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HomeMy WebLinkAboutC301 Grading Plan911.80 912.94 M.E.G 912.10 911.60 911.98 912.28 912.16 912.79 12.95 912.98 912.48 912.95 912.80 912.95 912.44 912.65 912.15 912.65 912.15 912.75 912.75 912.78 912.80 912.58 912.08 912.34 911.84 912.28 912.04 913.10 912.60 911.60 912.00 M.E.G 911.95 911.45 911.691 912.31 911.81 912.35 911.85 911.96 911.46 912.61 912.11 9 1.81 912.26 911.76 911.51 912.941 ITC 911.571 912.52 912.02 912.74 912.24 913.10 ITC 1911.001 IF.F.= 913.001 912.48 912.80 WOODED AREA 912.78 912.85 PRIVATE DRIVE 1 912.95 912.601 912.44 912.501 0 t4! yA 912.66 913.30 912.80 ITCI 912.121 912.54 911.90 911.40 912.10 X3 912.50 91200 912.50 912.50 912.00 911.69 911.46 911.19 ITC' 911.361 912.07 9 1.57 911.96 911.46 912.10 912.07 911.57 911.70 nnE 1 895.251 GRADING PLAN LEGEND PROPOSED PAVEMENT SPOT GRADE PROPOSED GROUND SPOT GRADE MATCH EXISTING GRADE PROPOSED TOP OF CURB GRADE PROPOSED GUTTER GRADE PROPOSED TOP OF CASTING PROPOSED INVERT ELEVATION PROPOSED CONSTRUCTION PROPOSED 1 Ft. CONTOUR PROPOSED INDEX CONTOUR PROPOSED SWALE PROPOSED SWALE WITH SSD (SUB SURFACE DRAIN) PROPOSED DRAINAGE FLOW ARROW (DIRECTION) PROPOSED DRAINAGE FLOW ARROW WITH GRADE HIGH POINT LOW POINT PROPOSED MINIMUM PAD ELEVATION PROPOSED MINIMUM FINISHED GRADE ELEVATION SUGGESTED FINISHED FLOOR ELEVATION BASE FLOOD ELEVATION GRADING NOTES. AE 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ITCI IIE I SWALE 0 0.50% 1.00% H.P. LP. MPE =801.5 MFG =802.1 S.F.E. =800.0 B.F.E. =800.0 SWALE 01.0% 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING OMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADD ONAL INFORMATION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION UMITS. 5. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND TO DISPOSE OF TOPSOIL 6. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL 7. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING OMITS. CLEARING UNITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION UNITS AND CUT FILL AREAS. 8. THE MINIMUM PAD GRADE (MPG) IS THE FINISHED GRADE ELEVATION ADJACENT TO THE BUILDING, TEN (10) FEET AWAY FROM THE BUILDING, THE ELEVATION SHALL BE SIX (6) INCHES LESS THAN THE MPG TO INSURE PROPER DRAINAGE AWAY FROM THE BUILDING. ELEVATIONS AT THE SIDE YARDS PROVIDES FOR PROPER DRAINAGE TO THE STREET OR YARD SWALES. IT IS IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER DRAINAGE. PAUL I. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. FLOODPLA*I NOTES' 1. THE SITE IS NOT LOCATED WITHIN A FLOOD ZONE PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL #18057CO205F, DATED FEBRUARY 19, 2003. 'HOLEY HOLEY SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0: 119941945011100401CadiEngtCDs1C3Q1 .dwg, 2/281200510:34:42 AM, pklodzen, 1:1 z a_ z a 0 0 rawr; Checked Approved cwwe v Sheet O O 0 U 0 O U U J Q U F CD LL U, W w z c� z -J U MAW AMR DAL x301 CD J m 1I I (I) n H- 1 t I CONSULTANTS 1 =30' Dote 08/30/04 0 I- L L C I- C U) z L J L o Ln U C7 o a z w CI V) 0 0 0 zz JJ LUJ 0 N 0 zo< c z w CL Q �cn 0 J 0 CV Q N Q O N. rr) Project number PIC 0940501 -101 ARCHITECTURE Rini AM A ARCHITECTURE CIVIL ENGINEERS 71 72 GRAHAM ROAD INDIANA 46250 T LANDSCAPE ARCHITECTURE Or INDIANAPOLIS, LAND PLANNING apkv :,s Y r a (317) 842 -6777 FAX (317) 841 -4798 LAND SURVEYORS t .-::e, a n 4 1, 4 24 2 U r E —Mail Gripe ©cripe.biz TRANSPORTATION ENGINEERS cls Architects Engineers Z Q -J I_ I- -II V Q LI- Z 0 1- Q cc Q Oro 'o w c Cip Z d 03 0 z Z CI a Z o z Q Z W 0 _c Q c V� co W CER ED BY: ,,.tottittttto of. Q` N. I PE19900458 I STATE OF •z- U1111t1 2 2., z /2iD05 Drown By: MAW Checked AMR Quality Ass urance: DAL Scale: 0 Scale: 1' 30' N a Sheet C301 Dote 08-30 -04 Project Number 94501 -10040 911.80 912.94 M.E.G 912.10 911.60 911.98 912.28 912.16 912.79 12.95 912.98 912.48 912.95 912.80 912.95 912.44 912.65 912.15 912.65 912.15 912.75 912.75 912.78 912.80 912.58 912.08 912.34 911.84 912.28 912.04 913.10 912.60 911.60 912.00 M.E.G 911.95 911.45 911.691 912.31 911.81 912.35 911.85 911.96 911.46 912.61 912.11 9 1.81 912.26 911.76 911.51 912.941 ITC 911.571 912.52 912.02 912.74 912.24 913.10 ITC 1911.001 IF.F.= 913.001 912.48 912.80 WOODED AREA 912.78 912.85 PRIVATE DRIVE 1 912.95 912.601 912.44 912.501 0 t4! yA 912.66 913.30 912.80 ITCI 912.121 912.54 911.90 911.40 912.10 X3 912.50 91200 912.50 912.50 912.00 911.69 911.46 911.19 ITC' 911.361 912.07 9 1.57 911.96 911.46 912.10 912.07 911.57 911.70 nnE 1 895.251 GRADING PLAN LEGEND PROPOSED PAVEMENT SPOT GRADE PROPOSED GROUND SPOT GRADE MATCH EXISTING GRADE PROPOSED TOP OF CURB GRADE PROPOSED GUTTER GRADE PROPOSED TOP OF CASTING PROPOSED INVERT ELEVATION PROPOSED CONSTRUCTION PROPOSED 1 Ft. CONTOUR PROPOSED INDEX CONTOUR PROPOSED SWALE PROPOSED SWALE WITH SSD (SUB SURFACE DRAIN) PROPOSED DRAINAGE FLOW ARROW (DIRECTION) PROPOSED DRAINAGE FLOW ARROW WITH GRADE HIGH POINT LOW POINT PROPOSED MINIMUM PAD ELEVATION PROPOSED MINIMUM FINISHED GRADE ELEVATION SUGGESTED FINISHED FLOOR ELEVATION BASE FLOOD ELEVATION GRADING NOTES. AE 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ITCI IIE I SWALE 0 0.50% 1.00% H.P. LP. MPE =801.5 MFG =802.1 S.F.E. =800.0 B.F.E. =800.0 SWALE 01.0% 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING OMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADD ONAL INFORMATION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION UMITS. 5. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND TO DISPOSE OF TOPSOIL 6. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL 7. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING OMITS. CLEARING UNITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION UNITS AND CUT FILL AREAS. 8. THE MINIMUM PAD GRADE (MPG) IS THE FINISHED GRADE ELEVATION ADJACENT TO THE BUILDING, TEN (10) FEET AWAY FROM THE BUILDING, THE ELEVATION SHALL BE SIX (6) INCHES LESS THAN THE MPG TO INSURE PROPER DRAINAGE AWAY FROM THE BUILDING. ELEVATIONS AT THE SIDE YARDS PROVIDES FOR PROPER DRAINAGE TO THE STREET OR YARD SWALES. IT IS IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER DRAINAGE. PAUL I. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. FLOODPLA*I NOTES' 1. THE SITE IS NOT LOCATED WITHIN A FLOOD ZONE PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL #18057CO205F, DATED FEBRUARY 19, 2003. 'HOLEY HOLEY SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0: 119941945011100401CadiEngtCDs1C3Q1 .dwg, 2/281200510:34:42 AM, pklodzen, 1:1 z a_ z a 0 0 rawr; Checked Approved cwwe v Sheet O O 0 U 0 O U U J Q U F CD LL U, W w z c� z -J U MAW AMR DAL x301 CD J m 1I I (I) n H- 1 t I CONSULTANTS 1 =30' Dote 08/30/04 0 I- L L C I- C U) z L J L o Ln U C7 o a z w CI V) 0 0 0 zz JJ LUJ 0 N 0 zo< c z w CL Q �cn 0 J 0 CV Q N Q O N. rr) Project number PIC 0940501 -101 ARCHITECTURE Rini AM A