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Home My WebLink AboutC3.1 Grading PlanStructure Structure Type Casting Type Pipe Elevations Grade Connect to Structure Remarks Length Size Type TOR Upstream Downstream 1. TYPE "A" INLET R -3472 145 12 RCP 820.19 817.00 816.42 0.40 2 Phase III construction 2 TYPE "M" INLET R- 3455 -C 137 15 RCP 819.42 816.42 815.74 0.50 3 Phase III construction 3 TYPE "M" INLET R- 3455 -C 79 15 RCP 819.99 815.74 815.02 0.90 4 Phase III construction 4 TYPE "C" MANHOLE R -3472 124 18 RCP 820.32 815.02 814.28 0.60 5 INSTALLED 5 TYPE "C" MANHOLE R -3472 191 21 RCP 820.30 814.28 813.61 '0.35 W. Pond INSTALLED 6 TYPE "J" NLET R- 3455 -C 79 15 RCP 819.99 817.00 816.80 0.25 9 Phase II construction 7 TYPE "A" NLET R -3472 79 12 RCP 819.99 817.00 816.41 0.75 10 INSTALLED 8 TYPE "A" NLET R -3472 97 12 RCP 820.32 817.50 817.21 0.30 9 Phase II construction 9 TYPE "M" NLET R- 3455 -C 137 18 RCP 820.32 816.80 816.12 0.50 10 Phase II construction 10 TYPE "M" NLET R- 3455 -C 119 18 RCP 820.32 816.12 815.28 0.70 14 INSTALLED 11 TYPE "A" NLET R -3472 24 12 RCP 820.20 817.00 816.93 0.30 12 INSTALLED 12 TYPE "M" NLET R- 3287 -SB10 22 12 RCP 819.90 816.93 816.77 0.70 13 INSTALLED 13 TYPE "M" NLET R- 3287 -SB10 57 12 RCP 819.90 816.77 816.06 1.25 14 INSTALLED 14 TYPE "M" NLET R- 3455 -C 125 21 RCP 819.87 815.28 814.16 0.90 15 INSTALLED 15 TYPE "C" MANHOLE R -3472 95 24 RCP 819.89 814.16 813.64 0.55 W. Pond Phase II, concrete end section required 16 TYPE "A" NLET 'R -3472 124 12 RCP 820.19 815.80 815.43 0.30 17 Phase III construction 17 TYPE "M" NLET R- 3287 -SB10 190 18 RCP 818.58 815.43 815.05 0.20 19 Phase III construction 18 TYPE "J" NLET R- 3455 -C 84 15 RCP 819.99 817.00 816.82 0.22 19 Phase II construction 19 TYPE "C" MANHOLE R -3472 18 RCP 820.17 815.05 0.42 20 Phase II construction 20 TYPE "C" MANHOLE R -3472 181 21 RCP 820.22 43 813.94 0.27 21 Phase II construction 21 TYPE 't" MANHOLE R -3472 1 9 21 RCP 820.24 813. 813.55 0.30 22 Phase II construction 22 TYPE "C" MANHOLE R -3472 85 21 RCP 819.91 813.5 ICI: 0.55 E. Pond Phase II concrete end section required 23 TYPE "A" INLET R -3472 55 12 RCP 821.30 817.50 81393 6.50 W. Pond INSTALLED LEGEND 1 EXISTING PROPOSED GRADING --000 TYP. M.E. EP BC TC TYPICAL MATCH EXISTING EDGE OF PAVEMENT BOTTOM OF CURB TOP OF CURB iui INLET )Ej ELECTRIC BOX xc LIGHT POLE FIRE HYDRANT A WATER VALVE SIGN RCP REINFORCED CONCRETE PIPE PVC PLASTIC PIPE TOR TOP OF RIM TC TOP OF CASTING INV PIPE INVERT ELEVATION SANITARY SEWER 15" RCP STORM SEWER -w WATER LINE 821 CONTOURS EASEMENT PROPERTY LINE CONTOURS FLOW LINE CURB ELEVATIONS SPOT ELEVATIONS TC 000.50 BC 000.00 1000.001-- g STORM SEWER SPOT ELEVATION S Sr l/ 21. BC 82030 MIN•. OF 11 BY 1i 8C 820.60 1 820.79 BC 820.82 TC 821.68 TC 821. BC 821. BC 821. TC 821. BC 821 822.19 822.19 18 21.781 FOXI& HOUND PUB GRILLE 1 F.F.E. 822.19 822.191 821.941 PATIO 1821.94 DF .30% 821.681 821.94 821.23 TC 821.58 BC 821.08 11 aZ U4 BTC G 88220:90 0 N 19 L s 1 TQR 820.1 FY SANITARY k1H g T 821.78 822.03 821.94 821.94 BC 821.18 822.19 822.19 xistinig sanitary siewer BC 820.99 820.57 821.7 821.7 821.7 821.7 TC 821. 820. PHASE II TOR= 820.24 II (BY Y LANDLORD D PIPE BOLLARDS TYP. Riff 821.18 820.68 BC 820.60 1 820.60 'STR. No. 6 TOR= 819.99 ASE II)�.� BY LANDLORD STR. No. 18 84 L.F. OF 15" RCP 4} .229 NDLORD 79 L.F. OF 15" RCP .25% STR. No. 9 T.QR= 820.32 BY LANDLO STR. No. 8 TOR =820 2 (PHASE I) BY LANDLO 137 OF 'RCP .50% 97 L.F. OF 12' RCP .30% TC 821 BC 821 a] a] 821.18 8 21. 18 Tr. 82.68 L .18 L j I 1III 821.23 I TC 8 BC 820.92 8 21.1 8 21.18 �ii821.73 821.781 :T► 1822.031 BC 821.18 821.941 1821.948 1 N O 1 1 85 F: -,OF 21" P\ @e i f 129 L. 21 RCb y I I I 1 i 1 I 1 I 1 1 1 STR. o. Tc R =819. 121ASE IT NOTE: THIS PROJECT I S THE NORTHEAST PAD I N THE GREYHOUND COMMONS DEVELOPMENT TR. No. 12 STR. No. 13 NOTE: ALL STORMWATER WAS INCLUDED IN FOR THE OVERALL AND HOUND DOES RUNOFF ASSOCIATED WITH THE FOX AND HOUND PUB 8c GRILLE THE STORM SEWER SIZING AND DETENTION CALCULATIONS SUBMITTED GREYHOUND COMMONS DEVELOPMENT. THE PROPOSED PLAN FOR FOX NOT DEVIATE FROM THE OVERALL MASTER DRAINAGE PLAN IN ANY WAY 7 V TOR 821.94 INV- 818.90 I 1 1 1 all Ilo III 110 I II 1 1 1 1 1 1 '61 A_ 14 1- .BL` 1 1 t 827 I I j -8 2a- I 1 -L SR431 RAMP i f 8 z ICI iA 1 1 Ss ,tt 6. -1 7 TC V1, n GREYHOUND COMMONS KEYMAP SCALE: 1"=20' 0' 20' 40' GENERAL GRADING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO HAMILTON COUNTY STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. 15. 4" PERFORATED PVC UNDRDRAINS ARE REQUIRED AT ALL STORM DRAINAGE STRUCTURES. SEE SHEET C4.1 FOR ADDITIONAL INFORMATION. 16. CAP THE ENDS OF ALL STORM SEWER PIPES AND MARK APPROXIMATE LOCATION OF PIPE END ABOVE GRADE. SEE SHEET C6.2 FOR DETAIL. CAUTION THE 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND BENCH INFORMATION BM 142 ELEV 884.62 (NAVD 88 DATUM) A U.S.C. G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT, 21' NORTH OF 156 ST. ON EAST EDGE OF ABANDONED R.R. R /W, SOUTH OF WOODEN FENCE, 3' NORTHEAST OF 10' PINE TREE, WEST EDGE OF ASPHALT DRIVE. BM N237 ELEV 825.90 (NAVD 88 DATUM) A U.S.C. G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT, 21' WEST OFD CUMBERLAND ROAD, 28' SOUTH al. 146 STREET, STAMPED N237 1947. TBM 501 ELEV 836.66 A CHISELED "X" W. BONNET BOLT OF FIRE HYDRANT APPROX. 15' EAST OF EAST FACE OF KOHL'S 200' SOUTH OF SOUTHEAST CORNER OF KOHL'S TBM 50 ELEV 824.79 CUT "X" W. BOLT TRAFFIC STRAIN POLE AT THE NORTHWEST CORNER OF THE ENTRANCE TO LOWE'S 146 STREET RAMP. a CC O co m Z Q O h L O a CD N W J CC -I i- F W W Z a W W Z W H 3 F- O H Noe CD 1, Z 4)r“' ONO E- tig:4 cid .NOZc Z o ►-1 v m 44 Vi a F .1144 4 44 8 o r.., a� N AA' r-1 L 0 0 U 44 4 04 a 0 z U Q P e) oa UW \tlt G o; No. 9700328 STATE OF 0 1 11,1I111110 ;f,,;IL 6. CERTIFIED BY Z 1-1 a cc cs z 0 W CC IRO J O1 CCI atl a� o ZI- .c 0 4 7,,t. et$ 0 z a 6 DATE: DRAWN BY: CHK'D BY: JOB NO. 05/20/04 WJT KMB 1N2004.0443 REVISIONS e TAC A IRE LOC. 1 1/3\ GENERAL 07/02/04 07/22/04 07/27/04 SHEET NO. C3.1 OF I N 2004.0443.073.C31.G P 1 l/ 21. BC 82030 MIN•. OF 11 BY 1i 8C 820.60 1 820.79 BC 820.82 TC 821.68 TC 821. BC 821. BC 821. TC 821. BC 821 822.19 822.19 18 21.781 FOXI& HOUND PUB GRILLE 1 F.F.E. 822.19 822.191 821.941 PATIO 1821.94 DF .30% 821.681 821.94 821.23 TC 821.58 BC 821.08 11 aZ U4 BTC G 88220:90 0 N 19 L s 1 TQR 820.1 FY SANITARY k1H g T 821.78 822.03 821.94 821.94 BC 821.18 822.19 822.19 xistinig sanitary siewer BC 820.99 820.57 821.7 821.7 821.7 821.7 TC 821. 820. PHASE II TOR= 820.24 II (BY Y LANDLORD D PIPE BOLLARDS TYP. Riff 821.18 820.68 BC 820.60 1 820.60 'STR. No. 6 TOR= 819.99 ASE II)�.� BY LANDLORD STR. No. 18 84 L.F. OF 15" RCP 4} .229 NDLORD 79 L.F. OF 15" RCP .25% STR. No. 9 T.QR= 820.32 BY LANDLO STR. No. 8 TOR =820 2 (PHASE I) BY LANDLO 137 OF 'RCP .50% 97 L.F. OF 12' RCP .30% TC 821 BC 821 a] a] 821.18 8 21. 18 Tr. 82.68 L .18 L j I 1III 821.23 I TC 8 BC 820.92 8 21.1 8 21.18 �ii821.73 821.781 :T► 1822.031 BC 821.18 821.941 1821.948 1 N O 1 1 85 F: -,OF 21" P\ @e i f 129 L. 21 RCb y I I I 1 i 1 I 1 I 1 1 1 STR. o. Tc R =819. 121ASE IT NOTE: THIS PROJECT I S THE NORTHEAST PAD I N THE GREYHOUND COMMONS DEVELOPMENT TR. No. 12 STR. No. 13 NOTE: ALL STORMWATER WAS INCLUDED IN FOR THE OVERALL AND HOUND DOES RUNOFF ASSOCIATED WITH THE FOX AND HOUND PUB 8c GRILLE THE STORM SEWER SIZING AND DETENTION CALCULATIONS SUBMITTED GREYHOUND COMMONS DEVELOPMENT. THE PROPOSED PLAN FOR FOX NOT DEVIATE FROM THE OVERALL MASTER DRAINAGE PLAN IN ANY WAY 7 V TOR 821.94 INV- 818.90 I 1 1 1 all Ilo III 110 I II 1 1 1 1 1 1 '61 A_ 14 1- .BL` 1 1 t 827 I I j -8 2a- I 1 -L SR431 RAMP i f 8 z ICI iA 1 1 Ss ,tt 6. -1 7 TC V1, n GREYHOUND COMMONS KEYMAP SCALE: 1"=20' 0' 20' 40' GENERAL GRADING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO HAMILTON COUNTY STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. 15. 4" PERFORATED PVC UNDRDRAINS ARE REQUIRED AT ALL STORM DRAINAGE STRUCTURES. SEE SHEET C4.1 FOR ADDITIONAL INFORMATION. 16. CAP THE ENDS OF ALL STORM SEWER PIPES AND MARK APPROXIMATE LOCATION OF PIPE END ABOVE GRADE. SEE SHEET C6.2 FOR DETAIL. CAUTION THE 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND BENCH INFORMATION BM 142 ELEV 884.62 (NAVD 88 DATUM) A U.S.C. G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT, 21' NORTH OF 156 ST. ON EAST EDGE OF ABANDONED R.R. R /W, SOUTH OF WOODEN FENCE, 3' NORTHEAST OF 10' PINE TREE, WEST EDGE OF ASPHALT DRIVE. BM N237 ELEV 825.90 (NAVD 88 DATUM) A U.S.C. G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT, 21' WEST OFD CUMBERLAND ROAD, 28' SOUTH al. 146 STREET, STAMPED N237 1947. TBM 501 ELEV 836.66 A CHISELED "X" W. BONNET BOLT OF FIRE HYDRANT APPROX. 15' EAST OF EAST FACE OF KOHL'S 200' SOUTH OF SOUTHEAST CORNER OF KOHL'S TBM 50 ELEV 824.79 CUT "X" W. BOLT TRAFFIC STRAIN POLE AT THE NORTHWEST CORNER OF THE ENTRANCE TO LOWE'S 146 STREET RAMP. a CC O co m Z Q O h L O a CD N W J CC -I i- F W W Z a W W Z W H 3 F- O H Noe CD 1, Z 4)r“' ONO E- tig:4 cid .NOZc Z o ►-1 v m 44 Vi a F .1144 4 44 8 o r.., a� N AA' r-1 L 0 0 U 44 4 04 a 0 z U Q P e) oa UW \tlt G o; No. 9700328 STATE OF 0 1 11,1I111110 ;f,,;IL 6. CERTIFIED BY Z 1-1 a cc cs z 0 W CC IRO J O1 CCI atl a� o ZI- .c 0 4 7,,t. et$ 0 z a 6 DATE: DRAWN BY: CHK'D BY: JOB NO. 05/20/04 WJT KMB 1N2004.0443 REVISIONS e TAC A IRE LOC. 1 1/3\ GENERAL 07/02/04 07/22/04 07/27/04 SHEET NO. C3.1 OF I N 2004.0443.073.C31.G P