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT, UNLESS THE STORM SEWER SYSTEM DRAINS TO A SETTLING FACILITY. THESE CONTROLS SHALL BE SELECTED AND LOCATED AS INDICATED IN THE PLANS AND AS DIRECTED BY THE CITY ENGINEER. OTHER EROSION CONTROL ITEMS MAY BE NECESSARY DUE TO ENVIRONMENTAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND IMPLEMENTATION OF ADDITIONAL EROSION CONTROL ITEMS, AT THE ENGINEER'S DISCRETION. WORKING IN OR CROSSING STREAMS, INCLUDING BED AND BANKS, SHALL BE BE RESTABILIZED IMMEDIATELY AFTER IN-CHANNEL WORK IS COMPLETED, INTERRUPTED, OR STOPPED. TO THE EXTENT PRACTICAL, CONSTRUCTION VEHICLES SHALL BE KEPT OUT OF STREAMS. WHERE IN-CHANNEL WORK IS NECESSARY, PRECAUTIONS SHALL BE TAKEN TO STABILIZE THE WORK AREA DURING CONSTRUCTION TO MINIMIZE EROSION. WHERE A STREAM MUST BE CROSSED BY CONSTRUCTION VEHICLES REGULARLY DURING CONSTRUCTION, A TEMPORARY CULVERT SHALL BE PROVIDED. ALL DENUDED AREAS, INCLUDING STOCKPILED TOPSOIL AND EXCAVATED MATERIAL ARE TO BE PROTECTED THROUGH THE USE OF TEMPORARY SEEDING, OR COVERED WITH STRAW MULCH. NO SOIL, ROCK, DEBRIS, OR ANY OTHER MATERIAL SHALL BE DUMPED OR PLACED INTO A WATER RESOURCE OR INTO SUCH PROXIMITY THAT IT MAY READILY SLOUGH, SLIP, OR ERODE INTO A WATER RESOURCE UNLESS SUCH DUMPING OR PLACING IS AUTHORIZED BY THE CITY ENGINEER. UNSTABLE SOILS PRONE TO SLIPPING OR LANDSLIDING SHALL NOT BE GRADED, EXCAVATED, FILLED, OR HAVE LOADS IMPOSED UPON THEM UNLESS THE WORK IS DONE IN ACCORDANCE WITH A QUALIFIED PROFESSIONAL ENGINEER'S RECOMMENDATIONS TO CORRECT, ELIMINATE, OR ADEQUATELY ADDRESS THE PROBLEMS. IT IS PREFERRED TO USE PERMANENT EROSION CONTROL ITEMS AS SHOWN IN THE PLANS TO CONTROL CONSTRUCTION POLLUTION WHEN POSSIBLE. OTHERWISE, THE TEMPORARY POLLUTION PREVENTION ITEMS ARE TO BE USED. MOST TEMPORARY S&EC METHODS, INCLUDING BUT NOT LIMITED TO, SILT FENCE AND DITCH CHECKS MAY ALL HAVE TO BE PERIODICALLY REMOVED AND REPLACED, OR MOVED FROM THE EXISTING ROAD DITCH OR STRIPPED AREAS AS WORK PROGRESSES. ANY CHANGES SHALL BE NOTED IN THE PLAN BY RED LINE AND DATED ON A CORRECTIVE ACTION LOG. ALL TEMPORARY SEDIMENT CONTROLS AND STORM WATER QUALITY METHODS WILL BE BUILT/lNSTALLED AS THE PROJECT PROGRESSES TO ELIMINATE UNNECESSARY DISTURBANCE AND REDUNDANCY. ALL TEMPORARY CONTROLS SHALL BE IN PLACE AND FUNCTIONING PROPERLY WHEN THREATENING WEATHER IS IMMINENT. "TEMPORARY STABILIZATION" MEANS THE ESTABLISHMENT OF TEMPORARY VEGETATION, MULCHING, GEOTEXTILES, SOD, PRESERVATION OF EXISTING VEGETATION AND OTHER TECHNIQUES CAPABLE OF QUICKLY ESTABLISHING COVER OVER DISTURBED AREAS TO PROVIDE EROSION CONTROL BETWEEN CONSTRUCTION OPERATIONS. "PERMANENT STABILIZATION" MEANS THE ESTABLISHMENT OF PERMANENT VEGETATION, DECORATIVE LANDSCAPE MULCHING, MATTING, SOD, RIP RAP AND LANDSCAPING TECHNIQUES TO PROVIDE PERMANENT EROSION CONTROL ON AREAS WHERE CONSTRUCTION OPERATIONS ARE COMPLETE OR WHERE NO FURTHER DISTURBANCE IS EXPECTED FOR AT LEAST A YEAR. OFF-SITE TRACKING OF SEDIMENTS SHALL BE MINIMIZED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. ALL PAVED STREETS ADJACENT TO THE SITE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARP. PROHIBITED CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL NOT USE CONSTRUCTION PROCEDURES, ACTIVITIES, OR OPERATIONS THAT MAY UNNECESSARILY IMPACT THE NATURAL ENVIRONMENT OR THE PUBLIC HEALTH AND SAFETY. PROHIBITED CONSTRUCTION PROCEDURES, ACTIVITIES, OR OPERATIONS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1.PUMPING OF SEDIMENT LADEN WATER FROM TRENCHES OR OTHER EXCAVATIONS INTO ANY SURFACE WATERS, ANY STREAM CORRIDORS, ANY WETLANDS, OR STORM DRAINS. 2.DISCHARGING POLLUTANTS SUCH AS CHEMICALS, FUELS, LUBRICANTS, BITUMINOUS MATERIALS, RAW SEWAGE, AND/OR ANY OTHER HARMFUL WASTER, INTO OR ALONGSIDE OF RIVERS, STREAMS, IMPOUNDMENTS, OR INTO NATURAL OR MAN-MADE CHANNELS LEADING THERETO. 3.DAMAGING VEGETATION OUTSIDE OF THE CONSTRUCTION AREA. STABILIZATION PRACTICES PERMANENT SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SET FORTH IN PART II.B OF OHIO EPA PERMIT NO.: OHC000005. (SEE TABLE 1) ALL TEMPORARY EROSION AND SEDIMENT CONTROL INSTALLATIONS SHALL BE REMOVED WHEN 70% VEGETATION HAS BEEN REACHED. TABLE 1: PERMANENT STABILIZATION AREA REQUIRING PERMANENT STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS ANY AREAS THAT WILL LIE DORMANT FOR ONE YEAR OR MORE WITHIN SEVEN DAYS OF THE MOST RECENT DISTURBANCE ANY AREAS WITHIN 50 FEET OF A SURFACE WATER OF THE STATE AND AT FINAL GRADE WITHIN TWO DAYS OF REACHING FINAL GRADE ANY OTHER AREAS AT FINAL GRADE WITHIN SEVEN DAYS OF REACHING FINAL GRADE WITHIN THAT AREA TEMPORARY SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SET FORTH IN PART II.B OF OHIO EPA PERMIT NO.: OHC000005. (SEE TABLE 2) TABLE 2: TEMPORARY STABILIZATION AREA REQUIRING TEMPORARY STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS ANY DISTURBED AREAS WITH 50 FEET OF A SURFACE WATER OF THE STATE AND NOT AT FINAL GRADE WITHIN TWO DAYS OF THE MOST RECENT DISTURBANCE IF THE AREA WILL REMAIN IDLE FOR MORE THAN 14 DAYS FOR ALL CONSTRUCTION ACTIVITIES, ANY DISTURBED AREAS THAT WILL BE DORMANT FOR MORE THAN 14 DAYS BUT LESS THAN ONE YEAR, AND NOT WITHIN 50 FEET OF A SURFACE WATER OF THE STATE WITHIN SEVEN DAYS OF THE MOST RECENT DISTURBANCE WITHIN THE AREA FOR RESIDENTIAL SUBDIVISIONS, DISTURBED AREAS MUST BE STABILIZED AT LEAST SEVEN DAYS PRIOR TO TRANSFER OF PERMIT COVERAGE FOR THE INDIVIDUAL LOT(S). DISTURBED AREAS THAT WILL BE IDLE OVER WINTER PRIOR TO THE ONSET OF WINTER WEATHER 10 24 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CERO_NOTES000.dwg, 5/20/2022 12:57:46 PM, mcouvreur DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALESEEDING & MULCHING MULCH AND/OR OTHER APPROPRIATE VEGETATIVE PRACTICES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 7 DAYS OF GRADING IF THE AREA IS TO REMAIN DORMANT (UNDISTURBED) FOR MORE THAN 14 DAYS OR ON AREAS AND PORTIONS OF THE SITE WHICH CAN BE BROUGHT TO FINAL GRADE. MULCH SHALL CONSIST OF UNROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 3 TONS/AC. OR 138 LB./1000 SQ. FT. (TWO TO THREE BALES). THE STRAW MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THE SOIL SURFACE IS COVERED. FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1000-SQ.-FT. SECTIONS AND PLACE THREE 45-LB. BALES OF STRAW IN EACH SECTION. MULCH SHALL BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR RUNOFF. THE FOLLOWING ARE ACCEPTABLE METHODS FOR ANCHORING MULCH: 1)MECHANICAL-USE A DISK, CRIMPER, OR SIMILAR TYPE TOOL SET STRAIGHT TO PUNCH OR ANCHOR THE MULCH MATERIAL INTO THE SOIL. STRAW MECHANICALLY ANCHORED SHALL NOT BE FINELY CHOPPED BUT BE LEFT GENERALLY LONGER THAN 6 IN. 2)ASPHALT EMULSION-FOR STRAW MULCH, APPLY AT THE RATE OF 160 GAL./AC. (0.1 GAL./SY) INTO THE MULCH AS IT IS BEING APPLIED OR AS RECOMMENDED BY THE MANUFACTURE. 3)SYNTHETIC BINDERS-FOR STRAW MULCH, SYNTHETIC BINDERS SUCH AS ACRYLIC DLR (AGRI-TAC), DCA-70, PETROSET, TERRA TACK OR EQUAL MAY BE USED AT RATES RECOMMENDED BY THE MANUFACTURER. STOCKPILE SILT FENCING SHALL BE INSTALLED AROUND TEMPORARY SPOIL STOCKPILES. THESE STOCKPILES SHALL BE STRAW MULCHED AND/OR TEMPORARILY SEEDED WITHIN 7 WORKING DAYS IF LEFT DORMANT FOR 14 DAYS OR LONGER. TIMING OF CONTROLS/MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, CONSTRUCTION ENTRANCE(S) AND SILT FENCE WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. SEDIMENT CONTROL DEVICES SHALL BE IMPLEMENTED FOR ALL AREAS REMAINING DISTURBED LONGER THAN 14 DAYS AND/OR WITHIN 7 DAYS OF ANY GRUBBING ACTIVITIES. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 14 DAYS WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 2 DAYS OF THE LAST DISTURBANCE IF THE AREA IS WITHIN 50 FEET OF A STREAM, AND WITHIN 7 DAYS OF THE LAST DISTURBANCE IF THE AREA IS MORE THAN 50 FEET AWAY FROM A STREAM. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE BASIN. INSPECTIONS ALL BMPS ON THIS SITE SHALL BE INSPECTED BY THE CONTRACTOR OR DESIGNATED REPRESENTATIVE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER A RAIN EVENT OF 0.5 INCHES PER 24 HOUR PERIOD. A RECORD OF THESE INSPECTIONS SHALL BE MAINTAINED IN THE CONSTRUCTION OFFICE WITH THE SWPPP FOR PUBLIC VIEWING. ANY VIOLATIONS WILL BE REPORTED THROUGH THE PROJECT PERSONNEL. A RAIN GAUGE WILL BE LOCATED WITHIN THE PROJECT LIMITS. FOLLOWING EACH INSPECTION, A CHECKLIST MUST BE COMPLETED AND SIGNED BY THE QUALIFIED INSPECTION PERSONNEL REPRESENTATIVE. AT A MINIMUM, THE INSPECTION REPORT SHALL INCLUDE: 1.THE INSPECTION DATE; 2.NAMES, TITLES, AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION; 3.WEATHER INFORMATION FOR THE PERIOD SINCE THE LAST INSPECTION (OR SINCE COMMENCEMENT OF CONSTRUCTION ACTIVITY IF THE FIRST INSPECTION) INCLUDING A BEST ESTIMATE OF THE BEGINNING OF EACH STORM EVENT, DURATION OF EACH STORM EVENT, APPROXIMATE AMOUNT OF RAINFALL FOR EACH STORM EVENT (IN INCHES), AND WHETHER ANY DISCHARGES OCCURRED; 4.WEATHER INFORMATION AND A DESCRIPTION OF ANY DISCHARGES OCCURRING AT THE TIME OF THE INSPECTION; 5.LOCATION(S) OF DISCHARGES OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE; 6.LOCATION(S) OF BMPS THAT NEED TO BE MAINTAINED; 7.LOCATION(S) OF BMPS THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE FOR A PARTICULAR LOCATION; 8.LOCATION(S) WHERE ADDITIONAL BMPS ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTION; AND 9.CORRECTIVE ACTION REQUIRED INCLUDING ANY CHANGES TO THE SWP3 NECESSARY AND IMPLEMENTATION DATES. MAINTENANCE THE CONTRACTOR SHALL MAINTAIN, REPAIR, OR REPLACE ALL EROSION CONTROL INSTALLATIONS AS NEEDED TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL REPAIRS TO BMPS SHALL BE MADE WITHIN 3 DAYS (OR SOONER IF POSSIBLE) OF NOTIFICATION OF DEFICIENCIES. IF THE CORRECTIONS ARE NOT MADE WITHIN THE 3 DAY PERIOD, LIQUIDATED DAMAGES MAY BE ASSESSED AS PER DUBLIN 108.07. ONGOING INSPECTION OF INSTALLATIONS WILL BE PERFORMED BY THE CONTRACTOR OR DESIGNATED REPRESENTATIVE. ANY TRAPPED SEDIMENT OR DEBRIS REMOVED DURING CLEANING OF OR REMOVAL OF BMP INSTALLATIONS SHALL BE PLACED IN AREAS NOT SUBJECT TO EROSION AND PERMANENTLY STABILIZED. DUST CONTROL DUST CONTROL INVOLVES PREVENTING OR REDUCING DUST FROM EXPOSED SOILS OR OTHER SOURCES DURING LAND DISTURBING, DEMOLITION AND CONSTRUCTION ACTIVITIES TO REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. THE FOLLOWING SPECIFICATIONS FOR DUST CONTROL SHALL BE FOLLOWED ONSITE: 1.VEGETATIVE COVER AND/MULCH - APPLY TEMPORARY OR PERMANENT SEEDING AND MULCH TO AREAS THAT WILL REMAIN IDLE FOR OVER 14 DAYS. SAVING EXISTING TREES AND LARGE SHRUBS WILL ALSO REDUCE SOIL AND AIR MOVEMENT ACROSS DISTURBED AREAS. SEE TEMPORARY SEEDING; PERMANENT SEEDING; MULCHING PRACTICES; AND TREE AND NATURAL AREA PROTECTION PRACTICES. 2.WATERING - SPRAY SITE WITH WATER UNTIL THE SURFACE IS WET BEFORE AND DURING GRADING AND REPEAT AS NEEDED, ESPECIALLY ON HAUL ROADS AND OTHER HEAVY TRAFFIC ROUTES. WATERING SHALL BE DONE AT A RATE THAT PREVENTS DUST BUT DOES NOT CAUSE SOIL EROSION. WETTING AGENTS SHALL BE UTILIZED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 3.SPRAY-ON ADHESIVES - APPLY ADHESIVE ACCORDING TO THE FOLLOWING TABLE OR MANUFACTURERS' INSTRUCTIONS. STABILIZATION TYPE J F M A M J J A S O N D PERMANENT SEEDING ●●●***●●* IRRIGATION NEEDED DORMANT SEEDING ●●●●●●** IRRIGATION NEEDED FOR 2-3 WEEKS AFTER SOD IS APPLIEDTEMPORARY SEEDING ●●●***●● SODDING ************** MULCHING ●●●●●●●●●●●● ROCK CHECK DAM DETAIL N.T.S. CROSS SECTION PROFILE 6" MIN 3' MAX POSITIVE S L O P E POSI T I V E S L O P E LOW CENTER SECTION MUST CAUSE FLOW OVER, NOT AROUND, CHECK DAM FLOW NOTES: 1.THE CHECK DAM SHALL BE CONSTRUCTED OF 4-8 INCH DIAMETER STONE, PLACED SO THAT IT COMPLETELY COVERS THE WIDTH OF THE CHANNEL. ODOT TYPE D STONE IS ACCEPTABLE, BUT SHOULD BE UNDERLAIN WITH SUITABLE FILTER FABRIC. 2.MAXIMUM HEIGHT OF CHECK DAM SHALL NOT EXCEED 3.0 FEET. 3.THE MIDPOINT OF THE ROCK CHECK DAM SHALL BE A MINIMUM OF 6 INCHES LOWER THAN THE SIDES IN ORDER TO DIRECT ACROSS THE CENTER AND AWAY FROM THE CHANNEL SIDES. 4.THE BASE OF THE CHECK DAM SHALL BE ENTRENCHED APPROXIMATELY 6 INCHES. 5.SPACING OF CHECK DAMS SHALL BE IN A MANNER SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 6.A SPLASH APRON SHALL BE CONSTRUCTED WHERE CHECK DAMS ARE EXPECTED TO BE IN USE FOR AN EXTENDED PERIOD OF TIME, A STONE APRON SHALL BE CONSTRUCTED IMMEDIATELY DOWNSTREAM OF THE CHECK DAM TO PREVENT FLOWS FROM UNDERCUTTING THE STRUCTURE. THE APRON SHOULD BE 6 IN. THICK AND ITS LENGTH TWO TIMES THE HEIGHT OF THE DAM. 7.STONE PLACEMENT SHALL BE PERFORMED EITHER BY HAND OR MECHANICALLY AS LONG AS THE CENTER OF CHECK DAM IS LOWER THAN THE SIDES AND EXTENDS ACROSS ENTIRE CHANNEL. 8.SIDE SLOPES SHALL BE A MINIMUM OF 2:1. MAINTENANCE 9.SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAM ONCE IT ACCUMULATES TO ONE-HALF THE ORIGINAL HEIGHT OF THE CHECK DAM. 4"-8" ROCK APRON FLOW 12" MIN 3"-4" SECTION NOTES: 1.MATERIALS – COMPOST USED FOR FILTER SOCKS SHALL BE WEED, PATHOGEN AND INSECT FREE AND FREE OF ANY REFUSE, CONTAMINANTS OR OTHER MATERIALS TOXIC TO PLANT GROWTH. THEY SHALL BE DERIVED FROM A WELL-DECOMPOSED SOURCE OF ORGANIC MATTER AND CONSIST OF A PARTICLES RANGING FROM 3/8" TO 2". 2.FILTER SOCKS SHALL BE 3 OR 5 MIL CONTINUOUS, TUBULAR, HDPE 3/8" KNITTED MESH NETTING MATERIAL, FILLED WITH COMPOST PASSING THE ABOVE SPECIFICATIONS FOR COMPOST PRODUCTS. INSTALLATION: 3.FILTER SOCKS WILL BE PLACED ON A LEVEL LINE ACROSS SLOPES, GENERALLY PARALLEL TO THE BASE OF THE SLOPE OR OTHER AFFECTED AREA. ON SLOPES APPROACHING 2:1, ADDITIONAL SOCKS SHALL BE PROVIDED AT THE TOP AND AS NEEDED MIDSLOPE. 4.FILTER SOCKS INTENDED TO BE LEFT AS A PERMANENT FILTER OR PART OF THE NATURAL LANDSCAPE, SHALL BE SEEDED AT THE TIME OF INSTALLATION FOR ESTABLISHMENT OF PERMANENT VEGETATION. 5.FILTER SOCKS ARE NOT TO BE USED IN CONCENTRATED FLOW SITUATIONS OR IN RUNOFF CHANNELS. MAINTENANCE: 6.ROUTINELY INSPECT FILTER SOCKS AFTER EACH SIGNIFICANT RAIN, MAINTAINING FILTER SOCKS IN A FUNCTIONAL CONDITION AT ALL TIMES. 7.REMOVE SEDIMENTS COLLECTED AT THE BASE OF THE FILTER SOCKS WHEN THEY REACH 1/3 OF THE EXPOSED HEIGHT OF THE PRACTICE. 8.WHERE THE FILTER SOCK DETERIORATES OR FAILS, IT WILL BE REPAIRED OR REPLACED WITH A MORE EFFECTIVE ALTERNATIVE. 9.REMOVAL – FILTER SOCKS WILL BE DISPERSED ON SITE WHEN NO LONGER REQUIRED IN SUCH AS WAY AS TO FACILITATE AND NOT OBSTRUCT SEEDINGS 2"X2" WOODEN STAKE 12" Ø FILTER SOCK FILTER SOCK DETAIL N.T.S.NOT TO SCALEEROSION CONTROL NOTES AND DETAILSTEMPORARY SEEDING & MULCHING FOR EROSION CONTROL SEED TYPE PER 1,000 SQ FT PER ACRE PERENNIAL RYEGRASS TALL FESCUE ANNUAL RYEGRASS 1 POUND 1 POUND 1 POUND 40 POUNDS 40 POUNDS 40 POUNDS SMALL GRAIN STRAW 90 POUNDS 2 TONS FERTILIZER 6 POUNDS OF 10-10-10 OR 12-12-12 250 POUNDS OF 10-10-10 OR 12-12-12 NOTE: OTHER APPROVED SPECIES MAY BE SUBSTITUTED MECHANICAL PROPERTIES TEST METHOD UNITS MARV GRAB TENSILE STRENGTH ASTM D 4632 KN (LBS)1.62 (365) X 0.89 (200) GRAB TENSILE ELONGATION ASTM D 4632 %24 X 10 PUNCTURE STRENGTH ASTM D 4833 KN (LBS)0.40 (90) MULLEN BURST STRENGTH ASTM D 3786 KPA (PSI)3097 (450) TRAPEZOID TEAR STRENGTH ASTM D 4533 KN (LBS)0.51 (115) X 0.33 (75) UV RESISTENCE ASTM D 4355 %90 APPARENT OPENING SIZE ASTM D 4751 MM (US STD SIEVE)0.425 (40) FLOW RATE ASTM D 4491 1/MIN/M (GAL/MIN/FT )5907 (145) PERMITTIVITY ASTM D 4491 SEC 2.1-1 22 SPECIFICATIONS DANDY SACK DETAIL N.T.S. INSTALLATION: REMOVE THE GRATE FROM THE CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS, PLACE ABSORBENT PILLOW IN POUCH ON BOTTOM OF THE UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY SACK SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING STRAPS, INSERT THE GRATE INTO THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE VICINITY OF THE UNIT AFTER EACH STORM EVENT. AFTER STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO DANDY SACK. IF CONTAINMENT AREA IS MORE THAN 1 3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, SIMPLY LIFT THE UNIT USING LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS, REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION. STORM SEWER GRATE LIFT STRAPS OPTIONAL OVERFLOW PORTS DUMPING STRAPS STORM INLET 11 24 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CERO_NOTES000.dwg, 5/20/2022 12:57:54 PM, mcouvreur DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALENOT TO SCALEEROSION CONTROL DETAILSFILTER BAG DETAIL N.T.S. NOTICE THE PUMPING OR DIRECT DISCHARGE OF SEDIMENT-LADEN (MUDDY) WATER TO THE CITY'S SEWER SYSTEM OR A RECEIVING STREAM IS A VIOLATION OF OHIO EPA AND CITY OF DUBLIN REGULATIONS. ALL INLET RECEIVING FLOW FROM RUNOFF, PUMPING ACTIVITIES, OR OTHER DIRECT DISCHARGES SHALL BE FITTED WITH AN INLET PROTECTION DEVICE THAT IS PROPERLY SIZED AND SECURED TO REDUCE THE DISCHARGE OF SEDIMENT INTO THE STORM SEWER SYSTEM AND RECEIVING STREAM. INLET PROTECTION IS REQUIRED ON ALL INLETS RECEIVING DISCHARGE REGARDLESS OF WHETHER OR NOT THE INLET IS TRIBUTARY TO ANY DOWNSTREAM EROSION AND SEDIMENT CONTROLS. DISCHARGE HOSES USED DURING PUMPING ACTIVITIES SHALL BE FITTED WITH SEDIMENT BAGS THAT ARE PROPERLY SIZED PER MANUFACTURER'S RECOMMENDATIONS REGARDLESS OF WHAT OTHER SEDIMENT CONTROLS ARE IN PLACE FURTHER DOWNSTREAM. SEDIMENT BAGS MUST BE PROPERLY SECURED TO THE DISCHARGE HOSE AND PLACED OVER VEGETATED AREAS, WHERE FEASIBLE, DURING DISCHARGE. SEE DETAIL BELOW OF A TYPICAL SEDIMENT BAG INSTALLATION. SUGGESTED DISCHARGE SET-UP FOR PUMPING MUDDY WATER MUDDY WATER IN WATER PUMP FLOW PUMP DISCHARGE HOSE TIE-DOWN STRAP SEDIMENT BAG/ DE-WATERING BAG DRAIN OVER VEGETATED AREA (WHERE POSSIBLE) TREE PROTECTION DETAIL N.T.S. 5'5' NOTES: 1.PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND AND VEGETATION TO BE LEFT STANDING. 2.TREE AND NATURAL PRESERVATION AREA SHALL BE FENCED PRIOR TO BEGINNING CLEARING OPERATIONS. 3.FENCE SHALL BE PLACED AS SHOWN ON PLANS AND BEYOND THE DRIP LINE OR CANOPY OF TREES TO BE PROTECTED OR AS DIRECTED BY ENGINEER. 4.IF ANY CLEARING IS DONE AROUND SPECIMEN TREES IT SHALL BE DONE BY CUTTING AT GROUND LEVEL WITH HAND HELD TOOLS AND SHALL NOT BE GRUBBED OR PULLED OUT. NO CLEARING SHALL BE DONE IN BUFFER STRIPS OR OTHER PRESERVED FORESTED AREAS. 5.NO FILLING OR STOCKPILING OF MATERIALS SHALL OCCUR WITHIN THE TREE PROTECTION AREA, INCLUDING DEPOSITION OF SEDIMENT. 6.MINIMIZE EXCAVATION OR TRENCHING WITHIN THE DRIP LINE OF THE TREE. ROUTE TRENCHES AROUND THE DRIP LINE OF TREES AS DIRECTED BY ENGINEER. 7.ROOTS 2 INCHES OR LARGER THAT ARE SEVERED BY TRENCHING SHOULD BE SAWN OFF NEATLY IN ORDER TO ENCOURAGE NEW GROWTH AND DISCOURAGE DECAY. 8.SOIL EXCAVATED DURING TRENCHING SHALL BE PILED ON THE SIDE AWAY FROM THE TREE. 9.ROOTS SHALL BE KEPT MOIST WHILE TRENCHES ARE OPEN AND REFILLED IMMEDIATELY AFTER UTILITIES ARE INSTALLED OR REPAIRED. DRIP LINE DRIP LINE HIGH VISIBILTY PLASTIC MESH FENCING 12 24 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CERO_NOTES000.dwg, 5/20/2022 12:57:59 PM, mcouvreur 831832833833833833 833 832833834834835 831832832833834833830829831832830830 826826 827827828828829829831831 832833834825824834834833832831830829828 830831831831830831832833834837835834836837833833835839 840 835834836837839835833832830830831831832833835834833835833834EX FORCE MAINEX FORCE MAIN EX FORCE MAIN EX SANITARY MH RIM=832.77' COULD NOT OPEN EX SANITARY MH RIM=832.01' TOP OF PIPE=827.72' EX 4"CPP INV=832.88' EX INV=824.68' EX 8" CPP INV=824.33'EX 2.5' x 1.5' RCPEX INV=826.80' EX 12" CPP INV=830.15' EX 4" CPP INV=828.61'WWEX 24" SANEX 24" SANEX 24" SAN EX 24" SANEX 12" SAN(CC-12182)EX SANITARY MH RIM=832.77' INV=820.99' EX SANITARY MH RIM=832.74' INV=821.38' INV=820.91' EX SANITARY MH RIM=832.27' INV=819.87' T S WS SB S SW4" W 30" CO 18"15" T 22" 24" T T T 30" S 3"6"3"ICIC8" 8" 6" 2"6"6"6" T S 27"XXXXXUT UT UT UT UT UT UT UT UT UT UT UTUTUTUTUTUTUTUTUTUTUT UTUTUTUT UT UT UT UT UT UT UTUTUTUT XXXXXXXGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E EEEEE E E E E EEEEEE E E E E E E EEEEEEEHANNA HILLS DRIVE(50' R/W)EX. R/WEX. R/W EX. R/W 273-008652-00 MARTHA A. & HARVEY L BEAHM 7241 RIVERSIDE DR 273-008651-00 HERBERT F. & KATHLEEN L. RUOFF 7281 RIVERSIDE DR 273-008824-00 VILLAGE OF DUBLIN 0 RIVERSIDE DR DB 3675 PG 375 15.254 ACRES 273-008601-00 JOHN F. DUNNE 7394 RIVERSIDE DR 273-008662-00 DONALD TOOTLE 7364 RIVERSIDE DR IN. 201705150065291 1.0 ACRES 273-008665-00 JOHN P. & MARLENE G. DEMATTEO 7322 RIVERSIDE DR DB 3443 PG 551 1 ACRE 273-008735-00 JOSEPH E. & BETH K. CURRAN 7300 RIVERSIDE DR OR 18451 I-17 0.991 ACRES 273-008411-00 HAMDY A. HELAL & AZZA A. ELMORSY 7250 RIVERSIDE DR IN. 202103250054151 1.014 ACRES RIVERSIDE DRIVE (R/W VARIES)EX 12" WAT(00-009-CIP)(DU0316_010)EX 12" WAT (00-009-CIP) (DU0316_009)EX. R/WEX. GRAVEL DRIVEEX. GRAVEL DRIVEEX. GUARDRAIL EX. GUARDRAIL EX. R/W EX. R/WEX. C&GEX. C&GEX. E/P EX. E/P EX. ASPHALT DRIVEDRIVE EX. ASPHALT DRIVEEX. ASPHALT DRIVEEX. E/P EX. E/P ℄℄EX 2" GAS MPEX 4" GAS MP EX 4" GAS MPEX 10" PVC INV=831.29' EX SANITARY MH RIM=833.44' INV=820.47' EX 12" CPP INV=830.56' BM #1 SB-1 EX 6" SAN SERVICEEX 6" SAN SERVICEEX 6" SAN SERVICEG INV=824.31GG⅊⅊⅊⅊⅊⅊⅊SBSB-11 EX 12" CPP YDEX YARD DRAIN MB MB MB MB MB MBMBGGG GGGGW W W W WUTUTUTUT G G G 7394 RIVERSIDE DR EX 2" SANFORCEMAINEX 6" SANGGGGGCD XX X X X X X X X X X X X X X X X X X X X X TP TPTPTP TPW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W YHDWV YHDWV WV WWWWWVWVWVWV WV 273-008682-00 BRUCE E. & KITTY L. TEMPLE 7304 RIVERSIDE DR OR 29708 B-17 1.007 ACRES 273-008387-00 CHAD R. & JENNIFER M. GEYER 7348 RIVERSIDE DR IN. 201211190175805 1.101 ACRES 830828828829829830826827828828828829827828826827 826825823824822822823824825828825826830826827828829831832833830827828829825825826827826827827827825825825826826830835834834 829830831832EX.ASPHALTDRIVEEX FORCE MAIN EX FORCE MAIN EX CATCH BASINGRATE=825.32'INV N=823.67'INV E=819.12'INV W=816.34'EX 24" CMPEX 24" SANEX 24" SAN EX SANITARY MH RIM=827.78' INV=818.85' EX SANITARY MH RIM=829.79' INV=818.49'STTSBS12"8" 8" 8"STMB15" S SB T 6" 8" 8" 9" S UT XXXXGGGGGGGGGG G G G G G G G G G G G G G GGG GG G G G G E E E E E E E E E E E E E E E E E E E E E E TTTTTTTTTTTTT T T T T EEEEEEEERIVERSIDE DRIVE (R/W VARIES) EX. R/W 273-008611-00 PAUL A. & MARIAN E. GELPI 7195 RIVERSIDE DR REAR IN. 201106160075516 PARCEL NO. 1 2.986 ACRES 273-008804-00 PAUL A. & MARIAN E. GELPI 7195 RIVERSIDE DR IN. 201106160075516 PARCEL NO. 1 1.958 ACRES 273-008654-00 CHARLES E. & ALYSSA STEPHENS 3961 ORCHARD CREST CT 273-008653-00 MEGAN THEIS & CHRIS WEBER 7225 RIVERSIDE DR 273-008730-00 DONNA I. BROWN 7230 RIVERSIDE DR OR 27887 I-17 1.038 ACRES 273-008762-00 JOHN E. & SALLY S. LEPPERT 4780 BRIGHT RD IN. 201311060186158 1.357 ACRES EX SANITARY MH RIM=830.17' INV=819.38'BRIGHT ROAD(R/W VARIES)EX. R/W EX. R/WEX. R/WEX. R/WEX. R/WEX. R/W EX. R/W ORCHARD CREST CT.(R/W VARIES)EX. ASPHALT DRIVEEX. E/P EX. E/P EX. E/P℄℄℄W EX WELL EX 4" GAS MP EX 4" GAS MP EX 2" GAS MPEX 4" GAS MPEX SANITARY MH RIM=828.72' TOP OF PIPE=824.52' EX SANITARY MH RIM=828.24' TOP OF PIPE=823.74'BM #2EX 12" CPP SB-3SB-2 EX. GUARDRAIL EX. C&GEX. C&GW EX WELL G GGGGGG G⅊⅊⅊⅊⅊8" 6" 6"6" 6" 6" 8" 8" 18" 8"SBSB-12MB EX. E/PGG PROP. R/WPROP. R/W1 2 1825825826 825826 825 826 826 826 827 827 82 7 82 8 827 829828826825DS DS 6 5 2 827X X X X X X X X X X X X X X X X TP TP TP DS SB-3SB-12W W W W W W W W W W W W W W W W W WWWWWWWW WVWV YHDWV WWWWWV WV WV DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE0601530EROSION CONTROL PLANMATCH LINE - SEE BELOWMATCH LINE - SEE ABOVEDANDY SACK EROSION CONTROL LEGEND CHECK DAM DS CD MATCH LINE - SEE SHEET 14 PROPOSED SYMBOLS TREE PROTECTIONTP FILTER SOCKX REMOVE EX. TREE 13 24 1 W PROPOSED WATER PIPE STORM SEWER PER 18-020-CIP STORM MANHOLE PER 18-020-CIP CATCH BASIN PER 18-020-CIP SANITARY SEWER PER 18-019-CIP SANITARY MANHOLE PER 18-019-CIP PROPOSED FIRE HYDRANTYHD PROPOSED WATER VALVEWV 1 1 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CER0S000.dwg, 5/20/2022 12:58:14 PM, mcouvreur 8308 3 5 84 0 84 5 8 5 0 85582 8 82 9 8 3 1 8328 3 3 8348368 3 7 8 3 8 83 9 84184284 3 8448468 4 7 8 4 8 8 4 9 8518528538 5 4 85 6 857 858 828830 835840843 8458 5 0 8 5 5 8 5 6 8578588 5 9855852 853 854 853 85485485485084584 0835830825 EX CATCH BASIN GRATE=855.48' INV E=854.13' INV W=854.04' EX CATCH BASIN GRATE=840.22' INV E=838.47' INV W=838.17' EX 18" CPP EX 18" CPP EX 10" CPP SB 15"42"60" 6"6"6"SB6" SB 2"2"2" 15" 15" 12"24" 15" X X X X XX XXXX X XXXXXXXXG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT TTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E EEEEEEE273-008737-00 ROBERT C. & JOETTA L. BODE 4760 BRIGHT RD DB 3579 PG 311 1.703 ACRES 273-008734-00 TODD L. & JENNIFER L. BRENEMAN 4740 BRIGHT RD OR 8363 C-13 1.70 ACRES 273-009139-00 JP FAULKNER 4700 BRIGHT RD IN. 200201080007724 IN. 200303130074520 3.371 ACRES 273-011149-00 SALLY HAIMBAUGH, TRUSTEE, DNS TRUST 0 BRIGHT RD IN. 201908070098905 3.549 ACRES 273-008674-00 BARBARA A. BROWN 4396 BRIGHT RD OR 3755 D-02 2.093 ACRES BRIGHT ROAD (R/W VARIES) EX INVISIBLE FENCE EX. R/W EX. R/W EX. R/W EX. R/W EX. R/W EX 18" CPP EX. R/W 273-008414-00 CITY OF DUBLIN 4729 BRIGHT RD IN. 201011230159006 21.411 ACRESEX. GRAVEL DRIVE273-009139-00 JP FAULKNER 4700 BRIGHT RD IN. 200201080007724 IN. 200303130074520 3.371 ACRES EX. E/P EX. E/P EX. E/P EX. E/PEX. ASPHALT DRIVEEX. ASPHALT DRIVEEX. E/P EX. E/P ℄ EX 4" GAS MP EX 4" GAS MP SB-4 SB-5 EX 18" CPP EX. ASPHALT DRIVE⅊⅊⅊⅊⅊ ⅊ EX 18" CPP MBMB MB MB SB-18(2009) 20' GAS LINE EASEMENT COLUMBIA GAS OF OHIO, INC. OR 34081 H-18 273-008396 THOMAS A. MCDOWELL SUCCESSOR TRUSTEE OF THE DIANE ALANE MCDOWELL REVOCABLE LIVING TRUST, U/A 2/12/2020 AND THOMAS A. MCDOWELL 0 RIVERSIDE DR INST: 202202170027332 PARCEL #5 17.370 ACRESPROP. R/ W 4 32 543 827 827 828 829 DS DS DS CDTREE PROTECTION TREE PROTECTION X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W YH DWVYHDWVYHDWV WVWWWV 86085986186286 0 8 6 1 863860862861 860861 862 862 862860 865 8658618628 6 3 863864864 851 8518608658618 6 286386486 6 866865859 853850 850850852852853 853862863 864 865865 865 862 863864 865 864 86486386086186286 3864865 855 860 856 857858859 861862863 854853855860EX YARD DRAIN GRATE=863.67' INV =859.67'EX 4" VCPINV=862.72'EX 4" VCP INV=862.65'EX 4" INV=850.64'EX 4" INV=852.11'EX 12" RCP EX 12" RCP EX 6" VCP EX CATCH BASIN GRATE=861.02' INV =858.14'EX 10" CPPEX CATCH BASIN GRATE=858.85' INV NE=856.58' INV W=856.54' SB 4" 40" 40" YD 5" 21"15" 12" 15"15" 21"18" 10" 15" 18" 36" 36" 22" 18" 12" 12" 22" 12" 15" 12"15" 12" 12" 12" 10" 15" 12" 22" 36" 8" 6" 12" 8"G24" 24" 36" 18" 18" 24" 15" 15" YD 4" 18" 36" E 24"24" 15"12" 30"24"30"18"12"10"6"8"XXX X X XXXX X XXXXXXXXXXXXXXXXXX X X X GGGGGGGGGGG G G G G G GGGGGGG G G G G G G G G G G G G T T T T T T TTTTTTTTTTE E E E E E E EEEET T T T T TEEEEEEEEE E E E E E E E E E E E E E E E E E EEEE 273-008729-00 SHARON L. HUBER & JUDITH E. LONG 4345 BRIGHT RD IN. 199903010051331 0.570 ACRES 273-008728-00 JANETTE GEARING 4355 BRIGHT RD IN. 201904110041170 0.590 ACRES BRIGHT ROAD (R/W VARIES)GRANDEE CLIFFS DRIVE (50' R/W)EEEEG G G COEX SEPTICEX. R/W EX. R/W EX. R/WEX. R/WEX. R/W EX. R/WWEX WELL WWEX WELLCO EX SEPTICWEX WELL EX ASPHALT DR IVE ℄ EX. E/P EX. E/PEX. E/PEX. E/P EX. E/P EX. E/P EX. C&GEX. C&G℄EX 4" G A S M P EX 4" GAS MP EX 4" GAS MP EX 2" GAS MPEX ASPHALT DRIVEEX CATCH BASIN GRATE=859.66' INV E=857.06 INV E=856.85'EX CONCRETE DRIVEEX ASPHALT DRIVEEX ASPHALT DRIVEEX YARD DRAINGRATE=861.57'INV =859.57'EX ASPHALT DRIVEEX WELLEX. R/WEX CATCH BASINGRATE=863.99'INV =861.68'EX. R/W SB-6BRIGHT R O A D (R/W V A R I E S )BILLINGSLEY CREEKG G G G G G G G EX 12" CPP ⅊ ⅊ ⅊ ⅊ ⅊ 273-008800-00 GARY L. WENNEKER & KATHY ANN EVANS-DYER 4333 BRIGHT RD IN. 200207090168516 0.737 ACRES 30"18"10" 6" 6" SB SB SB-13 SB-14 ⅊ MB MB MB MB MB EX. E/P EX. R/W6 16 DS DS DS DS X X X X X X X X XTPTPTPTPTP TPAFLOODWAYA 100Y R FLO O D P L AI N 1 W W W W WWWWWWWWWW W W W W W W W W W W YH D WV YH D WV WV W W WW W W W W W W W WW WWWWWWWWWWDRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE0601530EROSION CONTROL PLANMATCH LINE - SEE BELOWMATCH LINE - SEE SHEET 13DANDY SACK EROSION CONTROL LEGEND CHECK DAM DS CD PROPOSED SYMBOLS W PROPOSED WATER PIPE PROPOSED STORM SEWER PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE (BY OTHERS) PROPOSED FIRE HYDRANTYHD PROPOSED WATER VALVEWV MATCH LINE - SEE ABOVETREE PROTECTIONTP FILTER SOCKX FLOODWAY AND FLOODPLAIN SHOWN HAVE BEEN OBTAINED FROM THE NATIONAL FLOOD INSURANCE PROGRAM PROVIDED BY FEMA, MAP NUMBER 39049C0151K, REVISION DATE JUNE 17, 2008. A CODED NOTES EX. TREE REMOVED PER 18-019-CIP1 1 1 1 14 24 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CER0S000.dwg, 5/20/2022 12:58:24 PM, mcouvreur E E E E E E E E E E E E E E E E E E E E 273-008717-00 HAUGEN COURTNEE L HAUGEN JOSEPH C 7402 RIVERSIDE DR 7394 RIVERSIDE DR W W W W W W W W W W W W W W W W UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT G G G GXXX G G G G G GX XXT T T S S S S EX 12" STMMBW MBMBEX 24" SAN EX 24" SAN EX 12" WAT (00-009-CIP) (DU0316_008)EX 36" CULVERT273-008663-00 BILLY GENE LANEY, TRUSTEE 7410 RIVERSIDE DR 273-011544-00 CITY OF DUBLIN EX . AS PHA L T DR I VE EX. ASPHALT DRIVEEX. GRAVEL DRIVE273-008601-00 JOHN F. DUNNE 7394 RIVERSIDE DR RIVERSIDE DRIVE (R/W VARIES)℄ EX. R/W EX. R/W EX. R/W EX. R/W EX. E/P WWWEX 1 1/2" WATERSERVICEW1 1 2 13 14 15 16 11 12 17 10 12" STM 12" STM 12" STM 12" STM 12" STM 12" STM 12" STM 12" STM 15" S T M 36" STM PROP. PUBLIC UTILITY EASEMENT PROP. PUBLIC UTILITY EASEMENT 8' SHARED USE PATH BY 19-011-CIP 2 3 3 DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE06015300HV102.55RIVERSIDE DRIVEPLAN AND PROFILEMATCH LINE - SEE SHEET 16CODED NOTES EXTEND EX. 6" SANITARY SERVICE STUB @ 2.08% 3" SLEEVE FOR FUTURE WATER SERVICE EX. 3/4" WST INSTALLED WITH DU0316 (NOT ACTIVE) 1 2 3 15 24 PROPOSED SYMBOLS STM W PROPOSED WATER PIPE STORM SEWER PER 19-011-CIP STORM MANHOLE PER 19-011-CIP CATCH BASIN PER 19-011-CIP PROPOSED FIRE HYDRANTYHD PROPOSED WATER VALVE WV 1 1 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CPNP000.dwg, 5/20/2022 12:59:02 PM, mcouvreur EX FORCE MAINEX FORCE MAIN EX FORCE MAIN EX SANITARY MH RIM=832.77' COULD NOT OPEN EX SANITARY MH RIM=832.01' TOP OF PIPE=827.72' EX 4"CPP INV=832.88' EX INV=824.68' EX 8" CPP INV=824.33'EX 2.5' x 1.5' RCPEX INV=826.80' EX 12" CPP INV=830.15' EX 4" CPP INV=828.61'WWEX 24" SANEX 24" SANEX 24" SAN EX 24" SANEX 12" SAN(CC-12182)EX SANITARY MH RIM=832.77' INV=820.99' EX SANITARY MH RIM=832.74' INV=821.38' INV=820.91' EX SANITARY MH RIM=832.27' INV=819.87' T S WS SB S SW4" W 30" CO 18"15" T 22" 24" T T T 30" S 3"6"3"ICIC8" 8" 6" 2"6"6"6" T S 27"XXXXXUT UT UT UT UT UT UT UT UT UT UT UTUTUTUTUTUTUTUTUTUTUT UTUTUTUT UT UT UT UT UT UT UTUTUTUT XXXXXXXGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E EEEEE E E E E EEEEEE E E E E E E EEEEEEEHANNA HILLS DRIVE(50' R/W)EX. R/WEX. R/W EX. R/W 273-008652-00 MARTHA A. & HARVEY L BEAHM 7241 RIVERSIDE DR 273-008651-00 HERBERT F. & KATHLEEN L. RUOFF 7281 RIVERSIDE DR 273-008824-00 VILLAGE OF DUBLIN 0 RIVERSIDE DR DB 3675 PG 375 15.254 ACRES 273-008601-00 JOHN F. DUNNE 7394 RIVERSIDE DR 273-008662-00 DONALD TOOTLE 7364 RIVERSIDE DR IN. 201705150065291 1.0 ACRES 273-008682-00 BRUCE E. & KITTY L. TEMPLE 7304 RIVERSIDE DR OR 29708 B-17 1.007 ACRES 273-008387-00 CHAD R. & JENNIFER M. GEYER 7348 RIVERSIDE DR IN. 201211190175805 1.101 ACRES 273-008665-00 JOHN P. & MARLENE G. DEMATTEO 7322 RIVERSIDE DR DB 3443 PG 551 1 ACRE 273-008735-00 JOSEPH E. & BETH K. CURRAN 7300 RIVERSIDE DR OR 18451 I-17 0.991 ACRES 273-008411-00 HAMDY A. HELAL & AZZA A. ELMORSY 7250 RIVERSIDE DR IN. 202103250054151 1.014 ACRES RIVERSIDE DRIVE (R/W VARIES)EX 12" WAT(00-009-CIP)(DU0316_010)EX 12" WAT (00-009-CIP) (DU0316_009)EX. R/WEX. GRAVEL DRIVEEX. GRAVEL DRIVEEX. GUARDRAIL EX. GUARDRAIL EX. R/W EX. R/WEX. C&GEX. C&GEX. E/P EX. E/P EX. ASPHALT DRIVEEX. ASPHALT DRIVE EX. ASPHALT DRIVEEX. ASPHALT DRIVEEX. E/P EX. E/P ℄℄W EX WELL EX 2" GAS MPEX 4" GAS MP EX 4" GAS MPEX 10" PVC INV=831.29' EX SANITARY MH RIM=833.44' INV=820.47' EX 12" CPP INV=830.56' BM #1 SB-1 #7250 F.F.=843.96 F.F. GARAGE=842.53 #7300 F.F.=846.84 F.F. GARAGE=845.72 #7322 F.F.=845.89 F.F. GARAGE=844.42#7348 F.F.=841.74 F.F. GARAGE=836.15 #7304 F.F.=843.23 F.F. GARAGE=834.52 EX 6" SAN SERVICEEX 6" SAN SERVICEEX 6" SAN SERVICEG G G G INV=824.31GG⅊⅊⅊⅊⅊⅊⅊SBSB-11 EX 12" CPP YDEX YARD DRAIN MB MB MB MB MB MBMBGGG GGGGW W W W WUTUTUTUT G G EX 2" SANFORCEMAINEX 6" SANGGGGG20'12.5'7.5'50'40'25'25'50'30'PROP. PUBLICUTILITY EASEMENT12.5'7.5'20'N05°01'18"EC1PROP. PUBLICUTILITY EASEMENT45° HORIZ. BEND STA: 15+21.58 TYPE A HYDRANT SETTING STA: 16+57.84, 12.5' R15+0016+00 17+00 18+00 19+00 20+00 21+00 EX. FIRE HYDRANT 1 1 5 2 5 5 5 12" VALVE STA: 20+65.31 3 4 3 3 4 CONNECT TO EX. 12" W/L WITH 45° HORIZ. BEND, EX. 12" PLUG & THRUST BLOCK TO BE REMOVED TYPE A HYDRANT SETTING STA: 20+70.31, 12.5' R 8' SHARED USE PATH BY 19-011-CIP 8' SHARED USE PATH BY 19-011-CIP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W YHDWV YHDWV WV WWWWWVWVWVWV WV 12" WATER 5 6 21 22 20 2319 12" STM15" STM15" STM15" STM 12" STM 30"X19" STM 12" STM STA: 21+00.09 STA: 20+95.09 OFF: 10.50L STA: 19+67.49 OFF: 85.50R STA: 19+60.75 OFF: 10.50L STA: 18+86.90 OFF: 10.50L STA: 16+02.25 OFF: 10.50L 2'2'2'2'2'CURVE TABLE CURVE C1 RADIUS 5729.58 LENGTH 390.00 DELTA 3°54'00" DIRECTION N03°04'18"E CHORD 389.92 ** 820 830 840 850 820 830 840 850 STATION SURFACE C/L ELEV. CUT 14+98 16+00 17+00 18+00 19+00 20+00 21+00 21+7515+50 16+50 17+50 18+50 19+50 20+50 21+50 834.20 833.20 833.62 835.43 834.84 835.07 832.26834.38 833.85 833.40 835.06 835.13 834.95 833.11 825.42 827.05 825.64 828.02 829.50 829.50 828.81 826.19826.25 827.08 825.52 829.50 829.50 829.50 827.06 7.65 8.05 6.10 6.42 5.83 6.76 6.578.63 7.27 8.38 6.06 6.13 5.95 6.55 12" WATER 12" WATER V. DEFLECTIONSTA = 18+29.62V. DEFLECTIONSTA = 20+80.31V. DEFLECTIONSTA = 16+02.20V. DEFLECTIONSTA = 17+44.85V. DEFLECTIONSTA = 16+71.22V. DEFLECTIONSTA = 17+07.61+5.00% -0.00% -3.50% +1.60% +0.00% +0.00%-5.00 % TOP OF ROCK ELEV = 822.85±SB-1W W W W W W EX 12" @ 0.00% CL ELEV=826.00 (1929) CL ELEV=825.43 (1988) PER RECORD PLAN 12"X6" ANCHOR TEESTA=20+70.3112"X6" ANCHOR TEESTA=16+57.84EX 4" STM 18" MIN. EX. GAS SERVICE EX. GAS SERVICE EX. GAS SERVICE EX. GAS SERVICE 18" MIN. 18" MIN. EX. GAS SERVICE 4' MIN. 4' MIN.12" VALVE, STA=20+65.31CL ELEV=829.50TOP OF ROCK ELEV = 820.44±SB-1112" 45° HORIZONTAL BENDSTA=14+98.0012" 45° HORIZONTAL BENDSTA=15+21.58EXISTING GROUND PROPOSED GRADE PER 19-011-CIP PROPOSED GRADE PER 19-011-CIP 832.60 7.68 EX. 6" SAN SERVICE EX. 6" SAN SERVICE EX. 6" SAN SERVICE EX. 6" SAN SERVICE EX. 6" SAN SERVICE 30"X19" STM 18" MIN.DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE06015300HV102.55RIVERSIDE DRIVEPLAN AND PROFILEMATCH LINE - STA: 21+75SEE SHEET 17DEMOLITION LEGEND REMOVE EX. TREE REMOVE EX. TREE LINE CODED NOTES EXTEND EX. 6" SANITARY SERVICE STUB @ 2.08% FUTURE WATER SERVICE LOCATION EX. ASPHALT DRIVE REMOVED AND REPLACED BY 19-011-CIP EX. GRAVEL DRIVE REMOVED AND REPLACED BY 19-011-CIP 3/4" WATER SERVICE TAP 3" SLEEVE FOR FUTURE WATER SERVICE 1 2 3 4 5 6 3" SCHEDULE 80 PVC CONDUIT SLEEVES AND WATER SERVICES SHALL BE DIRECTIONAL BORED UNDER RIVERSIDE DRIVE. PNEUMATIC METHODS OF DIRECTIONAL BORE ARE NOT PERMITTED ODOT ITEM 304 COMPACTED GRANULAR MATERIAL (NO SLAG) OR ODOT ITEM 613, TYPE 2 NOTE: 16 24MATCH LINE - SEE SHEET 15PROPOSED SYMBOLS STM W PROPOSED WATER PIPE STORM SEWER PER 19-011-CIP STORM MANHOLE PER 19-011-CIP CATCH BASIN PER 19-011-CIP PROPOSED FIRE HYDRANTYHD PROPOSED WATER VALVEWV 1 1 **H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CPNP000.dwg, 5/20/2022 12:59:11 PM, mcouvreur EX.ASPHALTDRIVEEX FORCE MAIN EX FORCE MAIN EX CATCH BASINGRATE=825.32'INV N=823.67'INV E=819.12'INV W=816.34'EX 24" CMPEX 24" SANEX 24" SAN EX SANITARY MH RIM=827.78' INV=818.85' EX SANITARY MH RIM=829.79' INV=818.49'STTS12"8" 8" 8"STMBS SB T 6" 8" 8" 9" S UT XXXXGGGGGGGGG G G G G G G G G G G G G G GGG GG G G G G E E E E E E E E E E E E E E E E E E E E E E TTTTTTTTTTTT T EEEEEEERIVERSIDE DRIVE (R/W VARIES) EX. R/W 273-008611-00 PAUL A. & MARIAN E. GELPI 7195 RIVERSIDE DR REAR IN. 201106160075516 PARCEL NO. 1 2.986 ACRES 273-008804-00 PAUL A. & MARIAN E. GELPI 7195 RIVERSIDE DR IN. 201106160075516 PARCEL NO. 1 1.958 ACRES 273-008654-00 CHARLES E. & ALYSSA STEPHENS 3961 ORCHARD CREST CT 273-008653-00 MEGAN THEIS & CHRIS WEBER 7225 RIVERSIDE DR 273-008730-00 DONNA I. BROWN 7230 RIVERSIDE DR OR 27887 I-17 1.038 ACRES 273-008762-00 JOHN E. & SALLY S. LEPPERT 4780 BRIGHT RD IN. 201311060186158 1.357 ACRES EX SANITARY MH RIM=830.17' INV=819.38'BRIGHT ROAD(R/W VARIES)EX. R/W EX. R/WEX. R/WEX. R/WEX. R/WEX. R/W EX. R/W ORCHARD CREST CT.(R/W VARIES)EX. ASPHALT DRIVEEX. E/P EX. E/P EX. E/P℄℄℄EX 4" GAS MP EX 4" GAS MP EX 2" GAS MPEX 4" GAS MPEX SANITARY MH RIM=828.72' TOP OF PIPE=824.52' EX SANITARY MH RIM=828.24' TOP OF PIPE=823.74'BM #2EX 12" CPP SB-2 #4780 F.F.=836.24 F.F. GARAGE=830.38 EX. GUARDRAIL EX. C&GEX. C&GW EX WELL G GGGGGG⅊⅊⅊⅊⅊8" 6" 6"6" 6" 6" 8" 8" 18" 8"SBSB-12MB EX. E/PGG2 112.5'7.5'50'30'25'25'50'30'24" STM (18-020-CIP) 15" S T M (18-0 2 0- CI P) 1 6 5PROP. PUBLIC UTILITY EASEMENT 20'8" WATERN05°01'18"E S88°32'42"ES88°27'21"E25+67.4722+00 23+00 24+00 25+00 30+0031+00TYPE A HYDRANT SETTING STA: 25+19.47, 8.6' R 12" THRUST BLOCK AND PLUG STA: 25+67.47 24" STM (18-020-CIP) 1 4 5 5 12" VALVE STA: 25+49.4720" CASING PIPE(18-020-CIP,DOW 18-073_018)273-008396-00 THOMAS A. MCDOWELL (50% INTEREST) DIANE A. HORNUNG (50% INTEREST) 0 RIVERSIDE DR OR 31142 H-08 PARCEL #5 17.370 ACRES 15" STM (18-020-CIP) 8" SAN (18-019-CIP) PROP. PUBLIC UTILITY EASEMENT INSTRUMENT #201904120041974 INSTRUMENT#2019022200211213 PROP. R/W8' SHARED USE PATH BY 19-011-CIP 8' SHARED USE PATH BY 19-011-CIP W W W W W W W W W W W W W W W W W WWWWWWW WVWV YHDWV WWWWWV WV WV 12"x 8" ANCHORING TEE & VALVE STA: 25+44.47 12" WATER 5 6 STA: 23+92.07 OFF: 85.50R STA: 22+21.94 2'2'STA: 23+67.02 OFF: 10.50L 4STA: 22+48.05 OFF: 10.50L ** 810 820 830 810 820 830 STATION SURFACE C/L ELEV. CUT 21+75 22+00 23+00 24+00 25+00 25+67.4722+50 23+50 24+50 25+50 832.26 831.67 830.99 830.76 830.27 828.83 827.40 827.81 827.97 828.06 826.19 825.48 825.48 825.48 825.48 824.32 822.88 822.61 822.61 822.61 6.57 6.69 6.01 5.78 5.28 5.01 5.02 5.69 5.86 5.95 12" WATER V. DEFLECTIONSTA = 21+95.08V. DEFLECTIONSTA = 23+59.53V. DEFLECTIONSTA = 24+59.14-0.00% +0.00% -2.88% TOP OF ROCK ELEV = 819.77± TOP OF ROCK ELEV = 821.73±SB-2SB-3℄BRIGHT ROAD EXISTING GROUND 6" SAN SERVICE 12"X6" ANCHOR TEESTA=25+19.47EX. GAS EX. GAS SERVICE EX. GAS SERVICE 24" STM (18-020-CIP) 18" MIN.18" MIN. 8" SAN (18-019-CIP) 18" MIN. 18" MIN.12"x8" ANCHOR TEE, STA=25+44.47CL ELEV=822.6112" WAT E R 12" VALVE, STA=25+49.47CL ELEV=822.614' MIN. 4' MIN. TOP OF ROCK ELEV = 820.75±SB-12-3.50% 6" SAN SERVICE 18" MIN.THRUST BLOCK AND PLUG STA=25+67.47 EXISTING GROUNDPROPOSED GRADE PER 19-011-CIP PROPOSED GRADE PER 19-011-CIP DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE06015300HV102.55MATCH LINE - STA: 21+75SEE SHEET 16RIVERSIDE DRIVEPLAN AND PROFILE1 PROPOSED SYMBOLS STM SAN W PROPOSED WATER PIPE PROPOSED STORM SEWER PER 18-020-CIP PROPOSED STORM MANHOLE PER 18-020-CIP PROPOSED CATCH BASIN PER 18-020-CIP PROPOSED SANITARY SEWER PER 18-019-CIP PROPOSED SANITARY MANHOLE PER 18-019-CIP PROPOSED FIRE HYDRANTYHD PROPOSED WATER VALVEWV 1 1 DEMOLITION LEGEND REMOVE EX. TREE CODED NOTES EXTEND EX. 6" SANITARY SERVICE STUB @ 2.08% FUTURE WATER SERVICE LOCATION EX. ASPHALT DRIVE REMOVED AND REPLACED BY 19-011-CIP EX. 6" SANITARY SERVICE STUB 3/4" WATER SERVICE TAP 3" SLEEVE FOR WATER FUTURE SERVICE 1 2 3 4 5 6 17 24 3" SCHEDULE 80 PVC CONDUIT SLEEVES AND WATER SERVICES SHALL BE DIRECTIONAL BORED UNDER RIVERSIDE DRIVE. PNEUMATIC METHODS OF DIRECTIONAL BORE ARE NOT PERMITTED ODOT ITEM 304 COMPACTED GRANULAR MATERIAL (NO SLAG) OR ODOT ITEM 613, TYPE 2 NOTE: **H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CPNP000.dwg, 5/20/2022 12:59:22 PM, mcouvreur EX. ASPHALT DRIVE EX CATCH BASIN GRATE=840.22' INV E=838.47' INV W=838.17' EX 18" CPP EX 18" CPPEX FORCE MAINEX CATCH BASIN GRATE=825.32' INV N=823.67' INV E=819.12' INV W=816.34' EX 24" CMP EX 24" SANEX SANITARY MHRIM=827.78'INV=818.85'S SB T T SB 12" 8"8" 8" MB 15"42"60" 6"6"6"SB6" 6" 8" 8" 9"XX X X XXX GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGG G GGGGGGGEEEEEEEEEEEEEEEET T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TTTTTTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEERIVERSIDE DRIVE(R/W VARIES)273-008611-00 273-008804-00 PAUL A. & MARIAN E. GELPI 7195 RIVERSIDE DR IN. 201106160075516 PARCEL NO. 1 1.958 ACRES 273-008654-00 CHARLES E. & ALYSSA STEPHENS 3961 ORCHARD CREST CT 273-008762-00 JOHN E. & SALLY S. LEPPERT 4780 BRIGHT RD IN. 201311060186158 1.357 ACRES 273-008737-00 ROBERT C. & JOETTA L. BODE 4760 BRIGHT RD DB 3579 PG 311 1.703 ACRES 273-008734-00 TODD L. & JENNIFER L. BRENEMAN 4740 BRIGHT RD OR 8363 C-13 1.70 ACRES 273-009139-00 JP FAULKNER 4700 BRIGHT RD IN. 200201080007724 IN. 200303130074520 3.371 ACRES BRIGHT ROAD (R/W VARIES) EX. R/W EX. R/W EX. R/W EX. R/W EX. R/WEX. R/WORCHARD CREST CT. (R/W VARIES) EX. R/W EX. R/W CO EX SEPTIC CO EX SEPTIC EX. GRAVEL DRIVEEX. E/P EX. E/P EX. E/P EX. E/P EX. E/PEX. ASPHALT DRIVEEX. ASPHALT DRIVE℄℄℄EX 4" GAS MPEX 4" GAS MPEX 2" GAS MP EX 4" GAS MP EX 4" GAS MP BM #2 EX 12" CPPSB-3 SB-4 EX. GUARDRAILEX. C & G EX. C& G EX. E/PEX 18" CPPWEX WELLGG G G G G ⅊⅊ ⅊ ⅊ ⅊ ⅊ ⅊ 8" 6" 6" 6" 6" 6" 8" 8" 18" 8" SB SB-12 MBMB MB SB-18(2009)EX. E/PG G 273-008396 THOMAS A. MCDOWELL SUCCESSOR TRUSTEE OF THE DIANE ALANE MCDOWELL REVOCABLE LIVING TRUST, U/A 2/12/2020 AND THOMAS A. MCDOWELL 0 RIVERSIDE DR INST: 202202170027332 PARCEL #5 17.370 ACRES 15" STM (18-020-CIP)43 21 8" SAN (18-019-CIP) 8" SAN (18-019-CIP) 12.5' 7.5'12.5'12.5'7.5'25'25'50'30'40'24" STM (18-020-CIP)15" STM (18 -020 -C IP ) 8" SAN (18-019-CIP)7.5'4 2 1 6 5 310'20'20'8" WATERN05°01'18"ES88°32'42"E S88°27'21"E 8" WATER 25+67.4723+0024+0025+0018" STM (18-020-CIP) 45° HORIZ. BEND STA: 31+56.28 45° HORIZ. BEND STA: 32+00.94 TYPE A HYDRANT SETTING STA: 32+16.25, 6.0' L TYPE A HYDRANT SETTING STA: 35+16.25, 6.0' L 1 STA: 34+80.27 3 30+00 31+00 32+0 0 33+00 34+00 35+00 36+00 37+008" SAN (18-019-CIP) 24" STM (18-020-CIP) #4780 F.F.=836.24 F.F. GARAGE=830.38 17.5'#4760 F.F.=841.13 F.F. GARAGE=835.92 2 2 2 12"x 8" ANCHORING TEE & VALVE STA: 30+00.00 8" VALVE STA: 35+11.25 20" CASING PIPE (18-020-CIP, DOW 18-073_018) 8" W A T E R SB-3 PROP. PUBLIC UTILITY EASEMENT INSTRUMENT #201901280010555 INSTRU ME NT #201902220021121PROP. PUBLIC UTILITY EASEMENT INSTRUMENT #201904120041974 PROP. PUBLIC UTILITY EASEMENT INSTRUMENT #201904120041975 PROP. R/ W PROP. R/W 8' SHARED USE PATH BY 19-011-CIPWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WV WVYH DWVYHDWVYHDWVWV W W W W WWWVWVWV12" WATER5STA: 23+92.07 OFF: 85.50R STA: 34+12.60 OFF: 45.50L 2' 2' STA: 23+67.02 OFF: 10.50L 2'4 HORIZ. DEFLECTION STA: 30+10.00 12"x8" ANCHORTEE & VALVE,STA=30+00.00CL ELEV=822.61** 820 830 840 850 820 830 840 850 STATION SURFACE C/L ELEV. CUTCUT SURFACE 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 830.23 834.45 838.76 841.76 842.05 844.28 847.57 850.26 852.70 853.87 822.61 821.05 821.05 821.05 822.25 824.55 828.55 832.55 835.24 837.24 839.24 841.81 844.81 847.81 849.21 6.01 6.23 6.54 6.85 5.14 5.37 6.09 5.77 5.22 5.00 8" WATER 8" WA T E R V. DEFLECTIONSTA = 33+67.16V. DEFLECTIONSTA = 32+40.98V. DEFLECTIONSTA = 35+21.25V. DEFLECTIONSTA = 36+65.768" 22.5° VERTICAL BENDSTA = 30+07.008" 22.5° VERTICAL BENDSTA = 30+10.75V. DEFLECTIONSTA = 31+68.94+8.00 % +3.86% +4.00% +6.00% +0.00%-41.42%+0.00% TOP OF ROCK ELEV = 821.73± TOP OF ROCK ELEV = 839.86±EXISTING GRADE EXISTING GRADE SB-3SB-4EXISTING GRADE 8"X6" ANCHOR TEESTA=35+16.2515" STM (18-020-CIP) 4' MIN.8" VALVE, STA=35+08.58CL ELEV=839.494' MIN. TOP OF ROCK ELEV = 820.75±SB-12+1.30%8" 45° H. BENDSTA=31+56.288" 45° H. BENDSTA=32+00.943" SLEEVE (18-020-CIP) 3" SLEEVE (18-020-CIP) TOP OF ROCK ELEV = 820.50±SB-18(2009)20" CASING PIPE (18-020-CIP, DOW 18-073_018) 6.02 5.45 5.73 4.74 5.13 828.29 826.17 826.45 825.46 827.05 18" MIN. COC ITEM 9118"X6" ANCHOR TEESTA=32+16.25STA:32+11PROPOSED GRADE PER 19-011-CIP 4 H. DEFLECTIONSTA=30+10.00DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE06015300HV102.55MATCH LINE - STA: 37+00SEE SHEET 19BRIGHT ROADPLAN AND PROFILE1 PROPOSED SYMBOLS STM SAN W PROPOSED WATER PIPE STORM SEWER PER 18-020-CIP STORM MANHOLE PER 18-020-CIP CATCH BASIN PER 18-020-CIP SANITARY SEWER PER 18-019-CIP SANITARY MANHOLE PER 18-019-CIP PROPOSED FIRE HYDRANTYHD PROPOSED WATER VALVEWV 1 1 DEMOLITION LEGEND REMOVE EX. TREE LINE CODED NOTES EX. 3" SLEEVE FOR FUTURE WATER SERVICE INSTALLED PER 18-020-CIP 6" SANITARY SERVICE INSTALLED PER 18-019-CIP 3/4" WATER SERVICE TAP. USE EXISTING 3" PVC SLEEVE ACROSS BRIGHT ROAD. CONTRACTOR SHALL UTILIZE SUITABLE SPACERS TO KEEP THE WATER LINE CENTERED IN THE EXISTING CASING PIPE. 1 2 3 4 REMOVE EX. TREE 18 24 ODOT ITEM 304 COMPACTED GRANULAR MATERIAL (NO SLAG) OR ODOT ITEM 613, TYPE 2 **H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CPNP000.dwg, 5/20/2022 12:59:36 PM, mcouvreur EX CATCH BASIN GRATE=861.02' INV =858.14'EX 10" CPPEX CATCH BASIN GRATE=858.85' INV NE=856.58' INV W=856.54' EX CATCH BASIN GRATE=855.48' INV E=854.13' INV W=854.04' EX 10" CPP YD 21"15" 12" 15"15" 21"18" SB 2"2"2" 15" 15" 12"24" 15" 22" 18" 12" 12" 12" 24" 15" 12"15" 12" 12" 12" 10" 15" 7" G X XXXXXXXXXXXXXXXXXXXX X X X X X X X XX XXXXXXX G G G G G G G G G G G G G G G G G G G G G G G GGGGGGG G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T TTTTTTTTTTE E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEET T T T T T TEEEEEEEEE E E E E 273-008728-00 JANETTE GEARING 4355 BRIGHT RD IN. 201904110041170 0.590 ACRES 273-011149-00 SALLY HAIMBAUGH, TRUSTEE, DNS TRUST 0 BRIGHT RD IN. 201908070098905 3.549 ACRES 273-008674-00 BARBARA A. BROWN 4396 BRIGHT RD OR 3755 D-02 2.093 ACRES BRIGHT ROAD (R/W VARIES) EX INVISIBLE FENCE G EX. R/W EX. R/W EX. R/W EX. R/W EX. R/W EX. R/WEX. R/WEX 18" CPP EX. R/W WEX WELL CO EX SEPTICWEX WELL 273-008414-00 CITY OF DUBLIN 4729 BRIGHT RD IN. 201011230159006 21.411 ACRES 273-009139-00 JP FAULKNER 4700 BRIGHT RD IN. 200201080007724 IN. 200303130074520 3.371 ACRES EX ASPHALT DR IVE 273-008618-00 SALLY HAIMBAUGH, TRUSTEE, DNS TRUST 4338 BRIGHT RD IN. 201908070098905 PARCEL 1 10.734 ACRES (RESIDUAL) EX. E/P EX. E/P EX. E/P ℄ EX 4" GAS MP EX 4" G A S M P EX 4" GAS MP EX ASPHALT DRIVEEX YARD DRAINGRATE=861.57'EX WELLEX. R/WSB-5 #4355 F.F.=867.23 F.F. GARAGE=865.57 #4396 FF=862.40 FF GARAGE=860.65 #4700 F.F.=850.09 #4700 F.F.=850.77 #4700 F.F.=850.66 BRIGHT R O A D (R/W V A R I E S )EX. ASPHALT DRIVE⅊⅊ ⅊ ⅊ ⅊ 30"18"10" 6" 6" SB SB-13 ⅊ EX 18" CPP MB MB MBEX. E/P 20' GAS LINE EASEMENT COLUMBIA GAS OF OHIO, INC. OR 34081 H-18 5 8" SAN (18-019-CIP)22.5'17.5'17.5'17.5'8" SAN (18-019-CIP)12.5'7.5'PROP. 20' PUBLIC UTILITY EASEMENT20'PROP. 20' PUBLIC UTILITY EASEMENT20'12.5'7.5'6 17.5'17.5'8" WATER S88°27'21"E N00°55'39"ES83°12'30"E 8" WATER1 TYPE A HYDRANT SETTING STA: 41+16.25, 6.0' LTYPE A HYDRANT SETTING STA: 38+16.25, 6.0' L 45° HORIZ. BEND STA: 41+46.23 45° HORIZ. BEND STA: 42+09.66 45° HORIZ. BEND STA: 43+43.44 45° HORIZ. BEND STA: 43+84.23 STA: 39+12.03 37+00 38+00 39+00 40+00 41+00 42+0043+0044+00 45+00 STA: 37+97.10 2 3 4 4 4 1 7 7 6 8" VALVE STA: 41+11.25 5 BRIGHT R O A D (R/W V A R I E S ) 8" WATER W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW W W W W WV YH DWVYHDWV WV 7.55' COC ITEM 911 ** 850 860 870 850 860 870 STATION SURFACE C/L ELEV. CUT 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 44+95.21 853.87 855.26 855.79 856.03 856.40 857.03 857.83 859.23 860.40 861.34 862.01 862.11 862.50 861.35 861.89 862.19 862.69 849.21 849.86 850.51 851.16 851.81 852.41 852.91 853.40 853.90 854.39 854.89 855.38 855.88 856.37 856.87 857.36 857.53 5.00 5.74 5.62 5.21 4.92 4.96 5.26 6.16 6.83 7.28 7.45 7.06 6.95 5.31 5.35 5.16 5.50 8" WATER 8" WATER V. DEFLECTIONSTA = 39+35.99V. DEFLECTIONSTA = 44+66.35+1.30% +0.99% TOP OF ROCK ELEV = 840.93± EXISTING GRADE EXISTING GRADE SB-58"X6" ANCHOR TEESTA=38+16.258"X6" ANCHOR TEESTA=41+16.258" SAN (18-019-CIP) 12" MIN. 18" MIN. EX. 10" STM EX. 4" GAS EX. GAS SERVICE 8" VALVE, STA=41+08.58CL ELEV=853.984' MIN. 4' MIN. TOP OF ROCK ELEV = 844.44±SB-138" 45° H. BENDSTA=42+06.998" 45° H. BENDSTA=43+40.788" 45° H. BENDSTA=43+81.568" 45° H. BENDSTA=41+43.56-0.00% 3" SLEEVE 3" SLEEVE STA:41+61**COC ITEM 911 STA:37+94STA:37+72DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE06015300HV102.55MATCH LINE - STA: 37+00SEE SHEET 18BRIGHT ROADPLAN AND PROFILEMATCH LINE - STA: 44+95.21SEE SHEET 20PROPOSED SYMBOLS W PROPOSED WATER PIPE PROPOSED FIRE HYDRANTYHD PROPOSED WATER VALVE WV DEMOLITION LEGEND REMOVE EX. TREE LINE CODED NOTES 3" SLEEVE FOR FUTURE WATER SERVICE INSTALLED PER 18-020-CIP REMOVE AND RESET EXISTING MAIL BOX REMOVE EXISTING GUARDRAIL TYPE MGS, POSTS, AND FOUNDATIONS. DO NOT REINSTALL. 6" SANITARY SERVICE INSTALLED PER 18-019-CIP EX. TREE REMOVED PER 18-019-CIP FUTURE WATER SERVICE LOCATION REMOVE AND RESET EXISTING SIGN 1 2 3 4 5 6 7 REFER TO SHEETS 23 - 24 FOR DRIVEWAY REPLACEMENT DETAILS NOTE: 19 24 1 SAN SANITARY SEWER PER 18-019-CIP SANITARY MANHOLE PER 18-019-CIP PROPOSED GRAVEL DRIVE PROPOSED ROADWAY TRENCH PROPOSED ASPHALT DRIVE PROPOSED 1 1/2" ASPHALT MILL AND OVERLAY, SEE DETAIL 5 ON SHEET 4 ODOT ITEM 304 COMPACTED GRANULAR MATERIAL (NO SLAG) OR ODOT ITEM 613, TYPE 2 **H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CPNP000.dwg, 5/20/2022 12:59:53 PM, mcouvreur EX YARD DRAIN GRATE=863.67' INV =859.67'EX 4" VCPINV=862.72'EX 4" VCP INV=862.65'EX 4" INV=850.64'EX 4" INV=852.11'EX 4" INV=851.96'EX 4" INV=855.61'EX 4" INV=852.85'EX 6" INV=852.75'EX 12" RCP EX 12" PCC INV=855.89' EX 6" INV=852.76'EX 12" INV=854.26'EX 12" RCP EX 6" VCP EX 15" INV=854. 8 2 ' 28" SB 4" 40" 40" YD 5" 21" 18" 36" 36"30" 22" 10"7" 12"22" 8" 6" 12" 8"G24" 24" 36" 18" 18"30" 24" 15" 15" 15" YD 4" 18" E 24"24" 15"12"30"24"30"18"12"10"6"8"10"15"15"12"30" SB X X X X X X X X X X X XXXXXXXXXX X XXXXXXXXXXXGGGGGGGGG G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEE EEEEEEE273-008386-00 BOARD OF EDUCATION OF THE DUBLIN SCHOOL DISTRICT 4295 BRIGHT RD OR 12384 J-12 19.62 ACRES (DEED) 18.093 ACRES (RESIDUAL) 273-008729-00 SHARON L. HUBER & JUDITH E. LONG 4345 BRIGHT RD IN. 199903010051331 0.570 ACRES 273-008618-00 SALLY HAIMBAUGH, TRUSTEE, DNS TRUST 4338 BRIGHT RD IN. 201908070098905 PARCEL 1 10.734 ACRES (RESIDUAL)EEEEG G G COEX SEPTICEX. R/W EX. R/W EX. R/W EX. R/WEX. R/W WWEX WELLWEX WELLCO EX. BRIDGE EX 15" RCP EX. E/P EX. E/P EX. E/PEX. E/PEX. E/P EX. E/P EX. E/P EX. C&GEX. C&GEX. ASPHALT DRIVEEX 4" GAS MP EX 4" GAS MP EX 4" GAS MP EX 2" GAS MPEX 4" GAS MP EX ASPHALT DRIVEEX CATCH BASIN GRATE=859.66' INV E=857.06 INV E=856.85'EX CONCRETE DRIVEEX ASPHALT DRIVEEX ASPHALT DRIVEEX YARD DRAINGRATE=861.57'INV =859.57'EX WELL EX CATCH BASINGRATE=863.99'INV =861.68'EX. R/W EX. BRIDGE #4345F.F.=867.70F.F. GARAGE=865.16#4333F.F.=865.04F.F. GARAGE=860.16SB-9 BILLINGSLEY CREEK 15' GAS LINE EASEMENT COLUMBIA GAS OF OHIO, INC. DB 2869 PG 636 EX 15" CMP BILLING S L E Y C R E E K G G G G G G G G G G G G G G G G G G G G G G G G G G G G EX 12" CPP GGGGGG⅊ ⅊ ⅊ ⅊ 273-008800-00 GARY L. WENNEKER & KATHY ANN EVANS-DYER 4333 BRIGHT RD IN. 200207090168516 0.737 ACRES 273-008382-00 GREGORY BROWN 4321 BRIGHT RD IN. 200412200287029 0.803 ACRES SB SB 15" 8"8" 8"24"24"24" 24" 24" 6" 18" 15"6"6"8" SB SB-14 SB-17 SB-18⅊ MB MB MB MB EX. R/W17 8" SAN (18-019-CIP) PROP. PUBLIC UTILITY EASEMENT 25'25'35'S83°12'30"E S76°15'51"ES05°21'08"WPROP. PUBLIC UTILITY EASEMENT 8" WATER (18-020-CIP) (18-073_020)8" WATER (18-020-CIP)(18-073_022)17.5'25'TYPE A HYDRANT SETTING STA: 45+09.58, 15.0' R 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 BRIGHT ROAD (R/W VARIES)GRANDEE CLIFFS DRIVE (50' R/W)16 AFLOOD WAY A100YR FLOODPLAINA FLOO D W A Y A 100Y R FLO O D P L AI NAFLOODWAYA100YR FLOODPLAIN4 2 3 3 3 3 417.5'8" WATER (1 8 - 0 2 0 - C I P ) 8" WATER 5 STA: 46+10.23 1 6 W WV W W W W W W YH D WV W W W W W WW W W W W W W W W W W W WWW W W W W W W W W W W W W WWWW WWWWWW857.53 857.53 857.53 857.22 853.54 849.86 846.84 856.12 859.07 859.96857.53 857.53 855.38 851.70 846.84 853.87 857.94 5.50 5.56 7.30 6.36 6.48 5.74 9.62 6.64 6.60 6.746.29 8.14 6.04 7.14 5.84 6.80 6.70 ** 840 850 860 870 840 850 860 870 STATION SURFACE C/L ELEV. CUT 44+95.21 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 52+39.6945+50 46+50 47+50 48+50 49+50 50+50 51+50 862.69 862.76 864.50 863.24 859.69 855.26 856.13 862.42 865.34 866.36863.49 865.33 861.08 858.50 852.34 860.34 864.31 8" WATER EX. 8" W A T E R ( 1 8 - 0 2 0 - C I P ) (18-073 _ 0 2 0 ) EX. 8" WATER (18-020-CIP) (18-073_020) EX. 8" WATER ( 1 8 - 0 2 0 - C I P ) (18-073_020) TOP OF ROCK ELEV = 845.19 EXISTING GRADE EXISTING GRADE SB-9℄GRANDEE CLIFFS DRIVE 6" SAN SERVICE (18-019-CIP) 8" SAN (18-019-CIP) EX. GAS EX. 15" STM CONNECT TO EX. 8" WATERSTA=46+07.56, CL ELEV=857.534' MIN. TOP OF ROCK ELEV = 840.72 SB-17TOP OF ROCK ELEV = 840.68 TOP OF ROCK ELEV = 840.30SB-18SB-140.00%8"X6" ANCHOR TEESTA=45+09.583" SLEEVE (18-020-CIP) (18-073_020) 5.56 7.306.29 857.53 857.53857.53 DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE06015300HV102.55BRIGHT ROADPLAN AND PROFILEMATCH LINE - STA: 44+95.21SEE SHEET 19CODED NOTES 3" SLEEVE FOR FUTURE WATER SERVICE INSTALLED PER 18-020-CIP DO NOT DISTURB EXISTING CURB AND GUTTER 6" SANITARY SERVICE INSTALLED PER 18-019-CIP FUTURE WATER SERVICE LOCATION CONNECT TO EX. 8" W/L (18-020-CIP). EX. 8" PLUG & THRUST BLOCK TO BE REMOVED. EX. 3/4" WATER SERVICE INSTALLED PER 18-020-CIP, TAP #100190962 1 2 3 4 5 6 FLOODWAY AND FLOODPLAIN SHOWN HAVE BEEN OBTAINED FROM THE NATIONAL FLOOD INSURANCE PROGRAM PROVIDED BY FEMA, MAP NUMBER 39049C0151K, REVISION DATE JUNE 17, 2008. A REFER TO SHEET 24 FOR DRIVEWAY REPLACEMENT DETAILS NOTE: PROPOSED SYMBOLS W PROPOSED WATER PIPE PROPOSED FIRE HYDRANTYHD PROPOSED WATER VALVEWV 1 SAN SANITARY SEWER PER 18-019-CIP SANITARY MANHOLE PER 18-019-CIP PROPOSED ROADWAY TRENCH W WATER PIPE INSTALLED PER 18-020-CIP FIRE HYDRANT INSTALLED PER 18-020-CIP WATER VALVE INSTALLED PER 18-020-CIP PROPOSED CONCRETE DRIVE PROPOSED ASPHALT DRIVE 20 24 W PROPOSED 1 1/2" ASPHALT MILL AND OVERLAY, SEE DETAIL 5 ON SHEET 4 ODOT ITEM 304 COMPACTED GRANULAR MATERIAL (NO SLAG) OR ODOT ITEM 613, TYPE 2 **H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CPNP-2_000.dwg, 5/20/2022 1:00:27 PM, mcouvreur 3961 ORCHARD CREST WATER SERVICE 810 815 820 825 830 835 840 810 815 820 825 830 835 840 EXISTING GRADE 828.8828.1828.1827.5825.40+000+85.50 7225 RIVERSIDE DRIVE SLEEVE 810 815 820 825 830 835 840 810 815 820 825 830 835 840 EXISTING GRADE 830.8829.9829.8829.30+000+87.50 W W W W W W W W W W W WEX. 8" FORCEMAIN EX. 24" SAN EX. 4" GAS EX. 8" FORCEMAIN EX. 4" GAS EX. 24" SAN3" PVC SCHEDULE 80 CONDUIT 3/4" WATER SERVICE 18" MIN. 12" MIN. 12" WATER MAIN 18" MIN.EX. R/W3/4" CURB STOP AND BOX 829.4EX. ELEVATION EX. ELEVATION 12" MIN. 12" WATER MAIN 18" MIN. 18" MIN.EX. R/WEX. R/W42" MIN60" MAX COVER42" MIN60" MAX COVER3" PVC SCHEDULE 80 CONDUIT 7281 RIVERSIDE DRIVE WATER SERVICE 810 815 820 825 830 835 840 810 815 820 825 830 835 840 EXISTING GRADE 835.8832.8832.6831.90+000+87.50 7241 RIVERSIDE DRIVE SLEEVE 810 815 820 825 830 835 840 810 815 820 825 830 835 840 EXISTING GRADE 835.2831.3831.2831.10+000+87.50 W 12" STM 19-011-CIP EX. 4" GAS EX. 8" FORCEMAIN EX. 24" SAN 3" PVC SCHEDULE 80 CONDUIT EX. 8" FORCEMAIN 3/4" WATER SERVICE EX. 4" GAS 15" STM 19-011-CIP EX. 24" SAN 3/4" CURB STOP AND BOX 2'831.3831.3EX. ELEVATION EX. ELEVATION 12" WATER MAIN 12" WATER MAINEX. R/WEX. R/WEX. R/WEX. R/W18" MIN. 18" MIN. 12" MIN.12" MIN. 18" MIN. 18" MIN. 12" MIN. 12" MIN. W W W W W W W W W W 42" MIN60" MAX COVER42" MIN60" MAXCOVER3" PVC SCHEDULE 80 CONDUIT DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE0205100HV102.55RIVERSIDE DRIVESERVICE PROFILES21 24 3" SCHEDULE 80 PVC CONDUIT SLEEVES SHALL BE DIRECTIONAL BORED UNDER RIVERSIDE DRIVE. PNEUMATIC METHODS OF DIRECTIONAL BORE ARE NOT PERMITTED. PLACE WATER SERVICES IN 3" SLEEVE. NOTE:H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CPNP-SERVICE_000.dwg, 5/20/2022 1:00:45 PM, mcouvreur XXX X X XXXX X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XX X EX INVISIBLE FENCE EX. R/W EX. R/W EX. R/W EX. R/W EX. R/WEX. R/WEX. R/W EX. R/WEX. R/W EX ASPHALT DR IVE EX. E/P EX. E/PEX. E/PEX. E/P EX. E/P EX. E/P EX. C&GEX. C&GEX. ASPHALT DRIVEEX ASPHALT DRIVEEX CONCRETE DRIVEEX ASPHALT DRIVEEX ASPHALT DRIVEEX ASPHALT DRIVEEX. R/WEX. R/W 15' GAS LINE EASE M E N T COLUMBIA GAS OF O H I O , I N C . DB 2869 PG 636 MB MB MB MB MB MB EX. E/P EX. R/W273-011149-00 DAVID HAIMBAUGH 0 BRIGHT RD IN. 200112260301047 IN. 200302270057975 3.549 ACRES 273-008674-00 BARBARA A. BROWN 4396 BRIGHT RD OR 3755 D-02 2.093 ACRES 273-008618-00 DAVID HAIMBAUGH 4338 BRIGHT RD IN. 200112260301047 PARCEL 1 10.734 ACRES (RESIDUAL) 273-008618-00 DAVID HAIMBAUGH 4338 BRIGHT RD IN. 200112260301047 PARCEL 1 10.734 ACRES (RESIDUAL) 273-008728-00 JANET C. PIPIC 4355 BRIGHT RD IN. 200601230013783 0.590 ACRES 273-008729-00 SHARON L. HUBER & JUDITH E. LONG 4345 BRIGHT RD IN. 199903010051331 0.570 ACRES 273-008800-00 GARY L. WENNEKER & KATHY ANN EVANS-DYER 4333 BRIGHT RD IN. 200207090168516 0.737 ACRES 273-008382-00 GREGORY BROWN 4321 BRIGHT RD IN. 200412200287029 0.803 ACRES ⅊ ⅊ ⅊ EL DY EL #4355 F.F.=867.23 F.F. GARAGE=865.57 #4345 F.F.=867.70 F.F. GARAGE=865.16 #4333 F.F.=865.04 F.F. GARAGE=860.16 #4396 FF=862.40 FF GARAGE=860.65 ⅊ ⅊ BRIGHT ROAD (R/W V A R I E S )BRIGHT R O A D (R/W V A R I E S ) ℄ ℄GRANDEE CLIFFS DRIVE (50' R/W)℄EL DY EL DRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALE0601530BRIGHT ROAD PAVEMENT MARKINGLINE SPECIFICATIONS 4" CENTER LINE, SOLID DOUBLE YELLOW 4" EDGE LINE, WHITE DY EL NOTE: 1.ALL STRIPING PER ITEM ITEM 644 BRIGHT ROAD PAVEMENT MARKING PLAN SCALE: 1"=30' 22 24 H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CSTRIPING000.dwg, 5/20/2022 1:00:55 PM, mcouvreur W W W W W W W W W W W W W W G G G G G G G G G G G G G EX. E/P MB 0+000+42.508'3'5'5'3'6'2'2'6'18'10'2'6'18'PROP. PUBLIC UTILITY EASEMENT BRIGHT ROAD (R/W VARIES) ℄℄ DRIVEEX. E/P EX. R/W EX. R/W EX. GRAVEL DRIVE S88°27'21"E 8 9 ° 5 2 ' 3 4 "18'20'854.92± 854.89 854.86± 85 5 . 1 3 ±855.1085 5 . 2 4 ±855.2185 5 . 3 4 ±855.3185 5 . 4 0 ±855.3785 5 . 4 3 ±855.40855.50± 855.47 855.52±855.42855.76± 855.87± 855.86±855.08EX 18" CPP 8" SAN (18-019-CIP) 8" WATER 4729 BRIGHT RD DRIVEWAY CL PROFILE 850 855 860 865 850 855 860 865 EXISTING GRADEPROPOSED GRADE 855.4855.4855.3855.3855.4855.7855.8855.9855.8855.8855.33±855.38±855.50±855.62±855.74±855.85±0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+42.50EX. R/WEX. E/PEX. GRAVEL DRIVE℄ BRIGHTROADPROP.EASEMENT-1.56%2.35%± EX. ELEVATION 0102.550HV102.55BRIGHT ROADDRIVEWAY DETAILSDRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALEDRIVEWAY DETAIL 4729 BRIGHT ROAD 1"=5' 23 24 PROPOSED GRAVEL DRIVE PROPOSED SYMBOLS 826.23 PROPOSED SPOT ELEVATION H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CDRIVE_DET_BRIGHT000.dwg, 5/20/2022 1:01:13 PM, mcouvreur WWWW W W W W W W W W W W W W W BRIGH T R O A D (R/W V A RI E S ) MB 0 + 0 0 0 + 2 8 . 1 5 2' 1 1 '6'11'4'7'2' 5 ' 8'5'5'℄ D R I V E EX. E/PEX. E/ P EX. ASPHALT DRIVE 8 6 2 . 3 3 ± 8 6 2 . 2 3 ± 8 6 2 . 1 9 8 6 2 . 1 3 ±862.108 6 1 . 8 8 8 6 2 . 0 5 ± 8 6 2 . 0 2 8 6 2 . 0 1 8 6 2 . 0 4 ± 8 6 2 . 0 6 ± 8 6 2 . 0 3 8 6 2 . 0 9 ± 8 6 2 . 0 6 8 6 2 . 1 0 ± 8 6 1 . 7 6 8 6 1 . 2 1 ± 8 6 1 . 2 4 ± 8 6 1 . 3 2 ±8" WATE R REMOVE EX. ASPHALT DRIVE 4396 BRIGHT RD DRIVEWAY CL PROFILE 855 860 865 870 855 860 865 870 EXISTING GRADE PROPOSED GRADE 862.1862.1862.1861.4861.3861.1861.0862.05±861.81±861.46±0+000+050+100+150+200+250+28.15 EX. E/PEX. ASPHALT DRIVE℄ BRIGHTROAD-1.56%-7.00%± PROP. 8" WATER EX. ELEVATION W W W W W W W W W W W W W W 21" 15" G G G G G G G G G G G G G G EX 4" GAS MP MB S83°12'30"E 0+000+22.514'2'8' 8' 10'1'2'5'3'2'3'5'16' BRIGHT ROAD ( R / W V A R I E S ) ℄℄ DRIVEEX. E/P EX. E/P EX. R/W EX. R/W ⅊EX. ASPHALT DRIVE87°44'48"18'862.13±862.14±862.19±862.11 862.15861.98 862.24±862.25862.28±862.40±862.37862.55±862.51862.54±862.51±862.48862.27862.46862.49±862.56± 862.40± EX 6" VCP EX YARD DRAIN EX 6" VCP 8" WATER REMOVE EX. ASPHALT DRIVE YD W W W W W W W W W W W W W EX 12" RCP 5" G G G G G G G G G G G G MB0+000+22.503' 9' 9' 6'2'7'2'18'2'3'6'BRIGHT ROAD ( R / W V A R I E S ) ℄ S83°12'30"E ℄ DRIVEEX. E/P EX. E/P EX. R/W EX. R/W EX. CONCRETE DRIVE 90°5 1' 2 2"18'863.44±863.39863.42±863.34±863.31 863.63 863.72± 863.56± 863.36± 863.21 863.24±863.03±863.00862.99±862.96862.96±863.12 EX 6" VCP EX 12" RCP 8" WATER REMOVE EX. CONCRETE DRIVE REMOVE EX. ASPHALT DRIVE 4355 BRIGHT RD DRIVEWAY CL PROFILE 855 860 865 870 855 860 865 870 EXISTING GRADE PROPOSED GRADE 862.5862.4862.4862.4862.5862.6862.38±862.40±0+00 0+05 0+10 0+15 0+22.51EX. R/WEX. E/PEX. ASPHALTDRIVE℄ BRIGHTROAD-1.56%0.43%± EX. 6" VCP (APPROXIMATE ELEVATION) TO REMAIN EX. ELEVATION 4345 BRIGHT RD DRIVEWAY CL PROFILE 855 860 865 870 855 860 865 870 EXISTING GRADE PROPOSED GRADE 863.3863.2863.4863.5863.7863.8863.24±863.34±863.54±0+00 0+05 0+10 0+15 0+22.50EX. R/WEX. E/PEX. CONC. DRIVE℄ BRIGHTROAD-1.56%4.04%± EX. 6" VCP (APPROXIMATE ELEVATION) TO REMAIN EX. ELEVATION 0102.550HV102.55BRIGHT ROADDRIVEWAY DETAILSDRAWNCHECKEDWATER LINE EXTENSIONSAREAS 4A, 4B 18-038-CIPJCBMJCSCALEDRIVEWAY DETAIL 4355 BRIGHT ROAD 1"=5' DRIVEWAY DETAIL 4396 BRIGHT ROAD 1"=5' 826.23 DRIVEWAY DETAIL 4345 BRIGHT ROAD 1"=5' 24 24 PROPOSED ASPHALT DRIVE PROPOSED SYMBOLS PROPOSED CONCRETE DRIVE PROPOSED SPOT ELEVATION H:\Columbus\P\170474\DWG\000\SHEETS WATER 4A\170474CDRIVE_DET_BRIGHT000.dwg, 5/20/2022 1:01:22 PM, mcouvreur CALCULATED CHECKED DEF SCBGENERAL NOTES202WATER LINE EXTENSION AREA 4A PHASE 2 GENERALCITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, 2018 EDITION,AND ANY SUPPLEMENTS THERETO, ALONG WITH CITY OF DUBLIN GENERALCONDITIONS, DIVISION 100 SHALL GOVERN CONSTRUCTION ITEMS UNLESSOTHERWISE NOTED. ITEM NUMBERS LISTED REFER TO CITY OF COLUMBUS ITEMNUMBERS UNLESS OTHERWISE NOTED.THE CONTRACTOR INTENDING TO SUBMIT A BID FOR THIS PROJECT SHALL BEPRE-QUALIFIED WITH THE OHIO DEPARTMENT OF TRANSPORTATION IN ACCORDANCEWITH SECTION 102 OF THE ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS,AND CHAPTER 5525 OF THE OHIO REVISED CODE CONCERNING CONSTRUCTIONCONTRACTS.ALL ITEMS OF WORK CALLED OUT FOR ON THE PLANS FOR WHICH NO SPECIFICMETHOD OF PAYMENT IS PROVIDED SHALL BE PERFORMED BY THE CONTRACTORWITH THE COST TO BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS RELATEDITEMS.IT IS THE INTENTION OF THE CONTRACT DOCUMENTS TO PROVIDE AND REQUIRE ACOMPLETED PROJECT READY FOR OPERATION. ANY WORK ITEMS OMITTED FROMTHE CONTRACT DOCUMENTS WHICH ARE CLEARLY NECESSARY FOR COMPLETIONOF THE WORK AND ITS APPURTENANCES SHALL BE CONSIDERED A PART OF SUCHWORK, THOUGH NOT DIRECTLY SPECIFIED OR CALLED FOR IN THE CONTRACTDOCUMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, SUCH INCIDENTAL ITEMS ASSAW CUTTING AND REMOVAL AND/OR RELOCATION OF SIGNS, SPRINKLERS, OROTHER MISCELLANEOUS ITEMS.THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS,PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOTSPECIFIED HEREIN. THE CITY ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ONTHE WORK SITE, OR FOR FAILURE BY THE CONTRACTOR TO PERFORM WORKACCORDING TO CONTRACT DOCUMENTS.THE CONTRACTOR SHALL NOTIFY THE CITY OF DUBLIN DIVISION OF ENGINEERING INWRITING AT LEAST 3 DAYS PRIOR TO BEGINNING CONSTRUCTION.THE CITY IS RESPONSIBLE FOR OBTAINING AND PROVIDING TO THE CONTRACTORALL NECESSARY PERMITS.ANY MODIFICATION TO THE WORK SHOWN ON DRAWINGS MUST HAVE PRIORWRITTEN APPROVAL BY THE CITY ENGINEER, CITY OF DUBLIN.FOLLOWING COMPLETION OF CONSTRUCTION, A PROOF SURVEY SHALL BEPROVIDED BY THE CONTRACTOR TO THE DIVISION OF ENGINEERING THATDOCUMENTS "AS-BUILT" ELEVATIONS, DIMENSIONS, SLOPES, AND ALIGNMENTS OFALL PUBLIC UTILITIES (SANITARY, STORM, WATER) COMPLETED AS PART OF THISPROJECT. THE PROOF SURVEY SHALL BE PREPARED, SIGNED, AND SUBMITTED BYAN OHIO PROFESSIONAL ENGINEER OR PROFESSIONAL SURVEYOR. THECONTRACTOR SHALL REVISE THE ORIGINAL PDF IN RED INK, TO THE SATISFACTIONOF THE CITY, SHOWING ALL CHANGES IN THE WORK. THE COST OF THE PROOFSURVEY, INCLUDING PDF REVISIONS, WILL BE PAID AT THE LUMP SUM PRICE BID FORITEM SPECIAL - PROOF SURVEY. THE FOLLOWING ESTIMATED QUANTITY HAS BEENCARRIED TO THE GENERAL SUMMARY.ITEM SPEC - PROOF SURVEY 1 LUMPTHE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLICRIGHT-OF-WAY AND AREAS DEFINED AS PERMANENT AND/OR TEMPORARYCONSTRUCTION EASEMENTS, UNLESS OTHERWISE AUTHORIZED BY THE CITYENGINEER.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTYCORNERS, REFERENCE POINTS, STAKES, AND OTHER SURVEY REFERENCEMONUMENTS OR MARKERS. IN CASES OF WILLFUL OR CARELESS DESTRUCTION, THECONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATIONS. RESETTING OFMARKERS SHALL BE PERFORMED BY AN OHIO PROFESSIONAL SURVEYOR ASAPPROVED BY THE CITY ENGINEER.PROPERTY BOUNDARIES, INCLUDING PROPERTY LINES AND ROAD RIGHT-OF-WAY,ARE SHOWN FROM THE BEST INFORMATION AVAILABLE AND ARE NOT NECESSARILYCOMPLETE OR CORRECT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINISHED WORK CONFORMINGTO THE LINES, GRADES, ELEVATIONS, AND DIMENSIONS CALLED FOR ON THEDRAWINGS AND TYPICAL SECTIONS. PAYMENT FOR CONSTRUCTION LAYOUT SHALLBE MADE AT THE LUMP SUM PRICE BID FOR ITEM 623 - CONSTRUCTION LAYOUTSTAKES. THE FOLLOWING ESTIMATED QUANTITY HAS BEEN CARRIED TO THEGENERAL SUMMARY.ITEM 623 - CONSTRUCTION LAYOUT STAKES 1 LUMPSUBSURFACE INVESTIGATIONS WERE PERFORMED FOR DESIGN AND ESTIMATINGPURPOSES AND ARE PROVIDED IN THE BIDDING DOCUMENTS. LOGS AND TESTS ARENOT WARRANTED TO SHOW THE ACTUAL SUBSURFACE CONDITIONS. THECONTRACTOR SHALL EXAMINE THIS INFORMATION AND OBTAIN ADDITIONALINFORMATION AT HIS OWN EXPENSE, IF NECESSARY, IN HIS JUDGMENT.NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLICSTREETS OR HIGHWAYS WITHOUT THE WRITTEN PERMISSION OF THE CITYENGINEER.THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTERCONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES ORWATERCOURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TOTHE GRADES AND CROSS-SECTIONS THAT EXISTED BEFORE CONSTRUCTION.ALL NON-PAVEMENT AREAS DISTURBED WITHIN THE DESIGNATED EASEMENTS,RIGHTS-OF-WAY, AND LIMITS OF DISTURBANCE AS SHOWN, SHALL BE SEEDED ANDSTRAWED IN ACCORDANCE WITH ITEM 659 - SEEDING AND MULCHING, AS PER PLAN.ALL AREAS DISTURBED OUTSIDE THESE LIMITS SHALL BE SEEDED AND STRAWED ATTHE CONTRACTOR'S EXPENSE.TREE TRIMMING WITHIN THE CONSTRUCTION ZONE IS TO BE COMPLETED BY ACERTIFIED ARBORIST. AT THE COMPLETION OF THE PROJECT, THE ARBORIST IS TORETURN AND TRIM ANY BROKEN BRANCHES AS NEEDED.TRACKING OR SPILLING MUD, DIRT, OR DEBRIS UPON STREETS, RESIDENTIAL ORCOMMERCIAL DRIVES, SIDEWALKS, OR BIKE PATHS IS PROHIBITED ACCORDING TOSECTION 97.38 OF THE DUBLIN CODE OF ORDINANCES. ANY SUCH OCCURRENCESHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THECITY. IF THE CONTRACTOR FAILS TO REMOVE SAID MUD, DIRT, DEBRIS, OR SPILLAGE,THE CITY RESERVES THE RIGHT TO REMOVE THESE MATERIALS AND CLEANAFFECTED AREAS, THE COST OF WHICH SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.ALL SIGNS, LANDSCAPING, STRUCTURES, OR OTHER APPURTENANCES WITHINRIGHT-OF-WAY DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BEREPLACED OR REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. THE COSTOF THIS WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.ALL FIELD TILE BROKEN OR ENCOUNTERED DURING EXCAVATION SHALL BEREPLACED OR REPAIRED AND CONNECTED TO THE PUBLIC STORM SEWER SYSTEMAS DIRECTED BY THE CITY ENGINEER. THE COST OF THIS WORK SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.STORM INLETS OR CATCH BASINS SHALL BE CHANNELIZED AND HAVE BICYCLE SAFEGRATES. MANHOLE LIDS SHALL INCLUDE CITY OF DUBLIN LOGO AND ALL CURB INLETAND CATCH BASIN GRATES SHALL INCLUDE ENGRAVED LETTERING: “DUMP NOWASTE; DRAINS TO RIVER.”ALL TRENCHES WITHIN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED ACCORDING TOTHE APPROVED CONSTRUCTION DRAWINGS OR SECURELY PLATED DURINGNONWORKING HOURS. TRENCHES OUTSIDE THESE AREAS SHALL BE BACKFILLED ORSHALL BE PROTECTED BY APPROVED TEMPORARY FENCING OR BARRICADESDURING NONWORKING HOURS. CLEAN UP SHALL FOLLOW CLOSELY BEHIND THETRENCHING OPERATION.UNLESS INDICATED OTHERWISE ON THE PLAN DETAILS, BACKFILL WITHIN A 1:1INFLUENCE LINE OF EXISTING STRUCTURES (HOUSES, GARAGES, ETC.) OR PUBLICINFRASTRUCTURE (PAVEMENT, CURBS, SIDEWALKS, SHARED USE PATHS, ETC.)SHALL BE COMPACTED GRANULAR BACKFILL ACCORDING TO ITEM 912 OF THESTANDARD SPECIFICATIONS OR LOW STRENGTH MORTAR BACKFILL, TYPE 2ACCORDING TO ITEM 613. ITEM 911 OF THE STANDARD SPECIFICATIONS SHALL BEUSED ELSEWHERE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDITION OF TRENCHESWITHIN THE RIGHT-OF-WAY AND PUBLIC EASEMENTS FOR A PERIOD OF ONE YEARFROM THE FINAL ACCEPTANCE OF THE WORK, AND SHALL MAKE ANY NECESSARYREPAIRS AT NO COST TO THE CITY.DRAINAGETHE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO MAINTAIN AT ALLTIMES STORM SEWER, DRAIN, AND DITCH FLOWS THROUGH EXISTING FACILITIES TOREMAIN IN PLACE AND THROUGH EXISTING FACILITIES TO BE REPLACED UNTIL NEWFACILITIES ARE COMPLETED AND PUT INTO SERVICE. THE FLOW OF ALL STORMSEWER, DRAINS, AND OTHER WATERCOURSES ENCOUNTERED AND DISTURBED ORDESTROYED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TOA CONDITION SATISFACTORY TO THE CITY ENGINEER. PAYMENT FOR THIS SHALL BEINCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF THE CONTRACT.WHERE THE WORK CALLS FOR RELOCATION OF EXISTING DITCHES OR STORMSEWER, THE CONTRACTOR SHALL REESTABLISH THE OUTLETS OF ALL PRIVATEDRAINS ENCOUNTERED; SUCH AS DOWNSPOUTS, FOUNDATION DRAINS, CATCHBASINS, YARD DRAINS, ETC., INTO THE NEAREST NEW DITCH OR STORM SEWER ASAPPROVED BY THE ENGINEER. THE COST FOR REESTABLISHING PRIVATE DRAINOUTLETS SHALL BE INCLUDED IN THE VARIOUS STORM SEWER ITEMS.EXISTING STORM SEWER LOCATED WITHIN THE WORK LIMITS THAT IS TO REMAIN INSERVICE HAS BEEN MARKED ON THE PLANS "TO REMAIN' OR 'DO NOT DISTURB". THECONTRACTOR SHALL PROTECT THESE SEWERS AND THEIR ASSOCIATEDSTRUCTURES FROM DAMAGE DURING CONSTRUCTION. ALL OTHER EXISTING STORMSEWER PIPE, CATCH BASINS, AND INLETS LOCATED WITH IN THE CONSTRUCTIONLIMITS NOT DESIGNATED TO REMAIN SHALL BE REMOVED AND DISPOSED OF BY THECONTRACTOR IN ACCORDANCE WITH THE APPLICABLE ITEM 202. EXISTINGHEADWALLS SHALL BE REMOVED AND DISPOSED OF AS INDICATED WITH NOSEPARATE PAYMENT.ALL PRECAST CONCRETE PRODUCTS SHALL BE INSPECTED AT THE LOCATION OFMANUFACTURER. APPROVED PRECAST CONCRETE PRODUCTS WILL BE STAMPED ORHAVE SUCH IDENTIFICATION NOTING THAT INSPECTION HAS BEEN PERFORMED BYTHE CITY OF COLUMBUS. PRECAST CONCRETE PRODUCTS WITHOUT PROOF OFINSPECTION SHALL NOT BE APPROVED FOR INSTALLATION. THE COST OFINSPECTION SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS RELATEDITEMS.CROSSINGS AND CONNECTIONS TO EXISTING PIPES AND UTILITIESWHERE PLANS CALL FOR CONDUIT TO BE CONNECTED TO, OR CROSS OVER ORUNDER AN EXISTING SEWER OR UNDERGROUND UTILITY, THE CONTRACTOR SHALLLOCATE THE EXISTING PIPES OR UTILITIES FOR BOTH LINE AND GRADE PRIOR TOSTART OF PIPE LAYING.IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONDUIT OR EXISTINGAPPURTENANCE TO BE CONNECTED DIFFERS FROM THE PLAN ELEVATION, THE CITYENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTIONOF THE PROPOSED CONDUIT WHICH WILL BE AFFECTED BY THE VARIANCE IN THEEXISTING ELEVATIONS.IF IT IS DETERMINED THAT A PROPOSED CONDUIT WILL CONFLICT WITH AN EXISTINGSEWER OR UNDERGROUND UTILITY WHEN CONSTRUCTED AS SHOWN ON THE PLAN,THE CITY ENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION ON ANYPORTION OF THE PROPOSED CONDUIT WHICH WOULD BE AFFECTED BY THECONFLICT.PAYMENT FOR DETERMINATION OF LINE AND GRADE OF EXISTING UTILITIES ASREQUIRED SHALL BE INCLUDED IN THE CONTRACT PRICE FOR THE PERTINENTCONTRACT ITEMS.ITEM 201 - CLEARING AND GRUBBINGALL TREES AND STUMPS SPECIFICALLY MARKED FOR REMOVAL WITHIN THECONSTRUCTION LIMITS OF THIS PROJECT SHALL BE REMOVED UNDER PROJECT NO.19-011-CIP. TREES WITH TRUNK DIAMETERS 12 INCHES AND LESS SHALL BECONSIDERED BRUSH AND THEIR REMOVAL PAID UNDER ITEM 201 - CLEARING ANDGRUBBING.ITEM 653 - 4" TOPSOIL FURNISHED AND PLACED, AS PER PLANA MINIMUM 4 INCHES OF TOPSOIL SHALL BE PLACED IN ALL AREAS TO BE SEEDED.PRIOR TO PLACING TOPSOIL IN CUT AREAS, THE EARTH SHALL BE EXCAVATED TO ADEPTH SUFFICIENT TO PLACE 4 INCHES OF TOPSOIL. THE COST OF EXCAVATION ANDDISPOSAL OF SURPLUS MATERIALS WILL NOT BE PAID FOR SEPARATELY, BUT SHALLBE INCLUDED IN THE COST OF THE VARIOUS CONTRACT ITEMS.TOPSOIL SHALL BE REMOVED AND WASTED OR UTILIZED IN NON-LOAD BEARINGFILLS IN ACCORDANCE WITH THE SPECIFICATIONS. NO EXTRA COMPENSATION SHALLBE PAID FOR THE REMOVAL OF EXCESS TOPSOIL AS REQUIRED TO OBTAIN ASUITABLE SUBGRADE.ALL TOPSOIL MATERIALS AND FINAL AREA OF SUBGRADE PREPARATION SHALL BEFREE FROM ROCK AND OTHER FOREIGN MATERIAL OF 1/2" OR GREATER IN ANYDIMENSION. TOPSOIL REMOVED ON SITE CAN BE REUSED FOR ITEM 653 - TOPSOILFURNISHED AND PLACED, AS PER PLAN, IF SUITABLE AS APPROVED BY THEENGINEER.UTILITIESTHE FOLLOWING UTILITIES ARE KNOWN TO BE LOCATED WITHIN THE LIMITS OF THISPROJECT:CITY OF DUBLINAT&T LNS & COREDIVISION OF ENGINEERINGATTN: BILL HARKNESSATTN: KEN RICHARDSON, PE, PS5980 - G WILCOX PLACE6555 SHIER RINGS ROADDUBLIN, OHIO 43016DUBLIN, OHIO 43016OFFICE: (614) 760-8320ATTN: (614) 410-4631CELL: (770) 316-5309DUBLINKCENTURY LINKATTN: JOE TEPPER ATTN: CHRIS STRAYERMATT BLACKSTONE441 W BROAD STC/O TEAM FISHELPATASKALA, OHIO 430621600 WALCUTT RDCELL: (303) 886-1299COLUMBUS, OHIO 43228JOE OFFICE (614) 921-8620MATT OFFICE (614) 921-8524MATT CELL: (614) 395-9701FAX: (614) 850-7170AEP OHIOFRONTIER COMMUNICATIONSAERIAL DISTRIBUTIONATTN: ROBERT CHANDLERATTN: PAUL PAXTON19 EAST CENTRAL AVE700 MORRISON ROAD - 3RD FLOORDELAWARE, OHIO 43015GAHANNA, OHIO 43230OFFICE: (740) 369-0826ATTN: (614) 883-6831AEP OHIOCHARTER COMMUNICATIONSUNDERGROUND DISTRIBUTIONATTN: SAM LUTZATTN: PAT FEENEY3760 INTERCHANGE RD700 MORRISON RD - 3RD FLOORCOLUMBUS, OHIO 43204GAHANNA, OHIO 43230OFFICE: (614) 481-5047ATTN: (614) 883-6873CELL: (614) 348-2966AEP OHIOWOW INTERNET CABLE & PHONEAERIAL TRANSMISSIONATTN: ROGER SISLERATTN: BARBARA DUNLAP3675 CORPORATE DR700 MORRISON RD - 3RD FLOORCOLUMBUS, OHIO 43231GAHANNA, OHIO 43230OFFICE: (614) 948-4661ATTN: (614) 552-1893COLUMBIA GASAT&TATTN: MARK CHISTMANATTN: MIKE LEPLEY3550 JOHNNY APPLESEED CT111 NORTH 4TH STCOLUMBUS, OHIO 43231COLUMBUS, OHIO 43215ATTN: (614) 818-2113OFFICE: (614) 329-2195CELL: (614) 230-2600MCHRISTMAN@NISOURCE.COMTHE CONTRACTOR SHALL GIVE NOTICE OF INTENT TO CONSTRUCT TO OHIOUTILITIES PROTECTION SERVICE (TELEPHONE NUMBER 800-362-2764), PRODUCER'SUNDERGROUND PROTECTION SERVICE (TELEPHONE NUMBER 614-587-0486), AND TOOWNERS OF UNDERGROUND UTILITIES THAT ARE NOT MEMBERS OF A REGISTEREDUNDERGROUND PROTECTION SERVICE. NOTICE SHALL BE GIVEN AT LEAST 2WORKING DAYS BEFORE START OF CONSTRUCTION.THE IDENTITY AND LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THECONSTRUCTION AREA HAVE BEEN SHOWN ON THE APPROVED CONSTRUCTIONDRAWINGS AS ACCURATELY AS PROVIDED BY THE OWNER OF THE UNDERGROUNDUTILITY. THE CITY OF DUBLIN, CITY ENGINEER, AND THE DESIGN PROFESSIONALASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR DEPTHS OF UNDERGROUNDFACILITIES SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS. IF DAMAGE ISCAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF THE SAME ANDFOR ANY RESULTING CONTINGENT DAMAGE.LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIESAND APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVEDCONSTRUCTION DRAWINGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES AREENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE OWNER AND THE CITY ENGINEER.THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE PROXIMITY OFEXISTING AND/OR RELOCATED UTILITY FACILITIES. COSTS TO EXPOSE CONDUITSHALL BE INCLUDED IN THE ITEMS OF WORK AFFECTED. THE CONTRACTOR ISREMINDED TO KEEP THEIR OUPS TICKET UPDATED ACCORDING TO INDUSTRYPRACTICES.EROSION AND SEDIMENT CONTROLA SEDIMENT AND EROSION CONTROL PLAN MUST BE SUBMITTED TO THE CITYENGINEER FOR APPROVAL IF A SEDIMENT AND EROSION CONTROL PLAN HAS NOTALREADY BEEN INCLUDED WITH THE APPROVED CONSTRUCTION DRAWINGS. THISPLAN MUST BE MADE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE DESIGNOF EROSION CONTROL SYSTEMS SHALL FOLLOW THE REQUIREMENTS OF OHIO EPA,ITEM 207 OF CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS,AND THE CITY ENGINEER.USE OF FIRE HYDRANTSTHE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS WITH THE DUBLINSERVICE DEPARTMENT AND THE COLUMBUS DIVISION OF WATER FOR THE USE OFFIRE HYDRANTS WHEN USED FOR WORK PERFORMED UNDER THIS CONTRACT ANDPROVIDE THE CITY OF DUBLIN A COPY OF THE HYDRANT USAGE PERMIT OBTAINEDFROM THE CITY OF COLUMBUS. THE CONTRACTOR SHALL ALSO SEND COPIES OFPERMITS OBTAINED FROM DUBLIN AND COLUMBUS TO THE WASHINGTON TWP FIREDEPARTMENT. PERMITS SHALL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.BEFORE THE FINAL ESTIMATE IS PAID, THE CONTRACTOR SHALL SUBMIT A LETTERFROM THE CITY OF COLUMBUS DIVISION OF WATER TO THE CITY ENGINEER STATINGTHAT THE CONTRACTOR HAS RETURNED THE SIAMESE VALVE TO THE CITY OFDUBLIN AND HAS PAID ALL COSTS ARISING FROM THE USE OF THE FIRE HYDRANTS.AERIAL UTILITY COORDINATIONTHE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING NEAR THE EXISTINGOVERHEAD UTILITY LINES. CONTRACTOR SHALL CONTACT AND COORDINATEDIRECTLY WITH THE UTILITY COMPANIES DIRECTED AS NEEDED DURINGCONSTRUCTION AND SHALL MAINTAIN APPROPRIATE OSHA AND NESC CLEARANCES,INCLUDING AND NECESSARY ENGINEERING CONTROLS.WORK LIMITSTHE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTIONONLY. PROVIDE THE INSTALLATION AND OPERATION OF ALL WORK ZONE TRAFFICCONTROL AND WORK ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANSWHETHER INSIDE OR OUTSIDE THESE WORK LIMITS.WORKING HOURSTHE CONTRACTOR IS PERMITTED TO WORK BETWEEN 7:00 AM AND 7:00 PM, MONDAYTHROUGH SATURDAY. ANY WORK WHICH REQUIRES A LANE RESTRICTION WILL BE INACCORDANCE WITH ITEM 614 - MAINTENANCE OF TRAFFIC, AS PER PLAN.PERMISSION TO WORK ON SUNDAYS AND HOLIDAYS MUST BE REQUESTED INWRITING AND APPROVED BY THE CITY ENGINEER.CONSTRUCTION NOISETHE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED SO AS TOELIMINATE ALL UNNECESSARY NOISE, DUST, AND ODORS. THE USE OF OIL OR OTHERMATERIALS FOR DUST CONTROL, WHICH MAY CAUSE TRACKING, IS PROHIBITED.CONTINGENCY QUANTITIESTHE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK SHOWN,LABELED, OR LISTED AS 'CONTINGENCY' OR REFERENCED BY PLAN NOTE TO BEUSED 'AS DIRECTED BY THE ENGINEER,' UNLESS AUTHORIZED BY THE ENGINEER, ORA REPRESENTATIVE OF THE CITY OF DUBLIN.PAVEMENTPAVEMENTS SHALL BE CUT IN NEAT, STRAIGHT LINES TO THE FULL DEPTH OFPAVEMENT, OR AS REQUIRED BY THE CITY ENGINEER.BUTT JOINTS BETWEEN EXISTING AND NEW PAVEMENT SHALL BE MADE INACCORDANCE WITH ODOT STD. CONSTRUCTION DWG BP-3.1. CALCULATED CHECKED DEF SCBGENERAL NOTES203 TREE PRESERVATION AND SITE CLEARINGALL TREES WITHIN THE CONSTRUCTION AREA NOT DESIGNATED FOR REMOVAL,WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE PRESERVED WITHOUTDAMAGE. TREES TO BE PRESERVED SHALL BE PROTECTED WITH HIGH VISIBILITYTREE PROTECTION FENCING PRIOR TO CONSTRUCTION. THE CITY RESERVES THERIGHT TO DIRECT THE CONTRACTOR TO INSTALL ADDITIONAL FENCING IN AREASWHERE TREES COULD BE DAMAGED DURING CONSTRUCTION. PAYMENT SHALL BEINCLUDED IN THE LUMP SUM PRICE BID FOR ITEM 655 - TREE PROTECTION DURINGCONSTRUCTION.PAVEMENT RESURFACINGFOLLOWING THE COMPLETION OF WATER LINE INSTALLATION AND TRENCH REPAIRUNDER RIVERSIDE DRIVE, THE CONTRACTOR SHALL RESURFACE THE NORTHBOUNDLANES OF RIVERSIDE DRIVE FROM STA. 103+60 TO STA. 106+00 AS SHOWN ON SHEET14. RESURFACING SHALL CONSIST OF PAVEMENT PLANING TO A DEPTH OF 1.5",PLACEMENT OF TACK COAT AND 1.5" OF ASHPALT CONCRETE SURFACE COURSE,AND REPLACEMENT OF DISTURBED PAVEMENT MARKINGS. THE FOLLOWINGESTIMATED QUANTITIES HAVE BEEN INCLUDED FOR THE WORK NOTED ABOVE:ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE (1.5") 640 SYITEM 407 - NON-TRACKING TACK COAT64 GALITEM 441 - ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG 62-22 54 TONITEM 644 - CENTER LINE0.05 MILEITEM 644 - EDGE LINE, 4 INCH0.05 MILEITEM 644 - LANE LINE, 4 INCH0.05 MILEITEM 659 - SEEDING AND MULCHING, AS PER PLANGRASS SEED MUST BE FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH THEA.O.S.A. "JOURNAL OF SEED TECHNOLOGY" RULES FOR TESTING SEEDS FOR PURITYAND GERMINATION TOLERANCES.SEED SPECIES SHALL BE AS FOLLOWS, WITH NOT LESS THAN 90 PERCENTGERMINATION, NOT LESS THAN 98 PERCENT PURE SEED, AND NOT MORE THAN 0.5PERCENT WEED SEED.CLASS I, TURFGRASS SEED MIX PROPORTIONED BY WEIGHT:A.50 PERCENT KENTUCKY BLUE GRASS (POA PRATENSIS).B.50 PERCENT PERENNIAL RYEGRASS (LOLIUM PERENNE).THE FOLLOWING QUANTITIES ARE PROVIDED TO PROMOTE GROWTH AND CARE OFPERMANENT SEEDED AREAS:ITEM 653 - 4" TOPSOIL FURNISHED AND PLACED 144 CYITEM 659 - SEEDING AND MULCHING, AS PER PLAN1,296 SYITEM 659 - COMMERCIAL FERTILIZER 0.18 TONITEM 659 - WATER7 MGALSEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOILWITHIN THE CONSTRUCTION LIMITS. QUANTITY CALCULATIONS FOR SEEDING ANDMULCHING ARE BASED ON THESE LIMITS AND WERE DERIVED FROM CADD AREAS.ITEM SPECIAL - 3" WATER SERVICE SLEEVE, AS PER PLANPROVIDE 3" WATER SERVICE SLEEVE FOR 3/4" AND 1" WATER SERVICE TAP AT 7195AND 7125 RIVERSIDE DRIVE. THE INSTALLATION OF A 3" PVC SCHEDULE 80 CONDUIT,END CAPS, CLEANOUTS, PLUGS, FRAMES, COVERS AND CONCRETE IS INCLUDEDWITHIN ITEM SPECIAL - 3" WATER SERVICE SLEEVE, AS PER PLAN QUANTITIES FORPAVEMENT.MAIL DELIVERYTHE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT US MAIL DELIVERYWITHIN THE PROJECT LIMITS IS NOT DISRUPTED BY CONSTRUCTION OPERATIONS.THIS RESPONSIBILITY IS LIMITED TO RELOCATION OF MAILBOXES TO A TEMPORARYLOCATION THAT WILL ALLOW THE COMPLETION OF THE WORK AND SHALL ALSOINCLUDE THE RESTORATION OF MAILBOXES TO THEIR ORIGINAL LOCATION ORAPPROVED NEW LOCATION. ANY RELOCATION OF MAILBOX SERVICES MUST BEFIRST 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 REQUIREMENTSOF THE POSTAL SERVICE.ROCK EXCAVATIONSUBSURFACE INVESTIGATIONS WERE PERFORMED AND THE DATA IS PROVIDED INTHE BIDDING DOCUMENTS. LOGS, TEST DATA, AND INTERPOLATIONS ARE NOTWARRANTED TO REFLECT ACTUAL SUBSURFACE CONDITIONS. THE CONTRACTORSHALL EXAMINE THE AVAILABLE INFORMATION AND OBTAIN ADDITIONALINFORMATION IF NECESSARY, IN HIS JUDGEMENT FOR ESTIMATING, BIDDING, ANDCONSTRUCTION PURPOSES.ROCK EXCAVATED IN UTILITY TRENCHES FOR WATER, SANITARY SEWER, STORMSEWER, AND ANY UTILITY RELATED STRUCTURES SHALL BE INCLUDED IN THE UNITPRICE BID FOR THE ASSOCIATED UTILITY ITEM AND WILL NOT BE PAID SEPARATELY.CITY OF COLUMBUS GENERAL NOTES (WATER)1.THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, 2018EDITION AND ALL REVISIONS, INCLUDING ALL SUPPLEMENTS THERETO, SHALLGOVERN ALL CONSTRUCTION ITEMS THAT ARE A PART OF THIS PLAN, UNLESSOTHERWISE NOTED.2.ALL WATER MAIN MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCEWITH THE CURRENT RULES AND REGULATIONS OF THE CITY OF COLUMBUS,DIVISION OF WATER. ALL CITY OF COLUMBUS, DIVISION OF WATER STANDARDDRAWINGS SHALL APPLY TO THE PROJECT, UNLESS OTHERWISE NOTED.3.FOR ANY EMERGENCIES INVOLVING THE WATER DISTRIBUTION SYSTEM, PLEASECONTACT THE DIVISION OF WATER DISTRIBUTION MAINTENANCE OFFICE AT614-645-7788.4.ALL BRASS FITTINGS ASSOCIATED WITH WATER WORK, INCLUDING REPAIRS TOTHE EXISTING SYSTEM SHALL, SHALL CONFORM TO THE REVISED ALLOWABLELEAD EXTRACTION LIMIT PER THE UPDATED NSF/ANSI 61 STANDARD. THEDIVISION OF WATER'S APPROVED MATERIALS LIST HAS BEEN UPDATED TOREFLECT THIS REQUIREMENT.5.IT SHALL BE UNLAWFUL FOR ANY PERSON TO PERFORM ANY WORK ON CITY OFCOLUMBUS WATER MAIN SYSTEMS WITHOUT FIRST SECURING LICENSE TOENGAGE IN SUCH WORK, AS INDICATED IN COLUMBUS CITY CODE SECTION1103.02 AND 1103.06. THIS WORK INCLUDES ANY ATTACHMENTS, ADDITIONS TOOR ALTERATIONS IN ANY CITY SERVICE PIPE OR APPURTENANCES (INCLUDINGWATER SERVICE LINES AND TAPS). THIS REQUIREMENT MAY BE MET BYUTILIZATION OF A SUBCONTRACTOR WHO HOLDS A CITY OF COLUMBUS WATERCONTRACTOR LICENSE OR A COMBINED WATER/SEWER CONTRACTOR LICENSETO PERFORM THIS WORK. UTILIZATION OF A SUBCONTRACTOR MUST MEET THELICENSING REQUIREMENTS OF CITY OF COLUMBUS BUILDING CODE, INPARTICULAR SECTION 4114.119 AND 4114.529.6.NO PERSON SHALL BEGIN CONSTRUCTION OR INSTALLATION OF A PUBLICWATER MAIN UNTIL PLANS HAVE BEEN APPROVED BY THE STATE OF OHIOENVIRONMENTAL PROTECTION AGENCY (OEPA).7.APPROVAL ON THE PART OF THE CITY OF COLUMBUS IS GIVEN PURSUANT TOTHE PROVISIONS OF THE WATER SERVICE AGREEMENT BETWEEN CITY OFDUBLIN AND THE CITY OF COLUMBUS, OHIO, ON APRIL 13, 1993 AND ALLSUBSEQUENT AMENDMENTS THEREOF.8.THE CONTRACTOR SHALL OBTAIN THE PROPER HYDRANT PERMIT(S), AND PAYANY APPLICABLE FEES, FOR ANY APPROVED HYDRANT USAGE DEEMEDNECESSARY FOR WORK UNDER THIS IMPROVEMENT. PERMITS MUST BEOBTAINED FROM THE RESPECTIVE HYDRANT OWNER (MUNICIPALITY ORTOWNSHIP) PRIOR TO CONTACTING THE DIVISION OF WATER PERMIT OFFICE(645-7330). THE CONTRACTOR SHALL ADHERE TO ALL RULES & REGULATIONSGOVERNING SAID PERMIT AND MUST HAVE THE ORIGINAL PERMIT ON SITEANYTIME IN WHICH THE HYDRANT IS IN USE. PERMITS MAY BE OBTAINED BYACCESSING http://portal.columbus.gov/permits/9.ALL WATER MAINS SHALL BE CLEANED AND FLUSHED, AND ANY WATER MAIN12-INCH AND LARGER MUST BE PROPERLY PIGGED, IN ACCORDANCE WITHSECTION 801.13 OF THE CITY OF COLUMBUS, CONSTRUCTION AND MATERIALSPECIFICATIONS.10.ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITHSECTION 801.14 OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIALSPECIFICATIONS, WITH THE FOLLOWING EXCEPTION: 150 PSI OF PRESSURESHALL BE MAINTAINED FOR AT LEAST TWO HOURS IN ANY TESTED SECTION. THECITY MAY NOT APPROVE ANY TEST LASTING LESS THAN TWO HOURSREGARDLESS OF THE AMOUNT OF LEAKAGE.11.ALL WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION801.15 OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIALSPECIFICATIONS. SPECIAL ATTENTION IS DIRECTED TO APPLICABLE SECTIONSOF A.W.W.A. C-651. WHEN THE WATER MAINS ARE READY FOR DISINFECTION,THE CITY OF DUBLIN SHALL SUBMIT A WRITTEN REQUEST FOR CHLORINATIONOF THE MAINS THAT NEED DISINFECTED, THREE (3) SETS OF "AS-BUILT" PLANS(FULL SIZE SHEETS ONLY), THE AS-BUILT SURVEY COORDINATES, WATERSERVICE REPORTS AND A PRESSURE TEST TO THE CITY OF COLUMBUS,DIVISION OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLCOSTS ASSOCIATED WITH THE DISINFECTION OF ALL WATER MAINSCONSTRUCTED UNDER THIS PLAN.12.ANY SECTION OF WATER MAIN THAT IS LONGER THAN 20 FEET IN LENGTH SHALLBE CHLORINATED. HAND SWABBING METHODS WILL ONLY BE PERMITTED FORSECTIONS LESS THAN OR EQUAL TO 20 FEET IN LENGTH. USE UNSCENTEDHOUSEHOLD BLEACH FOR HAND SWABBING OF PIPE AND FITTINGS. PLEASENOTE THAT CUT-IN-TEES, SLEEVES, AND ANY OTHER REQUIRED FITTINGS ORPIPING SHALL BE TAKEN INTO ACCOUNT AND ARE INCLUDED IN THE TOTALLENGTH OF THE SECTION (CUT TO CUT).13.ONLY ONE CONNECTION TO AN EXISTING WATER LINE IS PERMITTED BEFOREDISINFECTION OF A NEW WATER LINE HAS BEEN COMPLETED. ALL OTHERCONNECTIONS MUST BE MADE AFTER THE LINE HAS BEEN DISINFECTED.14.NO WATER SERVICE CONNECTION PERMITS SHALL BE ISSUED OR CONNECTIONSMADE TO ANY WATER TAPS UNTIL WATER MAINS HAVE BEEN DISINFECTED BYTHE CITY OF COLUMBUS, DIVISION OF WATER. WHEN A 3-INCH OR LARGER TAPIS TO OCCUR ON A 20-INCH OR LARGER WATER MAIN, THE CONTRACTOR SHALLNOTIFY THE DIVISION OF WATER OPERATIONS CONTROL CENTER AT(614)-645-7168 TWENTY-FOUR (24) HOURS IN ADVANCE OF PERFORMING THETAP.15.WATER TAP BOXES SHALL BE PLACED 1' FROM THE EDGE OF THE PROPOSED OREXISTING SIDEWALK BETWEEN THE SIDEWALK AND THE CURB, OR 2 FEET INSIDETHE RIGHT-OF-WAY OR EASEMENT LINE WHEN NO SIDEWALK IS PRESENT ORPROPOSED. REFER TO STANDARD DRAWING L-9901 FOR ADDITIONALINFORMATION.16.MAINTAIN EIGHTEEN (18) INCHES VERTICAL AND TEN (10) FEET HORIZONTALSEPARATION BETWEEN ANY SANITARY OR STORM SEWER PIPING AND ALLPROPOSED WATER MAINS.17.WHEN CROSSING THE EXISTING WATER MAIN, AND LOW STRENGTH MORTAR(ITEM 613) IS TO BE USED AS BACKFILL, THE CONTRACTOR SHALL PROVIDE SIZENO. 57 CRUSHED CARBONATE STONE (CCS) 1 FOOT BELOW TO 1 FOOT ABOVETHE EXISTING WATER LINE.18.IF DURING EXCAVATION, THE POLYETHYLENE ENCASEMENT ON THE EXISTINGWATER MAIN BECOME DAMAGED, THE CONTRACTOR SHALL REPAIR THEPOLYETHYLENE ENCASEMENT PER THE MANUFACTURER'S SPECIFICATIONSAND DOW STANDARD DRAWINGS L-1003 AND L-1004, AT THEIR OWN EXPENSE.ENSURE THAT THE ENTIRE EXPOSED AREA IS COVERED WITH NEWPOLYETHYLENE ENCASEMENT AND SECURELY TAPED, PRIOR TO BACKFILLING.19.CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE OHIOADMINISTRATIVE CODE CHAPTER 3745-83-02 WATER DISRUPTION OF SERVICERULE. EXCAVATE PITS SUFFICIENTLY BELOW THE AREA TO BE CONNECTED TOIN ORDER TO MAINTAIN WATER LEVELS BELOW THE WATER MAIN. IF WATERFROM THE PIT ENTERS THE EXISTING MAIN, CONTACT DIVISION OF WATERIMMEDIATELY. ENSURE THAT SUFFICIENTLY SIZED PUMPS ARE UTILIZED TOREMOVE WATER FROM THE TRENCH AND BACKUP PUMPS ARE KEPT ON SITEFOR REDUNDANCY.20."SURVEY COORDINATES" SHALL INCLUDE ALL MATERIAL, EQUIPMENT, ANDLABOR NECESSARY TO OBTAIN HORIZONTAL AND VERTICAL (NORTHING,EASTING, AND ELEVATION) SURVEY COORDINATES FOR THE WATER MAINIMPROVEMENTS. THE SURVEY COORDINATES SHALL BE OBTAINED FOR THECOMPLETED WATER MAIN CONSTRUCTION AND SHALL INCLUDE ALL VALVES,TEES, CROSSES, BENDS, HORIZONTAL DEFLECTIONS, PLUGS, REDUCERS,TAPPING SLEEVES, FIRE HYDRANTS, AIR RELEASES, CURB STOPS, AND CASINGPIPE TERMINI. ADDITIONAL SURVEY COORDINATES ARE REQUIRED ON THEWATER MAIN EVERY 200 FEET WHERE NO FITTING OR OTHER WATER MAINSTRUCTURE IS BEING INSTALLED WITHIN THAT LENGTH OF THE IMPROVEMENT.ALL SURVEY COORDINATES SHALL BE REFERENCED TO THE APPLICABLECOUNTY ENGINEER'S MONUMENTS, AND SHALL BE BASED ON THE NORTHAMERICAN DATUM OF 1983 (NAD 83) WITH THE 2011 ADJUSTMENT, WITHFURTHER REFERENCE MADE TO THE OHIO STATE PLAN SOUTH COORDINATESYSTEM, SOUTH ZONE, WITH ELEVATIONS BASED ON NAVD 88 DATUM. ALLCOORDINATES (NORTHING, EASTING, ELEVATION) SHALL BE REFERENCED TOTHE NEAREST HUNDREDTH (N XXXXXX.XX, E XXXXXX.XX, ELEV. XXX.XX). ALLSURVEY COORDINATES SHALL BE ACCURATE TO WITHIN 1.0 FOOT HORIZONTALAND A TENTH OF A FOOT (0.10) OR LESS VERTICAL.THE COORDINATES SHALL BE DOCUMENTED TO THE MUNICIPALITY ENGINEEROR DESIGNATED REPRESENTATIVE IN DIGITAL SPREADSHEET FORM AND SHALLINCLUDE THE APPLICABLE ITEM, STATION, NORTHING, EASTING, AND ELEVATION.COORDINATES SHALL BE SUBMITTED TO THE MUNICIPALITY ENGINEER ORDESIGNATED REPRESENTATIVE ON A BI-WEEKLY BASIS. COORDINATES SHALLALSO BE REQUIRED TO BE SUBMITTED TO THE DIVISION OF WATER AS PART OFTHE REQUEST FOR CHLORINATION.LUMP SUM PAYMENT IS FULL COMPENSATION FOR ALL WORK INVOLVED INOBTAINING AND DOCUMENTING THE SURVEY COORDINATES AS DESCRIBED INTHIS SPECIFICATION.SPECIAL NOTES1.ALL WATER MAIN VALVE BOXES, WATER TAP BOXES, TEST STATIONS,PITOMETER TAP STRUCTURES, METER PIT COVERS, AND OTHER SURFACEUTILITY STRUCTURES WITHIN THE DISTURBED AREA SHALL BE ADJUSTED TOGRADE. ANY OF THESE STRUCTURES LOCATED WITHIN PAVEMENT, DRIVEWAYS,OR OTHER TRAVELED AREAS, WHETHER EXISTING OR PROPOSED, SHALL BEEQUIPPED WITH A TRAFFIC RATED, HEAVY DUTY VALVE BOX AND/OR COVER INACCORDANCE WITH THE STANDARD DRAWINGS. EXISTING WATER TAP BOXESTO REMAIN THAT ARE ENCOUNTERED WITHIN THE PROJECT LIMITS SHALL BECLEANED OUT, CENTERED OVER THE CURB STOP, AND ADJUSTED TO THEPROPOSED GRADE.2.WHERE NEW CONDUIT IS PROPOSED TO CROSS AN EXISTING OR PROPOSEDWATER MAIN OR WATER TAP/SERVICE LINE, A MINIMUM OF 12-INCHES OFVERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN THE CONDUIT AND THEWATER MAIN OR TAP/SERVICE LINE. A MINIMUM OF 3-FEET OF HORIZONTALCLEARANCE (OUT TO OUT) IS REQUIRED AT LOCATIONS WHERE THE CONDUIT ISPARALLEL TO THE WATER MAIN AND AT LOCATIONS OF WATER LINE THRUSTBLOCKS.3.A MINIMUM OF 3 FEET OF HORIZONTAL CLEARANCE (OUT TO OUT) SHALL BEMAINTAINED BETWEEN ALL EXISTING WATER MAINS AND FOUNDATIONS FORPOLES, PULL BOXES, PUSH BUTTON PEDESTALS, AND ANY OTHERMISCELLANEOUS ELECTRICAL STRUCTURE.4.A MINIMUM OF 4 FEET OF COVER IS REQUIRED PRIOR TO PRESSURE TESTINGANY WATER MAIN. A SUFFICIENT AMOUNT OF BACKFILL SHALL BE INSTALLED TOPROVIDE THE ADEQUATE RESTRAINT IN AREAS WHERE REQUIRED.5.THE PROPOSED WATER MAIN SHALL BE LOCATED A MINIMUM DISTANCE OFTWENTY (20) FEET AWAY FROM ANY STRUCTURE, OVERHANG, OR FOOTER.6.ALL VALVE BOXES, WATER TAP BOXES, AND FIRE HYDRANTS SHALL BE LOCATEDWITHIN THE EASEMENT AREA.7.THE CONTRACTOR SHALL COORDINATE HIS WORK SUCH THAT NO WATERCUSTOMER WILL HAVE THEIR SERVICE DISRUPTED MORE THAN TWO (2) TIMESTHROUGHOUT THE DURATION OF THIS PROJECT.8.ANY WORK ON THE PRIVATE WATER SERVICE LINE (BETWEEN CURB STOP ANDMETER) WILL REQUIRE ADDITIONAL INSPECTION BY THE UTILITY METERSERVICES SECTION (FOR 2-INCH AND SMALLER SERVICE LINES) OR THE UTILITYPERMIT OFFICE (FOR 3-INCH AND LARGER SERVICE LINES). FOR 2-INCH ANDSMALLER WATER SERVICE LINES, CALL 614-645-8276, AND FOR 3-INCH ANDLARGER WATER SERVICE LINES, CALL 614-645-8119, PRIOR TO 1:00 P.M. FORSAME DAY INSPECTION.WATER LINE EXTENSION AREA 4A PHASE 2 CALCULATED CHECKED DEF SCBGENERAL SUMMARY204 ITEMDESCRIPTIONQUANTITYUNITROADWAY201CLEARING AND GRUBBING1LS6534" TOPSOIL FURNISHED AND PLACED, AS PER PLAN144CY655TREE PROTECTION DURING CONSTRUCTION1LSEROSION CONTROL659SEEDING AND MULCHING, AS PER PLAN1296SY659COMMERCIAL FERTILIZER0.18TON659WATER7MGALSPECSEDIMENT AND EROSION CONTROL1LSPAVEMENT254PAVEMENT PLANING, ASPHALT CONCRETE (1.5")640SY259PERMANENT PAVEMENT REPLACEMENT, TYPE 148CY407NON-TRACKING TACK COAT64GAL441ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (448), PG64-2254TONWATER8016" WATER PIPE AND FITTINGS25LF80112" WATER PIPE AND FITTINGS1360LF8026" VALVE AND APPURTENANCES3EA80212" VALVE AND APPURTENANCES1EA8053/4" WATER SERVICE TAP1EA8051" WATER SERVICE TAP1EA809FIRE HYDRANT3EASPECSURVEY COORDINATES1LSSPEC3" WATER SERVICE SLEEVE, AS PER PLAN720LFTRAFFIC CONTROL*644EDGE LINE, 4"0.05MILE644CENTER LINE0.05MILE644LANE LINE, 4"0.05MILEMISCELLANEOUS614*LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN30HOUR614*PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN4SNMT614*MAINTAINING TRAFFIC, AS PER PLAN1LS623CONSTRUCTION LAYOUT STAKES1LS624MOBILIZATION1LSSPECPROOF SURVEY1LSWATER LINE EXTENSION AREA 4A PHASE 2 DENOTES ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS(LATEST EDITION). ALL OTHER ITEMS REFERENCE CITY OF COLUMBUSCONSTRUCTION AND MATERIAL SPECIFICATIONS, 2018 EDITION.EX. RIGHT-OF-WAYEX. EASEMENTEX. C/L RIGHT-OF-WAYEX. OVERHEAD CABLE TVEX. OVERHEAD ELECTRICEX. UNDERGROUND FIBER OPTICEX. GASEX. UNDERGROUND ELECTRICEX. UNDERGROUND TELEPHONEEX. SANITARY SEWEREX. WATER MAINEX. STORM SEWERPROP. WATER MAINEX. FENCEEX. TREE LINEEX. GUARDRAILPROP. WATER MAIN (BY OTHERS)EX. OVERHEAD TELEPHONEEX. DITCHEX. SANITARY FORCE MAINTREESHRUBSTUMPSIGNBOULDERPOST OR BOLLARDYARD LIGHTEX. SANITARY SEWERTELEPHONE PEDESTALTELEPHONE MANHOLETELEPHONE POLELIGHT POLEPOWER AND TELEPHONE POLEGUY WIREPOWER POLEUTILITY POLEELECTRIC PULL BOXCEMETERY HEAD STONESOIL BORINGSB-#GAS MAKEREX. HYDRANTEX. WATER VALVETRAFFIC PULL BOXBENCH MARKGPD CONTROL POINTMAIL BOXEX. CATCH BASINEX. DRAINIRON PIPE FOUNDMAG NAIL SETIRON PIN FOUNDIRON PIN AND CAP FOUNDPROP. HYDRANT (BY OTHERS)PROP. WATER VALVE (BY OTHERS)PROP. HYDRANTPROP. WATER VALVELEGENDPROP. STANDARD HIGHWAY EASEMENT (BY OTHERS)PROP. UTILITY EASEMENT (BY OTHERS) CALCULATED CHECKED DEF SCB 205SCHEMATIC PLAN AND SURVEY CONTROLWATER LINE EXTENSION AREA 4A PHASE 2 ΔΔΔΔΔΔΔΔΔΔΔΔΔΔ CALCULATED CHECKED DEF SCBAPPURTENANCE COORDINATE CHART206WATER LINE EXTENSION AREA 4A PHASE 2 COORDINATE CHARTAS BUILTSHEET#STATIONDESCRIPTIONC/L ELEVATIONNORTHINGEASTINGC/L ELEVATION1410+29.09CONNECT TO EX. 12" WATER MAIN804.161410+70VERTICAL DEFLECTION807.501411+27.4812"-45° HORIZONTAL BEND807.501411+68.1412"-22.5° VERTICAL BEND807.501411+72.5012"-22.5° VERTICAL BEND805.321412+00.2912"-45° HORIZONTAL BEND805.321413+13.45VERTICAL DEFLECTION812.391413+5312"-45° HORIZONTAL BEND812.391413+79.42VERTICAL DEFLECTION812.391413+86.9412"-45° HORIZONTAL BEND813.221514+2612"x6" ANCHORED TEE817.591514+266" VALVE817.591514+26FIRE HYDRANT817.591515+70VERTICAL DEFLECTION819.481516+13.6812"-11.25° HORIZONTAL BEND821.761516+60VERTICAL DEFLECTION824.171517+90VERTICAL DEFLECTION825.141618+2212"x6" TEE825.141618+226"-90° HORIZONTAL BEND825.141618+256" VALVE825.141618+28FIRE HYDRANT825.141618+3512" VALVE825.141619+20VERTICAL DEFLECTION825.141620+80VERTICAL DEFLECTION823.281621+80VERTICAL DEFLECTION822.611622+1412"x6" TEE822.061622+146"-90° HORIZONTAL BEND822.061622+176" VALVE822.061622+20FIRE HYDRANT822.061723+00VERTICAL DEFLECTION820.671723+61.1512"-45° HORIZONTAL BEND818.731723+82.8612"-45° HORIZONTAL BEND (CONNECT TO FUTURE 12" WATER)822.61 CALCULATED CHECKED AKF SLBMAINTENANCE OF TRAFFIC NOTES207ITEM 304DRUM LOCATION DURING NON-WORKING HOURSCONSTRUCTION/WORK AREA3:1 OR FLATTER1' CLEARITEM 614 - MAINTAINING TRAFFIC, AS PER PLANALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THECONTRACTOR IN ACCORDANCE WITH THE "OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (CURRENTEDITION), COPIES OF WHICH ARE AVAILABLE FROM THE OHIO DEPARTMENT OF TRANSPORTATION, OFFICE OFTRAFFIC ENGINEERING, 1980 WEST BROAD STREET, COLUMBUS, OHIO 43223.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REINSTALLATION AND/OR REPLACEMENT OF ALLPERMANENT TRAFFIC CONTROL DEVICES DAMAGED OR REMOVED DURING THE CONSTRUCTION. PERMANENTTRAFFIC CONTROL THAT IS NO LONGER IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL SHALL BEREPLACED IMMEDIATELY. THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR MISSING, DAMAGED ANDIMPROPERLY PLACED TRAFFIC CONTROL DEVICES.THE CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT WHO WILL BE RESPONSIBLE FOR MAINTENANCE OFTRAFFIC FOR THE DURATION OF THE PROJECT.CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL TEMPORARY TRAFFIC CONTROL DEVICES ARE INPLACE AND APPROVED BY THE ENGINEER AND THE CITY.MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES INCLUDING DRUMS, SIGNS, BARRICADES, SIGN BOARDS,DETOUR SIGNAGE, ETC., SHALL BE THE CONTRACTOR'S RESPONSIBILITY.STEADY-BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND SIMILAR TRAFFICCONTROL DEVICES IN USE AT NIGHT.ALL TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED DURING ALL NIGHTTIME AND NON-WORKINGHOURS.DROP OFF WITHIN THE WORK ZONE SHALL CONFORM TO THE REQUIREMENTS SET FORTH ON ODOTSTANDARD CONSTRUCTION DRAWING MT-101.90IF THE CITY ENGINEER DETERMINES THAT THE CONTRACTOR IS NOT PROVIDING PROPER PROVISIONS FORTRAFFIC CONTROL, THE CITY ENGINEER SHALL ASSIGN UNIFORMED, OFF-DUTY POLICE OFFICERS TO THEPROJECT AT NO COST TO THE CITY.LENGTH AND DURATION OF LANE CLOSURES AND RESTRICTIONS SHALL BE AT THE APPROVAL OF THEENGINEER. IT IS THE INTENT TO MINIMIZE THE IMPACT TO THE TRAVELING PUBLIC. LANE CLOSURES ORRESTRICTIONS OVER SEGMENTS OF THE PROJECT IN WHICH NO WORK IS ANTICIPATED WITHIN A REASONABLETIME FRAME, AS DETERMINED BY THE ENGINEER, SHALL NOT BE PERMITTED. THE LEVEL OF UTILIZATION OFMAINTENANCE OF TRAFFIC DEVICES SHALL BE COMMENSURATE WITH THE WORK IN PROGRESS.PAYMENTALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH ODOT C&MS 614 AND OTHERAPPLICABLE PORTIONS OF THE SPECIFICATIONS, AS WELL AS THE OHIO MANUAL OF UNIFORM TRAFFICCONTROL DEVICES. PAYMENT FOR ALL MAINTENANCE OF TRAFFIC ITEMS, INCLUDING THE FURNISHING,INSTALLATION AND MAINTENANCE OF BUT NOT LIMITED TO: ALTERNATE ROUTE SIGNAGE, FLASHING ARROWSPANELS, SIGNS, SIGN SUPPORTS, FLAGS, FLAGGERS, BARRICADES, NOTICE OF CLOSURE SIGNS, PORTABLECONCRETE BARRIER, DRUMS, CONES CONSTRUCTION FENCING, TEMPORARY PAVEMENT MARKINGS, TRAFFICCOMPACTED SURFACE, MATERIALS AND LABOR FOR MAINTAINING ACCESS TO DRIVEWAYS, PROPERTYOWNER NOTIFICATION/ COORDINATION AND DEVELOPMENT OF THE OPERATIONS SCHEDULE SHALL BE AT THELUMP SUM PRICE BID FOR ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN, WHICH SHALL INCLUDE ALL LABORMATERIAL, EQUIPMENT, AND INCIDENTALS TO COMPLETE THE WORK AS DETAILED IN THE PLANS. UNLESSSEPARATELY ITEMIZED IN THE PLANS, NO SEPARATE PAYMENT SHALL BE MADE.CONSTRUCTION INITIATIONTHE CONTRACTOR WILL NOTIFY THE CITY OF DUBLIN 3 DAYS PRIOR TO THE START OF CONSTRUCTIONACTIVITIES. THE CONTRACTOR WILL IMMEDIATELY INFORM THE CITY OF DUBLIN OF ANY AND ALL DELAYSAND/OR CHANGES REGARDING THE CONSTRUCTION PROJECT. THE CITY ENGINEER WILL PROVIDECLARIFICATION FOR ANY QUESTIONS ABOUT THE NOTIFICATION REQUIREMENT.DRUM AND PCB REQUIREMENTSIN ADDITION TO THE REQUIREMENTS OF THE PLANS, SPECIFICATION AND PROPOSAL, DRUMS FURNISHED BYTHE CONTRACTOR SHALL BE IN GOOD CONDITION AND MEET RETROREFLECTIVITY STANDARDS. PAYMENT FORDRUMS AND PCB SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR MAINTAINING TRAFFIC UNLESSSEPARATELY ITEMIZED.SIGNS, BARRICADES AND VERTICAL PANELSALL CONSTRUCTION SIGNS, BARRICADES, VERTICAL PANELS, AND DRUMS SHALL CONFORM TO OMUTCD ANDTHE LATEST REVISION OF THE CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS. ALLCONSTRUCTION SIGNAGE SHALL BE INSTALLED AND COVERED BEFORE CONSTRUCTION BEGINS. AFTERCONSTRUCTION SIGN INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER THREE WORKING DAYSBEFORE WORK BEGINS AND REQUEST AN INSPECTION OF ALL SIGNAGE. FACES OF CONSTRUCTION SIGNS ANDREFLECTIVE SHEETING ON BARRICADES SHALL BE TYPE "H" (VIP). ALL ORANGE CONSTRUCTION SIGNS SHALLBE FLUORESCENT ORANGE. ALL SHEETING WILL BE TESTED FOR REFLECTIVITY PER ITEM 730.192. VERTICALPANELS AND DRUM BANDS SHALL BE REFLECTORIZED WITH TYPE "G" (HIGH INTENSITY) SHEETING COMPLYINGWITH THE REQUIREMENTS OF 730.19. ALL SIGNS AND BARRICADES, VERTICAL PANELS, AND DRUMS WILL BELIKE NEW AND IN GOOD CONDITION IN CONFORMANCE WITH QUALITY GUIDELINES FOR TEMPORARY TRAFFICCONTROL DEVICES AND FEATURES PUBLISHED BY ATSSA. MAINTENANCE OF ALL CONTRACTOR SUPPLIEDSIGNS, BARRICADES, VERTICAL PANELS, AND DRUMS IS THE CONTRACTOR'S RESPONSIBILITY. IF THECONTRACTOR FAILS TO CORRECT DEFICIENCIES WITHIN FOUR HOURS OF NOTIFICATION, THE CITY WILLCORRECT OR HIRE SOMEONE TO CORRECT THE DEFICIENCIES. THE CONTRACTOR WILL THEN BE BACKCHARGED PER COLUMBUS SPECIFICATION 614.14. IN THE CASE THAT BACK CHARGING THE CONTRACTOR ISNOT APPLICABLE, THE CITY WILL RESCIND AND WITHHOLD ALL PERMITS ISSUED TO THE CONTRACTOR TOWORK WITHIN CITY RIGHT-OF-WAY UNTIL THE ISSUE IS SETTLED. THESE PROVISIONS SHALL NOT IN ANY WAYRELIEVE THE CONTRACTOR OF ANY OF HIS LEGAL RESPONSIBILITIES OR LIABILITIES FOR THE SAFETY OF THEPUBLIC.ALL BARRICADES AT CLOSURES SHALL HAVE YELLOW TYPE "C" STEADY BURN LIGHTS. ALL BARRELS INTAPERS SHALL HAVE YELLOW TYPE "C" STEADY BURN LIGHTS. ALL ADVANCE SIGNING SHALL BE EQUIPPEDWITH TYPE "A" FLASHING LIGHTS AND (2) ORANGE FLAGS (24"X24"). LIGHTS ARE NOT REQUIRED ON SIGNS INPLACE DURING DAYLIGHT HOURS. CONES ARE NOT APPROVED FOR USE AT NIGHT. DRUMS SHALL BE PLACEDAS FOLLOWS: 40' C/C ON TANGENTS, 20' C/C ON TAPERS, AND 8' C/C IN RADII.PEDESTRIAN ACCESSTHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND SAFE MOVEMENT OF PEDESTRIANSTHROUGH, AROUND, AND AWAY FROM THE CONSTRUCTION SITE. THE SAFETY OF PEDESTRIAN TRAFFIC SHALLBE CONSIDERED AT ALL TIMES IN THE PROVISION OF TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANSAND NOTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE LIGHTS, SIGNS, BARRICADES, ANDOTHER WARNINGS TO PHYSICALLY SEPARATE THE PEDESTRIAN FROM HAZARDS INCIDENTAL TO THECONSTRUCTION OPERATIONS SUCH AS OPEN EXCAVATIONS, ETC. AT ALL TIMES, THE PEDESTRIAN MOT SHALLBE SUBJECT TO THE APPROVAL OF THE ENGINEER. IT IS RECOMMENDED THAT THE CONTRACTOR ELIMINATEPEDESTRIAN TRAFFIC WITHIN THE PROJECT SITE BY CLOSING THE PEDESTRIAN PATH. THIS SHALL BE DONEBY INSTALLING "PATH CLOSED" SIGNAGE AT THE BEGINNING, ENDING, AND INTERSECTIONS OF THE AFFECTEDPATH. NO PEDESTRIAN DETOUR PROVIDED.ALL COST ASSOCIATED WITH MAINTAINING PEDESTRIAN TRAFFIC SHALL BE INCIDENTAL TO ITEM 614 -MAINTAINING TRAFFIC, AS PER PLAN.ITEM 614 - LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLANUSE OF LAW ENFORCEMENT OFFICERS (LEOS) BY CONTRACTORS OTHER THAN THE USES SPECIFIED IN THISNOTE WILL NOT BE PERMITTED AT PROJECT COST UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THEENGINEER. LEOS SHOULD NOT BE USED WHERE THE OMUTCD INTENDS THAT FLAGGERS BE USED. INADDITION TO THE REQUIREMENTS OF C&MS 614 AND THE OMUTCD, A UNIFORMED LEO WITH AN OFFICIALPATROL CAR (CAR WITH TOP MOUNTED EMERGENCY FLASHING LIGHTS AND COMPLETE MARKINGS OF THEAPPROPRIATE LAW ENFORCEMENT AGENCY) SHALL BE PROVIDED FOR THE FOLLOWING TRAFFIC CONTROLTASKS:A. FOR LANE CLOSURES: DURING INITIAL SET-UP PERIODS, TEAR DOWN PERIODS, SUBSTANTIAL SHIFTS OF ACLOSURE POINT OR WHEN NEW LANE CLOSURE ARRANGEMENTS ARE INITIATED. IN GENERAL, LEOS SHOULDBE POSITIONED AT THE POINT OF LANE RESTRICTION OR ROAD CLOSURE AND TO MANUALLY CONTROLTRAFFIC MOVEMENTS THROUGH INTERSECTIONS IN WORK ZONES.B. DURING THE ENTIRE ADVANCE PREPARATION AND CLOSURE SEQUENCE WHERE COMPLETE BLOCKAGE OFTRAFFIC IS REQUIRED. THE LEOS WORK AT THE DIRECTION OF THE CONTRACTOR. THE CONTRACTOR ISRESPONSIBLE FOR SECURING THE SERVICES OF THE LEOS WITH THE APPROPRIATE AGENCIES ANDCOMMUNICATING THE INTENTIONS OF THE PLANS WITH RESPECT TO DUTIES OF THE LEOS. THE ENGINEERSHALL HAVE FINAL CONTROL OVER THE LEOS' DUTIES AND PLACEMENT, AND WILL RESOLVE ANY ISSUES THATMAY ARISE BETWEEN THE TWO PARTIES. THE CONTRACTOR SHALL UTILIZE ANY OF THE FOLLOWING LAWENFORCEMENT AGENCY: CITY OF DUBLIN (614-410-4800), FRANKLIN COUNTY SHERIFF'S OFFICE, OR OHIOSTATE HIGHWAY PATROL.LEOS (WITH PATROL CAR) REQUIRED BY THE TRAFFIC MAINTENANCE TASKS ABOVE SHALL BE PAID FOR ON AUNIT PRICE (HOURLY) BASIS UNDER ITEM 614 - LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN.THE FOLLOWING ESTIMATED QUANTITY HAVE BEEN CARRIED TO THE GENERAL SUMMARY.ITEM 614 - LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN 30 HOURTHE HOURS PAID SHALL INCLUDE ANY MINIMUM SHOW-UP TIME REQUIRED BY THE LAW ENFORCEMENTAGENCY INVOLVED. ANY ADDITIONAL COSTS (ADMINISTRATIVE OR OTHERWISE) INCURRED BY THECONTRACTOR TO OBTAIN THE SERVICES OF AN LEO ARE INCLUDED WITH THE BID UNIT PRICE FOR ITEM 614 -LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER PLAN.ITEM 614 - PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLANTHE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE, WHEN NO LONGER NEEDED, ACHANGEABLE MESSAGE SIGN. THE SIGN SHALL BE OF A TYPE SHOWN ON A LIST OF APPROVED PCMS UNITSAVAILABLE ON THE OFFICE OF MATERIALS MANAGEMENT WEB PAGE. THE LIST CONTAINS CLASS A AND BUNITS WITH MINIMUM LEGIBILITY DISTANCES OF 800 FEET AND 650 FEET, RESPECTIVELY.EACH SIGN SHALL BE TRAILER-MOUNTED AND EQUIPPED WITH A FUNCTIONAL DIMMING MECHANISM, TO DIMTHE SIGN DURING DARKNESS, AND A TAMPER AND VANDAL PROOF ENCLOSURE. EACH SIGN SHALL BEPROVIDED WITH APPROPRIATE TRAINING AND OPERATION INSTRUCTIONS TO ENABLE ON-SITE PERSONNEL TOOPERATE AND TROUBLESHOOT THE UNIT. THE SIGN SHALL ALSO BE CAPABLE OF BEING POWERED BY ANELECTRICAL SERVICE DROP FROM A LOCAL UTILITY COMPANY. THE PCMS SHALL BE DELINEATED.THE PROBABLE PCMS LOCATIONS AND WORK LIMITS FOR THOSE LOCATIONS ARE SHOWN ON SHEET(S) OFTHE PLAN. PLACEMENT, OPERATION, MAINTENANCE AND ALL ACTIVATION OF THE SIGNS BY THE CONTRACTORSHALL BE AS DIRECTED BY THE ENGINEER. THE PCMS SHALL BE LOCATED IN A HIGHLY VISIBLE POSITION YETPROTECTED FROM TRAFFIC. THE CONTRACTOR SHALL, AT THE DIRECTION OF THE ENGINEER, RELOCATE THEPCMS TO IMPROVE VISIBILITY OR ACCOMMODATE CHANGED CONDITIONS. WHEN NOT IN USE, THE PCMS SHALLBE TURNED OFF. ADDITIONALLY, WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME, THE PCMS SHALL BETURNED AWAY FROM ALL TRAFFIC.THE ENGINEER SHALL BE PROVIDED ACCESS TO EACH SIGN UNIT AND SHALL BE PROVIDED WITHAPPROPRIATE TRAINING AND OPERATION INSTRUCTIONS TO ENABLE ODOT PERSONNEL TO OPERATE ANDTROUBLESHOOT THE UNIT, AND TO REVISE SIGN MESSAGES, IF NECESSARY.ALL MESSAGES TO BE DISPLAYED ON THE SIGN WILL BE PROVIDED BY THE ENGINEER. A LIST OF ALLREQUIRED PRE-PROGRAMMED MESSAGES WILL BE GIVEN TO THE CONTRACTOR AT THE PROJECTPRECONSTRUCTION CONFERENCE. THE SIGN SHALL HAVE THE CAPABILITY TO STORE UP TO 99 MESSAGES.MESSAGE MEMORY OR PRE-PROGRAMMED DISPLAYS SHALL NOT BE LOST AS A RESULT OF POWER FAILURESTO THE ON-BOARD COMPUTER. THE SIGN LEGEND SHALL BE CAPABLE OF BEING CHANGED IN THE FIELD.THREE-LINE PRESENTATION FORMATS WITH UP TO SIX MESSAGE PHASES SHALL BE SUPPORTED. PCMSFORMAT SHALL PERMIT THE COMPLETE MESSAGE FOR EACH PHASE TO BE READ AT LEAST TWICE.THE PCMS SHALL CONTAIN AN ACCURATE CLOCK AND PROGRAMMING LOGIC WHICH WILL ALLOW THE SIGN TOBE ACTIVATED, DEACTIVATED OR MESSAGES CHANGED AUTOMATICALLY AT DIFFERENT TIMES OF THE DAYFOR DIFFERENT DAYS OF THE WEEK.THE PCMS SHALL CONTAIN A CELLULAR TELEPHONE DATA LINK WHICH WILL (IN ACTIVE CELLULAR PHONEAREAS) ALLOW REMOTE SIGN ACTIVATION, MESSAGE CHANGES, MESSAGE ADDITIONS AND REVISIONS TOTIME OF DAY PROGRAMS. THE SYSTEM SHALL ALSO PERMIT VERIFICATION OF CURRENT AND PROGRAMMEDMESSAGES.THE PCMS UNIT SHALL BE MAINTAINED IN GOOD WORKING ORDER BY THE CONTRACTOR IN ACCORDANCEWITH THE PROVISIONS OF 614.07. THE CONTRACTOR SHALL, PRIOR TO ACTIVATING THE UNIT, MAKEARRANGEMENTS, WITH AN AUTHORIZED SERVICE AGENT FOR THE PCMS, TO ASSURE PROMPT SERVICE IN THEEVENT OF FAILURE. ANY FAILURE SHALL NOT RESULT IN THE SIGN BEING OUT OF SERVICE FOR MORE THAN 12HOURS, INCLUDING WEEKENDS. FAILURE TO COMPLY MAY RESULT IN AN ORDER TO STOP WORK AND OPENALL TRAFFIC LANES AND/OR IN THE CITY TAKING APPROPRIATE ACTION TO SAFELY CONTROL TRAFFIC. THEENTIRE COST TO CONTROL TRAFFIC, ACCRUED BY THE CITY DUE TO THE CONTRACTOR'S NONCOMPLIANCE,WILL BE DEDUCTED FROM MONEYS DUE, OR TO BECOME DUE THE CONTRACTOR ON HIS CONTRACT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR 24-HOUR-PER-DAY OPERATION AND MAINTENANCE OF THESESIGNS ON THE PROJECT FOR THE DURATION OF THE PHASES WHEN THE PLAN REQUIRES THEIR USE.PAYMENT FOR THE ABOVE DESCRIBED ITEM SHALL BE AT THE CONTRACT UNIT PRICE.PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, FUELS, LUBRICATING OILS, SOFTWARE,HARDWARE AND INCIDENTALS TO PERFORM THE ABOVE DESCRIBED WORK.ITEM 614 - PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN 4 SNMTPROJECT SUMMARYTHIS PROJECT WILL CONSTRUCT NEW WATERLINE ON RIVERSIDE DRIVE.ALL TRAFFIC LANES ON RIVERSIDE DRIVE SHALL BE FULLY OPEN BETWEEN 3:30 PM TO 6:00 PM, MONDAYTHROUGH FRIDAY DURING CONSTRUCTION, EXCEPT WHEN WATERLINE AND ASPHALT WORK IS PERFORMEDFROM STA. 103+60 TO STA. 106+00 ON RIVERSIDE DRIVE.ALL WORK FOR THE WATERLINE INSTALLATION AND PAVEMENT REPAIRS BETWEEN STA. 103+60 TO STA. 106+00SHALL BE LIMITED TO 21 CONSECUTIVE CALENDAR DAYS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE TRANSITION OF TRAFFIC BETWEEN MOT PHASES.A TEMPORARY DIVERSION SHALL BE PROVIDED AND MAINTAINED IN GOOD CONDITION ON RIVERSIDE DRIVEDURING THE PERIOD OF WORK. ALL SUCH DIVERSIONS SHALL BE IN ACCORDANCE WITH THE OHIO MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES (OMUTCD).LABOR MATERIAL, EQUIPMENT, AND INCIDENTALS TO COMPLETE THIS WORK SHALL BE INCLUDED IN THE LUMPSUM PRICE BID FOR ITEM 614 - MAINTAINING TRAFFIC, AS PER PLAN.FOR CONSTRUCTION OF THE WATERLINE ALONG THE EAST SIDE OF RIVERSIDE DRIVE (SR 257), THECONTRACTOR MAY CLOSE THE CURBSIDE NORTHBOUND LANE ON RIVERSIDE DRIVE (SR 257) UTILIZING CITYOF COLUMBUS STANDARD DRAWINGS 1510 AND 1520. ALL LANE CLOSURES SHALL BE REOPENED BY 3:30 PM,MONDAY THROUGH FRIDAY, EXCEPT BETWEEN STA. 103+60 TO STA. 106+00.FOR INSTALLATION OF THE 3” SCHEDULE 80 SLEEVES CROSSING RIVERSIDE DRIVE (SR 257), THECONTRACTOR SHALL CLOSE THE CURBSIDE LANE IN EACH DIRECTION UTILIZING CITY OF COLUMBUSSTANDARD DRAWINGS 1510 AND 1520.UPON COMPLETION OF THE WATERLINE INSTALLATION, THE CONTRACTOR SHALL MILL AND PLACE THESURFACE COURSE ON RIVERSIDE DRIVE BETWEEN STA. 103+60 TO STA. 106+00 UTILIZING DAILY LANECLOSURES PER ODOT STANDARD CONSTRUCTION DRAWING MT-95.31 AND MT-95.32. PRIOR TO RESURFACINGTHE PAVEMENT THE WATERLINE SHALL BE FULLY OPERATIONAL.VARIES EXISTING ROADWAYWATER LINE EXTENSION AREA 4A PHASE 2 CALCULATED CHECKED DEF SCB 208MAINTENANCE OF TRAFFIC PLAN BEGIN TO STA. 101+00 WATER LINE EXTENSION AREA 4A PHASE 2 CALCULATED CHECKED DEF SCB 208AWATER LINE EXTENSION AREA 4A PHASE 2 MAINTENANCE OF TRAFFIC PLAN STA. 101+00 TO STA. 106+00 CALCULATED CHECKED DEF SCB 208BSTA. 106+00 TO END MAINTENANCE OF TRAFFIC PLANWATER LINE EXTENSION AREA 4A PHASE 2 CALCULATED CHECKED DEF SCBEROSION CONTROL NOTES209 PROJECT DATAPROJECT DESCRIPTIONTHE PROJECT WILL INCLUDE THE INSTALLATION OF APPROXIMATELY 1,360 LF OF 12" WATER LINE INCLUDINGHYDRANTS AND APPURTENANCES, ALONG RIVERSIDE DRIVE.LATITUDE:N 40°06'47.89"LONGITUDE:W 83°06'36.03"ESTIMATED CONSTRUCTION DATES:05/01/2022 - 11/01/2022TOTAL SITE AREA:0.31 ACRESTOTAL DISTURBED AREA:0.31 ACRESPROPOSED IMPERVIOUS AREA: N/AINCREASE IN IMPERVIOUS AREA: N/APRE-CONSTRUCTION RUNOFF COEFFICIENT : N/APOST-CONSTRUCTION RUNOFF COEFFICIENT: N/ARECEIVING WATER: BILLINGSLEY CREEK TO THE SCIOTO RIVERMUNICIPAL SEPARATED STORM SEWER TO THE SCIOTO RIVEREXISTING SITE CONDITION:SINGLE FAMILY RESIDENTIALSOILS:Gwd5C2 -GLYNWOOD CLAY LOAM, 6 TO 12 PERCENTSLOPES, ERODEDGwe5B2 -GLYNWOOD CLAY LOAM, END MORAINE, 2 TO 6PERCENT SLOPES, ERODEDRhD2 -RITCHEY SILT LOAM, 12 TO 18 PERCENTSLOPES, ERODEDCONSTRUCTION SEQUENCETO COMPLETE THE EXCAVATION AND CONSTRUCTION OF THE PROPOSED JOB IMPROVEMENTS, COORDINATIONOF THE CONTRACTOR'S WORK CREWS WILL BE REQUIRED. THE EXISTING DITCHES WILL PERFORM TEMPORARYSEDIMENT CONTROL AND STORAGE DURING THE PROPOSED CONSTRUCTION. WORK WILL GENERALLYPROCEED FROM DOWNSTREAM TO UPSTREAM IN THESE WORK AREAS. THE GENERAL CONSTRUCTIONSEQUENCE IS AS FOLLOWS:A)INSTALL EROSION CONTROL ITEMS.B)STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL THROUGH THE INCREMENTAL WORK AREA.C)INSTALL TEMPORARY DITCH CHECKS IN DOWNSTREAM END OF EXISTING DITCH WITHIN 24 HOURSFOLLOWING THE STRIPPING OPERATION.D) INSTALL UNDERGROUND PIPE .E)AS PIPE INSTALLATION PROGRESSES, REPAIR OF THE ROADWAY WILL PROCEED BEHIND IT.F)ANY DISTURBED OR EXPOSED AREAS SHALL BE STABILIZED PER OEPA TEMPORARY AND PERMANENTSTABILIZATION REGULATIONS INCLUDING:1.SEEDING2.DITCH MATTING3.INLET PROTECTION4.MULCHING5.WATERINGEMERGENCY ACTION & SPILL PREVENTION PLANTHE SCOPE OF WORK COVERED BY THIS PLAN INCLUDES EMERGENCY RESPONSE TO SPILLS, CONTAINMENTOF SPILLED LIQUIDS, EMERGENCY NOTIFICATION NUMBERS, AND SOIL EXCAVATION FOR SPILL CLEAN-UP.IN THE EVENT OF A SPILL EVENT THE EMPLOYEE SHALL ASSESS THE SPILL AND IMMEDIATELY NOTIFY THESAFETY OFFICER AND SUPERVISOR IN CHARGE, AND THE CITY ENGINEER.IMMEDIATELY AFTER NOTIFICATION, THE EMPLOYEE WILL BE DIRECTED BY THE SAFETY OFFICER, ORRESPONSIBLE PARTY TO START CONTAINMENT PROCEDURES TO PREVENT THE MATERIAL FROM REACHINGTHE STORM SEWERS, DRAINAGE DITCH, AND OTHER OUTLETS USING THE FOLLOWING ACTIONS OR ANY OTHERMEANS NECESSARY WITHOUT COMPROMISING WORKER SAFETY:1) CLEAR PERSONNEL FROM THE SPILL AREA AND ROPE OFF AREA.2) STOP THE SPILL.3) USE SORBENT MATERIALS, PLUG PUTTY, OR HOLE PUTTY AS NECESSARY TO CONTROL THE SPILL ATTHE SOURCE.4) CONSTRUCT A TEMPORARY CONTAINMENT DIKE OF SORBENT MATERIALS OR DIRT TO CONTAIN SPILL.SPILL KITS WILL BE LOCATED ON THE PROJECT AS DESIGNATED ON THE SWPPP PLAN.UPON COMPLETION OF CONTAINMENT OPERATIONS, PROPER CLEAN-UP PROCEDURES WILL BE IMPLEMENTEDIN ACCORDANCE WITH REGULATORY PROCEDURES.ADDITIONAL EMERGENCY CONTACT NUMBERS: 24 HOUR PHONE NO.:OHIO EPA614-728-3898GENERAL NOTESTHE CONTRACTOR SHALL INFORM ALL SUBCONTRACTORS OF THE REQUIREMENTS AND RESPONSIBILITIES OFTHE SWPPP AND SHALL DOCUMENT ALL SUCH NOTIFICATIONS AND/OR DISCUSSIONS.THE CONTRACTOR WILL BE REQUIRED TO PARTICIPATE IN SEDIMENT AND EROSION CONTROL INSPECTIONS ONA WEEKLY BASIS AND SIGN AN APPROVED INSPECTION SHEET THAT SHALL BE KEPT ON FILE AT THE JOB SITE.UNLESS OTHERWISE NOTED, STANDARDS AND SPECIFICATIONS ESTABLISHED IN THE LATEST EDITION OF THEODNR "RAINWATER AND LAND DEVELOPMENT" HANDBOOK SHALL GOVERN THE EROSION AND SEDIMENTCONTROL INSTALLATIONS SPECIFIED ON THIS PLAN.THIS PROJECT WILL INVOLVE SEVERAL CONSTRUCTION PHASES AND SEQUENCING THROUGHOUT ITS LIFETIME.IT IS VERY IMPORTANT THAT ALL TEMPORARY SEDIMENT AND EROSION CONTROL (S&EC) FIELD METHODSALONG WITH THIS PLAN, ARE UPDATED TO REFLECT THE ACTUAL FIELD CONDITIONS, CURRENT WEATHERCONDITIONS AND SITE GRADE CHANGES. THE CITY ENGINEER OR THE OHIO EPA CAN AND WILL MODIFY THISPLAN AS NECESSARY.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENSURE THE IMMEDIATE AVAILABILITY OF THETEMPORARY EROSION AND SEDIMENT CONTROL PLAN ON-SITE. THE CONTRACTOR SHALL ALSO BE SOLELYRESPONSIBLE TO PERFORM ALL UPDATES AND ADJUSTMENTS TO THE TEMPORARY EROSION AND SEDIMENTCONTROL PLAN.THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AT ALL POINTS WHERE WATER LEAVES THE PROJECT,INCLUDING WATERWAYS, OVERLAND SHEET FLOW, AND STORM SEWERS, WHETHER SPECIFICALLY SHOWN ONTHE PLANS OR NOT.THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OF THE WORK AREA AT ALL TIMES CONSISTENT WITHEROSION CONTROL PRACTICES.THE CONTRACTOR SHALL REMOVE EXISTING GROUND COVER ONLY AS NECESSARY FOR THE PROJECT PHASECURRENTLY UNDER CONSTRUCTION. REMOVE ONLY THE TREES, SHRUBS, AND GRASSES THAT MUST BEREMOVED TO PERMIT ACTUAL CONSTRUCTION. PROTECT THE REMAINING TO PRESERVE THEIR AESTHETICAND EROSION CONTROL VALUE.FINAL GRADING WILL BE CONSISTENT WITH PRECONSTRUCTION TOPOGRAPHY TO MAINTAIN DRAINAGE ANDAESTHETICS.CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE PROPERLY DISPOSED OF ACCORDING TO OHIO EPAREQUIREMENTS.BACKFILL TRENCHES IMMEDIATELY AFTER USE. SEED AND MULCH TRENCH AREA WITHIN 7 DAYS AFTER AREAOF SECTION HAS BEEN OPENED.THE CONTRACTOR WILL BE REQUIRED TO BUILD SEDIMENT BASINS OR SEDIMENT TRAPS OR USE EQUALMETHODS TO DETAIN AND CLEAN WATER TO ACCEPTABLE EPA STANDARDS BEFORE RELEASING THE WATERBACK INTO THE STREAM.THERE SHALL BE NO TURBID DISCHARGES TO SURFACE WATERS, RESULTING FROM DEWATERING ACTIVITIES.SEDIMENT-LADEN WATER MUST PASS THROUGH A SETTLING POND, FILTER BAG, OR OTHER COMPARABLEPRACTICE, PRIOR TO DISCHARGE. ALL WATER PRODUCED FROM CLEANING AND DEWATERING OPERATIONS,WHETHER SPECIFICALLY FROM TRENCH DEWATERING OPERATIONS OR FROM MORE EXTENSIVE DEWATERINGOPERATIONS, SHALL BE DISCHARGED IN SUCH A MANNER AS TO ELIMINATE EROSION FROM SUCH DISCHARGE.NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORM WATER RUNOFF. ALL PROCESSWASTEWATER (EQUIPMENT WASHING, LEACHATE FROM ON-SITE WASTE DISPOSAL, ETC.) SHALL BE COLLECTEDAND DISPOSED OF AT A PUBLICLY OWNED TREATMENT WORKS. ALL CONSTRUCTION ACTIVITIES MUST COMPLYWITH ALL LOCAL EROSION/SEDIMENT CONTROL, WASTE DISPOSAL, SANITARY AND HEALTH REGULATIONS.SETTLING FACILITIES, SEDIMENT FILTERS, PERIMETER CONTROLS, AND OTHER PRACTICES INTENDED TO TRAPSEDIMENT SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING OR CONSTRUCTION AND WITHIN 7 DAYSFROM THE START OF GRUBBING. THEY SHALL CONTINUE TO FUNCTION UNTIL THE UPSLOPE DEVELOPMENTAREA IS RESTABILIZED.ALL STORM SEWER INLETS WHICH ACCEPT WATER RUNOFF FROM THE PROJECT AREA SHALL BE PROTECTEDSO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE STORM SEWER SYSTEM WITHOUT FIRST BEINGFILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT, UNLESS THE STORM SEWER SYSTEM DRAINS TO ASETTLING FACILITY. THESE CONTROLS SHALL BE SELECTED AND LOCATED AS INDICATED IN THE PLANS AND ASDIRECTED BY THE CITY ENGINEER.OTHER EROSION CONTROL ITEMS MAY BE NECESSARY DUE TO ENVIRONMENTAL CONDITIONS. THECONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND IMPLEMENTATION OF ADDITIONAL EROSIONCONTROL ITEMS, AT THE ENGINEER'S DISCRETION.WORKING IN OR CROSSING STREAMS, INCLUDING BED AND BANKS, SHALL BE BE RESTABILIZED IMMEDIATELYAFTER IN-CHANNEL WORK IS COMPLETED, INTERRUPTED, OR STOPPED. TO THE EXTENT PRACTICAL,CONSTRUCTION VEHICLES SHALL BE KEPT OUT OF STREAMS. WHERE IN-CHANNEL WORK IS NECESSARY,PRECAUTIONS SHALL BE TAKEN TO STABILIZE THE WORK AREA DURING CONSTRUCTION TO MINIMIZE EROSION.WHERE A STREAM MUST BE CROSSED BY CONSTRUCTION VEHICLES REGULARLY DURING CONSTRUCTION, ATEMPORARY CULVERT SHALL BE PROVIDED.ALL DENUDED AREAS, INCLUDING STOCKPILED TOPSOIL AND EXCAVATED MATERIAL ARE TO BE PROTECTEDTHROUGH THE USE OF TEMPORARY SEEDING, OR COVERED WITH STRAW MULCH.NO SOIL, ROCK, DEBRIS, OR ANY OTHER MATERIAL SHALL BE DUMPED OR PLACED INTO A WATER RESOURCEOR INTO SUCH PROXIMITY THAT IT MAY READILY SLOUGH, SLIP, OR ERODE INTO A WATER RESOURCE UNLESSSUCH DUMPING OR PLACING IS AUTHORIZED BY THE CITY ENGINEER. UNSTABLE SOILS PRONE TO SLIPPING ORLANDSLIDING SHALL NOT BE GRADED, EXCAVATED, FILLED, OR HAVE LOADS IMPOSED UPON THEM UNLESS THEWORK IS DONE IN ACCORDANCE WITH A QUALIFIED PROFESSIONAL ENGINEER'S RECOMMENDATIONS TOCORRECT, ELIMINATE, OR ADEQUATELY ADDRESS THE PROBLEMS.IT IS PREFERRED TO USE PERMANENT EROSION CONTROL ITEMS AS SHOWN IN THE PLANS TO CONTROLCONSTRUCTION POLLUTION WHEN POSSIBLE. OTHERWISE, THE TEMPORARY POLLUTION PREVENTION ITEMSARE TO BE USED.MOST TEMPORARY S&EC METHODS, INCLUDING BUT NOT LIMITED TO, SILT FENCE AND DITCH CHECKS MAY ALLHAVE TO BE PERIODICALLY REMOVED AND REPLACED, OR MOVED FROM THE EXISTING ROAD DITCH ORSTRIPPED AREAS AS WORK PROGRESSES. ANY CHANGES SHALL BE NOTED IN THE PLAN BY RED LINE ANDDATED ON A CORRECTIVE ACTION LOG.ALL TEMPORARY SEDIMENT CONTROLS AND STORM WATER QUALITY METHODS WILL BE BUILT/lNSTALLED ASTHE PROJECT PROGRESSES TO ELIMINATE UNNECESSARY DISTURBANCE AND REDUNDANCY. ALL TEMPORARYCONTROLS SHALL BE IN PLACE AND FUNCTIONING PROPERLY WHEN THREATENING WEATHER IS IMMINENT."TEMPORARY STABILIZATION" MEANS THE ESTABLISHMENT OF TEMPORARY VEGETATION, MULCHING,GEOTEXTILES, SOD, PRESERVATION OF EXISTING VEGETATION AND OTHER TECHNIQUES CAPABLE OF QUICKLYESTABLISHING COVER OVER DISTURBED AREAS TO PROVIDE EROSION CONTROL BETWEEN CONSTRUCTIONOPERATIONS."PERMANENT STABILIZATION" MEANS THE ESTABLISHMENT OF PERMANENT VEGETATION, DECORATIVELANDSCAPE MULCHING, MATTING, SOD, RIP RAP AND LANDSCAPING TECHNIQUES TO PROVIDE PERMANENTEROSION CONTROL ON AREAS WHERE CONSTRUCTION OPERATIONS ARE COMPLETE OR WHERE NO FURTHERDISTURBANCE IS EXPECTED FOR AT LEAST A YEAR.OFF-SITE TRACKING OF SEDIMENTS SHALL BE MINIMIZED. A STABILIZED CONSTRUCTION ENTRANCE WILL BEPROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. ALL PAVED STREETS ADJACENT TO THE SITEWILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKSHAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARP.PROHIBITED CONSTRUCTION ACTIVITIESTHE CONTRACTOR SHALL NOT USE CONSTRUCTION PROCEDURES, ACTIVITIES, OR OPERATIONS THAT MAYUNNECESSARILY IMPACT THE NATURAL ENVIRONMENT OR THE PUBLIC HEALTH AND SAFETY. PROHIBITEDCONSTRUCTION PROCEDURES, ACTIVITIES, OR OPERATIONS INCLUDE, BUT ARE NOT LIMITED TO, THEFOLLOWING:1.PUMPING OF SEDIMENT LADEN WATER FROM TRENCHES OR OTHER EXCAVATIONS INTO ANYSURFACE WATERS, ANY STREAM CORRIDORS, ANY WETLANDS, OR STORM DRAINS.2.DISCHARGING POLLUTANTS SUCH AS CHEMICALS, FUELS, LUBRICANTS, BITUMINOUS MATERIALS,RAW SEWAGE, AND/OR ANY OTHER HARMFUL WASTER, INTO OR ALONGSIDE OF RIVERS, STREAMS,IMPOUNDMENTS, OR INTO NATURAL OR MAN-MADE CHANNELS LEADING THERETO.3.DAMAGING VEGETATION OUTSIDE OF THE CONSTRUCTION AREA.STABILIZATION PRACTICESPERMANENT SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SETFORTH IN PART II.B OF OHIO EPA PERMIT NO.: OHC000005. (SEE TABLE 1)ALL TEMPORARY EROSION AND SEDIMENT CONTROL INSTALLATIONS SHALL BE REMOVED WHEN 70%VEGETATION HAS BEEN REACHED.TABLE 1: PERMANENT STABILIZATIONAREA REQUIRING PERMANENT STABILIZATIONTIME FRAME TO APPLY EROSION CONTROLSANY AREAS THAT WILL LIE DORMANT FOR ONE YEAROR MOREWITHIN SEVEN DAYS OF THE MOST RECENTDISTURBANCEANY AREAS WITHIN 50 FEET OF A SURFACE WATER OFTHE STATE AND AT FINAL GRADEWITHIN TWO DAYS OF REACHING FINAL GRADEANY OTHER AREAS AT FINAL GRADEWITHIN SEVEN DAYS OF REACHING FINAL GRADEWITHIN THAT AREATEMPORARY SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SETFORTH IN PART II.B OF OHIO EPA PERMIT NO.: OHC000005. (SEE TABLE 2)TABLE 2: TEMPORARY STABILIZATIONAREA REQUIRING TEMPORARY STABILIZATIONTIME FRAME TO APPLY EROSION CONTROLSANY DISTURBED AREAS WITH 50 FEET OF A SURFACEWATER OF THE STATE AND NOT AT FINAL GRADEWITHIN TWO DAYS OF THE MOST RECENTDISTURBANCE IF THE AREA WILL REMAIN IDLE FORMORE THAN 14 DAYSFOR 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 STATEWITHIN SEVEN DAYS OF THE MOST RECENTDISTURBANCE WITHIN THE AREAFOR RESIDENTIAL SUBDIVISIONS, DISTURBEDAREAS MUST BE STABILIZED AT LEAST SEVENDAYS PRIOR TO TRANSFER OF PERMIT COVERAGEFOR THE INDIVIDUAL LOT(S).DISTURBED AREAS THAT WILL BE IDLE OVER WINTERPRIOR TO THE ONSET OF WINTER WEATHERWATER LINE EXTENSION AREA 4A PHASE 2 CALCULATED CHECKED DEF SCBEROSION CONTROL NOTES AND DETAILS2010 SEEDING & MULCHINGMULCH AND/OR OTHER APPROPRIATE VEGETATIVE PRACTICES SHALL BE APPLIED TO DISTURBEDAREAS WITHIN 7 DAYS OF GRADING IF THE AREA IS TO REMAIN DORMANT (UNDISTURBED) FOR MORETHAN 14 DAYS OR ON AREAS AND PORTIONS OF THE SITE WHICH CAN BE BROUGHT TO FINAL GRADE.MULCH SHALL CONSIST OF UNROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 3 TONS/AC. OR138 LB./1000 SQ. FT. (TWO TO THREE BALES). THE STRAW MULCH SHALL BE SPREAD UNIFORMLY BYHAND OR MECHANICALLY SO THE SOIL SURFACE IS COVERED. FOR UNIFORM DISTRIBUTION OFHAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1000-SQ.-FT. SECTIONS AND PLACE THREE45-LB. BALES OF STRAW IN EACH SECTION.MULCH SHALL BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR RUNOFF. THE FOLLOWINGARE ACCEPTABLE METHODS FOR ANCHORING MULCH:1)MECHANICAL-USE A DISK, CRIMPER, OR SIMILAR TYPE TOOL SET STRAIGHT TO PUNCH ORANCHOR THE MULCH MATERIAL INTO THE SOIL. STRAW MECHANICALLY ANCHORED SHALL NOTBE FINELY CHOPPED BUT BE LEFT GENERALLY LONGER THAN 6 IN.2)ASPHALT EMULSION-FOR STRAW MULCH, APPLY AT THE RATE OF 160 GAL./AC. (0.1 GAL./SY)INTO THE MULCH AS IT IS BEING APPLIED OR AS RECOMMENDED BY THE MANUFACTURE.3)SYNTHETIC BINDERS-FOR STRAW MULCH, SYNTHETIC BINDERS SUCH AS ACRYLIC DLR(AGRI-TAC), DCA-70, PETROSET, TERRA TACK OR EQUAL MAY BE USED AT RATESRECOMMENDED BY THE MANUFACTURER.STOCKPILESILT FENCING SHALL BE INSTALLED AROUND TEMPORARY SPOIL STOCKPILES. THESE STOCKPILESSHALL BE STRAW MULCHED AND/OR TEMPORARILY SEEDED WITHIN 7 WORKING DAYS IF LEFT DORMANTFOR 14 DAYS OR LONGER.TIMING OF CONTROLS/MEASURESAS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, CONSTRUCTION ENTRANCE(S) AND SILT FENCEWILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE.SEDIMENT CONTROL DEVICES SHALL BE IMPLEMENTED FOR ALL AREAS REMAINING DISTURBEDLONGER THAN 14 DAYS AND/OR WITHIN 7 DAYS OF ANY GRUBBING ACTIVITIES. AREAS WHERECONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 14 DAYS WILL BE STABILIZED WITH ATEMPORARY SEED AND MULCH WITHIN 2 DAYS OF THE LAST DISTURBANCE IF THE AREA IS WITHIN 50FEET OF A STREAM, AND WITHIN 7 DAYS OF THE LAST DISTURBANCE IF THE AREA IS MORE THAN 50FEET AWAY FROM A STREAM. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA,THAT AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH. AFTER THE ENTIRE SITE ISSTABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE BASIN.INSPECTIONSALL BMPS ON THIS SITE SHALL BE INSPECTED BY THE CONTRACTOR OR DESIGNATED REPRESENTATIVEAT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER A RAIN EVENT OF 0.5INCHES PER 24 HOUR PERIOD. A RECORD OF THESE INSPECTIONS SHALL BE MAINTAINED IN THECONSTRUCTION OFFICE WITH THE SWPPP FOR PUBLIC VIEWING. ANY VIOLATIONS WILL BE REPORTEDTHROUGH THE PROJECT PERSONNEL. A RAIN GAUGE WILL BE LOCATED WITHIN THE PROJECT LIMITS.FOLLOWING EACH INSPECTION, A CHECKLIST MUST BE COMPLETED AND SIGNED BY THE QUALIFIEDINSPECTION PERSONNEL REPRESENTATIVE. AT A MINIMUM, THE INSPECTION REPORT SHALL INCLUDE:1.THE INSPECTION DATE;2.NAMES, TITLES, AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION;3.WEATHER INFORMATION FOR THE PERIOD SINCE THE LAST INSPECTION (OR SINCECOMMENCEMENT OF CONSTRUCTION ACTIVITY IF THE FIRST INSPECTION) INCLUDING ABEST ESTIMATE OF THE BEGINNING OF EACH STORM EVENT, DURATION OF EACH STORMEVENT, APPROXIMATE AMOUNT OF RAINFALL FOR EACH STORM EVENT (IN INCHES), ANDWHETHER ANY DISCHARGES OCCURRED;4.WEATHER INFORMATION AND A DESCRIPTION OF ANY DISCHARGES OCCURRING AT THETIME OF THE INSPECTION;5.LOCATION(S) OF DISCHARGES OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE;6.LOCATION(S) OF BMPS THAT NEED TO BE MAINTAINED;7.LOCATION(S) OF BMPS THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATEFOR A PARTICULAR LOCATION;8.LOCATION(S) WHERE ADDITIONAL BMPS ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTION; AND9.CORRECTIVE ACTION REQUIRED INCLUDING ANY CHANGES TO THE SWP3 NECESSARY AND IMPLEMENTATION DATES.MAINTENANCETHE CONTRACTOR SHALL MAINTAIN, REPAIR, OR REPLACE ALL EROSION CONTROL INSTALLATIONS ASNEEDED TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL REPAIRS TOBMPS SHALL BE MADE WITHIN 3 DAYS (OR SOONER IF POSSIBLE) OF NOTIFICATION OF DEFICIENCIES. IFTHE CORRECTIONS ARE NOT MADE WITHIN THE 3 DAY PERIOD, LIQUIDATED DAMAGES MAY BEASSESSED AS PER DUBLIN 108.07.ONGOING INSPECTION OF INSTALLATIONS WILL BE PERFORMED BY THE CONTRACTOR OR DESIGNATEDREPRESENTATIVE.ANY TRAPPED SEDIMENT OR DEBRIS REMOVED DURING CLEANING OF OR REMOVAL OF BMPINSTALLATIONS SHALL BE PLACED IN AREAS NOT SUBJECT TO EROSION AND PERMANENTLYSTABILIZED.DUST CONTROLDUST CONTROL INVOLVES PREVENTING OR REDUCING DUST FROM EXPOSED SOILS OR OTHERSOURCES DURING LAND DISTURBING, DEMOLITION AND CONSTRUCTION ACTIVITIES TO REDUCE THEPRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETYPROBLEMS OR HARM ANIMAL OR PLANT LIFE.THE FOLLOWING SPECIFICATIONS FOR DUST CONTROL SHALL BE FOLLOWED ONSITE:1.VEGETATIVE COVER AND/MULCH - APPLY TEMPORARY OR PERMANENT SEEDING AND MULCHTO AREAS THAT WILL REMAIN IDLE FOR OVER 14 DAYS. SAVING EXISTING TREES AND LARGESHRUBS WILL ALSO REDUCE SOIL AND AIR MOVEMENT ACROSS DISTURBED AREAS. SEETEMPORARY SEEDING; PERMANENT SEEDING; MULCHING PRACTICES; AND TREE ANDNATURAL AREA PROTECTION PRACTICES.2.WATERING - SPRAY SITE WITH WATER UNTIL THE SURFACE IS WET BEFORE AND DURINGGRADING AND REPEAT AS NEEDED, ESPECIALLY ON HAUL ROADS AND OTHER HEAVYTRAFFIC ROUTES. WATERING SHALL BE DONE AT A RATE THAT PREVENTS DUST BUT DOESNOT CAUSE SOIL EROSION. WETTING AGENTS SHALL BE UTILIZED ACCORDING TOMANUFACTURERS INSTRUCTIONS.3.SPRAY-ON ADHESIVES - APPLY ADHESIVE ACCORDING TO THE FOLLOWING TABLE ORMANUFACTURERS' INSTRUCTIONS.STABILIZATION TYPEJFMAMJJASONDPERMANENT SEEDING●●●***●●* IRRIGATION NEEDEDDORMANT SEEDING●●●●●●** IRRIGATION NEEDED FOR 2-3 WEEKS AFTER SOD IS APPLIEDTEMPORARY SEEDING●●●***●●SODDING**************MULCHING●●●●●●●●●●●●ROCK CHECK DAM DETAILN.T.S.CROSSSECTIONPROFILE6" MIN3' MAXPOSITIVE SLOPEPOSITIVE SLOPELOW CENTER SECTIONMUST CAUSE FLOW OVER,NOT AROUND, CHECK DAMFLOWNOTES:1.THE CHECK DAM SHALL BE CONSTRUCTED OF 4-8 INCH DIAMETER STONE, PLACED SOTHAT IT COMPLETELY COVERS THE WIDTH OF THE CHANNEL. ODOT TYPE D STONE ISACCEPTABLE, BUT SHOULD BE UNDERLAIN WITH SUITABLE FILTER FABRIC.2.MAXIMUM HEIGHT OF CHECK DAM SHALL NOT EXCEED 3.0 FEET.3.THE MIDPOINT OF THE ROCK CHECK DAM SHALL BE A MINIMUM OF 6 INCHES LOWERTHAN THE SIDES IN ORDER TO DIRECT ACROSS THE CENTER AND AWAY FROM THECHANNEL SIDES.4.THE BASE OF THE CHECK DAM SHALL BE ENTRENCHED APPROXIMATELY 6 INCHES.5.SPACING OF CHECK DAMS SHALL BE IN A MANNER SUCH THAT THE TOE OF THEUPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM.6.A SPLASH APRON SHALL BE CONSTRUCTED WHERE CHECK DAMS ARE EXPECTED TOBE IN USE FOR AN EXTENDED PERIOD OF TIME, A STONE APRON SHALL BECONSTRUCTED IMMEDIATELY DOWNSTREAM OF THE CHECK DAM TO PREVENT FLOWSFROM UNDERCUTTING THE STRUCTURE. THE APRON SHOULD BE 6 IN. THICK AND ITSLENGTH TWO TIMES THE HEIGHT OF THE DAM.7.STONE PLACEMENT SHALL BE PERFORMED EITHER BY HAND OR MECHANICALLY ASLONG AS THE CENTER OF CHECK DAM IS LOWER THAN THE SIDES AND EXTENDSACROSS ENTIRE CHANNEL.8.SIDE SLOPES SHALL BE A MINIMUM OF 2:1.MAINTENANCE9.SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAM ONCE IT ACCUMULATES TOONE-HALF THE ORIGINAL HEIGHT OF THE CHECK DAM.4"-8" ROCKAPRONFLOW12" MIN3"-4"SECTIONNOTES:1.MATERIALS – COMPOST USED FOR FILTER SOCKS SHALL BEWEED, PATHOGEN AND INSECT FREE AND FREE OF ANYREFUSE, CONTAMINANTS OR OTHER MATERIALS TOXIC TOPLANT GROWTH. THEY SHALL BE DERIVED FROM AWELL-DECOMPOSED SOURCE OF ORGANIC MATTER ANDCONSIST OF A PARTICLES RANGING FROM 3/8" TO 2".2.FILTER SOCKS SHALL BE 3 OR 5 MIL CONTINUOUS, TUBULAR,HDPE 3/8" KNITTED MESH NETTING MATERIAL, FILLED WITHCOMPOST PASSING THE ABOVE SPECIFICATIONS FORCOMPOST PRODUCTS.INSTALLATION:3.FILTER SOCKS WILL BE PLACED ON A LEVEL LINE ACROSSSLOPES, GENERALLY PARALLEL TO THE BASE OF THESLOPE OR OTHER AFFECTED AREA. ON SLOPESAPPROACHING 2:1, ADDITIONAL SOCKS SHALL BE PROVIDEDAT THE TOP AND AS NEEDED MIDSLOPE.4.FILTER SOCKS INTENDED TO BE LEFT AS A PERMANENTFILTER OR PART OF THE NATURAL LANDSCAPE, SHALL BESEEDED AT THE TIME OF INSTALLATION FORESTABLISHMENT OF PERMANENT VEGETATION.5.FILTER SOCKS ARE NOT TO BE USED IN CONCENTRATEDFLOW SITUATIONS OR IN RUNOFF CHANNELS.MAINTENANCE:6.ROUTINELY INSPECT FILTER SOCKS AFTER EACHSIGNIFICANT RAIN, MAINTAINING FILTER SOCKS IN AFUNCTIONAL CONDITION AT ALL TIMES.7.REMOVE SEDIMENTS COLLECTED AT THE BASE OF THEFILTER SOCKS WHEN THEY REACH 1/3 OF THE EXPOSEDHEIGHT OF THE PRACTICE.8.WHERE THE FILTER SOCK DETERIORATES OR FAILS, IT WILLBE REPAIRED OR REPLACED WITH A MORE EFFECTIVEALTERNATIVE.9.REMOVAL – FILTER SOCKS WILL BE DISPERSED ON SITEWHEN NO LONGER REQUIRED IN SUCH AS WAY AS TOFACILITATE AND NOT OBSTRUCT SEEDINGS2"X2" WOODENSTAKE12" Ø FILTER SOCKFILTER SOCK DETAILN.T.S.TEMPORARY SEEDING & MULCHING FOR EROSION CONTROLSEED TYPEPER 1,000 SQ FTPER ACREPERENNIAL RYEGRASSTALL FESCUEANNUAL RYEGRASS1 POUND1 POUND1 POUND40 POUNDS40 POUNDS40 POUNDSSMALL GRAIN STRAW90 POUNDS2 TONSFERTILIZER6 POUNDS OF10-10-10 OR12-12-12250 POUNDS OF10-10-10 OR12-12-12NOTE: OTHER APPROVED SPECIES MAY BE SUBSTITUTEDMECHANICAL PROPERTIESTEST METHODUNITSMARVGRAB TENSILE STRENGTHASTM D 4632KN (LBS)1.62 (365) X 0.89 (200)GRAB TENSILE ELONGATIONASTM D 4632%24 X 10PUNCTURE STRENGTHASTM D 4833KN (LBS)0.40 (90)MULLEN BURST STRENGTHASTM D 3786KPA (PSI)3097 (450)TRAPEZOID TEAR STRENGTHASTM D 4533KN (LBS)0.51 (115) X 0.33 (75)UV RESISTENCEASTM D 4355%90APPARENT OPENING SIZEASTM D 4751MM (US STD SIEVE)0.425 (40)FLOW RATEASTM D 44911/MIN/M (GAL/MIN/FT )5907 (145)PERMITTIVITYASTM D 4491SEC 2.1-122SPECIFICATIONSDANDY SACK DETAILN.T.S.INSTALLATION: REMOVE THE GRATE FROM THE CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS, PLACEABSORBENT PILLOW IN POUCH ON BOTTOM OF THE UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTINGSTRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY SACK SO THAT THE GRATE IS BELOW THETOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING STRAPS, INSERT THE GRATE INTO THEINLET.MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE VICINITY OF THE UNIT AFTEREACH STORM EVENT. AFTER STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO DANDY SACK. IFCONTAINMENT AREA IS MORE THAN 13 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, SIMPLYLIFT THE UNIT USING LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS, REPLACEABSORBENT PILLOW WHEN NEAR SATURATION.STORM SEWER GRATELIFT STRAPSOPTIONALOVERFLOWPORTSDUMPINGSTRAPSSTORMINLETWATER LINE EXTENSION AREA 4A PHASE 2 CALCULATED CHECKED DEF SCBEROSION CONTROL DETAILS2011FILTER BAG DETAILN.T.S.NOTICETHE PUMPING OR DIRECT DISCHARGE OF SEDIMENT-LADEN (MUDDY) WATER TO THE CITY'SSEWER SYSTEM OR A RECEIVING STREAM IS A VIOLATION OF OHIO EPA AND CITY OF DUBLINREGULATIONS.ALL INLET RECEIVING FLOW FROM RUNOFF, PUMPING ACTIVITIES, OR OTHER DIRECTDISCHARGES SHALL BE FITTED WITH AN INLET PROTECTION DEVICE THAT IS PROPERLYSIZED AND SECURED TO REDUCE THE DISCHARGE OF SEDIMENT INTO THE STORM SEWERSYSTEM AND RECEIVING STREAM. INLET PROTECTION IS REQUIRED ON ALL INLETSRECEIVING DISCHARGE REGARDLESS OF WHETHER OR NOT THE INLET IS TRIBUTARY TO ANYDOWNSTREAM EROSION AND SEDIMENT CONTROLS.DISCHARGE HOSES USED DURING PUMPING ACTIVITIES SHALL BE FITTED WITH SEDIMENTBAGS THAT ARE PROPERLY SIZED PER MANUFACTURER'S RECOMMENDATIONS REGARDLESSOF WHAT OTHER SEDIMENT CONTROLS ARE IN PLACE FURTHER DOWNSTREAM. SEDIMENTBAGS MUST BE PROPERLY SECURED TO THE DISCHARGE HOSE AND PLACED OVERVEGETATED AREAS, WHERE FEASIBLE, DURING DISCHARGE. SEE DETAIL BELOW OF ATYPICAL SEDIMENT BAG INSTALLATION.SUGGESTEDDISCHARGE SET-UPFOR PUMPINGMUDDY WATERMUDDYWATERINWATERPUMPFLOWPUMPDISCHARGEHOSETIE-DOWNSTRAPSEDIMENT BAG/DE-WATERING BAGDRAIN OVERVEGETATED AREA(WHERE POSSIBLE)TREE PROTECTION DETAILN.T.S.5'5'NOTES:1.PROTECT EXISTING TREES AND OTHERVEGETATION INDICATED TO REMAIN IN PLACEAGAINST UNNECESSARY CUTTING, BREAKINGOR SKINNING OF ROOTS, SKINNING ORBRUISING OF BARK, SMOTHERING OF TREES BYSTOCKPILING CONSTRUCTION MATERIALS OREXCAVATED MATERIALS WITHIN DRIP LINE,EXCESS FOOT OR VEHICULAR TRAFFIC, ORPARKING OF VEHICLES WITHIN DRIP LINE.PROVIDE TEMPORARY GUARDS TO PROTECTTREES AND AND VEGETATION TO BE LEFTSTANDING.2.TREE AND NATURAL PRESERVATION AREASHALL BE FENCED PRIOR TO BEGINNINGCLEARING OPERATIONS.3.FENCE SHALL BE PLACED AS SHOWN ON PLANSAND BEYOND THE DRIP LINE OR CANOPY OFTREES TO BE PROTECTED OR AS DIRECTED BYENGINEER.4.IF ANY CLEARING IS DONE AROUND SPECIMENTREES IT SHALL BE DONE BY CUTTING ATGROUND LEVEL WITH HAND HELD TOOLS ANDSHALL NOT BE GRUBBED OR PULLED OUT. NOCLEARING SHALL BE DONE IN BUFFER STRIPSOR OTHER PRESERVED FORESTED AREAS.5.NO FILLING OR STOCKPILING OF MATERIALSSHALL OCCUR WITHIN THE TREE PROTECTIONAREA, INCLUDING DEPOSITION OF SEDIMENT.6.MINIMIZE EXCAVATION OR TRENCHING WITHINTHE DRIP LINE OF THE TREE. ROUTE TRENCHESAROUND THE DRIP LINE OF TREES AS DIRECTEDBY ENGINEER.7.ROOTS 2 INCHES OR LARGER THAT ARESEVERED BY TRENCHING SHOULD BE SAWNOFF NEATLY IN ORDER TO ENCOURAGE NEWGROWTH AND DISCOURAGE DECAY.8.SOIL EXCAVATED DURING TRENCHING SHALL BEPILED ON THE SIDE AWAY FROM THE TREE.9.ROOTS SHALL BE KEPT MOIST WHILE TRENCHESARE OPEN AND REFILLED IMMEDIATELY AFTERUTILITIES ARE INSTALLED OR REPAIRED.DRIP LINEDRIP LINEHIGH VISIBILTYPLASTIC MESHFENCINGWATER LINE EXTENSION AREA 4A PHASE 2 CALCULATED CHECKED DEF SCB 2012EROSION CONTROL PLANWATER LINE EXTENSION AREA 4A PHASE 2 CALCULATED CHECKED DEF SCB 2013EROSION CONTROL PLANWATER LINE EXTENSION AREA 4A PHASE 2 CHECKED CALCULATED DEF2014RIVERSIDE DRIVE BEGIN TO STA. 14+00 SCBWATER LINE EXTENSION AREA 4A PHASE 2 CHECKED CALCULATED DEF2015RIVERSIDE DRIVE STA. 14+00 TO STA. 18+00 SCBWATER LINE EXTENSION AREA 4A PHASE 2 ± CHECKED CALCULATED DEF2016RIVERSIDE DRIVE STA. 18+00 TO STA. 22+50 SCBWATER LINE EXTENSION AREA 4A PHASE 2 Δ CHECKED CALCULATED DEF2017RIVERSIDE DRIVE STA. 22+50 TO STA. 27+50 SCBWATER LINE EXTENSION AREA 4A PHASE 2 Δ± CHECKED CALCULATED DEF2018RIVERSIDE DRIVE STA. 130+50 TO STA. 135+50 SCBWATER LINE EXTENSION AREA 4A PHASE 2 Δ± CHECKED CALCULATED DEF2019RIVERSIDE DRIVE STA. 135+50 TO END SCBWATER LINE EXTENSION AREA 4A PHASE 2 ±±±±± CALCULATED CHECKED DEF SCBDETAILS2020R/W3" Ø SCHEDULE 80PVC CONDUITEND CAPPROPOSED WATERMAIN LOCATION VARIES4' MINNOTES:1.3" SCH. 80 PVC CONDUIT SLEEVES SHALL BE DIRECTIONAL BORED UNDER RIVERSIDE DRIVE. PNEUMATICMETHODS OF DIRECTIONAL BORE ARE NOT PERMITTED.2.ALL BACKFILL SHALL BE ODOT ITEM 304, COMPACTED GRANULAR MATERIAL (NO SLAG) OR ODOT ITEM 613,TYPE 2.3.CONTRACTOR SHALL ADJUST ALL CASTINGS AND PLUGS TO BE FLUSH WITH FINAL GRADE.4.FRAMES AND COVERS SHALL BE HEAVY DUTY RATED.5.THIS DETAIL IS FOR PROVIDING 3" SLEEVES FOR FUTURE WATER SERVICES TO PROPERTIES ON THEOPPOSITE SIDE OF THE STREET FROM THE PROPOSED WATER MAIN.6.3" SLEEVES ARE NOT PROVIDED TO PROPERTIES WHERE THE PROPOSED WATER MAIN IS ADJACENT TO THEPROPERTY, EITHER UNDER PAVEMENT (WITHIN 6 FT FROM THE EDGE OF PAVEMENT) OR GRASS.7.SLEEVES UNDER RIVERSIDE DRIVE ARE PROVIDED FOR THE FOLLOWING PROPERTIES:RIVERSIDE DRIVE704970757125 AND 1" WATER SERVICE TAP7195 AND 3/4" WATER SERVICE TAP745775017511752575758.PVC RISERS ARE PROVIDED TO ASSIST IN LOCATING THE SLEEVES FOR FUTURE WATER SERVICECONNECTIONS TO THE MAIN. AT TIME OF CONNECTION, THE RISERS SHALL BE REMOVED, THE EXISTINGPAVEMENT SHALL BE SAWCUT OVER THE WATER MAIN AND A PORTION OF THE SLEEVE REMOVED TO ALLOWFOR THE PROPOSED WATER SERVICE PIPING AND CORP STOP. ANY REMAINING SLEEVE WITHIN THEPAVEMENT THAT IS NOT USED FOR THE PROPOSED WATER SERVICE SHALL BE CAPPED AND ABANDONED INPLACE.PAVEMENTFINISH GRADE3" PVC THREADED PLUGFLUSH WITH GRADE3" WYE6.5'±VARIES3" WYEEND CAP3" PVC THREADEDPLUG FLUSH WITHGRADE℄R/WRIVERSIDE DRIVEEX. 24" SANEX. 8" FORCE MAINUTILITYEASEMENTPROP. STORMSEWER (19-011-CIP)PROP. SHARED USE-PATH(19-011-CIP)WATER LINE EXTENSION AREA 4A PHASE 2 EX. 4" GAS18" MIN.12" MIN.12" MIN.12" MIN.RIVERSIDE DRIVEWATER SERVICE AND 3" SLEEVE DETAILNOT TO SCALE