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Home My WebLink AboutC101V) W L. X r V V) 3 c a� Y 0 i it a� I v E. aj N U) co a; 0 C7 Q a� i= o o c� u J Li a. N i �i m J QJ Li 5t,3bi!1zatior praCtiGe° Jan. Feb, Mar, Apr, May, June July Aug. Sept. Oct. Nov. Dec_ Permanent A seeding Dormant 8 '��® $ �� V seed ing Temporary C D seeding E Sodding Muichinci G A - See Specification Section 02930 B = See Specification Section 02930 C - Spring oats 3 bushel /acre D = Wheat or rye 2 bushel /acre E Annual ryegrass 40 Ibs /acre F sod G Straw mulch 2 tons /acre • /I /, Irrigation needed during June, July, and /or September as Irrigation needed for 2 to 3 weeks after applying sod '46brsviati0�n5: Acce I. Acceleration Add. Addendum Ad j. Adjacent Alt. Alternate Arch. Architectural Ca I. Caliper C.J. Control Joint CL Center line CMP Corrugated metal pipe CMU Concrete masonry unit Conc. Concrete Decel. Deceleration Demo. Demolition Det. Deta I I Dia. Diameter Elev. Elevation Elec. E I ectr i ca 1 E.J. Expansion joint Exist. Existing Exp. Expansion FF. Finish floor Ft. Foot Ga. Gauge Hot, Height Horiz. Horizonta I I.D. Inside dimension or diameter In /Ln Ft. Inches per linear Foot e, r Inv. Invert _��, j- Ma X. Maximum Mach. mechanical Mad. Medium M.H. Manhole Elevation target Min. Minimum N/A Not available N.LG. Not in contract O.C. On center Plan note O.D. Outside dimension or diameter (� Perp P. Perpendicular P.I. Point of intersection PVC Poly -vinyl chloride PVI Point of vertical intersection (cig Detail reference PVT Point of vertical tangency R Radius RGP Reinforced concrete pipe Rein*. Reinforcing CID Elevation reference eq'd Required of R Right way San. Sanitary Sht. Sheet Slm, Similar 9 Section reference Specs. Specifications c�o Sq. Square 55P Sanitary sewer pipe g Demolition note STA Station point St. Storm Struct. Structura 1 Thk_ Thickness g Plant reference Typ. Typical AA Vert. Vertical V.IF. verify in Field w/ with + 999.99 Proposed spot elevation W. Width w/o w I thout W.WF. Welded wire fabric Proposed contour W.WI" 1, Woven wire mesh FT C_ 999.99 Top of casting TC 999.99 Top of curb 999.99 Gutter elevation X 999.99 Coordinate Y 999.99 Dimension points tra t t i C Cortro l Dote° I. All signs, standards, and barricades shall conform to current Indiana Manual on Uniform Traffic Control Devices (MUTCD). 2. Temporary sign locations apply only during perlods of lane closures. All other signs shall remain until work within right -oF -way is complete. 3. When traffic flow must be reduced to one lane, traffic shall be channelized with standard construction drums and Flaggers. 4. The maintenance of Traffic Plan is a guideline for warning of construction within the right -oF -way. It is the responsibility of the contractor to obtain approval for the planned construction activities from the City of Carmel and /or Hamilton County as required. 5. Drum barricades are to be set back at end of day. Flashing arrow sign shall remain as long as excavation is left open. General 5 i to C-;ra 6 ing Notes: 1. See C2OOs For erosion control to be incorporated during earth moving activities. 2. Contractor to coordinate all earth moving activities with all existing and new utilities. 3. Contractor shall stabilize all cuts against erosion. 4. All new curbs shall be &' above finished grade unless otherwise noted. 5. Contractor shall stabilize any stockpiled topsoil against erosion within 15 days of stockpiling. Lawn mixture grasses as specified (or equal as approved by Landscape Architect) shall be used for stabilization. ro. Prior to Finish grading, contractors shall maintain all water draining off site consistent with the drawings. No water shall be diverted onto adjoining properties during any part of the grading process. 1. All areas disturbed by construction shall be fine graded to drain and seeded per the specifications. 8. All new sidewalks sloping to meet existing grades shall be at a smooth slope. General Site Utility Notes: 1. All known utility locations are approximate. It is the responsibilty of the contractor to contact all affected utilities and the local utility protection service prior to beginning work. 2. All connections to existing storm, sanitary, water, gas, and electric utilities "it be verified with engineer and coordinated with respective utility prior to beginning work. 3. A layer of filter fabric shall be placed under each inlet casting during the construction period. 4. All disturbed soil areas shall be seeded or sodded immediately after construction activities are completed. See specs. 5. All dimensions to manholes /inlets are to center of manhole. 6. Contractor shall install gactextile Fabric under all new trench drain castings immediately after structure is in place. General Staking aid Layout Notes I. Contractor shall stake and verify all dimensions in Field prior to Initiation of any construction. Review any discrepancies immediately with Landscape Architect for resolution. 2. Where not shown, sidewalk expansion joints shall be 30' -0' o.c. and control joints 5' -0' o.c, and curb expansion joints shall be 50' -0' o.c. and control joints 10' -0' o.c- 3. All walks shall receive medium broom Finish perpendicular to directions of traffic flow. Coordinate junctions with Landscape Architect in Field, unless otherwise noted. 4. All plant material locations shall be marked with 2' by 2' wood stake prior to installation For approval from Landscape Architect. Any plant material installed at the incorrect location (in the judgement of the Landscape Architect) upon the contractor's disregard for staking, Shall be reinstalled at no cost to the owner. Genera l 5 i to E:)erno I i t i on Motes I. in areas where paving or concrete slabs are being removed and lawn or planting areas are proposed, contractors shall excavate to subgrade material. Contractor shall dispose of excavated material off -site at approved disposal sites only. 2. In areas where curbing, walks, and /or drives are being removed and either new curbs, walks, and /or drives will abut them or the remaining edge will be visible, the contractor shall cleanly saw cut the areas to be removed. 3. Contractor shall be responsible for the protection of existing trees and shrubs to remain within the limits of construction to the extent of the drip lines. Existing trees shall be Fenced off and no materials or heavy equipment shall encroach fenced area during demolition and construction. Any sub - contractor to the General Contractor shall be fined *1000;2er day fo. r are materials stored /staged /left within the Fence area 4. Contractor to remove and dispose of all debris in a legal manner. 5. Contractor to maintain dust control with water at all times. Meter installation and water costs are the responsibility of the contractor. (o. Explosives are prohibited on this project. 1. Catch basins, sewer inlets, etc. are to be protected from debris and sedimentation during demolition. Install filter fabric under any inlet castings on or off site that receive stormwater from the site before any demolition or earthwork activities. S. verify all trees to be removed with Landscape Architect in Field prior to felling. e. Contractor shall coordinate security and construction fence location with Landscape Architect in Field. 10, if any discrepancies occur during demolition, contact Landscape Architect immediately. 11. All plant material to remain unless specifically noted to be removed, and those areas to be removed shall be verified with Landscape Architect in Field prior to removal. S C H M I D T ASSOCIATES Wil -Fra -Mar Building IL 320 East Vermont Street Indianapolis, IN 46204 -2126 317- 263 -6226 Fax: 317- 263 -6224 Project No, e -105 e Project Date Ma (4 15, 1998 Produced rJ a Revision Date P. v��TEti Fr -. N� No. L0147 r STATE OF ANP "t< <%Itllfttt1i1a, .a' 9001 1 J, c ATE CF ft O N At. �: \ %% olls these Craw" and Speciricatfons, and all copies thereof are and shall remah the property and copyright of the Architect Thy shell be used only ulth respect to this Project and are not to be used on any other Project or work without prior written permission from the Architect. F iver Heritage Park General i information CIO] 0