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Home My WebLink About06030018 Site Plan Rcv. 3/20/2006 DOCS.N 0 t ,2" t2" "P WE rx29r CMP w, �- tT �d 0 Z 0 PLAN NOTES: LEGEND: (Z) r LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 4/C1p5, n,6 pgpyE GROUND wANoirea am veu errcma 2 MATCH NEW TOP OF CURB ELEVATION TO EXISTING TOP OF SEE DETAIL 1/C105• CURB ELEVATION, 17 VALLEY CURB, SEE DETAIL 2 /C1O6. 3 TRASH ENCLOSURE, SEE DETAIL 5/C106. 18 HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL 7/0106. 4 60 CONC. PAD, SEE DETAIL 7 /Ci05. 19 SAW CUT E)gSTING ASPHALT PAVEMENT. 5 6" INTEGRAL CURB & WALK, SEE DETAIL 11/C105. 20 EXPANSION JONT, SEE DETAIL 9/001 6 4" CONCRETE SLAB, SEE DETAIL 6/C105. 21 REMOVE EXISTING CONCRETE CURB & PLANT MATERIAL. 7 CONC. STOW, SEE DETAIL B/C105, 22 REMOVE EXISTING CONCRETE CURB & WALK TO THIS POINT• 8 4" SIDE PAINTED STRIPE, (VMITE) 23 BACK OF NEW CONCRETE CURB TO START At EDGE OF XI E STiNG 9 TAPERED END SECT10hi. SEE DFTAII 14 /clns INLET FRAME. 6 WAS— NEW CONCRETE. CURB NEW CONCRETE PAVEMENT 4" PAINTED STiRIPES 0 2' -0" O.C. 0 45' HEAVY DUTY ASPHALT PAVEMENT PATCH PAVEMENT HANDICAP PARKING PAVEMENT SYMBOL. ABOVE (MOUND HANDICAP PARKING SIGN SITE PLAN 1" = 30' NOTE TO-SURVEYOR: SURVEYOR MUST NOT TO USE COORDINATES FROM COMPUTER TO LOCATE THE BUILDING. USE THE TWO CONTROLING POINTS AND THE ARCHITECTURAL PLANS. THE BUILDING FOOT PRINT INFORMATION PROVIDED TO CSO ARCHITECTS SEEMS TO VARY FROM THE ARCHITECTURAL PLANS, i i i i i i i E storm, Manhole Rim = 840.68 38" RCP North - 83t.83 38" RCP South - 831.63 storm Manhole Rim - 839.64 86" RCP North 831.14 88 "` RCP South 831.24 Mo p4me vujue GENERAL NOTES• All excavated oreos to be seeded or sodded after. final. grading unless otherwise noted. See landscope plop. Removal of existing asphalt pavement indicated on ,plans shall include all aggregate base and subbase materials, Sow cut all areas. All cuts shall be clean, neat on.d true to line. Remove ° r ni i all n an -o ga c or toxic matter that would interfere with proposed planted materials. Reploce 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, -gosane, etc., by the General Contractor, Subcontractor, ' or Suppliers, these oreos" shall be reconstructed and paved at least to its original condition after the construction work is completed.x All stripes are to be 4" pointed, white, unless otherwise rioted. t All concrete sidewalks ore not to exceed amaximum -slope of 3/4" per foot. Cron r`af Joints at ` n I i o " in enom 5' -0" to 10` -0" on center moximum.and ex onsion ints'at 40` -O" on center, n! P 10 t , unless otherwise noted or indicated otherwise on plans. 9100 Keystette:: Cr'n$ Suite : 200 All concrete curbs to be tooled. for control pints of 10' o.c. maximum and 'have expansion trldlrmo;iat, hid! o46240 Joints of 40' -0" on center maximum, - 317.848;7800 FAX 317.574.11957 All dimensions on pavements are to edge of pavement orJoce of curb, unless otherwise noted. Araw All dimensions ore parallel and perpendicular to base lines, property lines, or building lines, tic unless otherwise noted. a►.Ac#� All rodii indicated shall be formed as. circular arcs. ` Provide positive droinoge in all areas . without ponding. water. Paving Gontractor shall test for any bird bath conditions after installation, and correct if needed. gcopyr, ht ,ass Provide smooth transition from newsy paved oreos '.to .existing features as necessary. J►RS°_ ft4 pv, ir&O ►n. Q, All areas where the proposed asphalt pavement meets the :existing pavement, .the existing �. •:.'�,,.�, �„ . � .. � : r,.cassonTy �rorau. a. cosc,ns a►:,Kxu.nq„b.a , . pavement edge shall be free of all loose matenois and shall be properly sealed 'with a took .wry t„��,e °. o.aesow, coot moterioi before installation of the new asphalt pavement. ;�.. �:� � �,, P�,,. . The Contractor shall verify all dimensions in field before storting construction. The .Con.tro7ctor shall be responsible for oil field dimensions. If any °discreponcies .ore . found in these plans from actual field condition, the Contractor shall contact A/E immediately 11 /�8 /95 F1 11 p(,qS / 20/ .The Excavating Contractor must take :particular core 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 riotify all local utility departments 72 hours before construction is to start to verify if any utilities ore present on site. All verifications (locations, size and depth), shall be made by the appropriate utility departments.. When excavation is around or over existing Utilities, the Contractor must, notify: the utility company so e representative of that utility con be present to instruct and observe 'during " the excavation, 0 � Trenches for all utilities shall be bockfilled completely with approved engineered granular: mote6ol suitable to the A /E. See oppropriote detol: 04/22/95: KVF C.CB All proposed spot elevations ore the final top of pavement, top of curbs or final grade..__ See oppropriote details to determine subgrode devotions below finish grade elevations as indicated. Handicap romps along curbs to have a maximum slope of 1" in 12° longitudinally. Handicap 7. ramp and signage shall be in occordance with Federal, .State, County; City and Local Code, whichever has jurisdiction. See site plan for location and site details for specifications. Y 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 token. to= alleviate such damage. All cansi� uciion and materials to conform to current standards and specifications of the Federal, State, County, City or Local requirements whichever has � jurisdiction.... - Rood st�ulders, rood pavement, parking pavement curbs; dnvewoys, sidewctks, - ditches, drainage' pipes and structures, fences, towns, trees,'bushes, mailboxes, street and public signs, advertisement signs, etc., damaged during construction shall be restored, tv reconstruct replaced r • reconstructed, ep ced or protected by the Contractor at his expense...AII damoges to - existing improvements, excavation and /or removal of any and all existing improvements shall be kept to a minimum and restored or replaced to at least their original condition. ` in cut areas, where pavement sections are. planned, the upper 10 inches. Of sub grade 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 grode -rise fill -paced within one foot of the .base of the - pavement section should also be composted to at least. 95 percent of. the modified roctor maximum dry density. This con be reduced to 90 percent for engineered fill placed more than ' . one foot below' the base of the pavement section. It is the responsibility of the Contractor or Contractors to 'obtain oil Federal, State, County, City and Local permits for any and all work required unless otherwise noted. the Contractor or Contractors ore responsible to pay for oil..permits mentioned above: unless otherwise noted by the contract or specifications. It shall be the responsibility of the General Contractor to bear tiny and all expenses to remove, relocate aria /or modify in any tvay;oll utilities. private, public' or otherwise. It further shall be the responsibility of the General Contractor to :verify with each utility owner to whom is responsible to remove, relocate and /or modiiy such utilities existing or proposed per these plans or future utilities proposed by. others. not indicated herein, The contractor shall be responsible to provide, of his expense, oil automobile and pedestrian traffic. control devices required by Federal, State, Count ; City r Local o`encies,` amount, location and size shall be per direction of such agency. 9 The It is the responsibility :of the Contractor.to remove ,till mud; dirt, gravel .arid: any other materials tracted onto or placed onto any public or private streets, drives or sidewalks.. The Contractor: must dean these areas daily if necessory, . The Contractor must use water--or other methods Lem to keep airborne dust to o required 'minimum. The utilities indicated on these pions. moy not be o complete inventory.of all existing. utilities present. The location and size of these utl0ties are approximate bused on information ' gathered or supplied to CSO Architects- CSO Architects: shall not be liable for ony incorrect or • i misleading utility information indicated ar, nod indicated on these pions, _ r <; 'i i