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Home My WebLink About04110005.17u; c E CL N 0 M 0 0 N 00 N r-i 1 0 0 0 cn 1340' N/d/a/z/ X// ii I iir II I II I II I II- 11�� \�i �R� /i�/ J- =1 I I- 1.11 =1 11 =1 11 =1 11 =1 I I -1LI -J 1 =1 I I -1 11 =1 11 =1 I I =1 11 =1 11 =1 I ITS I- 11:1 -111 -1 11 -1 I I -1 I I -1 11 -1 I �I I I -1 I I� � �_= - I� �� I I I -1I I' I Ij I III \ \ / ;��i��,��,•�`,��i��. ��. \�, ��. ��, \� j� �� \� �f�� f�� j \� j \�`� j \� j�� jam` / \\ j \� j�� j \� j �� j \� j\\/\ �j�' �j\ �j\ �/\ �/ /�� / / \� / /'\� /� \ / / \� / / \� / / \ \ / /�\ \j\, >\ \jam / kND CREEK DRIVE i 455 ' THIS SHEET TO BE USED FOR EROSION CONTROL ONLY. PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: RYAN THOMAS OAKFIELD DEVELOPMENT II, L.L.C. PHONE # (317) -920 -1616 U � Y M N Z W ofO U a 3 co CD Z Z O a _ J > W Ckf 0 0 0 w 0 s W o' NOTE: TO CONTRACTOR 1. Prior to any work commencing contractor shall install stone drive at entrance, and all silt fences shown on plan. 2. Upon completion of the storm structure from being built the fabric drop inlet protection is to be installed ON curb inlets and straw bales on yard inlets immediately. 3. Upon completion of the swale construction, contractor shall notify engineer to as— built, upon review of as —built engineer shall notify contractor to install the erosion control blankets as soon as possible. FORt ^S/22687 TBM # 9 RAILROAD SPIKE, UP 1'± ON THE WEST SIDE OF A POWER POLE # 13423, LOCATED ALON THE SOUTH SIDE OF STONE DRIVE TO ADDY # 13405 AND TOWNE ROAD EAST SIDE OF TOWNE ROAD. ELEVATION: 916.63' S &A #2 RAILROAD SPIKE, UP 1'± ON THE WEST SIDE TELEPHONE POLE, LOCATED 136TH ST., 3RD POLE ON THE NORTH SIDE AND TOWNE ROAD. ELEVATION: 915.88' The following is a list in sequence of construction activities to control soil erosion: 1. The contractor shall schedule a Pre — construction meeting with the Hamilton County Soil and Water Conservation District prior to any construction on the site being started. 2. The construction entrance installed. 3. Posting sign installed 4. Install perimeter silt fence 5. Outlet pipe constructed for Lake #1 6. Maintenance and Refueling area constructed 7. Concrete washout area constructed 8. Outlet storm structures 453, 454, and 4`,5 to be constructed. 9. Grade site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a 15 day time period to prevent erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual ryegrass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. All Common Areas to be topsoiled & fertilized based on soil type utilizing low or no phosphorous fertilizer. 10. Storm inlets are to be protected immediately after installation. 11. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 12. Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil Conservation Service. Payment for additional straw bales shall be at the contractor's expense. Payment for additional rip —rap (not shown on plans) and seeding shall be paid for on a unit basis. 13. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, and water mains. Straw bale filters shall be installed at all storm inlets (including street inlets). in � 0 � L z Q o I W °' 00 Y D _ f� 0 Q Z Q Construction Limits a o w N Ld II W Z 0 0 (SF) Denotes silt fence to be installed 00 Z N Q � Temporary straw bale dam to be removed during blanket installation. � r7 Z � l m � �t Z U m 0' J� w� U Denotes permanent seeding & mulch areas SCALE: 1"= 50' � C) m a Seeding rate: 130# /acre or 3# /1000 S.F. Seeding mixture: 25% creeping red fescue 35% perennial rye 40% Kentucky bluegrass Denotes seeding w /fiber blanket #S150 by North American Green Seeding rate: 110# /acre or 2.5# /1000 S.F. fescue Seeding mixture: 38% Kentucky 31 19% perennial rye 19% annual rye 14% orchard grass 10% Kentucky bluegrass ��.``So_RINEy ............... 'q9j Denotes temporary seeding & mulching. Q` No. Seeding rate: 50# /acre — \ Seeding mixture: 100% perennial rye. _ = 10200495 -o '•. STATE OF :` Q Temporary geotextile bags to be installed at curb inlets. NDIMP ...... " ""'- LLJ Denotes a mixture of Switchgrass, S/ONA� „�� ``�`` Canada Wild Rye, & Indian Grass I— G✓ W Denotes areas with U 4 " -6" of topsoil NOTE: TO CONTRACTOR 1. Prior to any work commencing contractor shall install stone drive at entrance, and all silt fences shown on plan. 2. Upon completion of the storm structure from being built the fabric drop inlet protection is to be installed ON curb inlets and straw bales on yard inlets immediately. 3. Upon completion of the swale construction, contractor shall notify engineer to as— built, upon review of as —built engineer shall notify contractor to install the erosion control blankets as soon as possible. FORt ^S/22687 TBM # 9 RAILROAD SPIKE, UP 1'± ON THE WEST SIDE OF A POWER POLE # 13423, LOCATED ALON THE SOUTH SIDE OF STONE DRIVE TO ADDY # 13405 AND TOWNE ROAD EAST SIDE OF TOWNE ROAD. ELEVATION: 916.63' S &A #2 RAILROAD SPIKE, UP 1'± ON THE WEST SIDE TELEPHONE POLE, LOCATED 136TH ST., 3RD POLE ON THE NORTH SIDE AND TOWNE ROAD. ELEVATION: 915.88' The following is a list in sequence of construction activities to control soil erosion: 1. The contractor shall schedule a Pre — construction meeting with the Hamilton County Soil and Water Conservation District prior to any construction on the site being started. 2. The construction entrance installed. 3. Posting sign installed 4. Install perimeter silt fence 5. Outlet pipe constructed for Lake #1 6. Maintenance and Refueling area constructed 7. Concrete washout area constructed 8. Outlet storm structures 453, 454, and 4`,5 to be constructed. 9. Grade site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a 15 day time period to prevent erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual ryegrass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. All Common Areas to be topsoiled & fertilized based on soil type utilizing low or no phosphorous fertilizer. 10. Storm inlets are to be protected immediately after installation. 11. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 12. Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil Conservation Service. Payment for additional straw bales shall be at the contractor's expense. Payment for additional rip —rap (not shown on plans) and seeding shall be paid for on a unit basis. 13. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, and water mains. Straw bale filters shall be installed at all storm inlets (including street inlets). in � 0 � L z Q o I W °' 00 0r_ D _ f� 0 X Z Q N Ld II W Z 0 0 00 Z W � � r7 Z � Ln J � �00 Z 0 w U Q z Q Z Q Q z 121- O �0 I..L W Z O U 00 Z ~ 0 to- U) � 0 - LL UP W cLiLi Z Q W Z cQ W L W J ^ W L1 � Q U SHEET NO C3021 JOB NO. 48700S1