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Home My WebLink About04110035.11j! r-" / TC 893.00 I I l .00 NORMAL � L EVAT N 885 y 100 YEAR 0 ELE TION 886.0 I ' ' I 0 <o m t O \ \ co ....... . ........ co B9 ) � J MA e>, N, `�\ ~ 889.68 M724' " \ TC 8! 725 TC ATION 885.0 a .. NORMAL POOL E \ 1 OOD E TION 886.0 I 100 YEAR 1 g1 I B9 897. I ,� ��7 \ CW 0 / ' CO GRADING NOTES- U.% I byylyyU4:$J+1000U1Uadll;.fU 1.dwU, WuJ2UU3 4.x4.41 NM, wagmar 1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 8 2.ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX M (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND 1 PARKING AREAS. 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL 1 I VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION 1 LIMITS. i o 1 r-" / TC 893.00 I I l .00 NORMAL � L EVAT N 885 y 100 YEAR 0 ELE TION 886.0 I ' ' I 0 <o m t O \ \ co ....... . ........ co B9 ) � J MA e>, N, `�\ ~ 889.68 M724' " \ TC 8! 725 TC ATION 885.0 a .. NORMAL POOL E \ 1 OOD E TION 886.0 I 100 YEAR 1 g1 I B9 897. I ,� ��7 \ CW 0 / ' CO GRADING NOTES- U.% I byylyyU4:$J+1000U1Uadll;.fU 1.dwU, WuJ2UU3 4.x4.41 NM, wagmar 'ILJ �` E- 889.0 L ST POINT PROPOSED 1 Ft. CONTOUR 0 �cyJ PROPOSED INDEX CONTOUR IV ' PROPOSED SWALE SWALE ® 1.0% PROPOSED SWALE WITH SSD (SUB - SURFACE DRAIN) _ _ `� �`` - \ ° SWALE O 0.50% �► \' , ' L \ PROPOSED DRAINAGE FLOW ARROW (DIRECTION) 1.00% I I 891 ` I ! PROPOSED DRAINAGE FLOW ARROW WITH GRADE 891 \ ��,,`. HIGH POINT H.P. LOW POINT L.P. FINISH FLOOR ELEVATION FFE =800.0 1 .. ..... . .....: ......... „_ , : 890 890 •..,:x >< .., <�,., . .... STORM STRUCTURE 733 1 ao � ^ \ ^ 742 SANITARY STRUCTURE c Go I 892 50 740 TC 893.48 TC 8 2.72 \ �- 741 °' ' �--- "HOLEY AIOLEY °SAYS CALL AT LEAST TWO FULL 884.00 - --- WORKING DAYS BEFORE YOU DIG IT'S THE LAW CAUTION TC 884 00 \ \ 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 \ \ o NATURE. THERE MAY ALSO BE OTHER EXISTING � \ \ UNDERGROUND UTILITIES FOR WHICH THERE IS NO �" ❑ \ \ \ / \ N'\ ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE E ' \ \ \ ) GROUND EVIDENCE WAS OBSERVED. THE EXACT 1-800-382 -5544 LOCATIONS OF SAID EXISTING UNDERGROUND 1 CALL TOLL FREE UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR 1-F800- 4 D8-5D 00 PRIOR TO ANY AND ALL CONSTRUCTION. \ / Te 25 �� \ -A \ 3 STY. HOUSE X \ \ F.F.E.= 898.17 1 STY. HSE. \� / / / \ \ F.F.E.= 891.14 xq Mal mornmisop�� . SM lift, �..�� 4 CM P IN� ` .03 ;\ GFILM 71 --- / / OPEN CHANNEL 879.80 �4" -,W KIN V= 881.54 \ I „ CMP INV= 881.01 \� \� 739 INLET- TC =884 44- \ iz I - IN- oil G • KEYPLAN C 1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 8 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 M (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 EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. i o 5. GRADES SHOWN IN ROADWAY do PATHWAY AREAS ARE TOP OF PAVEMENT ELEVATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THESE AREAS TO SUBGRADE ELEVATIONS IN SUCH A MANNER THAT PAVEMENT CONTRACTOR CAN INSTALL BASE ASPHALT FOR ROADWAY / PATHWAY 0 WITHOUT MODIFYING SUBGRADE. 6. SEE TRAILWAYS PLAN AND PROFILE DRAWINGS FOR ADDITIONAL GRADES ON STREETS AND PATHS. 7. 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. UW � F- w = Nz c� o w Waz0F 8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE wga.v)q. = J C3 0 a Z W s z zQ zzQ Q N QU�JJf5 a FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS 00 rn r- O AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL p (000 U OQr_ o 9. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNERS .a _ .� •- Q x Z_ Q a REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHAM N r 112- CO I CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL 0 00 Z AREAS. 10, CONTRACTOR SHALL COORDINATE ROADWAY AND PATHWAY CONSTRUCTION WITH TRAILWAYS N CONTRACTOR. 2! 11.CONTRACTOR SHALL SEQUENCE EARTHWORK ACTIVITIES IN A MANNER THAT WILL PREPARE THE � v ROADWAY AND TRAILWAY SUBGRADES AS SOON AS POSSIBLE TO HELP FACILITATE THE TRAILWAYS PROJECT. rr yy J 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 �0) LLI WHERE WATER ENTERS THE GRATE ON ALL OTHER CASTINGS. J °- o z z GRADING PLAN LEGEND z Z Q PROPOSED CONSTRUCTION iPROPOSED PAVEMENT SPOT GRADE 800.00 J PROPOSED GROUND SPOT GRADE 799,9 / �LO MATCH EXISTING GRADE M,E. PROPOSED TOP OF CURB GRADE C 800.00 Q X I PROPOSED GUTTER GRADE G 799.50 0 i co PROPOSED TOP OF WALL GRADE TW 800.00 CL IPROPOSED BOTTOM OF WALL GRADE BW 799.50 No PE i 'ST4 o IANN PROPOSED TOP OF CASTING TC 800.50 Dan Ihr MAW PROPOSED INVERT ELEVATION IE 800,06 'ILJ �` E- 889.0 L ST POINT PROPOSED 1 Ft. CONTOUR 0 �cyJ PROPOSED INDEX CONTOUR IV ' PROPOSED SWALE SWALE ® 1.0% PROPOSED SWALE WITH SSD (SUB - SURFACE DRAIN) _ _ `� �`` - \ ° SWALE O 0.50% �► \' , ' L \ PROPOSED DRAINAGE FLOW ARROW (DIRECTION) 1.00% I I 891 ` I ! PROPOSED DRAINAGE FLOW ARROW WITH GRADE 891 \ ��,,`. HIGH POINT H.P. LOW POINT L.P. FINISH FLOOR ELEVATION FFE =800.0 1 .. ..... . .....: ......... „_ , : 890 890 •..,:x >< .., <�,., . .... STORM STRUCTURE 733 1 ao � ^ \ ^ 742 SANITARY STRUCTURE c Go I 892 50 740 TC 893.48 TC 8 2.72 \ �- 741 °' ' �--- "HOLEY AIOLEY °SAYS CALL AT LEAST TWO FULL 884.00 - --- WORKING DAYS BEFORE YOU DIG IT'S THE LAW CAUTION TC 884 00 \ \ 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 \ \ o NATURE. THERE MAY ALSO BE OTHER EXISTING � \ \ UNDERGROUND UTILITIES FOR WHICH THERE IS NO �" ❑ \ \ \ / \ N'\ ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE E ' \ \ \ ) GROUND EVIDENCE WAS OBSERVED. THE EXACT 1-800-382 -5544 LOCATIONS OF SAID EXISTING UNDERGROUND 1 CALL TOLL FREE UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR 1-F800- 4 D8-5D 00 PRIOR TO ANY AND ALL CONSTRUCTION. \ / Te 25 �� \ -A \ 3 STY. HOUSE X \ \ F.F.E.= 898.17 1 STY. HSE. \� / / / \ \ F.F.E.= 891.14 xq Mal mornmisop�� . SM lift, �..�� 4 CM P IN� ` .03 ;\ GFILM 71 --- / / OPEN CHANNEL 879.80 �4" -,W KIN V= 881.54 \ I „ CMP INV= 881.01 \� \� 739 INLET- TC =884 44- \ iz I - IN- oil G • KEYPLAN C M 0 i o 0 W W W z UW � F- w = Nz c� o w Waz0F �Zn.Qit Of UUQ -Ino wga.v)q. = J C3 0 a Z W s z zQ zzQ Q N QU�JJf5 a • • • • • • • 00 rn r- O i N It O p (000 U OQr_ o Q M U .a _ .� •- Q x Z_ Q a w V) 0 N r 112- CO I 0 00 Z v N 2! Q � v � rr yy J �0) LLI J °- o z z C'3 Z z Z Q Q= r� z O 0 J �LO J J Q X �+ 0 i co v Lill 0 CL ED �EGIST z r•� 94r tf No PE i 'ST4 o IANN Dan Ihr MAW awe � PED a+eray Aealuancx DAL Scald: 0 Scale: i' - 40' Sheet C304 Date 05 -06 -03 Project Number 990433 -20600