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HomeMy WebLinkAbout0815.93.4z I 0 ZONING S -1 - - 131 ST ST. 45' HALF R/W LINE 4/ c /2S � � . \51 4 ZONING S -1 S 40' FRQNT YARD MM a Ka .. IPA lo' 45' HALF R/W LINE i • • i t � SEE ENLARGED SITE PLAN, DRAWING L105, FOR DETAIL OF THIS AREA. plp��{° 64 �J - I i3�) -' • • \ � 49 4 9 � PROPOSED , BUILDING � t ' �z' C�I IV 1175' � II EXISTING BUILDING I I I ~w SOUTH DEVELOPMENT LINE SITE LAYOUT PLAN SCALE: 1- = 50' Pw en �el.li►�I I I►!t� � I 0 -- L 1Y 1 �y ILI • �P��T coals. I - - -- - -- I 1 "- 4 4poT I�IG K. - - 1T -T4VV _E3FI -- - C hw 410E$v) - -- - — - - - - - - - - -- - - - WOTVA : SPI441.1 e I l.t, P* - - - -- - �gL, �n 0 f- SI n6y) GROUND SIGN ELEVATION . r i 0 PARKING DATA: STANDARD SPACES REG'D. 254 PS. STANDARD SPACES PROVIDED 436 PS. DISABILITY SPACES REG'D. 9 PS. DISABILITY SPACES PROVIDED 18 PS. TOTAL SPACES PROVIDED 454 TOTAL BUILDING AREA: 54,074 S.F. LEGAL DESCRIPTION: Part of the Southeast Quarter of Section 28, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: I BEGINNING at the Northwest corner of the Real Estate describe¢ in Deed Book 351, Page 152 in the Office of the Recorder of Hamilton County, Indiana, said Real Estate located in the Southeast Quarter of section 28, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana; thence North 90 degrees p0 minutes 00 seconds Ea.Bt (assumed bearing) on the North line of said Southeast Quarter 1115 feet; thence south Ob degrees 30 minutes 47 seconds 3ast parallel with the West line of the Real Estate described in said Deed Book 351a distance of 835 feet; thence South 90 degrees 00 minutes 00 seconds West parallel with the North line of said southeast Quarter 1173 feet to the West line to the West line of the Real Estate described in said Deed Hook 351; thence North 00 degrees 30 minutes 47 seconds West an the West line of the Real Estate described in said Deed Book 351 a distance of 835 feet to the P01M OF MGINNING, I • NING S -1 GENERAL NOTES NORTH All areas where the existing pavement or pavements are damaged during construction from heavy traffic or equipment, fuel, oil, gasolene, etc. by the General Contractor, Subcontractor or Suppliers, these areas shall be reconstructed and paved at least to its original condition after the construction work is completed. All stripes are to be 4" painted, white, unless otherwise noted. All concrete sidewalks are not to exceed a maximum slope of 3/4" per foot. control joints at 5' -0" to 10' -0" on center maximum and expansion joints at 40' -0" on center, unless otherwise noted or indicated otherwise un plans. All concrete curbs to be tooled for control joints at 10' O.C. maximum and have expansion joints at 40' -0" on center maximum. All dimeosions on pavements are to edge of pavement or face of curb, unless otherwise noted. All dimensions are parallel and perpendicular to base lines, property lines, or building lines, unless otherwise noted. All radii indicated shall be formed as circular arcs. Provide positive drainage in all areas withb.9t pending water. Paving Contractor Shall test for any Bird Bath conditions after install'ation and correct if needed Provide smooth transition from newly paved areas to existing features as necessary. w ? All areas where the proposed asphalt pavement meets the existing J pavement, the existing pavement edge shall be free of all loose Zmaterials and shall be properly sealed with a tack coat material before installation of the new asphalt pavement. O The Contractor shall verify all dimensions in field before Gi starting construction. The Contractor shall be responsible for- U all field dimensions. If any discrepancies are found in these o plans from actual field condition, the Contractor shall contact !73 A/E immediately. Q w The Excavating Contractor must take particular care when excavating in and around existing utility lines and equipment. Verify minimum cover requirements by utility contractors and /or utility companies so not to cause damage. It is the Contractor's responsibility to notify all local utility department 72 hours before construction is to start to verify if any utilities are present on site. All verifications (locations, size, and depth) shall be made by the appropriate utility department.;. When excavation is around or over existing utilitir,�, the Contr;:ttor must notify the utility company so a representative of thc�•- utility can be present to instruct and observe during the excavation. Trenches for all utilities shall be backfilled completely with approved engineered granular material suitable to the A /E. gee appropriate detail. Fhe contractor shall be responsible to provide at his expense all iljtomobile and pedestrian traffic cor+.rol devices required by federal, state, county, city,or local agency. The amount, location and size shall be per direction of such agency. It is the responsibility of the contractor to remove all mud, dirt, gravel and any other materials tracted onto or placed onto any public or private streets, drives, or sidewalks. Tile contractor must clean these areas daily if necessary. The contractor must use water or other methods to keep airborne dust to a required minimum. )toad, road shoulders, road pavement, parking pavement curbs, 6riveways, sidewalks, ditches, drainage pipes and structures, fences, lawns, trees, bushes, mailboxes, street and public signs, advertisement signs, etc., damaged during construction shall be restored, reconstructed, replaced or protected by the contractor at his expense. All damages to existing improvements, excavation, and /or removal of any and all existing improvements shall be kept to a minimum and rcgtored or replaced to at least their original condition; In cut areas, where pavement sections are planned, the u�pet- 10 inches of subgrade should be scarified and compacted to a dry density of at least 95*percent of the modified proctor maximum dry density (ASTM D- 1557). Any grade -raise fill placed within 1 foot of the base of the pavement section should also be compacted to at least 95 percent of the inedified proctor maximum dry density. This can be reduced ':o 90 percent for en,3-ineered fill placed more than 1 foot below `P-.he base of the pavement section. It is the responsibility of the Contractor or Contractors to obtain all Federal, State, County, 'City and i.ocal permits for any and all work required unless otherwise noted. The Contractor or Contractors are responsible to pay For all permits mentioned above unless otherwise noted by contract or specificatiois. Handicap ramps along curbs to have a- maximum slope of 1" in 12" longitudinally. Handicap ramp and signage shall be in accordance with Federal, State, County, City and Local Code which ever has jurisdiction. See site plan for location and site details for specifications. Care should be exercised during the entire construction at the site. The traffic of all construction equipment may create pumping and general deterioration of the shallower soils if excess surface and subsurface water is present. Proper precautionary steps must be taken to alleviate such damage. A i construction and materials to conform to current standards a.:d specifications of the Federal, State, County, City or Local requirements which ever has jurisdiction. All excavated areas to be seeded or sodded after final grading unless otherwise noted. See landscape plan. LEGEND NEW CONCRETE SIDEWALK OO NEW RIGHT -OF -WAY PAVEMENT • 0 EXISTING TREES TO REMAIN NEW BUILDING NEW CONCRETE CURB 0 w 0 0 M I% I CSO ARCHITECTS INCORKWoVED © Copyright 198 ARCHITECTS PLANNERS INTERIOR DESIGNERS 9100 Keystone Crossing Suite 600 Indianapolis, Indiana 46240 (317) 848 -7800 SCOPE DRAWINGS These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architecutral elements and the type of structural, mechanical, electrical systems. The drawings do not necessarily indicate or des- cribe all work required for foil performance and completion of the requirements of the Con- tract. On the basis of the general scope in- dicated or described, the trade contractor's shall furnish all items required for the proper execution and completion of the work. 3: (0) Z Z J U W W cap um J Z U) a or 37= v w W Cf) z o N T Z Cl) T ,���ie4nrhrr MASW4., ?° 19359 STATE OF •� °sue S'n... .... ,`� �. '�rrnln t11 %. � CERTIFIED BY SHEET NO L102 OF SHEETS FILE NO 92217 -A N 0 m fW N 3 cc rr 3: (0) Z Z J U W W cap um J Z U) a or 37= v w W Cf) z o N T Z Cl) T ,���ie4nrhrr MASW4., ?° 19359 STATE OF •� °sue S'n... .... ,`� �. '�rrnln t11 %. � CERTIFIED BY SHEET NO L102 OF SHEETS FILE NO 92217 -A