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HomeMy WebLinkAbout05020007.21Y' `v � v Gi z 0 PQ No��N niTu „e,,,������i No. 10000075 s � STATE OF %O'��S' �NDIANP DATE: 1/31/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) fklo Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 8. Earth Work Balance 1/31/05 STORM SEWER SYSTEMS DRAWN BY: CHECKED BY: M EARTHWORK The Contractor shall confirm all earthwork quantities SPECIFICATIONS DRAWING FILES: N: \1238 \1004 \DWGS \SECS \C901.DWG SHEET NO.: (C �� prior to start of construction. If an excess or 1. SCOPE OF WORK H. Curing Concrete - Except as otherwise specified, O shortage of earth is encountered, the Contractor shall 13. All mandrel testing shall be observed by a professional engineer STREETS O O cure all concrete by one of the methods described 1. SCOPE OF WORK confirm with the Owner and Engineer the requirements representative for certification and a representative of the District. The work under this section includes all storm sewers, z ° in Section 501.17 of the Indiana Department of for stockpiling, removal or importing of earth. storm water inlets, and related items, including Transportation Specifications, latest revision. A. Extent: The work required under this section 14. The ends of laterals are to be plugged tight with a braced plastic disc excavating and backfilling, necessary to complete the consists of all excavating, filling, rough grading Minor adjustments to the grades may be required to or cap capable of withstanding a low pressure air test without leakage. work shown on the drawings. 1. SCOPE OF WORK I. Bituminous Pavement - Hot asphalt concrete and related items necessary to complete the work earthwork balances when minor excess material or The work required under this section includes all pavement shall be as specified in Section 403 indicated on the drawings and described in the shortages are encountered. It is recognized b the 9 9 Y 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches 9 P P 2. MATERIALS TP34 V 1 bituminous and related items and must comply with Section 401.05 of specifications. The Contractor shall notify in parties hereto that the calculations of the Engineer below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall concrete and paving necessary to complete the work indicated on drawings the Indiana Department of Transportation writing the owners and the Engineer of any changes, in determining earthwork quantities shall be ac- g q be No. 8 crushed stone from 6- inches below the pipe to the spring line of P p p 9 A. Storm Sewers and described in the specifications, including but not Specifications latest revisions. Paving will not errors, or omissions found on the plans or in complished in accordance with the American Society of the pipe and from this point to 12- inches above shall be fill sand or be permitted during unfavorable weather or when the field, before work is started or resumed. Civil Engineers Standards for such calculations. equivalent. Manholes shall be placed on no less than 6- inches of No. 8 1. Reinforced concrete sewer pipe shall confirm P P limited to: the temperature is 40 degrees F. and falling. Further, that these calculations are subject to the crushed stone bedding. to ASTM C -76 latest revision, with joints All streets, areas in contract limits interpretations of soil borings as the physical limits P 9 P Ys conforming to ASTM C -443 latest revision. parking J. Compacted Aggregate Subbase -the thickness shown 1. In the items of work to be of the various soil types, also the allowa5le variation YP 16. Water and sewer line crossings and separations shall be in accordance 9 P When storm pipe is submerged Curbs and gutters exterior steps Sidewalks on the drawings is the minimum thickness of the general, performed under this section shall include: grade and compaction permitted the contractor, in finish 9 P P with 3271AC 3 -6 -9. and concrete slabs , fully compacted subbase. Compaction shod be clearing and grubbing, removal of trees and and that all of these parameters may cause either an Sec. 9. (a) Sanitary sewers shall not be located within ten (10) feet of B. Manholes 2. MATERIALS accomplished by rolling with a smooth wheeled stumps (where required), protection of trees excess or shortage of actual earthwork materials to any existing or proposed water mains, when measured horizontally from roller weighing 8 to 10 tons. Compact to 90% 9 9 P to remain, stripping and storage of topsoil, complete the project. If such an actual minor excess or P P the outside edge of the sanitary sewer to the outside edge of any 1. Precast reinforced concrete manhole sections A. Concrete - Concrete shall be ready -mixed concrete compaction using Standard Testing Procedures. fill compaction and rough grading of entire P g 9 9 shortage of materials occurs, the contractor shall g existing and proposed water mains, unless the sanitary sewers and water g P P Y and steps shall conform to ASTM C -478 latest and shall be a mix of fine and Along curbs, headers and walls and at all placed site. contact the engineer to determine if adjustment can be g adjustment comply with the following: revision. proportioned coarse aggregates with Portland cement and water. not accessible to the roller, the aggregate made to correct the imbalance of earth. (1) The sanitary sewer and water main must cross with the sanitary Minimum cement content shall be 6 bags per cubic material shall be tamped with mechanical tampers 2. Excavated material that is suitable may be sewer and water main separated by a minimum of eighteen (18) inches 2. Casting shall be of uniform quality, free yard of concrete and maximum water content shall or with approved hand tampers. used for fills. All unsuitable material and measured vertically from the outside edge of the sanitary sewer to the from blow holes, porosity, hard spots, shrinkage distortion or other defects. They be 5.5 U.S. gallons per sack of cement, including all surplus excavated material not required P q outside edge of the water main. shall be smooth and well cleaned by shot moisture in the aggregate. Slump for normal shall be removed from the site_ The The crossing specified in subdivision (1) must be at a minimum - blasting or by some other approved method. weight concrete shall be a maximum of 4 inches location of dump P and length 9 of haul shall be on le of forty-five 45 degrees measured from the center lines of the 9 ( ) 9 They shall be coated with asphalt paint and a minimum of 2 inches. the slump of machine the Contractor's responsibility. P Y' TYPICAL SANITARY SEWER SPECIFICATIONS sanitary ewer and water main. y which shall result in a smooth coating, placed concrete shall be no less than 1-1/4 3. Provide and any additional fill TO BE USED FOR PRIVATE SEWER DEVELOPMENT (3) The conditions specified in subdivisions (1) and (2) must be tough and tenacious when cold, not tacky or inches nor more than 3 inches. Standard test place material from off the site as may be WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT maintained for a minimum distance of ten (10) feet from either side of brittle. They shall be gray iron meeting ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall necessary o produce the grades required. Y P 9 q the sanitary sewer as measured from the outside edge of the sanitary ASTM A -48 latest revision. be 4000 psi. All exterior concrete shall have Fill obtained from off site shall be of kind REVISED MAY, 2002 sewer to the outside edge of the water main. air entrainment of 5% to 8v by volume per ASTM C and quality as specified for fills herein (b) A shorter separation distance than that specified in subsection (a) is 3. Joints - Manhole sections shall be jointed Ret. of delivered concrete will nct and the source approved by the Owner. allowed if the following is conducted within the separation distances with rubber type gaskets. The rubber type be allowed. Concrete shall be composed of: be allowed. Concrete 1. Standard specifications 327 IAC 3 shall apply for all work and materials. specified in subsection (a): gaskets shall meet ASTM C -443 latest 4. The Contractor shall accept the site as he Inspection service shall be provided by Clay Regional Waste District. revision. When manhole and storm pipe are continuously in water. 1. Portland cement - Conforming to ASTM C -150, finds it and shall remove all trash, rubbish The following specifications and construction plan details denot-: requirements (1) The sanitary sewers meet all water main pressure testing Type IA or Type IIIA. and debris from the site prior to starting for materials and installation methods per 327 IAC 3. requirements as described in 327 IAC 8- 3.2- 17(a). excavation. (2) The sanitary sewer shall be constructed of materials in C. SUBDRAINS 2. Aggregates: Conforming to ASTM - B. Work included: The following items of 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 conformance with one (1) of the following: 1. Perforated plastic p pipe subdrains shall not (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and (A) 327 IAC 8- 3.2 -8. conform to ASTM F -405. 3. Water - Shall clear and free from related work are specified and included in other gasket. The pipe shall be made of PVC plastic having a cell classification (B) Section 8(a)(1) of this rule. injurious amounts of oils, acids, alkalies, sections of these specifications: of 12454B. (C) ASTM D2241 -96b, Standard Specification for Poly Vinyl Chloride 3. APPLICATION organic materials or other deleterious 1. Excavation, grading and backfilling for 3. PVC sewer fittings shall conform to the requirements of ASTM (PVC) Pressure -Rated Pipe, and having a SDR (standard dimension substances. utility lines D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in ration) of 21. A. Permits and Codes - The intent of this section of the specifications is that the contractor's bid on B. Welded Steel Wire Fabric Where required or one piece with elastomeric joints and minimum socket depths as specified (3)The sanitary sewers and water mains are no in contact. the work covered herein shall be based upon the h concrete reinforcement shall conform to ASTM A185. 2. Storm drainage systems " a in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or (4)Any sanitary sewer joints are compression type joints that are drawings and specifications but that the work 3. Sanitary sewer systems fabricated in accordance with section with manufacturers standard pipe placed equidistantly from the water main. shall comply with all applicable codes and C. Premoulded Joint Filler - Shall be of non that bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in (5) The sanitary sewer and water main are laid on separate trench regulations as amended by any waivers. Contractor - extruding type meeting ASTM D -544 except 4. Streets section 7.4.1 of specifications. Gaskets for elastomeric joints shall be shelves. shall furnish all bonds necessary to et permits P premoulded joint filler used in concrete walk and paving molded with a minimum cross - sectional area of 0.20 square inches and q c No sanitary sewer manhole shall be within eight 8 feet of a () Y 9 () existing for cuts and connections to existing sewers. construction may be either non - extruding or 5. Water supply system conform to ASTM F -477 specification. water main as measured from the outside edge of the sanitary sewer resilient. manhole to the outside edge of the water main. B. Local Standards - the term "Local Standards" as 2. BENCH MARKS 4. All sanitary manholes shall be "precast concrete" manholes in used herein means the standards of design and D. Bituminous Pavement Materials - A materials accordance with ASTM C -478 and Section 720. 0 -rings shall conform to 17. Trench shall be opened sufficiently ahead of pipe laying to reveal P Y PP Yi 9 construction of the respective municipal proposed for the construction of bituminous Maintain carefully all bench marks, monuments and other C -443. Kent Seal or equivalent shall also be applied to all joints and obstruction, and shall be properly protected and /or barricaded when left department or utility company. pavements shall comply with the Indiana Department Transportation latest reference points; if disturbed or destroyed, contractor between riser rings and castings. Manhole step spacing shall be no more unattended. of specifications, per than 16- inches. Manholes shall be air tested for leakage in accordance C. Existing Improvements - Maintain in operating revision. shall contact engineer. with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes 18. No water shall be permitted to flow into the sanitary sewer system condition all active utilities, sewers and other 3. REMOVAL OF TREES by the Negative Air Pressure (Vacuum) Test. Burin construction. Contractor shall utilize a um to keep the water g pump p drains encountered in the sewer installation. E. Compacted Aggregate Subbase: Shall be crushed p or Crushed shall be a level below t pump discharge shall be directed to a storm outlet Repair to the satisfaction of the owner any damage stone gravel. gravel crushed material. Cheat shall be A. Remove all trees and stumps from area to be A Installation and operation of vacuum equipment and indicating devices in accordance stc te and federal laws and regulations (327 -IAC to existing active improvements. minimum of limited to 8% of the total. Material occupied by road and surfaced areas. Removal of must be in accordance with manufacturer's recommendations and specifications which have been provided by the manufacturer 3- 6 -20). Any pipe entering ering existing sewers shall be plugged with screw D. Workmanship - To conform to all local, state and m maximum a ma x shall be free from an excess of flat, elongated, trees outside these areas shall only be done as drawings by the Owner. performance and accepted by the Engineer. The vacuum equipment must be capable of type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. P national codes and to be approved by all local and thinly laminated, soft or disintegrated pieces; noted on or approved testing the entire manhole, including the casting and riser rings. state agencies having jurisdiction. and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: B. All brush, stumps, wood and other refuse from the 19. All sewer laterals installed by the mainline Contractor shall be bedded trees shall be buried onsite or removed to disposal areas B. With the vacuum tester set in place: the same as the main line sewer. E. Trenching -Lay all pipe in open trenches, except SIEVE SIZE %PASSING off of the site. Disposal by burning shall riot 1. Connect the vacuum pump to the outlet port with the valve open. when the local authority gives written permission be permitted unless proper permits are obtained for tunneling. Open the trench sufficient ahead 1_1/2" 100 (where applicable). The location of on site bury 2. Draw a vacuum of ten (10) inches of Hg. and cl,,se the valve. 20. Forty -eight (48) hours notice shall be given to the District prior to the of pipelaying to reveal any obstructions. The 1" 80 -100 pits shall be designated by the owner or the start of sewer construction. Also, 48 hours notice shall be given prior to width of the trench shall be the inside pipe 3/4" 70 -90 Engineer. doing any testing done on the sewer, diameter plus 24 inches for 12 inches above the 1/2" 55 -80 pipe. Sheet and brace trench as necessary to 4 35 -60 25 4. PROTECTION OF TREES 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R protect workmen and adjacent structures. All #8 -50 C. Accepted standards for leakage will be established from the elapsed 1642A or equal and be self - sealing type. The casting flange shall be 34 trenching to comply with Occupational Safety and #30 12 -30 A. General Protection: The Contractor shall be time for a negative pressure change from ten (10) inches to nine (9) inches and the clear opening shall be 24 inches. Waterproof castings shall Health Administration Standards. Keep trenches #200 5 -10 responsible for the protection of tops, trunks inches of mercury. The maximum allowable leakage rate for a four (4) be Neenah R- 1916 -Ft and stamped SANITARY SEWER. free from water while construction is in progress. and roots of existing trees on the project site foot diameter manhole must be in accordance with the following: Under no circumstances lay pipe or appurtenances 3. APPLICATION that are to remain. Existing trees subject to 22. The minimum slope for sewer acceptance is. in standing water. Conduct the discharge from construction damage shall be boxed, fenced or trench dewatering to drains or natural drainage A. Grading Do any necessary grading in addition to otherwise protected before any work is started; Minimum Elapsed Time for a Size of Pipe Minimum Constructed Slope channels. that performed in accordance with Earthwork a do not stockpile within branch spread. Remove Manhole Depth Pressure Change of 1 Inch Hg F. Special Supports - Whenever in the opinion of the Section, to bring subgrades, after final interfering branches without injury trunks and 8 -inch 0.40% Engineer the soil at or below the pipe grade is coaction, required grades and sections cover scars with tree paint. 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds 10 -inch 0.287 12 -inch 0.22% unsuitable for supporting sewers and appurtenances improvement. 5. HANDLING OF TOPSOIL >15 feet but <25 feet 90 seconds 15 -inch 0.15% specified in this section, such special support, B. Preparation of Subgrade - Remove spongy and 18 -inch 0.12% in addition to those shown or specified, shall be otherwise unsuitable material and replace with A. Remove all organic material from the areas to be For manholes five (5) feet in diameter, add an additional fifteen (15) P rovided as the Engineer may direct, and the n stable material. No traffic will be allowed on occupied by buildings, roads, walks and parking seconds and for manholes six (6) feet in diameter, add an additional thirty 23. The Contractor shall provide measurements of the slope of the sewer contract will be adjusted, subgrade prior to paving. areas. Pile and store topsoil at a location (30) seconds to the time requirements for four (4) foot diameter for each manhole section as construction progresses. Such measurements where it will not interfere with construction manholes. For all manholes deeper than twenty -five (25) feet. Engineer shall be certified by a Registered Land Surveyor or Engineer and be G. Backfilling - Bedding, haunching, and initial C. Compaction of Subgrade - The first 6 inches below operations. Topsoil shall be reasonably free will determine the applicable minimum elapsed time. available on -site for observation by the District's Inspector. No more than backfill for all RCP installations shall be B- Borrow the subgrade shall be compacted to at leas' 100% from subsoil, debris, weeds, grass, stones, ect. three manhole sections can be constructed in advance of such for structure backfill meeting the material of the maximum dry density as determined by the D. If the manhole fails the test, necessary repairs must be made and measurements. requirements of the INDOT. Bedding shall be laced q 9 P provisions of AASHO T -99. Water shall be B. After completion of Eite grading and subsurface the vacuum test and repairs must be repeated until the manhole in the trench bottom such that after the pipe is prevented from standing on the compacted subgrade. utility installation, top soil shall be replaced passes the test. 24. In the event the Contractor does not meet the minimum slopes, the installed to grade and line, there remains a 4 -inch in areas designated on the erosion control plan sewer section and any other affected sewer sections shall be reconstructed minimum depth of material below the pipe barrel D. Utility Structures - Check for correct elevation for seeding and /or sodding. Any remaining top E. If manhole joint sealants are pulled out during the vacuum test, the to meet such minimum slopes. and a minimum of 3 -inch below the bell. For e PiP of all manhole covers, valve boxes and similar soil shall be used for finished grading around manhole must be disassembled and the joint sealants replaced. sizes 66- inches and larger, the minimum depth of structures located within areas to be paved, and structures and landscaping areas. 25. Laterals are to be traced with a minimum size of 14 gauge wire from material below the pipe barrel shall be 6- inches. make, or have made, any necessary adjustments in F. Manholes will be subject to visual inspection with all visual leaks being the wye to the terminus. The contractor for the building or home will Bedding, haunching and initial backfill shall be such structures. repaired. extend the wire from this terminus to the building cleanout adjacent to the compacted in 6 -inch maximum lifts to not less 6. DISPOSITION OF UTILITIES: building. than 95% Standard Proctor Density for the entire E. Placing Concrete 5. Butyl rubber coating shall be applied around each ma ihole joint from depth of the material placed. The backfill shall be regulations governing the respective A. Rules and ul 6- inches above to 6- inches below each joint. The appropriate primer shall brought up evenly on both sides of the pipe for the 1. Subgrade - Place concrete only on a moist, utilities shall observed in executing all work be applied prior to applying the rubber coating. Inside joints to be filled full length of the pipe. Haunching shall extend to compacted subgrade or base free from loose under this section. with precaat plug material. the springline of the pipe. The limit of initial material. Place no concrete on a muddy or backfill shall be 6- inches above the springline. frozen subgrade. B. If active utilities are encountered but not shown 6. The manhole chimney's including all riser rings shall be sealed using Minimum trench width shall be the outside diameter on the drawings, the Engineer shall be advised Inf- Shield "Uniband" or approved equal. Prior to placement, the top of the pipe plus 18- inches. Final backfill for all 2. Forms - All forms shall be free from warp, before work is continued. 4- inches of the manhole cone and casting frame shall be cleaned and RCP installations under and within 5 -feet of tight enough to prevent leakage and primed. The Uniband shall extend from 3- inches below the top of the pavement shall be B- Borrow for structure backfill substantial enough to maintain their shape re C. Inactive and abandoned utilities encountered in cone section to 2- inches over the flange of the manhole casting frame. meeting the material requirements of the indot and and position without springing or settling, shall excavating and grading operations shall shall be compacted in 6 -inch maximum lifts to not when concrete is placed. Forms shall be in s removed, reported to the Engineer. They shall 7. The casting elevations are set by plan. However, the castings are to be less than 95% Standard Proctor Density for the clean and smooth immediately before plugged or capped directed the Utility adjusted in the field by the Engineer's representative, should a discrepancy entire depth of the material placed. The backfill for concreting. Company and the Engineer. occur between plan grade and existing grade. New manhole ring and cover the top 6- inches of the excavation below the start shall be installed to establish grade. Maximum height of adjusting rings of the aggregate subbase of the pavement shall be responsibility D. It shall be the responsibility of each contractor shall be 12- inches. No. 53 stone meeting the material requirements of 3. Placing Concrete - Concrete shall be all and conditions to verify all existing the INDOT and shall be compacted to not less than deposited so as to require as little It hall pertaining his phase of the work. It shall 8. Backfill around all structures and all cuts under paved areas with 95% Standard Proctor Density. Final backfill for all rehandling as practicable. When concrete is also be the contractors responsibility contact granular material. Trenches opening within 5 -feet of paved roadways shall RCP installations greater than 5 -feet of pavement to be placed at an atmospheric temperature of the owners of the various utilities before work be backflled with granular material in accordance with Section 211. Backfll shall be clean fill material free of rocks larger than 35 degrees F. or less, paragraph 702.10 of is started. under sidewalks shall be granular, unless the walks are constructed a 4- inches in diameter, frozen lumps of soil, wood or the Indiana Department of Transportation minimum of 6 months after backfill has been in place. other extraneous material, compacted in 12 -inch Specifications latest revision shall be 7, SITE GRADING: maximum lifts to not less than Standard followed. 9. The Contractor shall be responsible for verifying that all state highways, Proctor Density for the entire depth of the depth A. Grades: Contractor shall perform all cutting, city, and county permits have been obtained by the developer prior to start excavation. F. Concrete Curb filling, compacting of fills and rough grading of construction. required to bring entire project area to grade as TABLE 1 H. Manhole Inverts - Construct manhole flow channels 1. Expansion Joints - Shall be 1/2 inch thick shown on the drawings. 10. The Contractor shall be required to furnish the developer's Engineer of concrete sewer pipe or brick, smoothly finished premoulded between storm structures &curb. B. Rough Grading: the tolerance for paved areas with a set of prints, marked in red pencil, showing actual sewer location invert, to include lateral location, depth and length. Such "as built" MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig and of semi - circular section conforming to the inside diameter of the connecting sewers. Make 2. Contraction /Control Joints - Unless otherwise shall not exceed 0.04 feet plus or minus above and prints must be received by the Engineer before the final contract payment DROP FOR SIZE AND LENGTH OF PIPE INDICATED changes in size or grade gradually and changes in provided, contraction joints shall be sawed the established subgrade. All other areas shall can be authorized. The sanitary sewer laterals and stubs termination shall direction by true curves. Provide such channels or scored joints spaced 10 feet on center, except for not exceed 0.10 feet plus or minus the be indicated on the surface with a metal fence post set immediately above for all connecting sewers at each manhole. intersection radii where joints shall be placed 5' o.c. established grade. All banks and other breaks in the said termination point. grade shall be rounded at top and bottom. Pipe Minimum Length for Time for 1. Subdrains - All subdrains shall be of the size 3. Finish - Tamp and screed concrete as soon as 11. All sanitary sewer lines upon completion will be required to pass a low Diameter Time, Minimum Longer Specification Time for Length (L) Shown, mints shown on the plans and shall be constructed to the placed, and fill any honey combed places. C. Compaction Requirements: pressure air test. Said test shall be conducted according to ASTM In. min:s Time, ft Length, S grades shown. All drains constructed off -site as Finish square corners to 1/4" radius and 1417 -92, and shall be witnessed by on Engineer and a representative of part of the outlet drain will be located as shown. other corners to radii shown. 1. All building pad areas (engineered fill areas) the District. The testing shall be in accordance with Table 1. Add 0.5 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft shall be compacted to standards specified psig for each foot of water above the sewer line being tested. J. Utilities - It shall be the responsibility of each G. Concrete Walks and Exterior Steps by local and /or state building codes. 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 contractor to verify all existing utilities and All fill areas (pad or engineered) shall be 12. Deflection tests shall be performed on all flexible* pipe after the final 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 conditions pertaining to his phase of the work. 1. Slopes - Provide 1/4 inch per foot cross compacted to at least 95 percent of the backfill has been in place at least 30 days. No pipe shall exceed a vertical It shall also be the contractors responsibility to slope. Make adjustments in slopes at walk maximum dry density (ASTM D- 1557). deflection of 57 deflection test results. ( *The following are considered 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 contact the owners of the various utilities before intersections as necessary to provide proper Y P P P fill should exhibit a maximum dry density non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 work is started. The contractor shall notify in drainage. of at least 105 pcf, and have a liquid index The deflection test shall be performed with a nine-point mandrel. Proving 12 11:20 199 . 3418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 writing the owners or the engineer of any changes, found on these or in the 2. Dimensions - Walks and steps shall be one limit less than 50 and plasticity of rings shall be available. Deflection test shall also be per formed using a errors or omissions plans less than 25. sandy fill must have less mandrel that is 95% of the diameter of the inside of the pipe, and that 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 field before work is started or resumed. course construction and of widths and details than 15% fines passing a #200 sieve. the mandrel be pulled by hand. 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 K. Contractor to grout joints inside storm shown on the drawings. 2. For compaction requirements of paved areas, 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 structures where pipes enter or exit 3. Finish - Screed concrete and trowel with a see street specifications. and between structure and casting. steel trowel to a hard dense surface after 24 22:40 89 13.674 L 22:47 34:11 45:34 1 56:58 68:22 79:46 91:10 102:33 surface water has disappeared. Apply medium 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 1 142:25 1 160:15 where sidewalks intersect, and at a maximum 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 spacing of 48 feet between expansion joints. 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 1 153:80 179:29 205:07 230:46 Y' `v � v Gi z 0 PQ No��N niTu „e,,,������i No. 10000075 s � STATE OF %O'��S' �NDIANP DATE: 1/31/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) fklo Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: M SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \1004 \DWGS \SECS \C901.DWG SHEET NO.: (C �� � O w 4� O O Z z ° z TP34 V 1 � DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \1004 \DWGS \SECS \C901.DWG SHEET NO.: (C ��