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Home My WebLink AboutV37-02 Appel Heating & Air Conditioning - Proposed Building Additon - Erosion Control Plan C40202-.016 2/26/02 CUt! REvirii,. MAR 6/19/02 SIM itt.tAsE SEP DRAWN BY: �o CHECKED OY: ALD 4. i ZONED I- 1 F -1 -T -1 ...co**. 't CD pi .■•.■■•■•■rmii■io■Mib a 2 .1* 0 c r O 0 0 0 EXISTING LEGEND GAS LLI c (.0 r 0) OUL GAS GAS •■•••■■•0••••■■•■411•■•■••■■■ 0. STRAW !BALES SEE DTL. 1/C4 NOT TO 9CALE EDGE OF WATER OVERHEAD UTILITY LINES UNDERGROUND FIBER OPTIC SECTION or PROPERTY LINE BOUNDARY LINE EXISTING WATER LINE 6' 6' CHAIN-LINK FENCE UNDERGROUND TELEPHONE EASEMENT SETBACK LINE CENTERLINE UNDERGROUND GAS MAIN UNDERGROUND TELECOMMUNICATIONS PROPERTY or R/W LINE UNDERGROUND ELECTRIC LINE SANITARY SEWER EXISTING STORM SEWER t w r777/- ‘,0 DUC;ZING CONSTRUCTION. WOODEN FENCE PLAN VIEW TYPICAL 2 x 2' WOODEN STAKE STRAW SALE SEDIMENT TRAP .44A ZONED i-1 ZONED 1 CURB INLET 8"x8" PHONE PEDESTAL ELECTRIC BOX STREET SIGN GAS VALVE EXISTING CONTOUR VEGETATION SANITARY MANHOLE EXISTING BUSH EXISTING TREE EXISTING IRON PIN FOUND EXISTING CATCH BASIN EXISTING WATER VALVE EXISTING FIRE HYDRANT MONITORING WELL UTILITY POLE TEMPORARY BENCH MARK LIGHT POLE (3) STAKES PER eALE 1111111111111111111 ELEVATION NoTE:' USE:AT ALL EXISTING INLETS AND AT ALL OTHER INLETS AS NEEDED GRADE N 8809'44" E 352.70' •00•1 STAii BALES SHAM BE INSTALLED WHEN THE CATCH BASIN IS INSTALLED AND SHALL REMAIN UNTL PERMAN- ENT SURFACE IS INSTALLED. CONTRACTOR SHALL INSPECT DAMS DALY TO INSURE SEDIMENT IS NOT ENTERING STORM STRUCTURES, WATERWAYS, OR SEWS'S. •TP. STRAW SALE iagamoramswiitial tolibmweradvi. romiNNININN 401•0•111•1•11.• '110POSE1; LEOEND 010•1•6•1010 ...10111.111 ••11.011.0 O••••••■• MONO. 41.1.■ .•••■10•1.1t•MS••••••101•1■11ENMONION/81.0.■ GAs 4•••101•11.10.• GAS 4111.• •Islustretro v arefts•Mons. V vommIrM.....ii 1 GRADE ALL SILT FENCES ARE TO BE PLACED AT TOE OF SLOPE 4 PERIMETER OF GRAD NG AREA EXCAVATE x 4" TRENCH UPSLOPE ALONG POSTS NOT TO 9C4LE s 8b9'43" W 352.60' 6" CONCRETE CURB PROPOSED SANITARY SEWER FLOW LINE OF SWALE SUBDIVISION BOUNDARY ADJOINER PROPERTY LINE PROPOSED STORM SEWER PROPOSED UNDERGROUND PROPOSED UNDERGROUND PROPOSED UNDERGROUND FLOW ARROW PROPOSED GRADE ADA SPACE HEAVY-DUTY ASPHALT PAVEMENT LIGHT--i-DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT siL FENCE DETAIL- THIS PLAN IS FOR CONCEPTUAL EROSION CONTROL PURPOSES ONLY. DO NOT SCALE SEE C1 AND C3. ELECTRIC GAS WATER STAPLE WIRE FENCING TO FENCE POSTS (BACK FILL- 4 COMPACT EXCAvATED SOIL INTO TRENCH) NOTES: SEDIMENT SPALL IBE REMOVED AND TRAP RES ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT WAS ACCUMULATED TO 1/2 TWE DESIGN DEPTH OF THE TRAP. RETAINING WALL 'TO ATTACH FILTER FAE3RIC TO WIRE FENCE 4 EXTEND 'IT INTO TRENCH 4" PIPE ElOi_LARD: BLT WE SHALL BeINSTALLED Ete-FOFE EARTH MOVING ACTIVMES TAKE PLACE IAND SHALL REMAIN MIL PERMAN- FENCE 1:"651 :ENT SEEDING HAS TAKEN HOLD.. CONTRACTOR SHALL INSPECT FENCES DALY TO INSURE SEDIMENT IS NOT ENTERING 'WATERWAYS OR SEWERS, NOTES: IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCi-I IS APPLIED INCREASE SEEDING APPLICATION BY 50 DURING DORMANT PERIODS. I L TFENCE SEE DTL. 2/C4 SEED ALL DISTURBED SOIL AS PER NOTES AND DETAILS ON THIS SHEET TAW BALES EE DTL. I/C4 CONC. SPILLWAY SEE DTL. 6./C5 EXISTING MASONRY/W STONE FACE BUILDING 1,686 sq.ft. FINISH FLOOR ELEVATION 831.91' or 100'-0" SAW-CUT EXISTING PAvEMENT 1 EXISTI 41' HAt SE COR, SE 1/4 SEC.25-T18N MPOOARY'; OSE 1 11 HALF R/W G R/W maw* cbt%rtRoL 1) INSTALL STABLED ENTRANCE WI-EN MOBILIZING EXCAVATION EOIJIPMENT. 2) INSTALL SILT FENCE PRIOR TO INTIMATING ANY EXCAVATION. 3) PROVIDE INLET EROSION CONTROL MEASURES EACH LOCATION AS SOON AS INLET STRUCTURE IS INSTALLED. 4) PROVIDE TEMPORARY SEEDING AND EROSION CONTROL BLANKETS OvIMEDIATELY AFTER BACK FILLING EXCAVATIONS. 5) INSTALL PERMANENT SEEDING AS SOON AS PRACTICAL ONCE EXCAVATION AND DIRT MOVING ACTIVITIES ARE COMPLETED. cr) co 2, 4. SPECIES LEVEL SLOPING OPEN AREAS TALL FESCUE TALL FESCUE (RED CLOVER) KENTUCKY BLUEGRASS CREEPING RED FESCUE STEEP BANKS KENTUCKY BLUEGRASS CREEPING RED FESCUE TALL FESCUE 15 KENTUCKY BLUEGRASS 25 0.6 TALL FESCUE 35 0.8 5.5-8.3 2 EMERALD CROWN VETCH 10 0.25 LAWNS HIGH MAINTENANCE AREAS 35 25 0.6 5 0.12 15 15 0.4 PERENNIAL RYEGRASS TALL FESCUE 1 PREFERRED 2 WILL TOLERATE WHEAT OR RYE SPRING OATS ANNUAL RYEGRASS SEED MIXTURES NOT TO SCALE 3.5 lbs. 2.3 lbs. 1 lbs. 0.8 EROSION, CONTROL, NITS PERMANENT SEEDING lbs. lbs. J SUITABLE ACRE 1,000 s.f. PH 5.5-8.3 5.5-8.3 40 0.9 5.8-7.5 2 1 40 0.9 170 4.0 5.8-7.5 1 TEMPORARY SEEDING KIND OF SEED PER 1000 sq. ft. PER ACRE REMARKS 2 bu. 3 bu. 40. lbs. EROSION CONTROL P GRAPHIC SCALE 20 40 TN FEET 1 inch .te 20 ft„. i.7.„ 1. Contractor to verify all existing conditions prior to, beginning work, All grading/earthmoVing work to be done in strict accordance with all State and Locat Codes and Requirements. Land alteration which strips the 'land ':of vegetation, including regradih shall be done in a 'w�y that will minimize soil erosion. The cluratiOn of time whih' an area remains exposed •-'t holl be kept a practical 'minmum. The area shall be. stabilized as quickly as practical with temporary seeding per amounts Shown in note #7 and with erosion control blankets on all Slopes onci areas shown. 5. Permanent and final vegetation or structural erosion Control devices shall be installed as soon as final grading is completed for each drainage structure or excavation. 0.4 5.5-7.5 2 1 6. Surface Water shall be diverted awai, from the projct rea wherever possible. As 'earthork construction Progreses, the contraaor. shall;„ take care to avoid Creating any inadvertent run-off accumulation: the end of each work day,- the contractor shall survey the site, and, ;C make any necessary earthwork adjustments to insure proper drainage:' and avoid potential hazards to adjacent landowners. 7. All permanent slpes shall be seeded' with a mixture of "mulch (3000 1000 lbs. 12-12-12fertilzer per acre, and red fescue at the rate Of 40 lbs per acre find 40 lbs, btu rasS per acre. from March 1 to May 15 and August 10 to October' 15. 8. All Sediment control measures shotl be installed Prior to cleaning and grubbing operations :and shall be: maintained until permanent groUnd is established. 9. All sediment control ineasures shall be performed in strict- accordance with the plans as approved by the City of Indianaolis. 10. The Contractor shall -provide adequate osion protection measures during construction Such as, but not limited to;_ Siltaton„ basins, Silt' '.trap, Straw bale damns; Soil Cement, Mulch and Seeding, Soil stabllzatiOn• fabric, and .Jute netting_ 11 Eroson' control blanket by Amercti xcelsior Company' (r equal Anchor all erosion control, blankets as required per manufacturer Curlex Products 'Curlex Erosion Control Blanket (48" lon). 78 ?<At, Staples shall be 11 gaUge U-shaped, 6"- long,, and minimurn 1" crown; ,,-Drive staples vetitilty- into ground and' use (4) staples at ends Of '-For slope instolIatk, staple along length of roll at 6 foot intervals. For swale liner, _staple along length of, roll at 4 foot intervals. Another row of staples,':shall be placed in the center of the blanket alternately' spaced form staples at each side of row. 12 Any grades established between May 15 to August 10 shall provide' temporary seedng, consisting of 40 lbs. per acre of :nnual rye grass. 13. For any seeding .that takes place 'betWeen October 1 5 to March 1, either rye or wheat may be substituted and spread at 3 bushels per acre. If grains are used they shall be cut' at the time of permanent 'seeding. Cover seed with Mulch 1 1 1/2 in. deep. 14.- If temporary seeding is established ,'prior to permanent seedng,- the mulch may be eliminated except for exposed areas. DRY WELL WET DRAINED 2 1 2 0.4 5.8-7.5 2 1 2 170 4.0 5.5-8.3 2 1 2 COVER SEED 1 1 1/2" DEEP COVER SEED 1" DEEP COVER WITH MULCH 80 4 .4 ^At JAN FEB MAR APR MAY. ,.JUN• JUL AUG SEP 1 T NOV DEC WHEAT RYE ,,-7,f,:•.,,,, OATS: --:,--.4,4„,„•-0,1, PERMANENT ANNUAL RYEGRASS,- n SEEDING NON- IRRIGATED '''.'C'-..- :•,..7.;,: IRRIGATED n DORMANT ;4' ZONED I- 1 F -1 -T -1 ...co**. 't CD pi .■•.■■•■•■rmii■io■Mib a 2 .1* 0 c r O 0 0 0 EXISTING LEGEND GAS LLI c (.0 r 0) OUL GAS GAS •■•••■■•0••••■■•■411•■•■••■■■ 0. STRAW !BALES SEE DTL. 1/C4 NOT TO 9CALE EDGE OF WATER OVERHEAD UTILITY LINES UNDERGROUND FIBER OPTIC SECTION or PROPERTY LINE BOUNDARY LINE EXISTING WATER LINE 6' 6' CHAIN-LINK FENCE UNDERGROUND TELEPHONE EASEMENT SETBACK LINE CENTERLINE UNDERGROUND GAS MAIN UNDERGROUND TELECOMMUNICATIONS PROPERTY or R/W LINE UNDERGROUND ELECTRIC LINE SANITARY SEWER EXISTING STORM SEWER t w r777/- ‘,0 DUC;ZING CONSTRUCTION. WOODEN FENCE PLAN VIEW TYPICAL 2 x 2' WOODEN STAKE STRAW SALE SEDIMENT TRAP .44A ZONED i-1 ZONED 1 CURB INLET 8"x8" PHONE PEDESTAL ELECTRIC BOX STREET SIGN GAS VALVE EXISTING CONTOUR VEGETATION SANITARY MANHOLE EXISTING BUSH EXISTING TREE EXISTING IRON PIN FOUND EXISTING CATCH BASIN EXISTING WATER VALVE EXISTING FIRE HYDRANT MONITORING WELL UTILITY POLE TEMPORARY BENCH MARK LIGHT POLE (3) STAKES PER eALE 1111111111111111111 ELEVATION NoTE:' USE:AT ALL EXISTING INLETS AND AT ALL OTHER INLETS AS NEEDED GRADE N 8809'44" E 352.70' •00•1 STAii BALES SHAM BE INSTALLED WHEN THE CATCH BASIN IS INSTALLED AND SHALL REMAIN UNTL PERMAN- ENT SURFACE IS INSTALLED. CONTRACTOR SHALL INSPECT DAMS DALY TO INSURE SEDIMENT IS NOT ENTERING STORM STRUCTURES, WATERWAYS, OR SEWS'S. •TP. STRAW SALE iagamoramswiitial tolibmweradvi. romiNNININN 401•0•111•1•11.• '110POSE1; LEOEND 010•1•6•1010 ...10111.111 ••11.011.0 O••••••■• MONO. 41.1.■ .•••■10•1.1t•MS••••••101•1■11ENMONION/81.0.■ GAs 4•••101•11.10.• GAS 4111.• •Islustretro v arefts•Mons. V vommIrM.....ii 1 GRADE ALL SILT FENCES ARE TO BE PLACED AT TOE OF SLOPE 4 PERIMETER OF GRAD NG AREA EXCAVATE x 4" TRENCH UPSLOPE ALONG POSTS NOT TO 9C4LE s 8b9'43" W 352.60' 6" CONCRETE CURB PROPOSED SANITARY SEWER FLOW LINE OF SWALE SUBDIVISION BOUNDARY ADJOINER PROPERTY LINE PROPOSED STORM SEWER PROPOSED UNDERGROUND PROPOSED UNDERGROUND PROPOSED UNDERGROUND FLOW ARROW PROPOSED GRADE ADA SPACE HEAVY-DUTY ASPHALT PAVEMENT LIGHT--i-DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT siL FENCE DETAIL- THIS PLAN IS FOR CONCEPTUAL EROSION CONTROL PURPOSES ONLY. DO NOT SCALE SEE C1 AND C3. ELECTRIC GAS WATER STAPLE WIRE FENCING TO FENCE POSTS (BACK FILL- 4 COMPACT EXCAvATED SOIL INTO TRENCH) NOTES: SEDIMENT SPALL IBE REMOVED AND TRAP RES ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT WAS ACCUMULATED TO 1/2 TWE DESIGN DEPTH OF THE TRAP. RETAINING WALL 'TO ATTACH FILTER FAE3RIC TO WIRE FENCE 4 EXTEND 'IT INTO TRENCH 4" PIPE ElOi_LARD: BLT WE SHALL BeINSTALLED Ete-FOFE EARTH MOVING ACTIVMES TAKE PLACE IAND SHALL REMAIN MIL PERMAN- FENCE 1:"651 :ENT SEEDING HAS TAKEN HOLD.. CONTRACTOR SHALL INSPECT FENCES DALY TO INSURE SEDIMENT IS NOT ENTERING 'WATERWAYS OR SEWERS, NOTES: IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCi-I IS APPLIED INCREASE SEEDING APPLICATION BY 50 DURING DORMANT PERIODS. I L TFENCE SEE DTL. 2/C4 SEED ALL DISTURBED SOIL AS PER NOTES AND DETAILS ON THIS SHEET TAW BALES EE DTL. I/C4 CONC. SPILLWAY SEE DTL. 6./C5 EXISTING MASONRY/W STONE FACE BUILDING 1,686 sq.ft. FINISH FLOOR ELEVATION 831.91' or 100'-0" SAW-CUT EXISTING PAvEMENT 1 EXISTI 41' HAt SE COR, SE 1/4 SEC.25-T18N MPOOARY'; OSE 1 11 HALF R/W G R/W maw* cbt%rtRoL 1) INSTALL STABLED ENTRANCE WI-EN MOBILIZING EXCAVATION EOIJIPMENT. 2) INSTALL SILT FENCE PRIOR TO INTIMATING ANY EXCAVATION. 3) PROVIDE INLET EROSION CONTROL MEASURES EACH LOCATION AS SOON AS INLET STRUCTURE IS INSTALLED. 4) PROVIDE TEMPORARY SEEDING AND EROSION CONTROL BLANKETS OvIMEDIATELY AFTER BACK FILLING EXCAVATIONS. 5) INSTALL PERMANENT SEEDING AS SOON AS PRACTICAL ONCE EXCAVATION AND DIRT MOVING ACTIVITIES ARE COMPLETED. cr) co 2, 4. SPECIES LEVEL SLOPING OPEN AREAS TALL FESCUE TALL FESCUE (RED CLOVER) KENTUCKY BLUEGRASS CREEPING RED FESCUE STEEP BANKS KENTUCKY BLUEGRASS CREEPING RED FESCUE TALL FESCUE 15 KENTUCKY BLUEGRASS 25 0.6 TALL FESCUE 35 0.8 5.5-8.3 2 EMERALD CROWN VETCH 10 0.25 LAWNS HIGH MAINTENANCE AREAS 35 25 0.6 5 0.12 15 15 0.4 PERENNIAL RYEGRASS TALL FESCUE 1 PREFERRED 2 WILL TOLERATE WHEAT OR RYE SPRING OATS ANNUAL RYEGRASS SEED MIXTURES NOT TO SCALE 3.5 lbs. 2.3 lbs. 1 lbs. 0.8 EROSION, CONTROL, NITS PERMANENT SEEDING lbs. lbs. J SUITABLE ACRE 1,000 s.f. PH 5.5-8.3 5.5-8.3 40 0.9 5.8-7.5 2 1 40 0.9 170 4.0 5.8-7.5 1 TEMPORARY SEEDING KIND OF SEED PER 1000 sq. ft. PER ACRE REMARKS 2 bu. 3 bu. 40. lbs. EROSION CONTROL P GRAPHIC SCALE 20 40 TN FEET 1 inch .te 20 ft„. i.7.„ 1. Contractor to verify all existing conditions prior to, beginning work, All grading/earthmoVing work to be done in strict accordance with all State and Locat Codes and Requirements. Land alteration which strips the 'land ':of vegetation, including regradih shall be done in a 'w�y that will minimize soil erosion. The cluratiOn of time whih' an area remains exposed •-'t holl be kept a practical 'minmum. The area shall be. stabilized as quickly as practical with temporary seeding per amounts Shown in note #7 and with erosion control blankets on all Slopes onci areas shown. 5. Permanent and final vegetation or structural erosion Control devices shall be installed as soon as final grading is completed for each drainage structure or excavation. 0.4 5.5-7.5 2 1 6. Surface Water shall be diverted awai, from the projct rea wherever possible. As 'earthork construction Progreses, the contraaor. shall;„ take care to avoid Creating any inadvertent run-off accumulation: the end of each work day,- the contractor shall survey the site, and, ;C make any necessary earthwork adjustments to insure proper drainage:' and avoid potential hazards to adjacent landowners. 7. All permanent slpes shall be seeded' with a mixture of "mulch (3000 1000 lbs. 12-12-12fertilzer per acre, and red fescue at the rate Of 40 lbs per acre find 40 lbs, btu rasS per acre. from March 1 to May 15 and August 10 to October' 15. 8. All Sediment control measures shotl be installed Prior to cleaning and grubbing operations :and shall be: maintained until permanent groUnd is established. 9. All sediment control ineasures shall be performed in strict- accordance with the plans as approved by the City of Indianaolis. 10. The Contractor shall -provide adequate osion protection measures during construction Such as, but not limited to;_ Siltaton„ basins, Silt' '.trap, Straw bale damns; Soil Cement, Mulch and Seeding, Soil stabllzatiOn• fabric, and .Jute netting_ 11 Eroson' control blanket by Amercti xcelsior Company' (r equal Anchor all erosion control, blankets as required per manufacturer Curlex Products 'Curlex Erosion Control Blanket (48" lon). 78 ?<At, Staples shall be 11 gaUge U-shaped, 6"- long,, and minimurn 1" crown; ,,-Drive staples vetitilty- into ground and' use (4) staples at ends Of '-For slope instolIatk, staple along length of roll at 6 foot intervals. For swale liner, _staple along length of, roll at 4 foot intervals. Another row of staples,':shall be placed in the center of the blanket alternately' spaced form staples at each side of row. 12 Any grades established between May 15 to August 10 shall provide' temporary seedng, consisting of 40 lbs. per acre of :nnual rye grass. 13. For any seeding .that takes place 'betWeen October 1 5 to March 1, either rye or wheat may be substituted and spread at 3 bushels per acre. If grains are used they shall be cut' at the time of permanent 'seeding. Cover seed with Mulch 1 1 1/2 in. deep. 14.- If temporary seeding is established ,'prior to permanent seedng,- the mulch may be eliminated except for exposed areas. DRY WELL WET DRAINED 2 1 2 0.4 5.8-7.5 2 1 2 170 4.0 5.5-8.3 2 1 2 COVER SEED 1 1 1/2" DEEP COVER SEED 1" DEEP COVER WITH MULCH 80 4 .4 ^At