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Home My WebLink About07050008.12TTV N Z M 0 D N Z M G) Z M _X Z G) N ►5.98 ,.89 5.80 I I I I I I I I I I I I I � I I _ z i TC = 808.84 I = 804.24 = _ <, E Inv = 805.25 ELEVATION I 0 I = I TYPE I I Al 809.95 I i 17/G4.1 3286 -8V NEENAH RIM± NVt _ �__ INV± SOD DISTUI LL BED 20 LF. 24' RCP 0 .49% AR ®t_ L- -c STORM MANHOLE A2 809.91 I 17/G4.1 R3404 -5 INVt 2 -7' 804.72 Ag III RISERS STORM MANHOLE NEW ASPHALT TO II A4 MATCH EXISTING ��/ = 810.00 R2535 NEENAH 4' DIAMETER II = FF II_ FA Storm Inlet TC = 809.08 NW Inv = 804.93 S Inv = 805.13 1;11 K*J � a RIM± if�a! 811.77 EX± RIM± t Eft t 9 EXt RIM± 9t I31V4 .a I Storm Inlet TC = 808.84 N Inv = 804.24 S Inv = 804.16 E Inv = 805.25 a STORM SEWER STRUCTURE SCHEDULE STR. TOP OF CAST. INVERT DETAIL CASTING STRUCTURE REMARKS NUMBER ELEVATION ELEVATION NUMBER NUMBER TYPE - E Al 809.95 804.38 17/G4.1 3286 -8V NEENAH 4' DIAMETER CURB INLET L- -c STORM MANHOLE A2 809.91 I 17/G4.1 R3404 -5 4' DIAMETER 804.72 NEENAH STORM MANHOLE PAVEMENT INLET A3 809.70 804.82 17/G4.1 R2535 NEENAH 4' DIAMETER YARD INLET STORM MANHOLE ZURN A4 VARIES VARIES 19/G4.1 TRENCH DRAIN 6" TRENCH DRAIN TRENCH DRAIN #2886 ZURN A5 VARIES VARIES 19/G4.1 TDRA NH 6" TRENCH DRAIN TRENCH DRAIN #2886 II :, I - - _41 Y , L 1 r - <L,1 < L <, • -- . LI <, C - -•CIS, _ ,- 1 CONCRETE WALK TO MATCH EXISTING ASPHALT FLUSH L� tl - L1 .. <_I •c, - LI c. L_I -< r 44 L 1 _ •r L 1 Y I Al GRADING GENERAL NOTES All contractors but not limited to the excavating con- tractor or contractors must take particular care when excavating in and around existing utility lines and equip- ment. Actual field locations of all the existing utilities are the contractors responsibilty and must be located either by the representive of the utility company or by a private underground utility locating company prior to the start of excavating. Verify minimum cover requirements by the utility contractor or contractors or agencies whomever utility companies or agencies whomever has jurisdication so not to cause damage. All proposed spot elevations are the final top of pave- ment, top of curb, bottom of curb or final grade elevation. To determine the subgrade elevation required below a proposed finished elevation, see the appropriate detail. Provide a smooth transition from newly paved areas to existing areas as necessary. All 4" concrete pavements or sidewalks are not to exceed a maximum of 1 in 20. Control joints shall not exceed 10' -0" maximum on center. Expansion joints shall not exceed 40' -0" maximum on center unless otherwise noted or indicated on plans. It is the responsibilty of the 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 required permits by any or all agenies mentioned above unless otherwise noted by the contract or specifi- cations. The contractor shall verify all dimensions and elevations in the field before the start of construction. The con- tractor shall be responsible for all field dimensions and elevations during the entire construction schedule. If any discrepancies are found on the engineering plans or landscape plans from actual field conditions the con- tractor shall contact the A/E immediately. If any dis- crepancies are found on the survey plan or from actual field conditions the contractor shall contact the A/E immediately for instructions. Trenches for all utilities shall be backfilled completely with approved engineered granular material suitable to the A/E. See the appropriate details and the specifi- cations for the approved materials. It is the responsibility of the contractor to inspect each day and remove all mud, dirt, gravel and loose materials tracked, dumped, spilled or wind blown from this site onto other sites, right of ways, public or private streets or roads, driveways, yards or sidewalks. The contractor must clean or pick up daily if necessary. The contractor shall reduct the airborne dust during the entire con- struction schedule. Water may be used as a reducer. It is the contractor's responsiblity to notify all the utilty companies and departments 72 hours before construction is to start to verify any utilities that may be present on site. All verifications, locations, size and depths shall be made by the appropriate utility companies or depart- ments. When excavating around or over existing utilities, the contractor must notify the utility company so a re- presentive of the utility can be present during the excavation to instruct and observe during the excavation. Existing pavement, sidewalks curbs driveways, electrical transformer, ditches, drainage pipes and structures, fences, lawns, trees, bushes, mailboxes, signs, power poles etc., to remain shall be protected from damage by the contractor. Any damage during construction shall be restored, reconstructed or replaced by the contractor at his expense. All damages shall be restored or replaced to a new condition or as required or dictated by Federal, State, County, City or Local agencies. All areas where the existing pavement or pavements are damaged during construction from heavy traffic or equip- ment, fuel oil, oil, gasoline, etc., by the General Cont- ractor, Subcontractor, or Suppliers, shall be reconstructed to it's original condition or as required by the construction documents for new construction or as required or dictated by Federal, State, County, City or local agencies. This reconstruction and repair shall take place at the end of the project construction or during the scheduled construction in those areas. Provide positive drainage in all paved areas without ponding water. The paving contractor shall test all paved areas for bird bath conditions by flooding the entire pavement with water and marking the ponded areas. Corrections shall be made if necessary. Removal of existing asphalt pavement shall include all aggregate base materials. Areas to be removed shall be saw cut clean, neat and true to line. Remove all non — organic matter that would interfere with proposed plant material. Replace all excavated areas to be planted with a minimum of 6 inch of approved topsoil. All areas where the proposed asphalt pavement meets the existing pavement, the existing pavement edge shall be free of all loose materials. The edge of the existing asphalt shall be sealed with a tack coat material before the new asphalt is installed. The contractor shall be responsibile to provide at his expense all automobile and pedestrain traffic control devices required by Federal, State, County, City or Local agencies. All handicap ramps that are perpendicular to the curb shall not exceed a slope of 1" in 12" longitudinally. Handicap ramps and signs shall be in accordance with ADA requirements. See Site Plan for location of ramps and signs and the details for specifications. Heavy construction and equipment traffic may create pumping and general deterioration of the shallower soils if excess surface and subsurface water is present. Proper precautionary steps must be taken during the entire construction schedule to alleviate such damage. All construction methods and materials must conform to current standards and specifications of the Federal, State, County, City or Local requirements, whichever has juris- diction. All excavated areas not covered by other improvements NORTH shall be seeded or sodded after final grading unless otherwise noted. See Landscape Plan for direction and verification. GRADING AND UTILITY PLAN 1" = 201_00 cv i O CID Go W O v U_ J 0 co O J Cr 0 2 �U 2 Z CO) (A U Q 00 Cr a. W a: U W J � Q U U Z a J a J Z Q Z Q E V s O 3 3 V 111-0 01%. co rn C) N Q 0 N tD _ N N z i H O < 00 m } m � W Y Q = Go CARMEL HIGH SCHOOL 206104 do 206097 H G Z 0 Z W Q 0 N cr Y L L'1 - - E L- -c F I II :, I - - _41 Y , L 1 r - <L,1 < L <, • -- . LI <, C - -•CIS, _ ,- 1 CONCRETE WALK TO MATCH EXISTING ASPHALT FLUSH L� tl - L1 .. <_I •c, - LI c. L_I -< r 44 L 1 _ •r L 1 Y I Al GRADING GENERAL NOTES All contractors but not limited to the excavating con- tractor or contractors must take particular care when excavating in and around existing utility lines and equip- ment. Actual field locations of all the existing utilities are the contractors responsibilty and must be located either by the representive of the utility company or by a private underground utility locating company prior to the start of excavating. Verify minimum cover requirements by the utility contractor or contractors or agencies whomever utility companies or agencies whomever has jurisdication so not to cause damage. All proposed spot elevations are the final top of pave- ment, top of curb, bottom of curb or final grade elevation. To determine the subgrade elevation required below a proposed finished elevation, see the appropriate detail. Provide a smooth transition from newly paved areas to existing areas as necessary. All 4" concrete pavements or sidewalks are not to exceed a maximum of 1 in 20. Control joints shall not exceed 10' -0" maximum on center. Expansion joints shall not exceed 40' -0" maximum on center unless otherwise noted or indicated on plans. It is the responsibilty of the 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 required permits by any or all agenies mentioned above unless otherwise noted by the contract or specifi- cations. The contractor shall verify all dimensions and elevations in the field before the start of construction. The con- tractor shall be responsible for all field dimensions and elevations during the entire construction schedule. If any discrepancies are found on the engineering plans or landscape plans from actual field conditions the con- tractor shall contact the A/E immediately. If any dis- crepancies are found on the survey plan or from actual field conditions the contractor shall contact the A/E immediately for instructions. Trenches for all utilities shall be backfilled completely with approved engineered granular material suitable to the A/E. See the appropriate details and the specifi- cations for the approved materials. It is the responsibility of the contractor to inspect each day and remove all mud, dirt, gravel and loose materials tracked, dumped, spilled or wind blown from this site onto other sites, right of ways, public or private streets or roads, driveways, yards or sidewalks. The contractor must clean or pick up daily if necessary. The contractor shall reduct the airborne dust during the entire con- struction schedule. Water may be used as a reducer. It is the contractor's responsiblity to notify all the utilty companies and departments 72 hours before construction is to start to verify any utilities that may be present on site. All verifications, locations, size and depths shall be made by the appropriate utility companies or depart- ments. When excavating around or over existing utilities, the contractor must notify the utility company so a re- presentive of the utility can be present during the excavation to instruct and observe during the excavation. Existing pavement, sidewalks curbs driveways, electrical transformer, ditches, drainage pipes and structures, fences, lawns, trees, bushes, mailboxes, signs, power poles etc., to remain shall be protected from damage by the contractor. Any damage during construction shall be restored, reconstructed or replaced by the contractor at his expense. All damages shall be restored or replaced to a new condition or as required or dictated by Federal, State, County, City or Local agencies. All areas where the existing pavement or pavements are damaged during construction from heavy traffic or equip- ment, fuel oil, oil, gasoline, etc., by the General Cont- ractor, Subcontractor, or Suppliers, shall be reconstructed to it's original condition or as required by the construction documents for new construction or as required or dictated by Federal, State, County, City or local agencies. This reconstruction and repair shall take place at the end of the project construction or during the scheduled construction in those areas. Provide positive drainage in all paved areas without ponding water. The paving contractor shall test all paved areas for bird bath conditions by flooding the entire pavement with water and marking the ponded areas. Corrections shall be made if necessary. Removal of existing asphalt pavement shall include all aggregate base materials. Areas to be removed shall be saw cut clean, neat and true to line. Remove all non — organic matter that would interfere with proposed plant material. Replace all excavated areas to be planted with a minimum of 6 inch of approved topsoil. All areas where the proposed asphalt pavement meets the existing pavement, the existing pavement edge shall be free of all loose materials. The edge of the existing asphalt shall be sealed with a tack coat material before the new asphalt is installed. The contractor shall be responsibile to provide at his expense all automobile and pedestrain traffic control devices required by Federal, State, County, City or Local agencies. All handicap ramps that are perpendicular to the curb shall not exceed a slope of 1" in 12" longitudinally. Handicap ramps and signs shall be in accordance with ADA requirements. See Site Plan for location of ramps and signs and the details for specifications. Heavy construction and equipment traffic may create pumping and general deterioration of the shallower soils if excess surface and subsurface water is present. Proper precautionary steps must be taken during the entire construction schedule to alleviate such damage. All construction methods and materials must conform to current standards and specifications of the Federal, State, County, City or Local requirements, whichever has juris- diction. All excavated areas not covered by other improvements NORTH shall be seeded or sodded after final grading unless otherwise noted. See Landscape Plan for direction and verification. GRADING AND UTILITY PLAN 1" = 201_00 cv i O CID Go W O v U_ J 0 co O J Cr 0 2 �U 2 Z CO) (A U Q 00 Cr a. W a: U W J � Q U U Z a J a J Z Q Z Q E V s O 3 3 V 111-0 01%. co rn C) N Q 0 N tD _ N N z i H O < 00 m } m � W Y Q = Go CARMEL HIGH SCHOOL 206104 do 206097 H G Z 0 Z W Q 0 N