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HomeMy WebLinkAbout04110035.14WELL ON 3 STY. HOUSE F.F.E.=898.17 . .. ... 1 STY. HSE. F.F.E.=891.14 M k/TCHSINE C304 MORE. "lell-mlee- GWIIING NOTES el 24 c iriN7=881.45 24" CMP IN =8&.03 OPEN CHANNEL 1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. M, 879.80 --- MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON 2. ALL TOPSOIL SHALL BE PLACED IN MOUND �4"-tMPJNV=881.54 COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX X (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL 4:�CMP INV=881.0 73' EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. ET- TC=884. _11, 7 INLET- 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION X LIMITS. (36 5. GRADES SHOWN IN ROADWAY & PATHWAY AREAS ARE TOP OF PAVEMENT ELEVATIONS. CONTRACTOR E ELEVATIONS IN SUCH TAR SHALL BE RESPONSIBLE FOR CONSTRUCTING THESE AREAS TO SUBGRAD MANNER THAT PAVEMENT CONTRACTOR CAN INSTALL BASE ASPHALT FOR ROADWAY PATHWAY WITHOUT MODIFYING SUBGRADE. 6. SEE TRAILWAYS PLAN AND PROFILE DRAWINGS FOR ADDITIONAL GRADES ON STREETS AND PATHS. -00 7.THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS 0 IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND ' / \ \ ` ` ;\ / x TC 886.50 ` \ \ \ \ \\ \ \ TO DISPOSE OF TOPSOIL 0 E 8. 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 0 9. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL %0 CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL BARN BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL AREAS. AF.E.=890.0 + I 1­� TRAILWAYS 1O.CONTRACTOR SK41 COORDINATE ROADWAY AND PATHWAY CONSTRUCTION WITH T. B. M. #2 0 0 743 \1 CONTRACTOR. 11. CONTRACTOR SHALL SEQUENCE EARTHWORK ACTIVITIES IN A MANNER THAT T WILL PREPARE THE LITATE THE ROADWAY AND TRAILWAY SUBGRADES AS SOON AS POSSIBLE TO HELP FACI TRAILWAYS PROJECT. 12. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE THROUGHOUT THE PROJECT. 13.TC IS THE TOP OF CURB ELEVATION FOR CURB INLETS. TC IS THE TOP OF CASTING OR WHERE WATER ENTERS THE GRATE ON ALL OTHER CASTINGS. r4�> J C, GRADING PLAN LEGEND 0 PROPOSED CONSTRUGM X PROPOSED PAVEMENT SPOT GRADE CP ....... _.__.AP.P_ROX, PROPOSED GROUND SPOT GRADE /LIMITS,_.OF: - „-jCQ4�.Ti-V�.A�T.E�D-., -F 00) MATCH EXISTING GRADE 00 PROPOSED TOP OF CURB GRADE 00 C 800.00 PROPOSED GUTTER GRADE G 799.50 PROPOSED TOP OF WALL GRADE TW 800.00 PROPOSED BOTTOM OF WALL GRADE BW 7 9.50 00 00 39 PROPOSED TOP OF CASTING -FFE= -5,5 00 X, CO PROPOSED INVERT ELEVATION 51 89 01 PROPOSED 1 Ft. CONTOUR x 10 cfA PROPOSED INDEX CONTOUR SWALE 0 1.0% TC 890.00 PROPOSED SWALE __ -000 -- Mail- .... .. ..... SWALE 0 0.50% PROPOSED SWALE WITH SSD (SUB-SURFACE DRAIN) GAR. PROPOSED DRAINAGE FLOW ARROW (DIRECTION) 1.00% 2 STY. HOUSE PROPOSED DRAINAGE FLOW ARROW WITH GRADE F.F.E.= HIGH POINT H.P. 898.23 LOW POINT L.P. FINISH FLOOR ELEVATION FFE=800.0 STORM STRUCTURE C10 SANITARY STRUCTURE co "HOLEY MOLEY SAYS CALL AT LEAST THE FULL CAUTION 0 WORKING DAYS BEFORE YOU DIG ITS LAW co LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, W 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 MICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT 1 \ �STY. HSI _(0- P0 H 1/2 R/W PER 1 -800- 382 -5544 LOCATIONS OF SAID EXISTING UNDERGROUND CALL TOLL FREE UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR ILTON CO. THOROUGHFARE PLAN 1-800-428-5200 PRIOR TO ANY AND ALL CONSTRUCTION. FOR CALLS OUTSIDE OF INDIANA APPROXI�ATE LOC TIl 1 1-11 I'll 11-11 -I'l\ I 1 116” WA MAIN GAS LIN .11 B K. 21 PG. 916 w w - _w w w w w w w w A — 000 01 - - - - - — -man- ji All New -------------------- Z ------- — TE &-.5!-H-qF --- ____ I MANHOLE TIC EEHIVE LET I TC=889.77 IC=892. - 0 1 ---- - - - - --;e 0 0 KEYPLAN _j a- 10 M C I �p 4� C I w LLj jR z Z LL. OR:, z � wz 2z 0 5 CL :5 ir w z < =) 0 LLJ 0 a. (n al- in En 3: J 0 0 13 Z Z Z Z 00 Lr) Z-4 E CK) 0 0 wz- :2 15 �-2 <zox& < 4) Of U) 0 C14 (L i < r-, Z C14 M < 1 C1 0-4- 0 ll xS E;? OF j T D I t1raM71 1• MAW Q') Qually Amurance: DAL CIO 0 Go _j 8 rx4 :3 48 UJ CD < _V) WM LO < 0 _j >< Ln 00 C> C> a- xS E;? OF j T D I t1raM71 1• MAW PED Qually Amurance: DAL scale. 0 Scale: I' = 4V Shad C307 Date 05-06-03 Project Number 990433-20600