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Home My WebLink AboutV-3-03 SP-2 Existing Topographic Surveyti SAW -CUT EXISTING ASPHALT 12'x20' 2l,MPSTER WITH b' (HIGH) WOOD PRIVACY FENCE 1 1 /1 /1 /1 11 /1 /1 /1 \---1 32' 12' RCP ±1 /1 CONTRACTOR SI -4ALL PROVIDE TEMPORARY FENCING DURING CONSTRUCTION EDGE OF TREEL INE 4 D ISPLAY 'DO NOT D I STUBS THROUGHOUT PROJECT EXISTING TREELINE SHALL NOT BE DISTURBED IN ANY WAY REMOVE 15'x20' DUMPSTER �LITH 6' 4 -i1GH) u)COD PRI vACY FENCE 1 -.e, x 1 1 1, s c ELECTRICAL TRANSFORMER REMO /E EXISTING PIPE BOLLARDS EXISTING CONC PAD x EXISTING 2' CONC CURB RELOCA EXISTING 4, TREES REMOVE EXISTING 4' x 4' CONC. SPILLWAY REMOVE f EXISTING ASPHAL T,CONC RE TE TRUCKDOCK t STORM PIPE HAT r- q. AREA REMOVE EXISTING 2' CCNC. CURB x EXISTING DRAINAGE OUTLET EXISTING -CURB INLET 4 feN EXISTING) WATER METER /x rP EXISTING CURB INLET F L 832 38 N N EXISTING SANITARY MANHOLE SOILS MAP NOT TO SCALE S MBOL SOIL NAME Cr A CRO,B( fi t3R( l)Kc 1 )N EXISTING 2' CONC. CURB x x 4 OIL Ti PE ILT LOAM `)ILT( (/AT �AM BONE EXISTING CURB INLET E FIRE I 1 .0\ sic E ALK YHA DRANT r I 1 1 MANHCL� GAS TELEPHONE MARKER PEDESTAL 1 O Cij I EXISTING STORM MANHOLE ELECTRiC4L TRANSER T ELEr-LONE PEr STAL \/t J- N EX STING STORM BEEHIVE EXISTING SANITARY MANHOLE r —UE O LEGEND L IGHT -DUT7 ASPI IAL T PROPOSED STORM SEWER GAS MAIN UNDERGROUND ELECTRIC LINE WATER LINE SANITARY MAM -IDLE EXISTING STORM SEWER FIRE N7DRANT ELECTRIC TRANSFORMER 24' CONCRETE CURB CONCRETE PAVEMENT l•- IEAVY -DUTr ASP+ -IALT PAVEMENT 6' WOOD PRIVACY FENCE l- IANDICAPED PARKING SPACE TELEPHONE PEDESTAL NOTES. 1 2 3 SiTE INFORMATION SITE SIZE BENCH MARK FIRE HYDRANT 3 TEMPORARY BENCH MARK CONCRETE NOTES ACI 318, "Building Code Requirements for Reinforce Concrete" comply with applicable provisions except as otherwise Indicated Employ acceptable testing laboratory to perform materials evaluation, testing and design of concrete mixes Perform sampling and testing during concrete placement, as follows Air content ASTM C 173, one for each set of compressive strength specimens, 6% minimum on all concrete exposed to freezing or thawing Compressive strength ASTM C 39, as directed by the general contractor for each class of concrete; one specimen tested at 7 days, one specimen tested at 28 days, and one retained for later testing if required. When the total quantity of given class of concrete is less that 50 cu yds. strength tests may be waived by Engineer If field experience indicates evidence of satisfactory strength Test results will be reported In writing to Engineer, Contractor and Concrete Producer within 24 hours after tests are made 4 Concrete for pavement, slabs, walks, patios, and curbs shall have a 28 day compressive strength of not less than 4,000 psi. 5 Mix design may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by Engineer 6 Portland Cement ASTM C 150, Type as required. 7 ASTM C 33, except local aggregates of proven curability may be used when acceptable to Engineer 8 Water Drinkable 9. Air Entraining Admixture ASTM C 260 10 Water Reducing Admixture. ASTM C 494; type as required to suit project conditions. Only use admixtures which have been tested and accepted in mix designs 11 Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection 12 Deformed Reinforcing Bars. ASTM A 615, Grade 60, unless otherwise indicated 13 Welded Wire Fabric: ASTM A 185 14 Job Site Mixing: Use drum type batch machine mixer, mixing not less than 1 1/2 minutes for one cu yd or small capacity. Increase mixing time at least 15 seconds for each additional cu. yd or fraction thereof 15 Ready Mix Concrete ASTM C 94 16 Construct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position. 17 Clean and adjust forms prior to concrete placement Apply form release agents or wet forms as required Retighten forms during concrete placement if required to eliminate leaks. 18 Satisfactory soil material shall be free of clay. rock or gravel larger than 2" In any dimerslon, debris, waste, frozen material vegetable and other deleterious organic matter Soil shall consist of nonorganic, low plastic (P1 20) material 19 Sub -base material: shall be naturally or artificially graded mixture of natural or crushed gravel, crushed stone, crushed slag, natural or crushed sand. 20 Barricade open excavations occurring as part of this work and post with warning lir?hts 21 Protect structures, utilities, sidewalks, pavements and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations 22 Form concrete such that favorable drainage occures to storm drains, stairwell drains, and /or parking tots. No drainage should occur towards the foundation of building walls. 23 Minimum concrete cover shall be 3 Inches for reinforcing steel in accordance with (ACI 318 -83). 24 Welding, including tack welding, of reinforced steel is prohibited. Welding of reinforcing steel will be permitted only by written approval of the engineer. 25 Solis exposed in the bases of all satisfactory foundation excavations shall be protected against any detrimental change in conditions such as disturbance, rain or freezing. Surface runoff shall not be allowed to enter the excavation. 26. Provide construction, isolation and control joints as indicated on structural sheets at a maximum grid spaceing of 15' -0 27. All concrete shall be finished with a light broom finish except for floor slabs which shall have a steel trowel fiish. 28 The contractor shall provide specifications and manufacturers data for concrete sealer, joint filler, and curring compound for all floor slabs, to the engineer prior to Installation for approval 2.000 Ac. NORTH BOLT ON FIRE HYDRANT FLANGE, LOCATED iN PARKING ISLAND CO 645 WEST CARMEt DRIVE, 200', E OF NE BUILDING CORNER AND 150'; S. OF CARMEL DRIVE. PAINT MARK ON RIM OF MANHOLE COND, GOOD ELEV. 842.47' TOP OF RIM OF STORM MANHOLE, LOCATED 48 3' NORTHEAST ALONG THE CENTERLINE OF CHASE COURT FROM THE CENTER OF THE CUL -DE -SAC AND 33.1' NORTH OF THE CENTERLINE COND GOOD ELEV 834 19' 4 THIS EXISITNG TOPOGRAPHIC SURVEY IS BASED ON FIELDWORK BY KEELER -WEBB ASSOCIATES, PROJECT No. 9501 025 9612- 007, DATED 2/13/95 .12/18/96 11/01/2002 EXISTING TOPAP4IC SURVEY KiLk GRAPHIC SCALE IN FEET 1 inch 30 ft. PROJ. NC* 0210-069 DRAWN BY= COD CHECKED BY: ALA DATE 11/06/02 FOR TAC REVEW 1:4 rn KEELER-WEBB ASSOCIATES Consulting Engineers Planners Surveyors 486 GRADLE DRIVE CARMEL, INDIANA 46032 TELEPHONE (317) 574-0140 E –mail: infoOkeelerwebb.com