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Home My WebLink AboutPg 2 G1.0 Site Layout & GradingEX. RIM 855.20 856.34 SLOPE PAVING FROM BUILDING TO MEET EXISTING PAVING FLUSH SLOPE PAVING FROM BUILDING TO MEET DTS11NG PAVING FLUSH PAVING FROM TO MEET VING FLUSH Juuiuu: NlIququu11iIJININNIr #INNUNUINl, i .1 Z NOTES SLOPE PAVING FROM BUILDING TO MEET EXISTING PAVING FLUSH SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT OR CONCRETE AND DISPOSE OFFSITE, SEE SHADED AREA. COORDINATE FOOTING WITH OTHER BUILDING TRADES AND EXISTING SEWER LOCATIONS. REMOVE EXISTING SANITARY STRUCTURE AND REPLACE WITH CLEANOUT. SEE PLUMBING PLANS FOR CLEANOUT AND PIPING. NEW CONCRETE STOOPS, SEE STRUCTURAL PLAN NEW ASPHALT WEDGE AND LEVEL PAVING WITH MIWNG AS NOTED. SEE DETAIL #2 G1.0 NEW ASPHALT PAVING SECTION, SEE DETAIL #1 G1.0 856 EX. FF /856.88 L. SITE LAYOUT GRADING SCALE:1 10' -0' UNE •1111.11�IIII.IIIiINe1N�1111 MIN IMINIMI•III�III •1111 •1INMIII•11111 1111•1III�III1•11M10t•NI•NI1•NI�IIIt• III •1IN 11111 IAN11IN•NN01111•III�III1III�I 4 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TACK COAT PRIME COAT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXISTING PARKING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SURFACE COURSE MIN. 1 1/2" BINDER COURSE MIN. 2 1/2" COMPACTED STONE BASE 8" EXIST SERV III •1111 MIMIIININIMIN •1III•1III •111I11•IN 10III1111III VIII •1IN111AI1•NI1•WINIIIMIIIII MIIIIIIIII MNIE1IN •1NI11•III•111 IN •1111 =1110111 11 I i 1 I 1 1 1 1 1 1 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 construction methods and materials must conform to current standards and specifications of the Federal, State, County, City or Local requirements, whichever has juris— diction. 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 re— placed to at least their original condition or as required or dictated by Federal, State, County, City or Local 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 or dictated by Federal, State, County, City or local agencies. This recon— struction and repair shall take place at the end of the project construction or during the scheduled grading and paving of those areas. LEXINGTON BLVD. ASPHALT PAVING �1L 2.087 8P. CLASSROOM ADDMON 1 O 1 i 1 1 PROPEMY II• NI11IN•1III�111 .10I11III.111 •1III•II01N11Mli r1111•1IIIMIIIMIIIMII• INMIII01rIII01III•II•1NI• III111NIN 11111•111'111 1 1 1 1 NTS GENERAL NOTES It shall be the responsiblity of the contractor to bare all expenses to remove, relocate and or modify all utiliies, private, public, unless noted otherwise on plans. It further shall be the responsiblity of the contractor to verify with each utility company and or agent to who is responsible to remove, relocate and or modify such utilities existing or proposed. It further shall be the responsibility of the contractor to verify if any future utilities are planned and how it may effect this project and its owner as to their resonsibilities. The contractor shall be responsibile to provide at Ms expense all automobile and pedestrain traffic control devices required by Federal, State, County, City or Local agencies. Removal of the existing improvements are as noted on the plans. The materials removed from the site shall be disposed of in a proper and legal manner per Federal, State, County, City, and or Local laws and ordinance. 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. This includes the submittal of soil erosion sediment control plans as required for rule 5. 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. 2:44 PARKING 206' -5' L I I I NEW PVMT. TO MEET EXISTING PVMT. FLUSH B IIIII III III I EXISTING 5 OVERALL LAYOUT PLAN EXISTING PVMT I 1 I I I I I I L II I NMNNNNMIIMNIUNI MI• IIINNNNIMIIMIOSIIMIHNIINIM•11HM11•IN' IHN• IIIiINIIIIIMIMMIIIMII r•INNOVIIMNI•1411II•6111• III• I4 o 1 1 1 1 i IN AREAS WHERE NEW PAVEMENT ABUTTS EXISTING PAVEMENT, MILL DOWN EXISTING PAVEMENT 1X" DEEP AND CONTINUE TOWARDS BUILDING UNTIL NEW PAVEMENT SURFACE LAYER IS A CONSISTANT 1 X" DEPTH. FROM THAT POINT ON NO MILLING WILL BE REQUIRED BUT WEDGE AND LEVEL AND MAINTAIN UNIFORM GRADES TOWARDS BUILDING TO ELEVATIONS AS NOTED SQ4J :1'= 100' -0" i S EDGE 2 NEW PVMT. C EXISTING PVMT. 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. men 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. It shall be the the responsibility of the contractor to coordinate all proposed construction with adjacent property owners and veriify that written permission has been obtained to cross the neighboring properties to access and complete proposed construction as shown. 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 reduce the airborne dust during the entire con— struction schedule. Water may be used as a reducer. The utilities indicated on these plans may not be a complete inventory of all the existing util— ities present on and around this site. The locations and size of these utilities are approximate. This information was gathered or supplied from others and used by the architect and or engineer and may not be actual. The architect and or engineer may not be held liable for any incorrect or misleading utility information indicated, implied or not indicated on these plans. 4TH AVE. 3' -0 MI mNN■NI RomnioNImNmIIIomIIIiIImmosoIN mitill•NI1•IN1•NI .101•NIi1III •1NI1•1111MOMINMIMIN■ CARMEL LIBRARY INSTALL ASPHALT BINDER COURSE AND THEN PROTECTIVE MEMBRANE "PETROMAT" SYSTEM PER MANUFACTURERS SPECS. MANUFACTURED BY BP AMOCO FABRICS AND FIBERS COMP.ACCROSS EXISTING AND NEW PAVEMENT JUNCTION. 5' —O" URF. COURSE BINDER COURSE COMP. AGGREGATE BASE STABILIZED SUBGRADE NEW PAVING 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. All dimensions are parallel and perpendicular to the base lines, property lines and or building lines unless other— wise noted. All radii indicated shall be formed as circular arcs. NTS All dimensions of pavements are to edge of finish pavement or face of curb unless otherwise noted. All concrete curbs shall be tooled for control joints and not to exceed 10' -0" maximum. Expansion joints shall not exceed 30' -0" maximum. Control joints in curbs may be saw cut within 24 hours after the curbs are poured. All 4" concrete pavements or sidewalks are not to exceed a maximum slope of 1' in 20'. Control joints shall not exceed a maximum of 10' -0" o.c.. Expansion joints shall not exceed 40' -0" o.c. maximum unless otherwise noted or indicated on plans. z CC CC Q Lim -1 Z ZO oWN o Z 4C —II J W o c) cc _J J N 0 0 cc 0 z 0 Z CC 0 od I- D 0 Q —J w t!) c) co 0 N I rn (Ni 0 2 la 0 O 0 m w m m p w W O 0 O u 0 s O 00 00 r M 1— 0 0 C'3 CARMEL ELEMENTARY SCHOOL 208100.00 VICINITY MAP STATE Eve MICHIGAN OHIO NORTH SMOKEY ROW RD z a ter 136TH STREET Q LOCATION SITE LO CATION z m -1 z ci z J r 'mum BEND FORT INDIANA CARMEL 1NDMNAPOLIS TERRE HAUTE KENTUCKY NAP W MAIN STREET 1 131ST STREET w X d •TM 1 126TH STREET (ApyR z 7K 0 ,lam o ,A VIA P VI n my CARMEL, INDIANA EX. RIM 855.20 856.34 SLOPE PAVING FROM BUILDING TO MEET EXISTING PAVING FLUSH SLOPE PAVING FROM BUILDING TO MEET DTS11NG PAVING FLUSH PAVING FROM TO MEET VING FLUSH Juuiuu: NlIququu11iIJININNIr #INNUNUINl, i .1 Z NOTES SLOPE PAVING FROM BUILDING TO MEET EXISTING PAVING FLUSH SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT OR CONCRETE AND DISPOSE OFFSITE, SEE SHADED AREA. COORDINATE FOOTING WITH OTHER BUILDING TRADES AND EXISTING SEWER LOCATIONS. REMOVE EXISTING SANITARY STRUCTURE AND REPLACE WITH CLEANOUT. SEE PLUMBING PLANS FOR CLEANOUT AND PIPING. NEW CONCRETE STOOPS, SEE STRUCTURAL PLAN NEW ASPHALT WEDGE AND LEVEL PAVING WITH MIWNG AS NOTED. SEE DETAIL #2 G1.0 NEW ASPHALT PAVING SECTION, SEE DETAIL #1 G1.0 856 EX. FF /856.88 L. SITE LAYOUT GRADING SCALE:1 10' -0' UNE •1111.11�IIII.IIIiINe1N�1111 MIN IMINIMI•III�III •1111 •1INMIII•11111 1111•1III�III1•11M10t•NI•NI1•NI�IIIt• III •1IN 11111 IAN11IN•NN01111•III�III1III�I 4 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TACK COAT PRIME COAT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXISTING PARKING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SURFACE COURSE MIN. 1 1/2" BINDER COURSE MIN. 2 1/2" COMPACTED STONE BASE 8" EXIST SERV III •1111 MIMIIININIMIN •1III•1III •111I11•IN 10III1111III VIII •1IN111AI1•NI1•WINIIIMIIIII MIIIIIIIII MNIE1IN •1NI11•III•111 IN •1111 =1110111 11 I i 1 I 1 1 1 1 1 1 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 construction methods and materials must conform to current standards and specifications of the Federal, State, County, City or Local requirements, whichever has juris— diction. 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 re— placed to at least their original condition or as required or dictated by Federal, State, County, City or Local 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 or dictated by Federal, State, County, City or local agencies. This recon— struction and repair shall take place at the end of the project construction or during the scheduled grading and paving of those areas. LEXINGTON BLVD. ASPHALT PAVING �1L 2.087 8P. CLASSROOM ADDMON 1 O 1 i 1 1 PROPEMY II• NI11IN•1III�111 .10I11III.111 •1III•II01N11Mli r1111•1IIIMIIIMIIIMII• INMIII01rIII01III•II•1NI• III111NIN 11111•111'111 1 1 1 1 NTS GENERAL NOTES It shall be the responsiblity of the contractor to bare all expenses to remove, relocate and or modify all utiliies, private, public, unless noted otherwise on plans. It further shall be the responsiblity of the contractor to verify with each utility company and or agent to who is responsible to remove, relocate and or modify such utilities existing or proposed. It further shall be the responsibility of the contractor to verify if any future utilities are planned and how it may effect this project and its owner as to their resonsibilities. The contractor shall be responsibile to provide at Ms expense all automobile and pedestrain traffic control devices required by Federal, State, County, City or Local agencies. Removal of the existing improvements are as noted on the plans. The materials removed from the site shall be disposed of in a proper and legal manner per Federal, State, County, City, and or Local laws and ordinance. 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. This includes the submittal of soil erosion sediment control plans as required for rule 5. 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. 2:44 PARKING 206' -5' L I I I NEW PVMT. TO MEET EXISTING PVMT. FLUSH B IIIII III III I EXISTING 5 OVERALL LAYOUT PLAN EXISTING PVMT I 1 I I I I I I L II I NMNNNNMIIMNIUNI MI• IIINNNNIMIIMIOSIIMIHNIINIM•11HM11•IN' IHN• IIIiINIIIIIMIMMIIIMII r•INNOVIIMNI•1411II•6111• III• I4 o 1 1 1 1 i IN AREAS WHERE NEW PAVEMENT ABUTTS EXISTING PAVEMENT, MILL DOWN EXISTING PAVEMENT 1X" DEEP AND CONTINUE TOWARDS BUILDING UNTIL NEW PAVEMENT SURFACE LAYER IS A CONSISTANT 1 X" DEPTH. FROM THAT POINT ON NO MILLING WILL BE REQUIRED BUT WEDGE AND LEVEL AND MAINTAIN UNIFORM GRADES TOWARDS BUILDING TO ELEVATIONS AS NOTED SQ4J :1'= 100' -0" i S EDGE 2 NEW PVMT. C EXISTING PVMT. 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. men 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. It shall be the the responsibility of the contractor to coordinate all proposed construction with adjacent property owners and veriify that written permission has been obtained to cross the neighboring properties to access and complete proposed construction as shown. 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 reduce the airborne dust during the entire con— struction schedule. Water may be used as a reducer. The utilities indicated on these plans may not be a complete inventory of all the existing util— ities present on and around this site. The locations and size of these utilities are approximate. This information was gathered or supplied from others and used by the architect and or engineer and may not be actual. The architect and or engineer may not be held liable for any incorrect or misleading utility information indicated, implied or not indicated on these plans. 4TH AVE. 3' -0 MI mNN■NI RomnioNImNmIIIomIIIiIImmosoIN mitill•NI1•IN1•NI .101•NIi1III •1NI1•1111MOMINMIMIN■ CARMEL LIBRARY INSTALL ASPHALT BINDER COURSE AND THEN PROTECTIVE MEMBRANE "PETROMAT" SYSTEM PER MANUFACTURERS SPECS. MANUFACTURED BY BP AMOCO FABRICS AND FIBERS COMP.ACCROSS EXISTING AND NEW PAVEMENT JUNCTION. 5' —O" URF. COURSE BINDER COURSE COMP. AGGREGATE BASE STABILIZED SUBGRADE NEW PAVING 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. All dimensions are parallel and perpendicular to the base lines, property lines and or building lines unless other— wise noted. All radii indicated shall be formed as circular arcs. NTS All dimensions of pavements are to edge of finish pavement or face of curb unless otherwise noted. All concrete curbs shall be tooled for control joints and not to exceed 10' -0" maximum. Expansion joints shall not exceed 30' -0" maximum. Control joints in curbs may be saw cut within 24 hours after the curbs are poured. All 4" concrete pavements or sidewalks are not to exceed a maximum slope of 1' in 20'. Control joints shall not exceed a maximum of 10' -0" o.c.. Expansion joints shall not exceed 40' -0" o.c. maximum unless otherwise noted or indicated on plans. z CC CC Q Lim -1 Z ZO oWN o Z 4C —II J W o c) cc _J J N 0 0 cc 0 z 0 Z CC 0 od I- D 0 Q —J w t!) c) co 0 N I rn (Ni 0 2 la 0 O 0 m w m m p w W O 0 O u 0 s O 00 00 r M 1— 0 0 C'3 CARMEL ELEMENTARY SCHOOL 208100.00