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HomeMy WebLinkAbout06050007.9Cr. W D Z I R Meekston silty day loam, 0 -2 percent slops, This *oil is darts grayish brown, silty in texture and is in tyfkxly broad depressions, swales and narrow drainage ways of till plains. It consist of deep, very poorly dreiad, rnesin tally permeable mi. Its water table is high and the water capadty and content of organic matter In surface later Is high for good plant growth and is commonly use for cultivated crops. The soil has a leany gkedel till uMariaysnant. The main sal features that affect urban development uses are a seasonal high wdar tile, high potential host action, moderate shrink -swell potential and moderate permeability. Because of these Engineering Ilmhatlons, roads and streets should be designed with adequate drainage to minimire lhost action and dw*Iling units with basement should have adequate footing and foundation drainage due to wetness In the soils. Mrr62 Mksnl dlt loam, 2 to 6 percent slopes, eroded This moderately well drained sol has a seasonal high watertable at 2.0 to 3.5 ft. and is an rises on uplands. Slopes are 2 to 6 percent. The native vegetation In hardwoods. The surface layer is slit loam and has moderately low organic matter content (1.0 to 2.0 percent). PermeetNity is wry elow (< 0.06 n/hr) in the most restrictive layer above 00 Inches. Available water capacity Is moderate (6.2 inches M the upper 60 inches). The pH of the surface layer M non -lined areas is 4.5 to 5.5. Droughtiness and water erosion are management concerns for crop production." CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCIION. 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE, STORM WATER POLLUTION & PREVENTION NOTES: . (A) All storm water quality measures, including erosion and sediment control, necessary to comply with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). (B) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site owner must include the following requirements: (1) The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. (5) Clean -up of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. ' (7) For individual residential lots, final stablization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator: (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of. final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70X) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (B) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in cause (A). Mir m A2 11 x 17 inch plat will be forwarded under separate cover. A3 This project consists of construction of a religious structure. A4 The project location map is located on sheet I. A5 A part of the Northwest Quarter of Section 5, Township 17 North, Range 3 East. Marlon County. Indiana. Latitude: 39'57'15.98 "N. Longitude: - 86'12'49.84W. A6 Location of lot and proposed site Improvements Is shown on sheet 4. A7 Hydrologic unit code: 05120201090060 AS Then am no State or Federal Water quality permits required. A9 Points of storm water discharge are shown on Sheets 6. AID There are no wetlands, lakes. and water courses on or adjacent to this site. All The receiving water for this site Is Carmel Creek. Al2 The site will drain to two outlets on the east vile of the property. A13 This site does not He in a flood hazard zone area according to flood insurance rote map No. 18057CO205F. DATED FEB. 19. 20031 A14 10 year Pre- Construction EstMate of Peak Discharge - 3.81 cis 10 year Post Construction Estimate of Peak Discharge = 2.74 cis A15 The adjacent landuse Is dl commercial. A16 The location and dimensions of the land disturbance activity are shown on sheet 4. A17 Existing vegetative cover Is shown on sheet 2. A18 The sols map Is shown on sheet 8. Existing "is we the following: MbD3 Miami day loom, 12 to 18 percent Mopec severely eroded This Is a moderately well drained sot with a seasonal high water table at 2.0 to 3.5 ft. This soil is located on side slopes on till plains; slopes are 12 to 18 percent. The native vegetation Is hardwood forest. The surface layer is day loam and has low organic matter content (0.5 to 1.0 percent). Permeability is very slow (< 0.06 inAr) in the most restrictive layer above 60 aches. Available water capacity is low (4.5 inchm in the upper 60 inches). The pH of the surface layer In non -limed areas Is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production." MoC3 Mlaml day loam, 6 to 12 percent slopes, severely eroded This Is a moderately well drained sot with a ssasond high water table at 2.0 to 3.5 ft. This ool Is located on side slopes on till plains; slopes are 6 to 12 percent. The native vegetation is hardwood forest. The surface layer is clay loam and has low organic matter content (0.5 to 1.0 percent). Permeability in very slow (< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is low (4.5 inches In the upper 60 Inches). The pH of the surface layer In non -limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production." MmW Miami sit loom, 2 to 6 percent slopes, eroded This moderately well drained sal has a seasonal high watertable at 2.0 to 3.5 ft. and Is on rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer Is vilt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (<0.05 in/hr) in the most restrictive layer above 50 inches. Available water capacity Is moderate (6.2 inches in the upper 60 Inches). The pH of the surface layer in non -limed areas Is 4.5 to 5.5. Droughtiness and water erosion are management concerns for crop production." A19 Storm water system location Is shown on sheet 6. A20 Then am no oifelte activities associated with this project. A21 There are no proposed soil stockpiles, borrow or dlepoeal areas on site. A22 Existing site topography Is shown on sheet 2. A23 FMB topography Is shown on sheet 5. Assessment of Stormwater Pollution Prevention Plan - Construction Component Sl Potential pollutant sources include exposed soils and looking vehicles and equipment. The measures or operational activities that will be initiated to minimize the danger of pollutants entering stormwater are shown on Tshest 7. B2 Sequence describing stormwater quality measure implementation relative to land disturbing activities. 1. Notify IDEM and the Hamilton county sol and Water Conservation within 48 hours of starting construction. 2. Post the NOI and contort information for the person oneite responsible for storm water pollution prevention. 3. Designate the trained indMdual that will complete the weekly site evaluations. 4. Coll the Indiana Underground Plant Protection Systems, Inc. (?Holey Maley?) at 1 -600- 382 -5544 and Carmel Utilities at 317 -571 -2546 to check the location of any existing utilities. They should be notified two working days before construction takes place. 5. Install perimeter BMPTs along south and east property line. 5. After demolitlon, Install construction entrance and remaining perimeter BMP?s. 7. Start building construction. Temporary seed all dlatrrbed areas. S. After completion of mass grading, Install sanitary and storm sewers and Aqua - Swirl. 9. Install islet protection as storm inlets am completed 10. Complete parking lot, roadway and curbs. 11. Temporary seed of disturbed areas. 12. Complete building, landscape and find seeding. 13. Inspect erosion control measures weakly or following a storm event. 14, Rule 5 requires that dl disturbed areas that will potentially be Idle for 15 days or more be stabilized (seeded, mulched, etc.) immediately. 15. Maintain dl erosion and sediment control practices until all disturbed areas are permanently stabilized is. B3 The proposed location of the construction entrance Is shown on sheet 7. The detal Is located on sheet 9. 84 Silt fence will be installed around the perimeter of the sits. Detail for the sit fence is shown on sheet 9. B5 N/A 66 Storm sewer Inlet protection measure locations and specifications are shown on sheet 7. 87 N/A 68 N/A 89 N/A 810 Stormwater quality measures are shown an sheet 7. B11 Temporary Seeding will be used for temporary surface stabilization. Sao seasonal sail protection chart sheet 9. B12 Landscaping and permanent seeding will be used for permanent surface stabilization. See seasonal soil protection chart sheet 9 for seed application. 813 Material handling and spill prevention plan: In order to minimize the release of potential pollutants during construction the Contractor shall implement this material handing and spill prevention plan. The Contractor shall review this plan with all subcontractors and require that they Implement the plan as well. Possible materials on site include fueling, equipment repair or service, dswatering, dust control, paints and solvents, scild waste and concrete washout. 1. Construction Equipment a. Fueling, lubrication and Aulds: NI operations involving the addition of fluids to equipment should be done in one location, so that spills am limited to one location an the Site, which will facilitate the cleanup of spills. If an onsits fueling tank is planned to be on site, It shall be double walled and stored in this designated area. This location is an area that will not allow spilled fluids to migrate into subsurface soils. In the event of a spill, the fluid shall immediately be decreed up by removing the contaminated soil or stone which shall be disposed of in an acceptable manner. Spills on hard surfaces shall be soaked up by an acceptable material such as ON Dry and the absorbent material disposed of In a proper manner. The spill shall also be reported immediately to the Contractor's superintendent. b. Equipment repair, especially when fluids must be removed from the equipment or the possibility of fluid spille is high, should always be done offelte at a facility that is more suitable than a construction site to handle spills. When equipment must be repaired onelte it should be moved to the maintenance and fueling area if possible. Otherwise, suitable on site containers should be placed under the equipment during repair to catch any spilled fluids and these Aulds should be disposed of M a proper manner. c. All reusable Auld containers, such as gasoline cans, shall be Inspected for leaks each time they are used. If looks are found, the Auld shall be removed from the container In a proper manner and the container disposed of in an acceptable manner. Empty disposable caltanen, such as grease tubes and lubricating al and brake fluid containers, and their packaging, shall be disposed of In a proper manner and shall not be left an the ground or M the open on the construction sits. 2. Construction Materials and their Packaging a Erosion control measures shown on these pans shot be implemented prix to and during construction n the proper sequencing to minimize soil erosion. Erosion controls shall be inspected and maintained as described elsewhere in these plans. Excessive dusting of soil an the site shall be minimized by reducing construction traffic across bare sal during dry and /or windy weather, and by applying water or other acceptable dust control measures to the sail. Upon completion of construction and suitable establishment of permanent vegetation, temporary erosion control measures such as sit fence, check dams and inlet protection devices shall be removed M a manner to minimize additional land disturbance. Any areas disturbed by these operations shall be properly rsvegetated. b. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposed of in suitable onslte waste containers. The site shall be checked at the and of the day, as a minimum, and all waste materials, Including those blown across or off the site by wind, shall be picked up and disposed of in suitable containers. When possible, operations such as sawing that create small particles should be performed M one spot M an am protected from wind and waste particles collected and disposed of frequently to minimize wind dispersal. Packaging used to transport materials to the site for construction of the facility shall be disposed of properly, whether the material is taken out of Its package and Incorporated into the project inmediately or stared onsite for future use. Packaged materials stored onsite shall be inspected regularly and any loose packaging shall be repaired or disposed of properly. c. All dewatering of activities shall be done in accordance to good erosion control practices. These practices should include the use of dirt bags such as Dandy Dirt Bags. The use of these types of dewaterimg devices will remove large quantities of silt. sediment and dirt and prevent these materials to enter the storm sewer system. d. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products are utilized the user should pay strict attention to the products recommended usage. 3. Concrete Waste Water a. AN concrete waste water "I be disposed of M the designated area. This area is a 4' high, 10' diameter doughnut type mulch berm. which shall be constructed over a geotextile fobric. This area shall be inspected an a daily bolls as a minimum. When this am becomes full. the pollutants shall be excavated placed M an acceptable container and disposed of In a proper manner. 4. Point Products o. AN excess point and their related products shall be disposed of In the manner at which the manufacturer suggests. Under NO circumstances will point or their related products be domed or disposed of in soil, sanitary sewers, storm sewers, detention booms or burned Any violation of this shot be reported to the job superintendent. Procedures for spills 1. Barricade the area allowing no vehicles to enter or Hove the pill zone. 2. Notify the Camel Fire Department. 3. Notify the Indiana Department of Environmental Management. Office of Emergency Response by calling (317) 233 -7745 or (888) 233 -7745. 4. Notify waste recovery contractor. maintenance personnel or other personnel as necessary for cleanup. 5. Coordinate and monitor cleanup until complete. 5. Cooperate with the IDEM -OER on procedures and reports involved with the event. B14 Maintenance guidelines are shown an sheet 7. B15 N/A Stormwater Pollution Prevention Plan - Post Construction Component Cl Potential pollutants on this site are oil, fuel, and other fluids from vehicles, trash, and vegetation control chemicals. C2 Stormwater filtration system will be installed at the south inlet. C3 An Aqua -Swirl will be installed at the southeast comer of the property to remove pollutants from stormwater. C4 Location of Aquo -Swirl is shown an sheet 5-7. Specifications for the Aqua -Swirl are shown on sheet 6 and a dotal is shown on sheet 9. C5 Owner shall maintain the Aqua-Swirl per manufocturarTs maintenance guidelines. AquaShieW. Inc. recommends that for the first year of operation, quarterly inspection of the Stormwater Treatment Systems be performed in order to develop an appropriate schedule of maintenance. SEASONAL SOIL PROTECTION CHART_ SEEDBED PREPARATION: 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOILS INFORMATION, INCLUDING AVAILABLE TESTING SERVICES.) 2. IF SOIL PH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, CONSIDER APPLYING 400 -600 LBS./ ACRE OF 12 -12 -12 ANALYSIS, DR EQUIVALENT, FERTILIZER. 4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 IN. DEEP WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. EROSION CONTROL SCHEDULE EROSION CONTROL WASURE TAC XMWTTAL Immure E DRAWN ROB INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE AU MUD AND C8.0 SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY OF 10_ INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT TOPSOIL STOCKPILE WiTH A SOIL SCIENTIST.) PRIOR TO CLEANNMIG AND GRADING Z PRIOR TO STRIPPING TOPSOIL, INSTALL ANY STfE- SPECIFIC DOWNSLOPF PRACTICES J NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. G � REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY U BESCREBES AS SURFACE SOIL' (I.E. A OR AP HORIZON), w w STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WiTH U OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE: AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SiTE ARE USUALLY :. ❑ MORE EFTiCIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) Z Q IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER m INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT U W FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS OHMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING w WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE Z TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GRADING AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP INSPECT THE ROCK DAM AND BASIN FOLLOWING ENACH STORM EVENT. REMOVE SEDIMENT WHEN iT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE). ROCK DAM CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING AND REPAIR IMMEDIATELY. IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FORCE OF DAME. IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA WAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN THE DESIGNATED DISPOSAL AREAS. a SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE. INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LOS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADMG OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT; REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL AFTER FINISH GRADR4G NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR DETERIORATED BALES IMMEDIATELY INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED f mW 0 w rr a a w a a DATE DESCRIPTION CLIENT NAME h.AARI, SWANSOIA ASSOCIATE`_' INC i 10610 NORTH PARK AVENUE INDIANAPOLIS, IN 46280-1020 ' I ; 844-1315 © 2005 DeBoy Land Development Services. Inc DESIGNED N1LD 5-11-0 TAC XMWTTAL DRAWN ROB CHECKED BY MILD SCALE NTS DATE 3 -15 -06 PROJECT NO 2006 -0025 C8.0 OF 10_ V / eee..J Z J 1 G � Q U w w o U F- Z 0 :. ❑ V Z Q Z o_ m U W p LIJ Z It w W Z UJ F- r� V / CLIENT NAME h.AARI, SWANSOIA ASSOCIATE`_' INC i 10610 NORTH PARK AVENUE INDIANAPOLIS, IN 46280-1020 ' I ; 844-1315 © 2005 DeBoy Land Development Services. Inc DESIGNED N1LD APPROVED KJR DRAWN ROB CHECKED BY MILD SCALE NTS DATE 3 -15 -06 PROJECT NO 2006 -0025 C8.0 OF 10_ PROECP F! \rDD/VM -O= - LuM.fleh of Indlam - Mark Seeman k Ar c\ENCIMERefC\DRAWINaS DW OLD VIE OKMN CONTROL DETATLS.dwg PLOTTED , , R.C. BON" DATE: Thwmlwy. May 11 2DOe 9;25;54 AM