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HomeMy WebLinkAbout1994 L102 Site Plan2.5'R w z J U CO W UI CD 5 u t 45' 39 50' RIGHT OF WAY fZOSiING (PROPEPTY TO THE SOUTH LI ±'Ind C K 'ROPOSED 10' UTILITY ESMT. \LONG THE SOUTH PROPERTY--- _INE P PROPERTY LINE 60' GAS EASEMENT (INDIANA GAS COMPANY) All excavated areas to be seeded or sodded after final grading unless otherwise noted. See landscape plan. Removal of existing asphalt pavement indicated on plans shall include all aggregate base and subbase materials. Saw cut all areas. All cuts shall be clean, neat and true to line. Remove all non organic or toxic matter that would interfere with proposed planted materials. Replace excavated area with a minimum of 4" of approved topsoil. All areas where the existing pavement or pavements are damaged during construction from heavy traffic or equipment, fuel, oil, gasoline, 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 to center a t unless otherwise —u o 0 —0 on center maximum and .,xpansion joints 40' -0" on center, unless noted or indicated otherwise on plans. All concrete curbs to be tooled for control joints at 10 c.c. maximum and have expansion oirtts at 40' -0 on center maximum. Ai. dimensions on pavements are to edge of pavement or face of cure, unless otherwise noted. All dimensions are paraliel and perpendicular to base lines, property ljnes, or oui dulling Ines, url'ess otherwise noted. All radii indicated shall be formed as circular arcs. x Provide positive drainage in ai': areas without ponding water. Paving Contractor snu Test fo any bird bath conditions after installation and correct if needed. Provide smooth transition from newly paved areas to existing features as necessary. All areas where the Proposed asphalt pavement meets the existing pavement, the ex pavement edge shall be free of all loose materiels and shall be properly sealed wit- tack coat material before installation of the new asphalt pavement. a The Contractor shall verify all dimensions in field before starting construction. Toe ;rntroctor shall be responsible for all field dimensions. lf any discrepancies are found in these p kris from actual field condition, the Contractor shall contact A/E immediately. 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 departments 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 departments. When excavation is around or over existing u tii;ies, the Contractor must notify the utility company so a representative of that 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. See appropriate detail. All proposed spot eievoUons are the final op of pavement top of curbs or final grade. 30' LANDSCAPE BUFFER 90' BUILDING SETBACK LINE GENERAL NOTES: `iV! e erce ti''v v e C e 27 See appropriate details to determine subgrade elevations below finish grade elevations as indicated. 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, whichever 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. All construction and materials to conform to current standards and specifications of the Federal, State, County, City or Local requirements, whichever has jurisdiction. In cut areas, where pavement sections are planned, the upper 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 —rise fill paced within one foot of the base of the pavement section should also be compacted to at least 95 Percent of the modified proctor maximum dry density. This can be reduced to 90 percent for engineered fill placed more than one foot below the base of the pavement section. s the responsibility of toe Contractor or Contractors to obtain all Federal, State, County, City and Local 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 the contract or specifications. it shall be the responsibility of the General Contractor to bear any and all expenses to remove, relocate and /or modify in any way utilities private, public or otherwise. lt further shall be the responsibility of the General Contractor to verify with each utility owner to whom is responsible to remove, reocote and /or modify such utilities existing or proposec per tnese plans or future utilities proposed by others not indicated herein. The contractor shall be responsible to provide, at his expense, all automobile and pedestrian traffic control devices required oy Federal, State, County, City or Local agencies. Toe amount, locat and size shall be per direction of such agency. is the responsibility of the Contractor to remove all mud, dirt, gravel and any other materials troctea onto or piacec onto cry pubic or private streets, drives or sidewalks. The Contractor must clean these areas daily if necessary. The Contractor must use water or other methods to keep airborne dust to a required minimum. Removal of existing asphalt pavement indicated on plans shcH ,nlc ude a aggregate case arc subbase materials. Saw cut all areas. All cuts shall be clean, neat and true to line. Remove to depth required for new curbing or pavement. ZONING B5 (PROPERTY EAST OF DELTA PROPERTY) a.r_�__. r.....r.r _�.r.Yr_Y. r� Y -.r•L OM *MY=rr ..._._.r~ rr M •rte ■_0+ Y..w_ •rif• 11`..._11.w• •1■._ LOCATION MAP: t K 12_I r-r a_1 w.r LIGHT POLE DATA: NORTH MERIDIAN STREET ZONING S2 PROPOSED 10' UTILITY ESMT. 43' R i X u7 SI 1 =30' LAN ✓O PLAN NOTES: 22' 1 LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL 2 ¶AVY DUTY ASPHALT, SEE DETAIL 3 BRICK PAVERS, SEE DETAIL 4 4'' WIDE PAINTED WHITE STRIPES 5 6" CONCRETE CURB AND GUTTER, SEE DETAIL 6 RELOCATED GAZEBO 7 HANDICAP PARKING PAVEMENT SYMBOL, SEE DETAIL 3 4" PAINTED STRIPE AT 45° AT 4' -0" O.C. 9 CONCRETE HANDICAP RAMP, SEE DETAIL 10 ABOVE GROUND HANDICAP SIGN, SEE DETAIL 11 ABOVE GROUND HANDICAP SIGN INCLUDING VAN ACCESSIBLE SIGN, SEE 12 4" CONCRETE PAVEMENT, SEE DETAIL 13 6" CONCRETE PAVEMENT, SEE DETAIL 14 TAPERED CONCRETE CURB END, SEE DEATIL 15 MATCH NEW ASPHALT PAVEMENT TO EXISTING 16 MATCH NEW CONCRETE CURB ELEVATION TO EXISTING CURB ELEVATION DETAIL 0 :0 Part of the East Half of the Southwest Quartei-of Section 2, Township 17 North, Range 3 East :i-n Hamilton.. County, Indiana, 'described as :follows: Beginning at`,the lNorthe'ast corner of the Southw est Quarter of_Sect.ion:2, .Town-. ship 17 North..Range 3 East; thence South 00 degrees 44 minutes 45 seconds-West (assumed bearing) on the East line of said Southwest Quarter 1337.00 feet; thence North 89 degrees •58 minutes 19 seconds West parallel with the North line of. said Southwest Quarter 470.31 feet to the Easterly right -of -way line of U.S. Highway #31 per Cause TC -71 -213;. thence'North 00 -_degrees _52 mi notes 41 seconds .East said right- of.way line 1267.50 feet;' thence •North 61 degrees 08 minutes 27 seconds •East on said right -of -way line- 121 .17 feet; thence North 00 degrees 01 minutes 41 seconds East 17 .00 feet to the North line- of said Southwest Quarter; thence South 89 degrees 58;m_inutes 19 seconds East on said North line 362.25 feet to the place. of beginning, containing 14.275 acres,_more or less EXIST`G. ENTRANCE 45' 51'R OF FLUME 7.35' N 21 SPACES 9' =189' 9 NORTH 7- LEGAL DESCRIPTION 0) PENNSYLVANIA STREET r 0 JI I l i S S I29 6 V Y 'o 45' BUILDING SETBACK LINE ZONING B5 BUILDING DATA: C) TOTAL BUILDING S.F. 115,545 S.F. (DELTA PROPERTY ZONING) THIS PROPERTY IS IN THE MERIDIAN STREET OVERLAY ZONE 17 EXISTING PAINTED STRIPES TO REMAIN 18 EXISTING ASPHALT PAVEMENT TO REMAIN 19 1' CONCRETE BANDING, SEE DETAIL 20 WATER FOUNDTAIN FLUME, SEE ARCHITECTURAL PLANS 21 CONCRETE LANDSCAPE EDGING. SEE DEATIL 22 CONCRETE LANDSCAPE CURBING, SEE DETAIL 23 2'X 2' HANOVER PREST PAVERS, SEE DETAIL 24 2'X 2' HANOVER PREST PAVERS, SEE DETAIL 25 HANOVER PREST PAVERS, SEE ARCHITECTURAL PLANS 26 SEE ENLARGED PLAN 27 THE EXPANSION OF PENNSYLVANIA STREET IS NOT INDICATED ON THIS PLAN IN ITS FINAL FORM. CSO ARCHITECTS ARE WORKING WITH HAMILTON COUNTY HIGHWAY AND THE TOWN OF CARMEL FOR A FINAL SOLUTION. 28 EXISTING TRANSFORMER AND PAN. 29 PROPOSED GAS METER. (NORTH BOUND LANE) X .7 ZONING B6 (PROPERTY NORTH OF 111TH STREET) u X 7 Subject to an easement to Indiana Bel l Telephone Company being 20 feet in width by parallel lines, the centerline of which Met: 37.5 feet West of and parallel with the East line of said Southwest Quarter. Subject also to an easement to Panhandle Eastern Pipeline Company, being 60 feet in width, the centerline of which extends South 69 degrees 29 minutes 38 seconds West from a point on the East line of said Southwest Quarter which is 1119.0 feet South of the Northeast corner Subject to the apparent Asher Tile Legal-Drain. Subject further to all other legal easements .and rights -of -way r r +1 t PROPOSED 10' UTILITY ESMT. PARKING DATA: 240' r\ TO CENTER LINE OF 11TH ST. 45' BUILDING SETBACK LINE FROM THE SOUTH R/W LINE OF 1 1 1 T H STREET 4 PROPOSED 10' UTILITY ESMT. ALONG THE SOUTH PROPERTY R/W LINE OF 1 1 1 T H STREET PARKING REQUIRED 115,545 S.F. 300 385 P.S. PARKING PROVIDED (STANDARD) 339 P.S. PARKING PROVIDED (HANDICAP) 8 P.S. TOTAL PARKING SPACES PROVIDED 346 P.S. VARIANCE REQUIRED FOR 39 P.S. NOTE: A 4' WIDE CONCRETE SIDEWALK TO BE INSTALLED ALONG THE ENTIRE WEST R/W LINE IF REQUIRED BY THE TOWN OF CARMEL. LEGEND: NEW CONCRETE PAVEMENT NEW BRICK PAVERS NEW LIGHT DUTY ASPHALT PAVEMENT NEW HEAVY DUTY ASPHALT PAVEMENT NEW BUILDING STRUCTURE NEW CONCRETE CURB ABOVE GROUND HANDICAP SIGN HANICAP PARKING PAVEMENT SYMBOL SITE LIGHT POLE THE MECHANICAL EQUIPMENT IS LOCATED INSIDE AND IN A MECHANICAL PIT NEXT TO THE DOCK. CSOArchitects Engineers &Interiors 9100 Keystone Crossing Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Architecture Engineering Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning ©Copyright 1993 Scope Drawings These draw ngs indicate the general scope of the project in terms of architectural design concept, the dtmenslons of the building, the major architec— tural elements and the type of structured, mechani electrical systems. The drawings do not necessarily indicate or describe all work reaulred 'or foil performance and co motet on of the require— ments of the Contract. On the 'basis of the general scope indicated or described, the *.rode contrac :or's sha0 furnish all items rea aired for the proper execution and comp ietion of the work. Revision& REVISION PER CITY REQUEST 1/14/94 Date 12/30/93 z w cr) l_ �l Z 0 U w U H W %%t1SI11If //4 ER... 860555 STATE OF fi.zi <Z:volAtAt„:" II Drawn By RRO Checked By GANEY z 0 0 z w 0 z z 0 0