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HomeMy WebLinkAbout07050013 Civil Construction Plans Rcv. 10/2/2007 DOCSPROD 94 80 90 r,�iCiil ^� N Subclivicl:_t NATHAN THORNBERRY 13277 MERIDIAN CORNERS BLVD. SUITE 100 CARMEL, IN 46032 STATE LOCATION MAP Scale: N.s_ SOURCE OF TITLE: INSTR. #XXXX —XXXX AREA: ±2.28 ACRES ZONING: S1 /RESIDENTIAL DOCKET #07050013 PP BENCHMARK USGS BRASS TABLET MARKED 93RHP DATED 1951 SET IN 4'X4' CONC. POST AT S.W. CORNER INT. 146TH AND DITCH ROAD 16' S. OF 146TH AND 23' W. OF DITCH ROAD 6' S.W. OF PWP AND 4' W. OF N.E. CONER FENCE POST. ELEV.= 903.373 AERIAL MAP Scale: Nis I CI .N LOCATION MAP City of Carmel, Hamilton County, Indiana SOILS MAP Scale: N.s SH C100 ,F,TH C101 DD C200 C300 C400 C500 C501 C502 EET INDEX TITLE SHEET EXISTING CONDITIONS DEVELOPMENT PLAN SANITARY SEWER P +P STORM SEWER P+P EROSION CONTROL PLAN EROSION CONTROL DETAILS EROSION CONTROL SPECIFICATIONS C700 SANITARY DETAILS C701 DETAILS C702 HCSO DETAILS C703 SPECIFICATIONS NO. DATE REVISION 10/1/2007 REVISE SANITARY SEWER & LANDSCAPE PLAN VICINITY MAP Scale: NTS 0-70Sc�/3 ' P%16; N0. 910326 STATE OF 4NAL 94 80 90 MICHIGAN CITY -,--- PROJECT LOCAI 150 TERRE HAUTE STATE LOCATION MAP Scala: NTS F ��� I I'' I I I 01\ -- Subdividen NATHAN THORNBERRY 13277 MERIDIAN CORNERS BLVD. SUITE 100 CARMEL, IN 46032 SOURCE OF TITLE: INSTR. #XXXX —XXXX AREA: ±2.28 ACRES ZONING: S1 /RESIDENTIAL DOCKET #07050013 PP BENCHMARK USGS BRASS TABLET MARKED 93RHP DATED 1951 SET IN 4'X4' CONC. POST AT S.W. CORNER INT. 146TH AND DITCH ROAD 16' S. OF 146TH AND 23' W. OF DITCH ROAD 6' S.W. OF PWP AND 4' W. OF N.E. CONER FENCE POST. ELEV.= 903.373 ' i .. `` ♦ do ♦ 4,.,cL -: \ 't. >J v \ _ .c }v',4>� �,� .A° `� � , , , :K�'."" q - .; ' 'X ." — - ... -�i \ 2• . ' - - y C *� - 5 '�'--'-�---'-----:----:� \ \' N - - - . �.: , . . r p \ "" ,T *.. ���Nsc,----'.' .1 �X "4' , �" �..' . " . o r H V .fir , \? .% ro: \ :♦ Q yb 4�n 7 .' ♦ .. d' v V►x d ' ' ' S x ih \ , \ \\ ? 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Q '.1AVgT TRF.FT :. .. .. . ......; z :.,. r r LOCATION MAP City of Carmel, Hamilton County, Indiana SOILS MAP Scale: NTS zkiiiLgo, - — lw"IN ' " wm--7.1� SHEET INDEX 0100 TITLE SHEET C101 EXISTING CONDITIONS C200 DEVELOPMENT PLAN C300 SANITARY SEWER P +P C400 STORM SEWER P+P C500 EROSION CONTROL PLAN C501 EROSION CONTROL DETAILS C502 EROSION CONTROL SPECIFICATIONS C700 SANITARY DETAILS C701 DETAILS C702 HCSO DETAILS C703 SPECIFICATIONS NO. DATE REVISION 1 10/1/2007 REVISE SANITARY SEWER. & LANDSCAPE PLAN VICINITY MAP ca e: NTS 07DSQo�3 e \ -* i�- /J� I w �� ' S _ I I'�, t i G� `f Akd : �. ``11111111111'' ` ; % %%. \pNN C. ���-,,,, I L. � • SST ' N0. 910326 -A ' STATE OF ,�� AND I ANP - ���'ss /O....... '0 X% NAB ' / / /11111111111 (��a- �wa'�5'� 3: 1 -3/4„ HOT TAP WITH VALVE 2 HOT TAP WITH VALVE 1-3/4" HOT TAP WITH VALVE C l +r W WV 1111 W N 00 O O O z EX. SAN. MH. #731 TC.= 898.45 INV. IN= 886.29(NW) INV. IN= 886.39(S INV. OUT-886.26(E) JOE DALE 1397 KINGSGATE DRIVE KINGSBOUROUGH, LOT #90 o° PARCEL NO. 17- 09- 22- 00 -1 - 005.000 WEN JI E & JI AN CH EN ZH EN G 1395 KINGSGATE DRIVE 00 KINGSBOUROUGH, LOT #89 COMMON AREA o PARCEL NO. 17- 09- 22- 00- 14- 004.000 KINGSBOUROUGH COMMUNITY ASSOCIATION PARCEL NO. 17- 09- 22- 00- 14- 020.000 CIL, co � U 900 EX. STORM INLET TC.= 896.27 _ -- - ; INV.- 893.15 LL, x - -- STIR #101 - .NEW STORM;,M _ TC.= 8-96:50 (R -1712) STORM EX. STORM INLET _ - _ X22 2� NV� 0 ( 1 -RC - -- .--- - - - -_: - :�_: - -- ..__ -. _ - - - -- - V. - 9 2.10 (W-12 R C P EX 12 RC P „ - , -._ INV.- Q _ 1 5. 9 1 cJ i' ,9006" 1 6 \ I\ 175 .9 5 U) - EX. STORM INLET 898.5 / - \� � 898.0 TOP -BERM TC. = 895.50 \ UT CAP I I r 40.0 woo _� _ „ BIO- LE o00 000 0`00 INV.= 891.73 W -12 000 000 0� ' I 00 - _ _ _ -- - _ -- _ O - - ff - -- - - - - - -- --- -� - - -- - - - - -- - - -- - o INV. 891.63 N 18 W W w z �o Cl:f cr; o� 00 x U w� / 0 0 O -6 PERF PVC'PIPE o 900.251 FL 0 E SATED PIPE r 60 D RO CTURE . -_ . -- - - C �--- o FOE A C) Q � 7.5 w N = 6. I ICE) +�, > I 12-(4 " OP) z o� ' 895.5 1 E 1 ch� w --� 0 �- - -.- F=- RE l �. 21 3 ' = 9 . j 00 o N w =' LOT 3 E 8c . 0 9 Y LAT SAN � W . 1 <�, m STA. 2 +71 LAT. !�-� RA NA E, U LI Y, 21 780 S.F. ° AN S AP M 4 P RF R o M H #731 A N z 0 °50 AC*± �, Q C. =899 50 00 NV.-88 .51 NE - • BACKFLOW VALVE ( ) 0 97.50 o ° & CAP LINE \1 Al 1851 OF 1-3/411 PE PIPE INAGE 8c 5'X15' - - - 2 0 D�R A o `�� -� - 0 BORE PIT \ UTILITY ESMT o � - ERM 900.25 FL x ell oo 898.21 L N >> ;897.66',x- =1� _000 BIO -SWALE 000 0 18 00 g _� - - - --- -__- o W S W W IVY 00 , - - , N 8 9`06'2-,':_)-1.1_E . _ - -- _ 14 0.0 2 0 N 0 __ _BIQ_5_IA.LE_ - - - - -- - -- 3 ;898.00 FL 0 VV _ --------- - - - - -- - - - -- + o, 1 20' DRAINAGE & UTILITY ESMT I° ~ I ,�` 01 \ 1 Lw 0 FL 0-9 8.59; Q of 0 > - - - -- ° i �L3 -FLOW-VALVE & CAP LINE 340 OF 2 PE PIPE / i 10 0 EX. GRAVEL / I J, 10 �? 0 ,� WYE & LAT 1 r v J P E \ I -� 2 ►- Q 215 OF 1 3/4 PEP STA. 2 +90 / -� • 1 '- 1 �c1r) =d-N / 0-� WYE & LAT I w i -- I� B VALVE & CAP LINE 01 w z • i STA. 2 +79 00 / I Qa z�° \ 1 10 z Q w 1 cn 10 C/-) . / 1 w I -� o �' -- 0 I 0) 0 LOT 2 / [899.38 Lo 1 � 1 -to _ W ; / w 1 8 O 10 U o 32266%3*66 S. F. 0 1 ry/ �= 01 898.70 FL I N n �0 0.75 ACo,± / 01 _ 1 w 1 0� Q0 J I - ¢ 2 92 S.F. __ - Q t� � V 10 oN 0 0.54 AC.± 10L \7\ Q o01 Q � � COA z I Q MME 0 0 o Io 0 1 0 10 • 01 40 BUILDING LINE _ 01 \ :900 75] FL 2 NON- ACCESS ESMT i - to 10 LANDSCAPE BUFFER ARD 899.00' F to � I 2' NON- ACCESS ESMT ` 1 • /7 - -• . 140-02 • ,/ 3 • ' '26 "W 270.67' 30• PROPOSED 8 ASPH ALT W4K 5 8 9 0 8 l .. ................ EX. STORM INLE - -TC.= 898:62 : ,N EX. STORM INLET TC.= 898.53 GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 PAN 0. -, Tel =� N0. 910326 woo.. STATE OF L F DI AN. 01 0NAL egend LAND DESCRIPTION A part of the Northwest Quarter, Section Twenty Two (22), Township Eighteen (18) North, Range Three (3) East, Hamilton County, Indiana, being more particularly described as follows: Begining at the Southwest Corner of the Northwest Quarter of Section 22, Township 18, Range 3 East, thence North 00 degrees 08 minutes 27 seconds East, along the West Line of said Quarter Section a distance of 330.09 feet, thence North 89 degrees 06 minutes 25 seconds East 40.02 feet to the Place of Beginning, thence continuing North 89 degrees 06 minutes 25 seconds East 355.91 feet, thence South 00 degrees 07 minutes 21 seconds West 290.31 feet, thence South 89 degrees 08 minutes 26 seconds West 270.67 feet, thence North 43 degrees 42 minutes 14 seconds West 123.16 feet, thence North 00 degrees 08 minutes 27 seconds East 199.78 feet to the Place of Beginning. Containing 2.28 acres (99,429 square feet), more or less. BENCHMARK USGS BRASS TABLET MARKED 93RHP DATED 1951 SET IN 4'X4' CONC. POST AT S.W. CORNER INT. 146TH AND DITCH ROAD 16' S. OF 146TH AND 23' W. OF DITCH ROAD 6' S.W. OF PWP AND 4' W. OF N.E. CONER FENCE POST. ELEV.= 903.373 s� I Sanitary Sewer With Manhole and 6" Lateral S Storm Sewer with Inlet B. S. L. Building Setback Line ------------ U . &S. E. -- ----S ---- - - - - -- ------------ Utility and Sanitary Sewer Easement M FFE Minimum Finish Floor Elevation -b-661 F .� 000 Swale with SSD and Elevations Water Line w 0 Monument set R. D. E. Regulated Drainage Easment GENERAL SITE NOTES a 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. X11 21. 22. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT OF ANY CONFLICT AND /OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL CONDITIONS. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ETC. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK, ALL GRASS AND /OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: Falcon Engineering, Inc. REPAIR, REPLACE OR MAINTAIN ANY /ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION. FOR ALL WORK WITHIN LIMITS OF RIGHT -OF -WAY SEE D.O.T. STANDARD DETAILS. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ALL RADII SHALL BE 5' UNLESS OTHERWISE NOTED. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. HANDICAPPED RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR LOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNING AGENCY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER EXCEPTIBLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. ALL PAVEMENT MUST MAINTAIN 2' FROM THE SANITARY MANHOLE CASTING. THIS SITE IS CURRENTLY UNDER CONSTRUCTION. EXISTING ELEVATIONS AND UTILITY LINES MAY OR MAY NOT BE IN THERE PROPER LOCATION. VERIFY ALL ELEVATIONS 8c COORDINATE WITH THE ENGINEER FOR ANY DISCREPANCIES. "IT'S T�tE LAVA/" INDIANA U4PER&RakV PROTECTION SERVICE, INC. G a 1 1 1 2 Valor k i ng Days before You Pig- 1 -3/4' HOT TAP WTH 2' HOT TAP WITH 1 -3/4' HOT TAP WITH ' r Ilia i� 1/! w N 00 0 0 L EX. SAN. MH. #731 TC. = 898.45 INV. IN= 886.29 NW) INV. IN= 886.39 S INV. OUT= 886.26 E) ` 177- -- /z , JOE DALE 1397 KINGSGATE DRIVE ° KINGSBOUROUGH, LOT #90 / o° PARCEL NO. 17- 09- 22 -00 -1 - 005.000 ,� 6 PERF PVC PIPE O I 900.25 FL O �t M FE 0 A ATED PIP 00 RO CTURE Z C) J 895.5 i , low E O N = 21, _ m o - N LOT 3 WYE &LAT SAN. 0 . r- Ir- 21, 780 S.F. STA. 2 +71 LAT. w RA NA E, Ul LI , F 0.50 AC. � MH #731 A I cv AN S AP M 00 C14 J C. =899 50 r _ NV. =88 .51 NE) O 97.50 C> BACKFLOW VALVE ( p • & CAP LINE rn 0 ' 4' PE PIPE ?85 OF 1 -3 / 20' DRAINAGE & 5 X15' UTILITY ESMT BORE PIT z f.�, ; f - 900.25 FL 898.21 L °°_°.`.,. BIO -SWALE o W 18� 00' §9 897.66�'C _oao ppO_ W - w w W ................ _ - N89 °06'2 "€ 14-0....0-2' o. ID= - - - - -- - - - -- .� 3 898.00 FL -- . r -- -------- - - - - -- -- --- - j O z 20' DRAINAGE & UTILITY ESMT i w o FL 89.8.59 $� , Er o CD 340' OF 2' PE PIPE z i _V AL &CAP IJNE r Cn 01 O Q i _ o 11 215' OF 1 -3 4' PE PIPE WYE &LAT y v2 \ �a Q cn N w� STA. 2 +90 , ; ° _ N WYE & LAT I i -W � I I� BACKFLOW VALVE & CAP LINE I , \ w z rn > l STA. 2 +79 i a a z V 00 o ILL \.. I y, �$ z¢ N J w I I rn i o �" a) o � - 7 _899.38 '- LOT 2 ! J LO 1 - W . moo- 329663.66 S.F. W °o cn Of , Q LOT 1 898.70 FL N a �o 0.75 AC.� � J $� \ Z q - 2 92 S.F. -- � ' • -} - w 0 0.54 AC. W c� cv i sz a a i / ` =► '\ \ C) , , ° �$o , out a r� r` U NXIII 890 DATUM ELEV 885.00 Lf 6 6 a 0+00 1+00 2+ 00 3+00 N . CO 0000 00 CC) co tzzo )6 F- I-- F-- p��� �>>> _zzz � .•�G1 ST ERA,•. G'� ; N0. 910326 STATE OF - N S/ ANAL GENERAL SITE NOTES 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT OF ANY CONFLICT AND /OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL CONDITIONS. 3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GU ARAN TEED. 4. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ETC. 5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. 6. ALL GRASS AND /OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 7. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 8. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 9. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. 10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: OWNER 11. REPAIR, REPLACE OR MAINTAIN ANY /ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION. 12. FOR ALL WORK WITHIN LIMITS OF RIGHT -OF -WAY SEE D.O.T. STANDARD DETAILS. 13. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 14. ALL RADII SHALL BE 5' UNLESS OTHERWISE NOTED. 15, ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR LOCAL AGENCIES, THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNING AGENCY. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER EXCEPTIBLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 19. ALL PAVEMENT MUST MAINTAIN 2' FROM THE SANITARY MANHOLE CASTING. 20. 6' WALK TO BE INSTALLED IN COORDINATION WITH THE DEPARTMENT OF PUBLIC WORKS. BENCHMARK USGS BRASS TABLET MARKED 93RHP DATED 1951 SET IN 4'X4' CONC. POST AT S.W. CORNER INT. 146TH AND DITCH ROAD 16' S. OF 146TH AND 23' W. OF DITCH ROAD 6' S.W. OF PWP AND 4' W. OF N.E. CONER FENCE POST. ELEV.= 903.373 SANITARY SEWER NOTES: 1. ALL MANHOLE COVERS SHALL BE TRAFFIC BEARING, NON- ROCKING DESIGN WITH NON- PENETRATING PICK HOLES. THE COVER SHALL BE CAST WITH THE WORDS SANITARY SEWER IN 2" LETTERS RECESSED FLUSH WITH THE SURFACE. 2. SANITARY SEWERS SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 MEETING ASTM D3034 SPECIFICATIONS. ALL SEWER MAINS SHALL HAVE A MINIMUM DIAMETER OF 8 °. ALL PIPE SPECIFIED SHALL SUPPORT ANTICIPATED LOADS. 3. PIPE JOINTS SHALL BE FLEXIBLE GASKET PUSH -ON COMPRESSION TYPE ASSEMBLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. SOLVENT WELD JOINTS ARE NOT PERMITTED. 4. BEDDING FOR PVC PIPE SHALL CONFORM TO BEDDING CLASSES I, II OR III, AS DESCRIBED IN ASTM D2321, FLEXIBLE SEWER PIPE INSTALLATION REQUIREMENTS. 5. ALL SEWER PIPE SHALL BE LAID USING PIPE LASER EQUIPMENT FOR BOTH VERTICAL AND HORIZONTAL ALIGNMENT. 6. MINIMUM ALLOWABLE COVER SHALL BE 4' -0" OVER TOP OF PIPE. 7. ALL SEWER MAINS SHALL BE DEFLECTION TESTED WITH AN 11 POINT, 5% MANDREL AFTER COMPACTED AGGREGATE IS IN PLACE FOR ALL STREETS. FLEXIBLE PIPE WILL BE TESTED AFTER BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. ALL PVC PIPE FAILING THE MANDREL TEST SHALL BE REBOUNDED IN PLACE OR AN ALTERNATE METHOD APPROVED BY THE HCRSD IF REPAIR REQUIRED, SEWER SHALL BE RETESTED 30 DAYS AFTER REPAIR IS COMPLETE. 8. ALL SEWER MAINS SHALL BE LAMPED AT THE TIME THE MANDREL TEST IS CONDUCTED. ALL MAINS SHALL BE TRUE TO ALIGNMENT AND GRADE. 9. ALL SEWER MAINS AND LATERAL CONNECTIONS SHALL BE AIR TESTED IN ACCORDANCE WITH "MODEL SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN INDIANA." ALL SECTIONS FAILING AIR TEST SHALL BE REPAIRED AND RETESTED. 10. THE MAXIMUM ALLOWABLE VERTICAL DISTANCE BETWEEN ANY INFLUENT LINE AND THE EFFLUENT MAIN SHALL BE 6" FOR TYPE 'A' AND 'C' MANHOLES. ANY DISTANCE GREATER THAN 6" SHALL REQUIRE A TYPE 'B' MANHOLE. 11. ALL EXTENSIONS SHALL BE INSTALLED AT MINIMUM GRADES. Construction Notes: 1. For Granular Backfill locations, see Plan & Profile Sheets. 2. Storm sewer outfall pipes into ponds to have rip -rap protection. See the Erosion Control Plan for details and locations. 3. V here storm sewer crosses mounding, lower the mounding to be a maximum of six feet (6'), maintain an opening of ten feet (10') wide. 4. Decorative signs, sprinkler systems, trees, landscaping mounds, light poles, gates or other such ameneties are not permlttedin right -of -way. Sanitary Sewer Note: The elevation of the lowest finished floor having gravity sewer service must be at least one (1) foot above the lowest top of casting elevation of either the first upstream or downstream manhole on the gravity sewer to which the connection is to be made. Connect any existing field tiles to storm sewer. Note: Hydrant Location Needs to be 2' to 3' from back of curb. Legend SA Sanitary Sewer With Manhole and 6" Lateral ST Storm Sewer with Inlet B. S. L. Building Setback Line - - - -- U.. & S LE - ......... Utility and Sanitary Sewer Easement M FFE Minimum Finish Floor Elevation 000 910.50 FL Swale with SSD and Elevations W Water Line 0 Monument set R -D.E. Regulated Drainage Easment WENJIE & JIAN CHEN ZHENG 1395 KINGSGATE DRIVE CO / KINGSBOUROUGH, LOT #89 COMMON AREA KINGSBOUROUGH COMMUNITY ASSOCIATION PARCEL NO. 17- 09- 22- 00 -14- 020.000 PARCEL NO. 17- 09- 22- 00 -14- 004.000 / Q/ 900_ - 9'06 0' 0 5" EX. STORM INLET TC.= 896.27 - INV.= 893.15 - ._. EX. STORM INLET ' -- - - -- - TC. _ ? ?? ?? - =7777- 7777-- 7777. - �\\v,i�,�,�g�� �' ,r�% 6, 'J / 898.5 '10 t CaP� /� '� /�l► aul - % ';�� 810- LE r 000--000 - _ -°°° --- -°°° -� x°°°`'1 -- 7777- 7777 -- °°° - -- -- -- - - -� --- , -- co . - -- ----------- .,` , , STR #101 -" NEW STORM : M Uj _ - - --" -- �C � 965 0( - TO M -. -' - ., - . =8 R�. -1712 RC . L -- =- V.0 (W-12' RCP EX 12" RCP INV.= 892.59 F�'1�� m EX. STORM INLET 175 ) 95: 898.0 TOP - BERM` ' TC.= 895.50 INV.= 891.73 INV.= 891.63 �W-12"� N -18" ,� 6 PERF PVC PIPE O I 900.25 FL O �t M FE 0 A ATED PIP 00 RO CTURE Z C) J 895.5 i , low E O N = 21, _ m o - N LOT 3 WYE &LAT SAN. 0 . r- Ir- 21, 780 S.F. STA. 2 +71 LAT. w RA NA E, Ul LI , F 0.50 AC. � MH #731 A I cv AN S AP M 00 C14 J C. =899 50 r _ NV. =88 .51 NE) O 97.50 C> BACKFLOW VALVE ( p • & CAP LINE rn 0 ' 4' PE PIPE ?85 OF 1 -3 / 20' DRAINAGE & 5 X15' UTILITY ESMT BORE PIT z f.�, ; f - 900.25 FL 898.21 L °°_°.`.,. BIO -SWALE o W 18� 00' §9 897.66�'C _oao ppO_ W - w w W ................ _ - N89 °06'2 "€ 14-0....0-2' o. ID= - - - - -- - - - -- .� 3 898.00 FL -- . r -- -------- - - - - -- -- --- - j O z 20' DRAINAGE & UTILITY ESMT i w o FL 89.8.59 $� , Er o CD 340' OF 2' PE PIPE z i _V AL &CAP IJNE r Cn 01 O Q i _ o 11 215' OF 1 -3 4' PE PIPE WYE &LAT y v2 \ �a Q cn N w� STA. 2 +90 , ; ° _ N WYE & LAT I i -W � I I� BACKFLOW VALVE & CAP LINE I , \ w z rn > l STA. 2 +79 i a a z V 00 o ILL \.. I y, �$ z¢ N J w I I rn i o �" a) o � - 7 _899.38 '- LOT 2 ! J LO 1 - W . moo- 329663.66 S.F. W °o cn Of , Q LOT 1 898.70 FL N a �o 0.75 AC.� � J $� \ Z q - 2 92 S.F. -- � ' • -} - w 0 0.54 AC. W c� cv i sz a a i / ` =► '\ \ C) , , ° �$o , out a r� r` U NXIII 890 DATUM ELEV 885.00 Lf 6 6 a 0+00 1+00 2+ 00 3+00 N . CO 0000 00 CC) co tzzo )6 F- I-- F-- p��� �>>> _zzz � .•�G1 ST ERA,•. G'� ; N0. 910326 STATE OF - N S/ ANAL GENERAL SITE NOTES 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT OF ANY CONFLICT AND /OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL CONDITIONS. 3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GU ARAN TEED. 4. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ETC. 5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. 6. ALL GRASS AND /OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 7. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 8. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 9. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. 10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: OWNER 11. REPAIR, REPLACE OR MAINTAIN ANY /ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION. 12. FOR ALL WORK WITHIN LIMITS OF RIGHT -OF -WAY SEE D.O.T. STANDARD DETAILS. 13. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 14. ALL RADII SHALL BE 5' UNLESS OTHERWISE NOTED. 15, ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR LOCAL AGENCIES, THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNING AGENCY. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER EXCEPTIBLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 19. ALL PAVEMENT MUST MAINTAIN 2' FROM THE SANITARY MANHOLE CASTING. 20. 6' WALK TO BE INSTALLED IN COORDINATION WITH THE DEPARTMENT OF PUBLIC WORKS. BENCHMARK USGS BRASS TABLET MARKED 93RHP DATED 1951 SET IN 4'X4' CONC. POST AT S.W. CORNER INT. 146TH AND DITCH ROAD 16' S. OF 146TH AND 23' W. OF DITCH ROAD 6' S.W. OF PWP AND 4' W. OF N.E. CONER FENCE POST. ELEV.= 903.373 SANITARY SEWER NOTES: 1. ALL MANHOLE COVERS SHALL BE TRAFFIC BEARING, NON- ROCKING DESIGN WITH NON- PENETRATING PICK HOLES. THE COVER SHALL BE CAST WITH THE WORDS SANITARY SEWER IN 2" LETTERS RECESSED FLUSH WITH THE SURFACE. 2. SANITARY SEWERS SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 MEETING ASTM D3034 SPECIFICATIONS. ALL SEWER MAINS SHALL HAVE A MINIMUM DIAMETER OF 8 °. ALL PIPE SPECIFIED SHALL SUPPORT ANTICIPATED LOADS. 3. PIPE JOINTS SHALL BE FLEXIBLE GASKET PUSH -ON COMPRESSION TYPE ASSEMBLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. SOLVENT WELD JOINTS ARE NOT PERMITTED. 4. BEDDING FOR PVC PIPE SHALL CONFORM TO BEDDING CLASSES I, II OR III, AS DESCRIBED IN ASTM D2321, FLEXIBLE SEWER PIPE INSTALLATION REQUIREMENTS. 5. ALL SEWER PIPE SHALL BE LAID USING PIPE LASER EQUIPMENT FOR BOTH VERTICAL AND HORIZONTAL ALIGNMENT. 6. MINIMUM ALLOWABLE COVER SHALL BE 4' -0" OVER TOP OF PIPE. 7. ALL SEWER MAINS SHALL BE DEFLECTION TESTED WITH AN 11 POINT, 5% MANDREL AFTER COMPACTED AGGREGATE IS IN PLACE FOR ALL STREETS. FLEXIBLE PIPE WILL BE TESTED AFTER BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. ALL PVC PIPE FAILING THE MANDREL TEST SHALL BE REBOUNDED IN PLACE OR AN ALTERNATE METHOD APPROVED BY THE HCRSD IF REPAIR REQUIRED, SEWER SHALL BE RETESTED 30 DAYS AFTER REPAIR IS COMPLETE. 8. ALL SEWER MAINS SHALL BE LAMPED AT THE TIME THE MANDREL TEST IS CONDUCTED. ALL MAINS SHALL BE TRUE TO ALIGNMENT AND GRADE. 9. ALL SEWER MAINS AND LATERAL CONNECTIONS SHALL BE AIR TESTED IN ACCORDANCE WITH "MODEL SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN INDIANA." ALL SECTIONS FAILING AIR TEST SHALL BE REPAIRED AND RETESTED. 10. THE MAXIMUM ALLOWABLE VERTICAL DISTANCE BETWEEN ANY INFLUENT LINE AND THE EFFLUENT MAIN SHALL BE 6" FOR TYPE 'A' AND 'C' MANHOLES. ANY DISTANCE GREATER THAN 6" SHALL REQUIRE A TYPE 'B' MANHOLE. 11. ALL EXTENSIONS SHALL BE INSTALLED AT MINIMUM GRADES. Construction Notes: 1. For Granular Backfill locations, see Plan & Profile Sheets. 2. Storm sewer outfall pipes into ponds to have rip -rap protection. See the Erosion Control Plan for details and locations. 3. V here storm sewer crosses mounding, lower the mounding to be a maximum of six feet (6'), maintain an opening of ten feet (10') wide. 4. Decorative signs, sprinkler systems, trees, landscaping mounds, light poles, gates or other such ameneties are not permlttedin right -of -way. Sanitary Sewer Note: The elevation of the lowest finished floor having gravity sewer service must be at least one (1) foot above the lowest top of casting elevation of either the first upstream or downstream manhole on the gravity sewer to which the connection is to be made. Connect any existing field tiles to storm sewer. Note: Hydrant Location Needs to be 2' to 3' from back of curb. Legend SA Sanitary Sewer With Manhole and 6" Lateral ST Storm Sewer with Inlet B. S. L. Building Setback Line - - - -- U.. & S LE - ......... Utility and Sanitary Sewer Easement M FFE Minimum Finish Floor Elevation 000 910.50 FL Swale with SSD and Elevations W Water Line 0 Monument set R -D.E. Regulated Drainage Easment EX. STORM INLET TC. = 89 8.53 EX. STORM INLET 30 TC.= 895.50 INV.= 891.73 W -12" INV.= 891.63 (N-18 " CTU RE sT� N0. _ 910326 STATE OF �,� •• Z. F..N D ASP..•.. ;,ass ..... ��``; GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 f t. CK F— 900 PROPOSED GRADE- DA TUM E'LE'V 0) C6 00 Nt �0-) �p N 60-) 0') 00 00 II O ( F- Lq Z —O 00 .WW U>> j --- : Z Z �4. 44' Of 12}> cp @ 1.0070 0 +00 EXISTING GRADE SCALE: HORZ: 1 " = 50' VERT: 1 " = 5' Let-f end SAN Sanitary Sewer With Manhole and 6" Lateral ST Storm Sewer with Inlet B.S.L. Building Setback Line ------- - - - - -- U . &S. E. .. ........ ............. utility and Sanitary Sewer Easement M F F E Minimum Finish Floor Elevation �. O r91.0.507j, FL Swale with SSD and Elevations O Water Line W O. 0,1-1- �- �. i W O wa �I (n O O MU� I Q N 7— _ N z a� I N w �W r- O o� o r� Z Li _ U •\ n �. sT� N0. _ 910326 STATE OF �,� •• Z. F..N D ASP..•.. ;,ass ..... ��``; GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 f t. CK F— 900 PROPOSED GRADE- DA TUM E'LE'V 0) C6 00 Nt �0-) �p N 60-) 0') 00 00 II O ( F- Lq Z —O 00 .WW U>> j --- : Z Z �4. 44' Of 12}> cp @ 1.0070 0 +00 EXISTING GRADE SCALE: HORZ: 1 " = 50' VERT: 1 " = 5' Let-f end SAN Sanitary Sewer With Manhole and 6" Lateral ST Storm Sewer with Inlet B.S.L. Building Setback Line ------- - - - - -- U . &S. E. .. ........ ............. utility and Sanitary Sewer Easement M F F E Minimum Finish Floor Elevation 00o r91.0.507j, FL Swale with SSD and Elevations Water Line W Q Monument set R.D.E. Regulated Drainage Easment EROSION CONTROL MEASURES AND SCHEDULE 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES SILT TRAPS AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A CONSTRUCTION ENTRANCE OR SOME OTHER APPROVED EROSION CONTROL PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED ONTO EXISTING ROADWAYS OR PAVEMENTS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION, WHENEVER POSSIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. WHEN GRADING IS COMPLETED, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4, ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 8. ONCE ONSITE EROSION AND SILTATION OF THE SITE WILL NO LONGER OCCURS. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. q. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 10. EROSION CONTROL IS TO COMPLY" WITH INDIANA 327 IAC AND RULE 5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 11. THE COUNTY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. *fm * = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER ** = IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD STORMWATER POLLUTION REVENTION SCHEDULE A = KENTUCKY BLUEGRASS 100 LBS /ACRE; CREEPING RED FESCUE 100 LBS /ACRE; STRAW MULCH ACRE OR ADD ANNUAL RYEGRASS 20 LBS ACRE PLUS 2 TONS S MULCH/ ACRE, , / AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. B = KENTUCKY BLUEGRASS 120 LBS /ACRE; CREEPING RED FESCUE 120 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS./ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. C = SPRING OATS 3 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. / D = WHEAT OR RYE 2 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY _ _ 400 -600 LBS. /ACRE OF 12 12 12 ANALYSIS, OR EQUIVALENT, FERTILIZER. E = ANNUAL RYEGRASS 40 LBS /ACRE (1 LB /1000 SQ. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS./ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. F = SOD G —STRAW MULCH 2 TONS ACRE SEA S 0 NAL 501 RO P TEC TION CHART STABILIZATION PRACTICE JAN . FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING WEEKLY, AFTER STORM EVENTS AND A , . -m_DED A - :.;:: TEMPORARY DIVERSIONS WEEKLY, AFTER ST "RM EVENTS AND A `ctDED ALONG � ^�'IT!� QOUGH GRADIrIG TEMPORARY SEEDING WA R AS NEEDED AFTER - :.;H GRADING PERMANENT SEEDING WA -_R AS NEEDED EROSION CONTROL MATTING WEEKLY, AFTER :ARM EVENT`. AD AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER RM EVEN` AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION ..;..:.;..::.. . ;: ; ; ;:..::..:.: ; :.......:..... SEED, SOD & LANDSCAPE ARO[_IND : A: NEEDED AFTER FINISHED GRADING AFOUND FINISHED UNITS LB /AC DORMANT SEEDING B N _1 /A , _R ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION 3 R ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE TIMOTHY g ABOVE 50 °, MULCH, THEN APPLY ::............... :........ >:::;;:: TEMPORARY SEEDING SEED OVER MULCH WHEN SOIL TEMP C E IS BELOW 50 °. INCREASE SEEDING WHITE OR LADINO CLOVER 1 -2 RATES 50 %. RYE, WHEAT OR OATS 2 BU /AC y * `... SODDING ** OEM __ 1 pill -- �. - -rQ�. ___ -..� _7. ..:.:....:.:..:...:..:.:..:... .... . .:..::........:......:.......:. ....:.::: ;:::......... ..:.... ..._ ...... ... >::::. ;::::.::: <:::::: ;: MULCHING G :...:...... *fm * = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER ** = IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD STORMWATER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE TEMP DIVERSION SWALE & SILT FENCE AS NEEDED PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS ' :COED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND A , . -m_DED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER ST "RM EVENTS AND A `ctDED ALONG � ^�'IT!� QOUGH GRADIrIG TEMPORARY SEEDING WA R AS NEEDED AFTER - :.;H GRADING PERMANENT SEEDING WA -_R AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER :ARM EVENT`. AD AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER RM EVEN` AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTEF =: NTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED, SOD & LANDSCAPE ARO[_IND : A: NEEDED AFTER FINISHED GRADING AFOUND FINISHED UNITS LB /AC DURING THIS PERIOD, IF SOIL TEMP. SMOOTH BROME GRASS REMOVAL OF STRAW BALES _1 /A , _R ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION 3 R ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE TIMOTHY _R ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED EROSION CONTROL MEASUR. MAINTENANCE Rat CREMENTS SILT FENCE MAINTENANCE REQUIRr `'WS 1. INSPECT SILT FENCE AFTER Ef STORM EVENT. 2. IF FENCE FABRIC TEARS OR Er­ RE - . —HE AFFECTED AREA IMMEDIATELY. 3. REMOVE SEDIMENT WHEN IT R. ,HES HALF THE HEIGH FENCE AT ITS LOWEST POINT OR IS CAUSINC -HE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAI AGE AREA HAS BEEN REMOVE ALL FENCE AND SEDIMENT, BRING DISTURBED AREA ► = ` !_; ;ND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTE" „,';`ANCE REQUIREMENT”: 1. INSPECT TEMPORARY SEDIMENT SAP AFTER EACH c,' 2. REMOVE SEDIMENT WHEN IT HA "_: 'CCUMULATED TO ' I E --- DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FA(- G IF CLOGGED. AN R -ED IF N ECE�) Y 4. INSPECT VEGETATION, D E ,, .i 5. PROMPTLY REPLACE ANY DISPL.y -', :.ED RIPRAP. 6. AFTER ALL DISTURBED AREAS � `,,VE BEEN STABILIZ RE%l I HE STRUCTURE AND SEDIMENT, BRING THE DIS _. ,) .BED AREA TO GRAD. -. ND STABILIZE. EROSION CONTROL BLANKET MAIN TE_ :,'.=ONCE REQUIREMENTS BLS `:ET PERIODICALLY ANT:- TER EACH STORM EVENT. 1. INSPECT EROSION CONTROL 2. IF ANY AREA SHOWS EROSI(0N, ,,-)D SOIL AND RE— SEE.`, IE AREA, RE —LAY AND STAPLE THE BLANKET. AFTER VEGETATIVE COVER IS TABLISHED, CHECK TH I -:A PERIODICALLY. IPORARY CONSTRUCTION ENTRA. ,SCE MAINTENANCE REQU i -` ENTS k. INSPECT ENTRANCE WEEKLY Al AFTER EACH STORM -NT OR HEAVY USE. RESHAPE ENTRANCE AS NEED :: FOR DRAINAGE AND I•,'c. DOFF CONTROL. ADD CLEAN STONE AS NEEDS..` , IMMEDIATELY REMOVE MUD Ail;,., SEDIMENT TRACKED Of"' `'!ASHED ONTO PUBLIC ROADS BY BRUSHING OR S~4 "v'E :SING. FLUSHING SHOUL = :: _' NLY BE USED IF THE WATER IS CONVEYED INTO A DIMENT TRAP OR BASIC,. REPAIR ANY BROKEN ROAD F- VEMENT IMMEDIATELY. EROSION CONTROL LAYOUT SCALE 1 " = 40' l I T T i0l T,XTTA INLET SEDIMENT PRO -: ��T ON t °—° (SEE DETAIL_) STRAW BALE DAM (SEE DETA L) C, N0. 910326 STATE OF F Di AN. �N /ONAL '1111111111��`` NOTE: DRAWING IS FOR EROSION CONTROL ONLY 2" TO 3" AGGREGAT 6 " MIN G� STABILIZE FOUNDATION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SEED MIXTURES: AEAS TO BE SEED, ^: : -' BLANKETED OR HYD. :► CEDED 1 AREAS TO BE LAND_ :,�,F'r[ = =D -- -- _SEED P R AN _ SEEDED W/ E r4 P�- 0 / GRAVEL ENTRANCE SPRING OATS 3 BU /AC PERMANENT SEEDING 40 EROSION CONTROL BL_ ,SET SF SILT FENCE 40 DITCH (CL) INLET SEDIMENT PRO -: ��T ON t °—° (SEE DETAIL_) STRAW BALE DAM (SEE DETA L) C, N0. 910326 STATE OF F Di AN. �N /ONAL '1111111111��`` NOTE: DRAWING IS FOR EROSION CONTROL ONLY 2" TO 3" AGGREGAT 6 " MIN G� STABILIZE FOUNDATION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SEED MIXTURES: TEMPORARY: PERMANENT: WHEAT OR RYE OR, 2 BU /AC LAWN AND HIGH MAINTENANCE AREAS: SPRING OATS 3 BU /AC KENTUCKY BLUEGRASS 40 LB /AC CREEPING RED FESCUE 40 LB /AC DORMANT SEEDING: OR, PERENNIAL RYEGRASS 170 LB /AC (TURF TYPE) TO BE USED DURING PERIODS WHEN AND WHEAT OR RYE 2 BU / AC SOIL TEMPERATURES ARE TOO LOW FOR SEED GERMINATION, ( ±50° F, ALTERNATE SEED MIXTURE FOR DRAINAGE AREAS: APPROX. NOV 15 THRU FEB IN IND.) KENTUCKY BLUEGRASS 20 LB /AC DURING THIS PERIOD, IF SOIL TEMP. SMOOTH BROME GRASS 10 IS BELOW 500, APPLY SEED & SWITCH GRASS 3 MULCH AS USUAL.. IF SOIL TEMP IS TIMOTHY 4 ABOVE 50 °, MULCH, THEN APPLY PERENNIAL RYEGRASS 10 SEED OVER MULCH WHEN SOIL TEMP (TURF TYPE) IS BELOW 50 °. INCREASE SEEDING WHITE OR LADINO CLOVER 1 -2 RATES 50 %. RYE, WHEAT OR OATS 2 BU /AC FERTILIZE W /1000 LB 12 -12 -12 /ACRE MULCH WITH 1 112 TO 2 TONS STRAW PER ACRE NTS 3 _ - �t TOPSOIL BACKFILL _ 6' MAX. 1 #5 WASHED GRAVEL 1' MIN. (INDOT STD. SPECS) OR APPROVED EQUIV. `- 6" MIN. PERFORATED SUBSURFACE TILE SHAPED BOTTOM OR 4" OF #8 WASHED GRAVEL BENEATH TILE 3 v `-ENDS OF BLANKET TO BE v i TURNED DOWN AND BURIED SWALE CHANNEL TO BE LINED WITH AN 6' FLAT S150 EROSION CONTROL BLANKET BY NORTH AMERICAN GREEN OR APPROVED EQUAL TYPICAL SWALE DETAIL SCALE: NONE 2 0' 10' TO DRY POND -,r— 3:1 MAX. CL OF FLOW Q0 TEMPORARY SWALE 3:1 MAX BOTTOM LINE OF - TEMPORARY SUMP F--) i A N i 20' TEMPORARY SWALE GRADE FLOW 1 TEMPORARY SUMP GRADE � F_ /� T 1 /1 N I NOTE: A. TEMPORARY SILTATION SUMP SHALL BE USED IN ALL AREAS SHOWN ON THIS PLAN UNTIL A FINAL VEGETATION COVER HAS ESTABLISHED SUFFICIENTLY. B. TEMPORARY SILTATION SUMP TO BE CLEANED AND MAINTAINED PERIODICALLY DURING DRY PERIODS AND AFTER EASH RAINFALL EVENTS BY THE CONTRACTOR. SEDIMENT TRAP SUMP FOR SWALES DETAIL- NTS No. Date Revision I IO/01/07 REV. SAN. & LANDSCAPE �ENGIN]EEIRIN G- 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485 -0000 1 SET POSTS AND POS EXCAVATE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. TRENCH 4"X4" \ - 2 STAPLE THE WIRE —�_ ,: WIRE MESH FENCING FENCING TO EACH POST is 3 ATTACH THE ACKFILL THE FILTER FABRIC ' BENCH AND FILTER FILTER FABRIC TO THE WIRE FABRIC :IMPACT THE FENCING AND .AVATED SOIL. EXTEND IT INTO THE TRENCH I I ELEVATION SILT FENCE EROSION CONTROL PLAN FORESTAL ESTATtl.`�,D` CARMEL CLAY TOWNSHIP Design By Drawn By CCB TJW I- - -- HAMILTON COUNTY ;w INDIANA Checked By Approved By CCB CCB Date 09/17/2007 Job No. 07 -034 Scale ,.S SHOWN Sheet No. C500 STORMWATER POLLUTION PREVENTION PLAN PURPOSE: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. FACILITY DESCRIPTION: The building consists of a two story church for worship services on Sunday and meeting throughout the week. The building will have city sewer and water. There are no above or underground tanks at this facility. SCOPE: Definitions: Oil: means oil of any kind or in any form, including but not limited to petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream. FIRE CONTROL: a) Portable ABC fire extinguishers are located throughout the building. b) The Clay Township Fire Department Station 42 Station 43 3610 W. 106th St. 3242 E.106th St. Carmel, IN Carmel, IN 46032 317-733-1480 317-571-2631 00 t ` I % I I I I I I I , , I , .1\ - , ,\\0 C. /, -1 �� ............ ,& / /I % . .. , :R�...-­b\ST&�,.410, - - , ,2,, � . (3�: .. 01 6.... ;i<\ -_ . : NO* : . - : : - : 910326 : : . .: :: . -;b '.. STATE OF ..: 4j- -z . - . ' '*"* DlAkk.- 1, ��'% *.... .... sl ..... IC3 1 :* \\\ " OM '� \\\ 1011111011\\ . — GRADE > 21".,' PLAN REVIEW AND AMENDMENTS: I . '77----�-�o ` This Plan shall be reviewed and/or amended, if necessary whenever co I * * there is a change in the corporate boundary, construction, operation, or _ maintenance which materially affects the site's potential for the discharge of regulated material. 20 FOOT MINIMUM, I PUBLIC ROAD � DIVERSION RIDGE .. . I I . . . 15) - - - -------- I � ) I I 2. Drainage System REQUIREMENTS . All storm drainage leaves the office site by gditches ancloed storm systems to the north and into the lel drain along the MATERIAL: 2-3 IN. WASHED STONE (INDOT CA NO.2) OVER A STABLE FOUNDATION. South side of 141 st St., into a detention pond, and ultimately into Henley Creek, Williams Creek and White Creek. THICKNESS: 6 IN. MINIMUM 3. Possible Spill Source: The possible sources of an oil spill are limited to parked WIDTH: 12 FT. MINIMUM OR FULL WIDTH OF ENTRANCE EXIT ROADWAY, WHICHEVER IS GREATER. cars/delivery trucks leaking. Other possible sources of spills would be from refueling lawn mowing or other yard equipment. These types of pills LENGTH: 50 FT. MINIMUM. THE LENGTH CAN BE SHORTER FOR SMALL SITES SUCH AS FOR AN INDIVIDUAL HOME. would be contained immediately with absorbent materials, such as saw dust, kitty litter or sand. 4. Groundwater Contamination WASHING FACILITY (OPTIONAL): LEVEL AREA WITH 3 IN WASHED STONE MINIMUM OR A COMMERCIAL RACK, AND The facility maintains NO above ground or under ground storage WASTE WATER DIVERTED TO A SEDIMENT TRAP OR BASIN. tanks at this site. Therefore, it is felt that there is little or no possibility of groundwater contamination. The facility does have GEOTEXTILE FABRIC UNDERLINER: MAY BE USED UNDER WET CONDITIONS OR FOR SOILS WITHIN A HIGH city sanitary sewer and city water. SEASONAL WATER TABLE TO PROVIDE GREATER BEARING STRENGTH. 5. Potential airborne polluntents are, Diesel Exhuast, Burning of trash and wind borne silt and looses from site construction equip. INSTALLATION 6. Use designated area to contain fuels and other contaminantes. . Use secondary containment for these items. 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADS. ALERT PROCEDURE FOR SPILLS: 2. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA, AND GRADE 1. Any personnel observing a spill of oil will immediately instigate the AND CROWN FOR POSITIVE DRAINAGE. following procedure: a) Dialing (91 1) from any telephone. 3. IF SLOPE T b) Notify the owner of the land. (317) 819-2109 OWARDS THE ROAD EXCEEDS 2%, CONSTRUCT A 6-8 IN.-HIGH WATER BAR (RIDGE) WITH 3:1 c) Notify the Hamilton County Emergency Management Agency SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 FT. FROM THE ENTRANCE TO DIVERT RUNOFF AWAY at (317) 770-3381 FROM THE ROAD. d) Notify the Fire Dept. 2. The Emergency Coordinator will then take the following actions: 4. INSTALL PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. a) Notify maintenance to barricade the area allowing no 5. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE vehicles to enter or leave the spill zone. STABILITY. b) Notify the Indiana Department of Environmental Management Office of Emergency Response by calling the appropriate telephone number: 6. PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION CONTROL PLAN, LEAVING THE SURFACE Office: 317-233-7745 SMOOTH AND SLOPED FOR DRAINAGE. Toll Free: 800-233-7745 Also the National Response Center at 800-424-8802 and 7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN. provide the following information: Time of observation of the spill MAINTENANCE • Location of the spill * INSPECT ENTRANCE DRIVE AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM Identity of material spilled • Probable source of the spill EVENTS OR HEAVY USE. Probable time of the spill NEEDED FOR DRAINAGE AND RUNOFF CONTROL. • Volume of the spill and duration * TOPDRESS WITH CLEAN STONE AS NEEDED. Present and anticipated movement of the spill * IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY • Weather conditions BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO Personnel at the scene A SEDIMENT TRAP OR BASIN. • Action initiated by personnel * REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. c) Notify the Clay Township Fire Department Phone: 9 -1 -1 d) Notify the Boone County Sheriffs Department Phone 9-1-1 COMMON CONCERNS e) Notify waste oil recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. INADEQUATE RUNOFF CONTROL -- RESULTS IN SEDIMENT WASHING ONTO ROAD. f) Coordinate and monitor cleanup until the situation has been STONE TOO SMALL, PAD TOO THIN, OR GEOTEXTILE FABRIC ABSENT--RESULTS IN RUTS AND A MUDDY stabilized and all oils has been eliminated. CONDITION AS STONE IS PRESSED INTO THE SOIL: ADD MORE STONE. g) Cooperate with the IDEM-OER on procedures and reports involved PAD T00 SHORT FOR HEAVY CONSTRUCTION TRAFFIC--EXTEND THE PAD BEYOND THE 50-FT. LENGTH AS with the event NEEDED. CLEAN-UP PARAMETERS: PAD NOT FLARED SUFFICIENTLY AT ROAD ENTRANCE--RESULTS IN MUD BEING TRACKED ONTO THE ROAD 1. The Emergency Coordinator shall be continually kept informed by his AND POSSIBLE DAMAGE TO THE ROAD EDGE: WIDEN STONE ENTRANCE AND REPAIR ROAD DAMAGE. staff and maintain lists of qualified contractors and available UNSTABLE FOUNDATION--USE GEOTEXTILE FABRIC UNDER TH PAD AND/OR IMPROVE FOUNDATION DRAINAGE. Voc-trucks, tank pumpers and other equipment readily accessible for cleanup operations. In addition, a continually updated list of available TEMPORARY absorbent materials and cleanup supplies on site will be at his disposal. 2. All maintenance personnel will be made aware of techniques for CONSTRUCTION E N TR A N C E I prevention of spills of petroleum materials. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of oil spills and/or necessary alterations to this plan 3. When spills occur which could endanger human life and this becomes a primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management 5. Flushing of spilled materials with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. SAND BAGS PROPOSED DRY WELL INLET PA VEMEN T PRE VEN T PIPING�-, PLACE EROSION CONTROL FABRIC OVER THE CASTING INLET FLOW 1. FILL GEOTEXTILE BAGS APPROXIMATELY HALF FULL W/ TH 2 TO J INCH S TONE OR GRA VEL. 2. OVERLAP BAGS AROUND INLET AND EXTEND A M/N- IMUM OF 3 FEET AWAY FROM CASTING. 3. FOR ADDITIONAL LAYERS, OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE-BAG GAP IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. 4. PLACE BAGS IN AN ARC ,AROUND INLETS THAT ARE IN A SUMP POSITION. 5. S_/:_T UP SAFETY /TRAFFIC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAUSING POSSIBLE INJURY. 6. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. INLET PROTECTION DETAIL TOP VIEW SAND BAGS CONTRACTOR SHALL SURROUND ALL EXISTING DRAINAGE STRUCTURES W1 SAND BAGS. THESE SILT CONTROL DEVICES WILL BE MAINTAINED BY THE CONTRACTOR UNTIL ENGINEER AUTHORIZES REMOVAL. WHERE STRUCTURES ARE PLACED IN PAVED SURFACE AREAS, EROSION CONTROL MEASURES CAN BE REMOVED WHEN PAVING IS STARTED IN THE AFFECTED AREA. NOT TO SCALE 1 3• 1 1.5, 3• 1.5' 1 11--3 �--1 - - " 10 '10 - * I' X X X to X X I 1 STAPLE PER SO. YD. 1 112 STAPLE PER SO. YD. 2 STAPLE PER SQ. YD, GENERAL STAPLE COMMENDATIONS 300 275 250 225 SLOPE 200 LENG TH 175 FEET 150 125 100 75 50 25 - C B C C C B A A B I B NOTE: INSTALL NORTH AMERICAN S150 EROSION CONTROL BLANKET OR APPROVED EQUAL. 4:1 3:1 2:1 1:1 CHANNEL LINING NO TES.- SLOPE GRADIENT PA VEMEN T OR STAPLE EXISTING GRADE 1. BEGINNING A T THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT TRENCH AFTER �E OVERLAP P EXISTING VET T 0" STAPLE "" L L X,, TIN,, GRADE OYERLAi' STAPLING. 1,%6 " 2. THE EDGES OF PARALLEL BLANKETS MOST BE / STAPLED WITH APPROXIMATELY 2" OF OVERLAP J WHEN BLANKETS MUST HE SPLICED DOWN THE SLOPE, H PLACE BLANKETS END OVER END (SHINGLE STYLE) 4// TH APPROXIMATELY 6" OF OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 72" APART. EROSION CONTROL BLANKET DETAIL I I / I � , , I EROSION CONTROL - RIGHT-OF-WAY I THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 25 FEET ONCE THE CURB HAS BEEN ED. MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PEEIVOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: SYNTHETIC FILTER FABRIC REQUIREMENTS — PHYSICAL PROPERTY REQUIREMENTS FILTER EFFICIENCY 75% (MIN) — TENSILE STRENGTH AT EXTRA STRENGTH- 20% (MAX) ELONGATION 50 Ibs./lIn. in. (MIN) STANDARD STRENGTH- 30 lbs./lin. in. . FLOW RATE 0.3 gal. /sq. ft. /min. (min) I 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1­33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEY. 4. STAKES FOR FILTER FENCES SHOULD BE 1"X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5, "'IRE FENCES REINFORCEMENT I-OR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6". CONSTRUCTION 1. THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36" (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). 2. THE FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3 POSTS SHOULD BE SPACED A MAXIMUM OF 10' APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12"). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'. 4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY I" WIRE STAPLES, TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 2" AND SHOULD NOT EXTEND MORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE, 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND 8" OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES. 7. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 APPLYING. 8. 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I., I "I � 0 00 SAMPLE EROSIIO�j SEDIMENT CONTROL PRAC110E PLAN FOR A TYPICAL ,.:;. -;.",;;;.,��zzaz;- �;;��Uu ��;zzu=..;�z;;;�-�;,:;":;:-:�:::,' � ONE— OR TWO—FAMILY DWEWNG UNDER CONSTRUCTION ""-,;,��,� ': sck-L. t, -f"CIE - -------- � - I -­ I I PuV11101W111 I P> A R T7 � S C �AP E 10/0 1/071 REV. SXN�. & LANDSCAPE 0 :E 1\T II I 1\,T ]E __E IR, 11\T � 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485-0000 INDIMDUAL LOT EROS ON CONTROL PLAN LEGEND ---------- ­ . �;Zzl r'$?CPEIRTY U-NE1111 I � . . I SW LJ D RCP I N';1 F.. PROTECTION! I I a i SILT 111141r,111 I , ./­­ I—— -,\ , , � : 1­1 ........... ...... ........ •- ••--- •--- _..... ANSHED DPA�NACE : � i 1-1 11: A I 1111� UTIUZAT.ON .M•...... .... _11-I.- ............... I .... 11­11'1�. Ek'STNG' 1D'RAiNAGF --- __ P " 'L Z*� Z-, (D PEP44,'ENT -IIEEDNAC, a- � ,� TRE'El C'C11t16:1ERVATi0N I�1» Ll CURB �NLFT PPIOTECT-0f4 . ... . . . , , I , , ''"* $1. I .11, , -, .. - " GF`,41:1 EWRANCE / I .� -XiT PAD _'_'____ 1 PROVISIONS FOR ERC6,10N AN" S DIMENT (,00ROL. ;'-)N INDiAD-AL zBU011NG 1 OTQ- :1 1; t.4 .1 V9 : �1; � I/. ! 1, The individiud lot operctor, wilether ,�.'Wfl nq th�,- prf�;�,�, +11; or Qr,finq as the 0" A 04 � I . pr : . .1 : tn erosion " on ffik' PfcT;tN1Y Vwrie'rl sh(I'll be r,eapnsib1c, nor d sediment cortrol requifernvAs a-,>S,_,,6atc-,,i wit 0_-'_fMiV_-'1, or. indiv,duol lc-&�,, 11 4. Temr-p­ I i : OrOr-f :t'*-dr,-d OrO�ls 0�-Aot,lishied by •t'!i�, &*�c;)er at be mi3intain,nd by hamebu�:6�r cad WS r,ub-contracilor��. 4"': ., I : ,� t�o ,� : , 1. Ilp"t .er!ce!'�, ve'riou,-��y iinstQfletl will be - moinh�ned. . . ,), lm,Aalidkon and mdr-te,"'Ince of 0 �atoble C�:,ns+ructi,_ - � m s:t. $xcess dfi kom the h,­3�>e /'�,,it_' to the stre,�A/dh-y ball be installed, c�on,-�istinq ., `1 r . . . , o� Number 2 S,wne., 6' tf* c,r,d ,3 minimurr, of 12' wide, Top dr"�s os .,),,,C�d<�.d. ,fhi,, gjh,�.Ij b- I _, , utilized for �rk . �,,, in IZ % , .1 & 1 try: ' b 'he stred/ Ilo,y sholl b;, pri<rllp't;;"" r-'Inow'd On phxf,d "'n ,- st;a°ole ^V'ren" ftter shgj� r.0i b : Mud Or ,,d&ns> into the �tol-rrll i,Iewiar :�')>-Af,;n, � e usd to flush S�J, , : , 1n,;t<;'k;4if:.') <,­d rnoir-.��niailu of approp-6�te perjnet,��r cr.,- � _fsj�rl Qrld �-p , _,�.Jim..e'nt ,C�->ntrj�,J , . ' ln-�,,i��iures pi'iclr to lor.-d dil�tlurbarce- A silt f,�ncp, :,,, to bf,- �;I-Mofled 0�og dh . I , Curb of thf; -rout pr("e�ly F :�i-, ,�md dmg the dley or at tt�e ed,p of ti ,.e I , , ,.e r-,.Ir drC-iwoge ezvmmt. T6, silf firm. sholl t� r,­cI'r�.iQ':-.--,S,1d unt.1 pNrmcn�n4 v�qetotti;,n ( �_l I ,qr,�St) i�; C--,t,*i_--: ed 5, _Sledimrmt dlsc: ho'qe onfj 11rccking from ec.-h k,t m,.��t b(, --minhized t1roughout lh.; �, . : Jorsc , dk tutirq act:'i,rilie%� or, the 1�-,t ,jn�il alt : sari - � pwrl"Onent 1Aab,11,:-,-QU:,,,�n 110,3 bQ.��v ochieved, .1h � _.� 6, Geari­...,p of sed,:-Mf-,,-13t at is ei�II tr,,-;��ked ,,�f wash onto r�)uds, Lulk deming Df " . i?d�ment �,�,,,A n(A 4, *ud .1 wQtc,r, Cle,c.r,�d F>�edhent nnust be ' 4 'r.1 4,C, fwshiq Ine Cr �o wit, '. k . 1� I I " red,str`nb�d or dispo,--ed c , th�lt is in com l';ance with. �ajl �C.�- ,,-' : ,A� . ,I � t : : .A in a im�rn-r . . Ppl; at�:e , A: �es ,,nd roles. Z Adki-1,e,rA IQ:s dirt, :; -L)e.j t, y wi lrd,vklixl lot opi-i-rator mj�-,t be rep,,­�f%-" or ' ' � rd --c --t':silizee, 'vith N.'w-P,-40fY or Pr ?rmfjn,�111+ surf, f, stobi�kction, .. 0 e 7 . � 1101, �. 8, When fim,� is cppropricte , and a,i S:' 1 ,as Poss-:'Ve, roof &�Nn SPO,,jf exxt-ard,ars of 11 - , . . " , a n,,m-pe xat,�d cir�,-n tile shf"UI:4 be �,xtf_16�� t� tf" , , , . � 'e ,,�J,,�,O, or other scld ojfld until u 10'An is eni�kl!isfied, . .1 k ^ , , ;1 "O", individucl reidnti,al 1-i-As, fi,%0 stnb6�06C,n meet�lq the �-,riferiQ nf Pule 51 will be och,�i�ve,d w*3pr the ir-AW,dual kA operott�,r. , �' I 0 , Completn final -46'k. ...K,Irl ff b, Ito; instdled, iIppr -,pr.iote ero;,i(,n and s�,diment coniir,,l mc,o�,i,�tes fr,r or: i y; : . - I , . ndi Aid IfA pd to oc,%p,,)ti)n of pi, tj,.,rf,,e by the �,(,f_ �' V. � ,*,cwr�.c.r .�rjd '..no,, ,�, , informed the homeowner of the rq irem,, 'n I fo,,, on bervefit,� "f, finol , � ,, 0 ,I, 3 � Z�. r t i o 1, � SHEET NAME FORESTAL ESTATES CARMEL CLAY TOWNSHIP - HAMILTON COUNTY INDIANA — esign By Drawn By Checked B Approved CCB TJW CCB 7 CCB Date 09/17/2007 Job No. 07-034 Scale NONE Sheet No. C501 GEOTEXTILE FABRIC TO STABLILIZE FOUNDATION . PREDICTION OF POTENTIAL SPILLS: . - Nearest Navigable Water: White River Z E requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of oil spills and/or necessary alterations to this plan 3. When spills occur which could endanger human life and this becomes a primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management 5. Flushing of spilled materials with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. SAND BAGS PROPOSED DRY WELL INLET PA VEMEN T PRE VEN T PIPING�-, PLACE EROSION CONTROL FABRIC OVER THE CASTING INLET FLOW 1. FILL GEOTEXTILE BAGS APPROXIMATELY HALF FULL W/ TH 2 TO J INCH S TONE OR GRA VEL. 2. OVERLAP BAGS AROUND INLET AND EXTEND A M/N- IMUM OF 3 FEET AWAY FROM CASTING. 3. FOR ADDITIONAL LAYERS, OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE-BAG GAP IN THE MIDDLE OF THE TOP ROW TO SERVE AS A SPILLWAY. 4. PLACE BAGS IN AN ARC ,AROUND INLETS THAT ARE IN A SUMP POSITION. 5. S_/:_T UP SAFETY /TRAFFIC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAUSING POSSIBLE INJURY. 6. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. INLET PROTECTION DETAIL TOP VIEW SAND BAGS CONTRACTOR SHALL SURROUND ALL EXISTING DRAINAGE STRUCTURES W1 SAND BAGS. THESE SILT CONTROL DEVICES WILL BE MAINTAINED BY THE CONTRACTOR UNTIL ENGINEER AUTHORIZES REMOVAL. WHERE STRUCTURES ARE PLACED IN PAVED SURFACE AREAS, EROSION CONTROL MEASURES CAN BE REMOVED WHEN PAVING IS STARTED IN THE AFFECTED AREA. NOT TO SCALE 1 3• 1 1.5, 3• 1.5' 1 11--3 �--1 - - " 10 '10 - * I' X X X to X X I 1 STAPLE PER SO. YD. 1 112 STAPLE PER SO. YD. 2 STAPLE PER SQ. YD, GENERAL STAPLE COMMENDATIONS 300 275 250 225 SLOPE 200 LENG TH 175 FEET 150 125 100 75 50 25 - C B C C C B A A B I B NOTE: INSTALL NORTH AMERICAN S150 EROSION CONTROL BLANKET OR APPROVED EQUAL. 4:1 3:1 2:1 1:1 CHANNEL LINING NO TES.- SLOPE GRADIENT PA VEMEN T OR STAPLE EXISTING GRADE 1. BEGINNING A T THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT TRENCH AFTER �E OVERLAP P EXISTING VET T 0" STAPLE "" L L X,, TIN,, GRADE OYERLAi' STAPLING. 1,%6 " 2. THE EDGES OF PARALLEL BLANKETS MOST BE / STAPLED WITH APPROXIMATELY 2" OF OVERLAP J WHEN BLANKETS MUST HE SPLICED DOWN THE SLOPE, H PLACE BLANKETS END OVER END (SHINGLE STYLE) 4// TH APPROXIMATELY 6" OF OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 72" APART. EROSION CONTROL BLANKET DETAIL I I / I � , , I EROSION CONTROL - RIGHT-OF-WAY I THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 25 FEET ONCE THE CURB HAS BEEN ED. MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PEEIVOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: SYNTHETIC FILTER FABRIC REQUIREMENTS — PHYSICAL PROPERTY REQUIREMENTS FILTER EFFICIENCY 75% (MIN) — TENSILE STRENGTH AT EXTRA STRENGTH- 20% (MAX) ELONGATION 50 Ibs./lIn. in. (MIN) STANDARD STRENGTH- 30 lbs./lin. in. . FLOW RATE 0.3 gal. /sq. ft. /min. (min) I 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1­33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEY. 4. STAKES FOR FILTER FENCES SHOULD BE 1"X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5, "'IRE FENCES REINFORCEMENT I-OR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6". CONSTRUCTION 1. THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36" (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). 2. THE FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3 POSTS SHOULD BE SPACED A MAXIMUM OF 10' APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12"). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'. 4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY I" WIRE STAPLES, TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 2" AND SHOULD NOT EXTEND MORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE, 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND 8" OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES. 7. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 APPLYING. 8. 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I., I "I � 0 00 SAMPLE EROSIIO�j SEDIMENT CONTROL PRAC110E PLAN FOR A TYPICAL ,.:;. -;.",;;;.,��zzaz;- �;;��Uu ��;zzu=..;�z;;;�-�;,:;":;:-:�:::,' � ONE— OR TWO—FAMILY DWEWNG UNDER CONSTRUCTION ""-,;,��,� ': sck-L. t, -f"CIE - -------- � - I -­ I I PuV11101W111 I P> A R T7 � S C �AP E 10/0 1/071 REV. SXN�. & LANDSCAPE 0 :E 1\T II I 1\,T ]E __E IR, 11\T � 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485-0000 INDIMDUAL LOT EROS ON CONTROL PLAN LEGEND ---------- ­ . �;Zzl r'$?CPEIRTY U-NE1111 I � . . I SW LJ D RCP I N';1 F.. PROTECTION! I I a i SILT 111141r,111 I , ./­­ I—— -,\ , , � : 1­1 ........... ...... ........ •- ••--- •--- _..... ANSHED DPA�NACE : � i 1-1 11: A I 1111� UTIUZAT.ON .M•...... .... _11-I.- ............... I .... 11­11'1�. Ek'STNG' 1D'RAiNAGF --- __ P " 'L Z*� Z-, (D PEP44,'ENT -IIEEDNAC, a- � ,� TRE'El C'C11t16:1ERVATi0N I�1» Ll CURB �NLFT PPIOTECT-0f4 . ... . . . , , I , , ''"* $1. I .11, , -, .. - " GF`,41:1 EWRANCE / I .� -XiT PAD _'_'____ 1 PROVISIONS FOR ERC6,10N AN" S DIMENT (,00ROL. ;'-)N INDiAD-AL zBU011NG 1 OTQ- :1 1; t.4 .1 V9 : �1; � I/. ! 1, The individiud lot operctor, wilether ,�.'Wfl nq th�,- prf�;�,�, +11; or Qr,finq as the 0" A 04 � I . pr : . .1 : tn erosion " on ffik' PfcT;tN1Y Vwrie'rl sh(I'll be r,eapnsib1c, nor d sediment cortrol requifernvAs a-,>S,_,,6atc-,,i wit 0_-'_fMiV_-'1, or. indiv,duol lc-&�,, 11 4. Temr-p­ I i : OrOr-f :t'*-dr,-d OrO�ls 0�-Aot,lishied by •t'!i�, &*�c;)er at be mi3intain,nd by hamebu�:6�r cad WS r,ub-contracilor��. 4"': ., I : ,� t�o ,� : , 1. Ilp"t .er!ce!'�, ve'riou,-��y iinstQfletl will be - moinh�ned. . . ,), lm,Aalidkon and mdr-te,"'Ince of 0 �atoble C�:,ns+ructi,_ - � m s:t. $xcess dfi kom the h,­3�>e /'�,,it_' to the stre,�A/dh-y ball be installed, c�on,-�istinq ., `1 r . . . , o� Number 2 S,wne., 6' tf* c,r,d ,3 minimurr, of 12' wide, Top dr"�s os .,),,,C�d<�.d. ,fhi,, gjh,�.Ij b- I _, , utilized for �rk . �,,, in IZ % , .1 & 1 try: ' b 'he stred/ Ilo,y sholl b;, pri<rllp't;;"" r-'Inow'd On phxf,d "'n ,- st;a°ole ^V'ren" ftter shgj� r.0i b : Mud Or ,,d&ns> into the �tol-rrll i,Iewiar :�')>-Af,;n, � e usd to flush S�J, , : , 1n,;t<;'k;4if:.') <,­d rnoir-.��niailu of approp-6�te perjnet,��r cr.,- � _fsj�rl Qrld �-p , _,�.Jim..e'nt ,C�->ntrj�,J , . ' ln-�,,i��iures pi'iclr to lor.-d dil�tlurbarce- A silt f,�ncp, :,,, to bf,- �;I-Mofled 0�og dh . I , Curb of thf; -rout pr("e�ly F :�i-, ,�md dmg the dley or at tt�e ed,p of ti ,.e I , , ,.e r-,.Ir drC-iwoge ezvmmt. T6, silf firm. sholl t� r,­cI'r�.iQ':-.--,S,1d unt.1 pNrmcn�n4 v�qetotti;,n ( �_l I ,qr,�St) i�; C--,t,*i_--: ed 5, _Sledimrmt dlsc: ho'qe onfj 11rccking from ec.-h k,t m,.��t b(, --minhized t1roughout lh.; �, . : Jorsc , dk tutirq act:'i,rilie%� or, the 1�-,t ,jn�il alt : sari - � pwrl"Onent 1Aab,11,:-,-QU:,,,�n 110,3 bQ.��v ochieved, .1h � _.� 6, Geari­...,p of sed,:-Mf-,,-13t at is ei�II tr,,-;��ked ,,�f wash onto r�)uds, Lulk deming Df " . i?d�ment �,�,,,A n(A 4, *ud .1 wQtc,r, Cle,c.r,�d F>�edhent nnust be ' 4 'r.1 4,C, fwshiq Ine Cr �o wit, '. k . 1� I I " red,str`nb�d or dispo,--ed c , th�lt is in com l';ance with. �ajl �C.�- ,,-' : ,A� . ,I � t : : .A in a im�rn-r . . Ppl; at�:e , A: �es ,,nd roles. Z Adki-1,e,rA IQ:s dirt, :; -L)e.j t, y wi lrd,vklixl lot opi-i-rator mj�-,t be rep,,­�f%-" or ' ' � rd --c --t':silizee, 'vith N.'w-P,-40fY or Pr ?rmfjn,�111+ surf, f, stobi�kction, .. 0 e 7 . � 1101, �. 8, When fim,� is cppropricte , and a,i S:' 1 ,as Poss-:'Ve, roof &�Nn SPO,,jf exxt-ard,ars of 11 - , . . " , a n,,m-pe xat,�d cir�,-n tile shf"UI:4 be �,xtf_16�� t� tf" , , , . � 'e ,,�J,,�,O, or other scld ojfld until u 10'An is eni�kl!isfied, . .1 k ^ , , ;1 "O", individucl reidnti,al 1-i-As, fi,%0 stnb6�06C,n meet�lq the �-,riferiQ nf Pule 51 will be och,�i�ve,d w*3pr the ir-AW,dual kA operott�,r. , �' I 0 , Completn final -46'k. ...K,Irl ff b, Ito; instdled, iIppr -,pr.iote ero;,i(,n and s�,diment coniir,,l mc,o�,i,�tes fr,r or: i y; : . - I , . ndi Aid IfA pd to oc,%p,,)ti)n of pi, tj,.,rf,,e by the �,(,f_ �' V. � ,*,cwr�.c.r .�rjd '..no,, ,�, , informed the homeowner of the rq irem,, 'n I fo,,, on bervefit,� "f, finol , � ,, 0 ,I, 3 � Z�. r t i o 1, � SHEET NAME FORESTAL ESTATES CARMEL CLAY TOWNSHIP - HAMILTON COUNTY INDIANA — esign By Drawn By Checked B Approved CCB TJW CCB 7 CCB Date 09/17/2007 Job No. 07-034 Scale NONE Sheet No. C501 NOTE: INSTALL NORTH AMERICAN S150 EROSION CONTROL BLANKET OR APPROVED EQUAL. 4:1 3:1 2:1 1:1 CHANNEL LINING NO TES.- SLOPE GRADIENT PA VEMEN T OR STAPLE EXISTING GRADE 1. BEGINNING A T THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH, BACKFILL AND COMPACT TRENCH AFTER �E OVERLAP P EXISTING VET T 0" STAPLE "" L L X,, TIN,, GRADE OYERLAi' STAPLING. 1,%6 " 2. THE EDGES OF PARALLEL BLANKETS MOST BE / STAPLED WITH APPROXIMATELY 2" OF OVERLAP J WHEN BLANKETS MUST HE SPLICED DOWN THE SLOPE, H PLACE BLANKETS END OVER END (SHINGLE STYLE) 4// TH APPROXIMATELY 6" OF OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 72" APART. EROSION CONTROL BLANKET DETAIL I I / I � , , I EROSION CONTROL - RIGHT-OF-WAY I THE AREA BEHIND THE CURB WILL BE SEEDED FOR A DISTANCE OF 25 FEET ONCE THE CURB HAS BEEN ED. MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PEEIVOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: SYNTHETIC FILTER FABRIC REQUIREMENTS — PHYSICAL PROPERTY REQUIREMENTS FILTER EFFICIENCY 75% (MIN) — TENSILE STRENGTH AT EXTRA STRENGTH- 20% (MAX) ELONGATION 50 Ibs./lIn. in. (MIN) STANDARD STRENGTH- 30 lbs./lin. in. . FLOW RATE 0.3 gal. /sq. ft. /min. (min) I 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1­33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEY. 4. STAKES FOR FILTER FENCES SHOULD BE 1"X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5, "'IRE FENCES REINFORCEMENT I-OR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6". CONSTRUCTION 1. THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36" (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). 2. THE FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3 POSTS SHOULD BE SPACED A MAXIMUM OF 10' APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12"). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'. 4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY I" WIRE STAPLES, TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 2" AND SHOULD NOT EXTEND MORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE, 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND 8" OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES. 7. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 APPLYING. 8. THE TRENCH SHALL BE BACKIFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 9. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. , t_i�..., , , ': � , ., � '. , V-1 � r,J-: ., . - .�,� 11 % \ ', ­ , I ., '.... . S � .. " , , $ ,,-I' - I .. ,,� ^­. - , I.- .1 ,-",. , . - - / : , .� � � �, I . . I 16 I , . , . - ;� . �; : . _" --I-",-- ----,— � - 1..1..1................1 1.11.':....------ ....,... '��, . - .,��, , \ I � . . , � - . .<'�. - 11 - . . \ I ,�\ ,: �:.,,-., � . , I 1 '. - ; Pion (.n, t. c,); , art � � �'_ � , " f,m":Enq­,� t o ,,)f,, -...., J`, .. - I , . pk', --."-,� d�* . ­. ".,.. A p o: - �,, 1:: (--,, 1 : __-.1,�,rO., ',.!� h- , 1� .___ , I , �, !, •�): *. 4v - , � . -- ., - , , - . Profile .. .1'` 1-1.. : �, I �- -.< —EDIMEN-1- FILTE" DETAIL I :,** ........ * ......... , �- ! ; �:� "."') �R�j:�:-�',' � �11� . 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I., I "I � 0 00 SAMPLE EROSIIO�j SEDIMENT CONTROL PRAC110E PLAN FOR A TYPICAL ,.:;. -;.",;;;.,��zzaz;- �;;��Uu ��;zzu=..;�z;;;�-�;,:;":;:-:�:::,' � ONE— OR TWO—FAMILY DWEWNG UNDER CONSTRUCTION ""-,;,��,� ': sck-L. t, -f"CIE - -------- � - I -­ I I PuV11101W111 I P> A R T7 � S C �AP E 10/0 1/071 REV. SXN�. & LANDSCAPE 0 :E 1\T II I 1\,T ]E __E IR, 11\T � 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485-0000 INDIMDUAL LOT EROS ON CONTROL PLAN LEGEND ---------- ­ . �;Zzl r'$?CPEIRTY U-NE1111 I � . . I SW LJ D RCP I N';1 F.. PROTECTION! I I a i SILT 111141r,111 I , ./­­ I—— -,\ , , � : 1­1 ........... ...... ........ •- ••--- •--- _..... ANSHED DPA�NACE : � i 1-1 11: A I 1111� UTIUZAT.ON .M•...... .... _11-I.- ............... I .... 11­11'1�. Ek'STNG' 1D'RAiNAGF --- __ P " 'L Z*� Z-, (D PEP44,'ENT -IIEEDNAC, a- � ,� TRE'El C'C11t16:1ERVATi0N I�1» Ll CURB �NLFT PPIOTECT-0f4 . ... . . . , , I , , ''"* $1. I .11, , -, .. - " GF`,41:1 EWRANCE / I .� -XiT PAD _'_'____ 1 PROVISIONS FOR ERC6,10N AN" S DIMENT (,00ROL. ;'-)N INDiAD-AL zBU011NG 1 OTQ- :1 1; t.4 .1 V9 : �1; � I/. ! 1, The individiud lot operctor, wilether ,�.'Wfl nq th�,- prf�;�,�, +11; or Qr,finq as the 0" A 04 � I . pr : . .1 : tn erosion " on ffik' PfcT;tN1Y Vwrie'rl sh(I'll be r,eapnsib1c, nor d sediment cortrol requifernvAs a-,>S,_,,6atc-,,i wit 0_-'_fMiV_-'1, or. indiv,duol lc-&�,, 11 4. Temr-p­ I i : OrOr-f :t'*-dr,-d OrO�ls 0�-Aot,lishied by •t'!i�, &*�c;)er at be mi3intain,nd by hamebu�:6�r cad WS r,ub-contracilor��. 4"': ., I : ,� t�o ,� : , 1. Ilp"t .er!ce!'�, ve'riou,-��y iinstQfletl will be - moinh�ned. . . ,), lm,Aalidkon and mdr-te,"'Ince of 0 �atoble C�:,ns+ructi,_ - � m s:t. $xcess dfi kom the h,­3�>e /'�,,it_' to the stre,�A/dh-y ball be installed, c�on,-�istinq ., `1 r . . . , o� Number 2 S,wne., 6' tf* c,r,d ,3 minimurr, of 12' wide, Top dr"�s os .,),,,C�d<�.d. ,fhi,, gjh,�.Ij b- I _, , utilized for �rk . �,,, in IZ % , .1 & 1 try: ' b 'he stred/ Ilo,y sholl b;, pri<rllp't;;"" r-'Inow'd On phxf,d "'n ,- st;a°ole ^V'ren" ftter shgj� r.0i b : Mud Or ,,d&ns> into the �tol-rrll i,Iewiar :�')>-Af,;n, � e usd to flush S�J, , : , 1n,;t<;'k;4if:.') <,­d rnoir-.��niailu of approp-6�te perjnet,��r cr.,- � _fsj�rl Qrld �-p , _,�.Jim..e'nt ,C�->ntrj�,J , . ' ln-�,,i��iures pi'iclr to lor.-d dil�tlurbarce- A silt f,�ncp, :,,, to bf,- �;I-Mofled 0�og dh . I , Curb of thf; -rout pr("e�ly F :�i-, ,�md dmg the dley or at tt�e ed,p of ti ,.e I , , ,.e r-,.Ir drC-iwoge ezvmmt. T6, silf firm. sholl t� r,­cI'r�.iQ':-.--,S,1d unt.1 pNrmcn�n4 v�qetotti;,n ( �_l I ,qr,�St) i�; C--,t,*i_--: ed 5, _Sledimrmt dlsc: ho'qe onfj 11rccking from ec.-h k,t m,.��t b(, --minhized t1roughout lh.; �, . : Jorsc , dk tutirq act:'i,rilie%� or, the 1�-,t ,jn�il alt : sari - � pwrl"Onent 1Aab,11,:-,-QU:,,,�n 110,3 bQ.��v ochieved, .1h � _.� 6, Geari­...,p of sed,:-Mf-,,-13t at is ei�II tr,,-;��ked ,,�f wash onto r�)uds, Lulk deming Df " . i?d�ment �,�,,,A n(A 4, *ud .1 wQtc,r, Cle,c.r,�d F>�edhent nnust be ' 4 'r.1 4,C, fwshiq Ine Cr �o wit, '. k . 1� I I " red,str`nb�d or dispo,--ed c , th�lt is in com l';ance with. �ajl �C.�- ,,-' : ,A� . ,I � t : : .A in a im�rn-r . . Ppl; at�:e , A: �es ,,nd roles. Z Adki-1,e,rA IQ:s dirt, :; -L)e.j t, y wi lrd,vklixl lot opi-i-rator mj�-,t be rep,,­�f%-" or ' ' � rd --c --t':silizee, 'vith N.'w-P,-40fY or Pr ?rmfjn,�111+ surf, f, stobi�kction, .. 0 e 7 . � 1101, �. 8, When fim,� is cppropricte , and a,i S:' 1 ,as Poss-:'Ve, roof &�Nn SPO,,jf exxt-ard,ars of 11 - , . . " , a n,,m-pe xat,�d cir�,-n tile shf"UI:4 be �,xtf_16�� t� tf" , , , . � 'e ,,�J,,�,O, or other scld ojfld until u 10'An is eni�kl!isfied, . .1 k ^ , , ;1 "O", individucl reidnti,al 1-i-As, fi,%0 stnb6�06C,n meet�lq the �-,riferiQ nf Pule 51 will be och,�i�ve,d w*3pr the ir-AW,dual kA operott�,r. , �' I 0 , Completn final -46'k. ...K,Irl ff b, Ito; instdled, iIppr -,pr.iote ero;,i(,n and s�,diment coniir,,l mc,o�,i,�tes fr,r or: i y; : . - I , . ndi Aid IfA pd to oc,%p,,)ti)n of pi, tj,.,rf,,e by the �,(,f_ �' V. � ,*,cwr�.c.r .�rjd '..no,, ,�, , informed the homeowner of the rq irem,, 'n I fo,,, on bervefit,� "f, finol , � ,, 0 ,I, 3 � Z�. r t i o 1, � SHEET NAME FORESTAL ESTATES CARMEL CLAY TOWNSHIP - HAMILTON COUNTY INDIANA — esign By Drawn By Checked B Approved CCB TJW CCB 7 CCB Date 09/17/2007 Job No. 07-034 Scale NONE Sheet No. C501 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1­33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEY. 4. STAKES FOR FILTER FENCES SHOULD BE 1"X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5, "'IRE FENCES REINFORCEMENT I-OR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6". CONSTRUCTION 1. THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36" (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). 2. THE FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3 POSTS SHOULD BE SPACED A MAXIMUM OF 10' APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12"). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'. 4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY I" WIRE STAPLES, TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 2" AND SHOULD NOT EXTEND MORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE, 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND 8" OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES. 7. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 APPLYING. 8. THE TRENCH SHALL BE BACKIFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 9. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. , t_i�..., , , ': � , ., � '. , V-1 � r,J-: ., . - .�,� 11 % \ ', ­ , I ., '.... . S � .. " , , $ ,,-I' - I .. ,,� ^­. - , I.- .1 ,-",. , . - - / : , .� � � �, I . . I 16 I , . , . - ;� . �; : . _" --I-",-- ----,— � - 1..1..1................1 1.11.':....------ ....,... 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STRUCTURE 0 NOTE: STRAW BALES TO BE STAKED-2 STAKES PER BALE MIN.-4 BALES PER STRUCTURE BOUND W/WIRE SECTION A PLAN INLET SEDIMENT FILTER DETAIL ________________ -.-------- NITS >J� 4 �; 11 ­ " �' I ; , �.­��-�`� �;;­',�4x,­!' A3' 3*� �P I.A: W�, -:-W111;.�-, ;�,ur - '1��.. 114 T':- .. .;, ,-,.�, .. ���,-C�;O?­ ��r �� . 1. .. I . ­ �, ;�TT- . _,5�1'1. , , . .... - ......'.k..,4 . . 1; ? I . _..:.: ml 1� � ,�. ::.. -_ ..... __�� . ..... - �,,. ". - 01 T,..,T . -. � ;",O, .... "" , tT P_ . _%'. : :_ 1, C� I S -1 ', - �� r> :1 i'E,.`_,i ! -.,.-��:. � �:.,%: , ,-�� - '. S , .1i �`,� > 1, : ash ": - , I , — ��';'* I --i , .--, �Z . � tf-oi � ... �F ..41 ". - . - �.� ... . . ; lr­ VW.1-x"N . : � � . - , . I � . 1-�' � . i : :-�,;, : , t� ­,� " � ., . , M^��U� Ax , . . :. - : . � 13:. ` . ,,� �t � , .� r. ks'Oa; A y - , �,M-"�; &.i��*,...`X.�: "I - #.. '.:1;... I _. t�'Q�114 .y= :4<. *,',)kC,*� EROSION CONTROL MATTING DETAIL ... . ..... - . ............................. ... 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I., I "I � 0 00 SAMPLE EROSIIO�j SEDIMENT CONTROL PRAC110E PLAN FOR A TYPICAL ,.:;. -;.",;;;.,��zzaz;- �;;��Uu ��;zzu=..;�z;;;�-�;,:;":;:-:�:::,' � ONE— OR TWO—FAMILY DWEWNG UNDER CONSTRUCTION ""-,;,��,� ': sck-L. t, -f"CIE - -------- � - I -­ I I PuV11101W111 I P> A R T7 � S C �AP E 10/0 1/071 REV. SXN�. & LANDSCAPE 0 :E 1\T II I 1\,T ]E __E IR, 11\T � 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485-0000 INDIMDUAL LOT EROS ON CONTROL PLAN LEGEND ---------- ­ . �;Zzl r'$?CPEIRTY U-NE1111 I � . . I SW LJ D RCP I N';1 F.. PROTECTION! I I a i SILT 111141r,111 I , ./­­ I—— -,\ , , � : 1­1 ........... ...... ........ •- ••--- •--- _..... ANSHED DPA�NACE : � i 1-1 11: A I 1111� UTIUZAT.ON .M•...... .... _11-I.- ............... I .... 11­11'1�. Ek'STNG' 1D'RAiNAGF --- __ P " 'L Z*� Z-, (D PEP44,'ENT -IIEEDNAC, a- � ,� TRE'El C'C11t16:1ERVATi0N I�1» Ll CURB �NLFT PPIOTECT-0f4 . ... . . . , , I , , ''"* $1. I .11, , -, .. - " GF`,41:1 EWRANCE / I .� -XiT PAD _'_'____ 1 PROVISIONS FOR ERC6,10N AN" S DIMENT (,00ROL. ;'-)N INDiAD-AL zBU011NG 1 OTQ- :1 1; t.4 .1 V9 : �1; � I/. ! 1, The individiud lot operctor, wilether ,�.'Wfl nq th�,- prf�;�,�, +11; or Qr,finq as the 0" A 04 � I . pr : . .1 : tn erosion " on ffik' PfcT;tN1Y Vwrie'rl sh(I'll be r,eapnsib1c, nor d sediment cortrol requifernvAs a-,>S,_,,6atc-,,i wit 0_-'_fMiV_-'1, or. indiv,duol lc-&�,, 11 4. Temr-p­ I i : OrOr-f :t'*-dr,-d OrO�ls 0�-Aot,lishied by •t'!i�, &*�c;)er at be mi3intain,nd by hamebu�:6�r cad WS r,ub-contracilor��. 4"': ., I : ,� t�o ,� : , 1. Ilp"t .er!ce!'�, ve'riou,-��y iinstQfletl will be - moinh�ned. . . ,), lm,Aalidkon and mdr-te,"'Ince of 0 �atoble C�:,ns+ructi,_ - � m s:t. $xcess dfi kom the h,­3�>e /'�,,it_' to the stre,�A/dh-y ball be installed, c�on,-�istinq ., `1 r . . . , o� Number 2 S,wne., 6' tf* c,r,d ,3 minimurr, of 12' wide, Top dr"�s os .,),,,C�d<�.d. ,fhi,, gjh,�.Ij b- I _, , utilized for �rk . �,,, in IZ % , .1 & 1 try: ' b 'he stred/ Ilo,y sholl b;, pri<rllp't;;"" r-'Inow'd On phxf,d "'n ,- st;a°ole ^V'ren" ftter shgj� r.0i b : Mud Or ,,d&ns> into the �tol-rrll i,Iewiar :�')>-Af,;n, � e usd to flush S�J, , : , 1n,;t<;'k;4if:.') <,­d rnoir-.��niailu of approp-6�te perjnet,��r cr.,- � _fsj�rl Qrld �-p , _,�.Jim..e'nt ,C�->ntrj�,J , . ' ln-�,,i��iures pi'iclr to lor.-d dil�tlurbarce- A silt f,�ncp, :,,, to bf,- �;I-Mofled 0�og dh . I , Curb of thf; -rout pr("e�ly F :�i-, ,�md dmg the dley or at tt�e ed,p of ti ,.e I , , ,.e r-,.Ir drC-iwoge ezvmmt. T6, silf firm. sholl t� r,­cI'r�.iQ':-.--,S,1d unt.1 pNrmcn�n4 v�qetotti;,n ( �_l I ,qr,�St) i�; C--,t,*i_--: ed 5, _Sledimrmt dlsc: ho'qe onfj 11rccking from ec.-h k,t m,.��t b(, --minhized t1roughout lh.; �, . : Jorsc , dk tutirq act:'i,rilie%� or, the 1�-,t ,jn�il alt : sari - � pwrl"Onent 1Aab,11,:-,-QU:,,,�n 110,3 bQ.��v ochieved, .1h � _.� 6, Geari­...,p of sed,:-Mf-,,-13t at is ei�II tr,,-;��ked ,,�f wash onto r�)uds, Lulk deming Df " . i?d�ment �,�,,,A n(A 4, *ud .1 wQtc,r, Cle,c.r,�d F>�edhent nnust be ' 4 'r.1 4,C, fwshiq Ine Cr �o wit, '. k . 1� I I " red,str`nb�d or dispo,--ed c , th�lt is in com l';ance with. �ajl �C.�- ,,-' : ,A� . ,I � t : : .A in a im�rn-r . . Ppl; at�:e , A: �es ,,nd roles. Z Adki-1,e,rA IQ:s dirt, :; -L)e.j t, y wi lrd,vklixl lot opi-i-rator mj�-,t be rep,,­�f%-" or ' ' � rd --c --t':silizee, 'vith N.'w-P,-40fY or Pr ?rmfjn,�111+ surf, f, stobi�kction, .. 0 e 7 . � 1101, �. 8, When fim,� is cppropricte , and a,i S:' 1 ,as Poss-:'Ve, roof &�Nn SPO,,jf exxt-ard,ars of 11 - , . . " , a n,,m-pe xat,�d cir�,-n tile shf"UI:4 be �,xtf_16�� t� tf" , , , . � 'e ,,�J,,�,O, or other scld ojfld until u 10'An is eni�kl!isfied, . .1 k ^ , , ;1 "O", individucl reidnti,al 1-i-As, fi,%0 stnb6�06C,n meet�lq the �-,riferiQ nf Pule 51 will be och,�i�ve,d w*3pr the ir-AW,dual kA operott�,r. , �' I 0 , Completn final -46'k. ...K,Irl ff b, Ito; instdled, iIppr -,pr.iote ero;,i(,n and s�,diment coniir,,l mc,o�,i,�tes fr,r or: i y; : . - I , . ndi Aid IfA pd to oc,%p,,)ti)n of pi, tj,.,rf,,e by the �,(,f_ �' V. � ,*,cwr�.c.r .�rjd '..no,, ,�, , informed the homeowner of the rq irem,, 'n I fo,,, on bervefit,� "f, finol , � ,, 0 ,I, 3 � Z�. r t i o 1, � SHEET NAME FORESTAL ESTATES CARMEL CLAY TOWNSHIP - HAMILTON COUNTY INDIANA — esign By Drawn By Checked B Approved CCB TJW CCB 7 CCB Date 09/17/2007 Job No. 07-034 Scale NONE Sheet No. C501 �, I �- -.< —EDIMEN-1- FILTE" DETAIL I :,** ........ * ......... , �- ! ; �:� "."') �R�j:�:-�',' � �11� . 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I., I "I � 0 00 SAMPLE EROSIIO�j SEDIMENT CONTROL PRAC110E PLAN FOR A TYPICAL ,.:;. -;.",;;;.,��zzaz;- �;;��Uu ��;zzu=..;�z;;;�-�;,:;":;:-:�:::,' � ONE— OR TWO—FAMILY DWEWNG UNDER CONSTRUCTION ""-,;,��,� ': sck-L. t, -f"CIE - -------- � - I -­ I I PuV11101W111 I P> A R T7 � S C �AP E 10/0 1/071 REV. SXN�. & LANDSCAPE 0 :E 1\T II I 1\,T ]E __E IR, 11\T � 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485-0000 INDIMDUAL LOT EROS ON CONTROL PLAN LEGEND ---------- ­ . �;Zzl r'$?CPEIRTY U-NE1111 I � . . I SW LJ D RCP I N';1 F.. PROTECTION! I I a i SILT 111141r,111 I , ./­­ I—— -,\ , , � : 1­1 ........... ...... ........ •- ••--- •--- _..... ANSHED DPA�NACE : � i 1-1 11: A I 1111� UTIUZAT.ON .M•...... .... _11-I.- ............... I .... 11­11'1�. Ek'STNG' 1D'RAiNAGF --- __ P " 'L Z*� Z-, (D PEP44,'ENT -IIEEDNAC, a- � ,� TRE'El C'C11t16:1ERVATi0N I�1» Ll CURB �NLFT PPIOTECT-0f4 . ... . . . , , I , , ''"* $1. I .11, , -, .. - " GF`,41:1 EWRANCE / I .� -XiT PAD _'_'____ 1 PROVISIONS FOR ERC6,10N AN" S DIMENT (,00ROL. ;'-)N INDiAD-AL zBU011NG 1 OTQ- :1 1; t.4 .1 V9 : �1; � I/. ! 1, The individiud lot operctor, wilether ,�.'Wfl nq th�,- prf�;�,�, +11; or Qr,finq as the 0" A 04 � I . pr : . .1 : tn erosion " on ffik' PfcT;tN1Y Vwrie'rl sh(I'll be r,eapnsib1c, nor d sediment cortrol requifernvAs a-,>S,_,,6atc-,,i wit 0_-'_fMiV_-'1, or. indiv,duol lc-&�,, 11 4. Temr-p­ I i : OrOr-f :t'*-dr,-d OrO�ls 0�-Aot,lishied by •t'!i�, &*�c;)er at be mi3intain,nd by hamebu�:6�r cad WS r,ub-contracilor��. 4"': ., I : ,� t�o ,� : , 1. Ilp"t .er!ce!'�, ve'riou,-��y iinstQfletl will be - moinh�ned. . . ,), lm,Aalidkon and mdr-te,"'Ince of 0 �atoble C�:,ns+ructi,_ - � m s:t. $xcess dfi kom the h,­3�>e /'�,,it_' to the stre,�A/dh-y ball be installed, c�on,-�istinq ., `1 r . . . , o� Number 2 S,wne., 6' tf* c,r,d ,3 minimurr, of 12' wide, Top dr"�s os .,),,,C�d<�.d. ,fhi,, gjh,�.Ij b- I _, , utilized for �rk . �,,, in IZ % , .1 & 1 try: ' b 'he stred/ Ilo,y sholl b;, pri<rllp't;;"" r-'Inow'd On phxf,d "'n ,- st;a°ole ^V'ren" ftter shgj� r.0i b : Mud Or ,,d&ns> into the �tol-rrll i,Iewiar :�')>-Af,;n, � e usd to flush S�J, , : , 1n,;t<;'k;4if:.') <,­d rnoir-.��niailu of approp-6�te perjnet,��r cr.,- � _fsj�rl Qrld �-p , _,�.Jim..e'nt ,C�->ntrj�,J , . ' ln-�,,i��iures pi'iclr to lor.-d dil�tlurbarce- A silt f,�ncp, :,,, to bf,- �;I-Mofled 0�og dh . I , Curb of thf; -rout pr("e�ly F :�i-, ,�md dmg the dley or at tt�e ed,p of ti ,.e I , , ,.e r-,.Ir drC-iwoge ezvmmt. T6, silf firm. sholl t� r,­cI'r�.iQ':-.--,S,1d unt.1 pNrmcn�n4 v�qetotti;,n ( �_l I ,qr,�St) i�; C--,t,*i_--: ed 5, _Sledimrmt dlsc: ho'qe onfj 11rccking from ec.-h k,t m,.��t b(, --minhized t1roughout lh.; �, . : Jorsc , dk tutirq act:'i,rilie%� or, the 1�-,t ,jn�il alt : sari - � pwrl"Onent 1Aab,11,:-,-QU:,,,�n 110,3 bQ.��v ochieved, .1h � _.� 6, Geari­...,p of sed,:-Mf-,,-13t at is ei�II tr,,-;��ked ,,�f wash onto r�)uds, Lulk deming Df " . i?d�ment �,�,,,A n(A 4, *ud .1 wQtc,r, Cle,c.r,�d F>�edhent nnust be ' 4 'r.1 4,C, fwshiq Ine Cr �o wit, '. k . 1� I I " red,str`nb�d or dispo,--ed c , th�lt is in com l';ance with. �ajl �C.�- ,,-' : ,A� . ,I � t : : .A in a im�rn-r . . Ppl; at�:e , A: �es ,,nd roles. Z Adki-1,e,rA IQ:s dirt, :; -L)e.j t, y wi lrd,vklixl lot opi-i-rator mj�-,t be rep,,­�f%-" or ' ' � rd --c --t':silizee, 'vith N.'w-P,-40fY or Pr ?rmfjn,�111+ surf, f, stobi�kction, .. 0 e 7 . � 1101, �. 8, When fim,� is cppropricte , and a,i S:' 1 ,as Poss-:'Ve, roof &�Nn SPO,,jf exxt-ard,ars of 11 - , . . " , a n,,m-pe xat,�d cir�,-n tile shf"UI:4 be �,xtf_16�� t� tf" , , , . � 'e ,,�J,,�,O, or other scld ojfld until u 10'An is eni�kl!isfied, . .1 k ^ , , ;1 "O", individucl reidnti,al 1-i-As, fi,%0 stnb6�06C,n meet�lq the �-,riferiQ nf Pule 51 will be och,�i�ve,d w*3pr the ir-AW,dual kA operott�,r. , �' I 0 , Completn final -46'k. ...K,Irl ff b, Ito; instdled, iIppr -,pr.iote ero;,i(,n and s�,diment coniir,,l mc,o�,i,�tes fr,r or: i y; : . - I , . ndi Aid IfA pd to oc,%p,,)ti)n of pi, tj,.,rf,,e by the �,(,f_ �' V. � ,*,cwr�.c.r .�rjd '..no,, ,�, , informed the homeowner of the rq irem,, 'n I fo,,, on bervefit,� "f, finol , � ,, 0 ,I, 3 � Z�. r t i o 1, � SHEET NAME FORESTAL ESTATES CARMEL CLAY TOWNSHIP - HAMILTON COUNTY INDIANA — esign By Drawn By Checked B Approved CCB TJW CCB 7 CCB Date 09/17/2007 Job No. 07-034 Scale NONE Sheet No. C501 " ,�..�� .�!�, .� I _ - 1��, ..\ ,� . .�.:�:.,: �::::*,: . - - . 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I., I "I � 0 00 SAMPLE EROSIIO�j SEDIMENT CONTROL PRAC110E PLAN FOR A TYPICAL ,.:;. -;.",;;;.,��zzaz;- �;;��Uu ��;zzu=..;�z;;;�-�;,:;":;:-:�:::,' � ONE— OR TWO—FAMILY DWEWNG UNDER CONSTRUCTION ""-,;,��,� ': sck-L. t, -f"CIE - -------- � - I -­ I I PuV11101W111 I P> A R T7 � S C �AP E 10/0 1/071 REV. SXN�. & LANDSCAPE 0 :E 1\T II I 1\,T ]E __E IR, 11\T � 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485-0000 INDIMDUAL LOT EROS ON CONTROL PLAN LEGEND ---------- ­ . �;Zzl r'$?CPEIRTY U-NE1111 I � . . I SW LJ D RCP I N';1 F.. PROTECTION! I I a i SILT 111141r,111 I , ./­­ I—— -,\ , , � : 1­1 ........... ...... ........ •- ••--- •--- _..... ANSHED DPA�NACE : � i 1-1 11: A I 1111� UTIUZAT.ON .M•...... .... _11-I.- ............... I .... 11­11'1�. Ek'STNG' 1D'RAiNAGF --- __ P " 'L Z*� Z-, (D PEP44,'ENT -IIEEDNAC, a- � ,� TRE'El C'C11t16:1ERVATi0N I�1» Ll CURB �NLFT PPIOTECT-0f4 . ... . . . , , I , , ''"* $1. I .11, , -, .. - " GF`,41:1 EWRANCE / I .� -XiT PAD _'_'____ 1 PROVISIONS FOR ERC6,10N AN" S DIMENT (,00ROL. ;'-)N INDiAD-AL zBU011NG 1 OTQ- :1 1; t.4 .1 V9 : �1; � I/. ! 1, The individiud lot operctor, wilether ,�.'Wfl nq th�,- prf�;�,�, +11; or Qr,finq as the 0" A 04 � I . pr : . .1 : tn erosion " on ffik' PfcT;tN1Y Vwrie'rl sh(I'll be r,eapnsib1c, nor d sediment cortrol requifernvAs a-,>S,_,,6atc-,,i wit 0_-'_fMiV_-'1, or. indiv,duol lc-&�,, 11 4. Temr-p­ I i : OrOr-f :t'*-dr,-d OrO�ls 0�-Aot,lishied by •t'!i�, &*�c;)er at be mi3intain,nd by hamebu�:6�r cad WS r,ub-contracilor��. 4"': ., I : ,� t�o ,� : , 1. Ilp"t .er!ce!'�, ve'riou,-��y iinstQfletl will be - moinh�ned. . . ,), lm,Aalidkon and mdr-te,"'Ince of 0 �atoble C�:,ns+ructi,_ - � m s:t. $xcess dfi kom the h,­3�>e /'�,,it_' to the stre,�A/dh-y ball be installed, c�on,-�istinq ., `1 r . . . , o� Number 2 S,wne., 6' tf* c,r,d ,3 minimurr, of 12' wide, Top dr"�s os .,),,,C�d<�.d. ,fhi,, gjh,�.Ij b- I _, , utilized for �rk . �,,, in IZ % , .1 & 1 try: ' b 'he stred/ Ilo,y sholl b;, pri<rllp't;;"" r-'Inow'd On phxf,d "'n ,- st;a°ole ^V'ren" ftter shgj� r.0i b : Mud Or ,,d&ns> into the �tol-rrll i,Iewiar :�')>-Af,;n, � e usd to flush S�J, , : , 1n,;t<;'k;4if:.') <,­d rnoir-.��niailu of approp-6�te perjnet,��r cr.,- � _fsj�rl Qrld �-p , _,�.Jim..e'nt ,C�->ntrj�,J , . ' ln-�,,i��iures pi'iclr to lor.-d dil�tlurbarce- A silt f,�ncp, :,,, to bf,- �;I-Mofled 0�og dh . I , Curb of thf; -rout pr("e�ly F :�i-, ,�md dmg the dley or at tt�e ed,p of ti ,.e I , , ,.e r-,.Ir drC-iwoge ezvmmt. T6, silf firm. sholl t� r,­cI'r�.iQ':-.--,S,1d unt.1 pNrmcn�n4 v�qetotti;,n ( �_l I ,qr,�St) i�; C--,t,*i_--: ed 5, _Sledimrmt dlsc: ho'qe onfj 11rccking from ec.-h k,t m,.��t b(, --minhized t1roughout lh.; �, . : Jorsc , dk tutirq act:'i,rilie%� or, the 1�-,t ,jn�il alt : sari - � pwrl"Onent 1Aab,11,:-,-QU:,,,�n 110,3 bQ.��v ochieved, .1h � _.� 6, Geari­...,p of sed,:-Mf-,,-13t at is ei�II tr,,-;��ked ,,�f wash onto r�)uds, Lulk deming Df " . i?d�ment �,�,,,A n(A 4, *ud .1 wQtc,r, Cle,c.r,�d F>�edhent nnust be ' 4 'r.1 4,C, fwshiq Ine Cr �o wit, '. k . 1� I I " red,str`nb�d or dispo,--ed c , th�lt is in com l';ance with. �ajl �C.�- ,,-' : ,A� . ,I � t : : .A in a im�rn-r . . Ppl; at�:e , A: �es ,,nd roles. Z Adki-1,e,rA IQ:s dirt, :; -L)e.j t, y wi lrd,vklixl lot opi-i-rator mj�-,t be rep,,­�f%-" or ' ' � rd --c --t':silizee, 'vith N.'w-P,-40fY or Pr ?rmfjn,�111+ surf, f, stobi�kction, .. 0 e 7 . � 1101, �. 8, When fim,� is cppropricte , and a,i S:' 1 ,as Poss-:'Ve, roof &�Nn SPO,,jf exxt-ard,ars of 11 - , . . " , a n,,m-pe xat,�d cir�,-n tile shf"UI:4 be �,xtf_16�� t� tf" , , , . � 'e ,,�J,,�,O, or other scld ojfld until u 10'An is eni�kl!isfied, . .1 k ^ , , ;1 "O", individucl reidnti,al 1-i-As, fi,%0 stnb6�06C,n meet�lq the �-,riferiQ nf Pule 51 will be och,�i�ve,d w*3pr the ir-AW,dual kA operott�,r. , �' I 0 , Completn final -46'k. ...K,Irl ff b, Ito; instdled, iIppr -,pr.iote ero;,i(,n and s�,diment coniir,,l mc,o�,i,�tes fr,r or: i y; : . - I , . ndi Aid IfA pd to oc,%p,,)ti)n of pi, tj,.,rf,,e by the �,(,f_ �' V. � ,*,cwr�.c.r .�rjd '..no,, ,�, , informed the homeowner of the rq irem,, 'n I fo,,, on bervefit,� "f, finol , � ,, 0 ,I, 3 � Z�. r t i o 1, � SHEET NAME FORESTAL ESTATES CARMEL CLAY TOWNSHIP - HAMILTON COUNTY INDIANA — esign By Drawn By Checked B Approved CCB TJW CCB 7 CCB Date 09/17/2007 Job No. 07-034 Scale NONE Sheet No. C501 lm,ltlti�.-,ft �--,<�,4-o��,�4 A.;-­-ng ti-:3 -�<�r:�,�', '��, ,,��,�­,; I . - � � �, �-_,�'. ., -� ". , - .1� .-I 1:. 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I., I "I � 0 00 SAMPLE EROSIIO�j SEDIMENT CONTROL PRAC110E PLAN FOR A TYPICAL ,.:;. -;.",;;;.,��zzaz;- �;;��Uu ��;zzu=..;�z;;;�-�;,:;":;:-:�:::,' � ONE— OR TWO—FAMILY DWEWNG UNDER CONSTRUCTION ""-,;,��,� ': sck-L. t, -f"CIE - -------- � - I -­ I I PuV11101W111 I P> A R T7 � S C �AP E 10/0 1/071 REV. SXN�. & LANDSCAPE 0 :E 1\T II I 1\,T ]E __E IR, 11\T � 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485-0000 INDIMDUAL LOT EROS ON CONTROL PLAN LEGEND ---------- ­ . �;Zzl r'$?CPEIRTY U-NE1111 I � . . I SW LJ D RCP I N';1 F.. PROTECTION! I I a i SILT 111141r,111 I , ./­­ I—— -,\ , , � : 1­1 ........... ...... ........ •- ••--- •--- _..... ANSHED DPA�NACE : � i 1-1 11: A I 1111� UTIUZAT.ON .M•...... .... _11-I.- ............... I .... 11­11'1�. Ek'STNG' 1D'RAiNAGF --- __ P " 'L Z*� Z-, (D PEP44,'ENT -IIEEDNAC, a- � ,� TRE'El C'C11t16:1ERVATi0N I�1» Ll CURB �NLFT PPIOTECT-0f4 . ... . . . , , I , , ''"* $1. I .11, , -, .. - " GF`,41:1 EWRANCE / I .� -XiT PAD _'_'____ 1 PROVISIONS FOR ERC6,10N AN" S DIMENT (,00ROL. ;'-)N INDiAD-AL zBU011NG 1 OTQ- :1 1; t.4 .1 V9 : �1; � I/. ! 1, The individiud lot operctor, wilether ,�.'Wfl nq th�,- prf�;�,�, +11; or Qr,finq as the 0" A 04 � I . pr : . .1 : tn erosion " on ffik' PfcT;tN1Y Vwrie'rl sh(I'll be r,eapnsib1c, nor d sediment cortrol requifernvAs a-,>S,_,,6atc-,,i wit 0_-'_fMiV_-'1, or. indiv,duol lc-&�,, 11 4. Temr-p­ I i : OrOr-f :t'*-dr,-d OrO�ls 0�-Aot,lishied by •t'!i�, &*�c;)er at be mi3intain,nd by hamebu�:6�r cad WS r,ub-contracilor��. 4"': ., I : ,� t�o ,� : , 1. Ilp"t .er!ce!'�, ve'riou,-��y iinstQfletl will be - moinh�ned. . . ,), lm,Aalidkon and mdr-te,"'Ince of 0 �atoble C�:,ns+ructi,_ - � m s:t. $xcess dfi kom the h,­3�>e /'�,,it_' to the stre,�A/dh-y ball be installed, c�on,-�istinq ., `1 r . . . , o� Number 2 S,wne., 6' tf* c,r,d ,3 minimurr, of 12' wide, Top dr"�s os .,),,,C�d<�.d. ,fhi,, gjh,�.Ij b- I _, , utilized for �rk . �,,, in IZ % , .1 & 1 try: ' b 'he stred/ Ilo,y sholl b;, pri<rllp't;;"" r-'Inow'd On phxf,d "'n ,- st;a°ole ^V'ren" ftter shgj� r.0i b : Mud Or ,,d&ns> into the �tol-rrll i,Iewiar :�')>-Af,;n, � e usd to flush S�J, , : , 1n,;t<;'k;4if:.') <,­d rnoir-.��niailu of approp-6�te perjnet,��r cr.,- � _fsj�rl Qrld �-p , _,�.Jim..e'nt ,C�->ntrj�,J , . ' ln-�,,i��iures pi'iclr to lor.-d dil�tlurbarce- A silt f,�ncp, :,,, to bf,- �;I-Mofled 0�og dh . I , Curb of thf; -rout pr("e�ly F :�i-, ,�md dmg the dley or at tt�e ed,p of ti ,.e I , , ,.e r-,.Ir drC-iwoge ezvmmt. T6, silf firm. sholl t� r,­cI'r�.iQ':-.--,S,1d unt.1 pNrmcn�n4 v�qetotti;,n ( �_l I ,qr,�St) i�; C--,t,*i_--: ed 5, _Sledimrmt dlsc: ho'qe onfj 11rccking from ec.-h k,t m,.��t b(, --minhized t1roughout lh.; �, . : Jorsc , dk tutirq act:'i,rilie%� or, the 1�-,t ,jn�il alt : sari - � pwrl"Onent 1Aab,11,:-,-QU:,,,�n 110,3 bQ.��v ochieved, .1h � _.� 6, Geari­...,p of sed,:-Mf-,,-13t at is ei�II tr,,-;��ked ,,�f wash onto r�)uds, Lulk deming Df " . i?d�ment �,�,,,A n(A 4, *ud .1 wQtc,r, Cle,c.r,�d F>�edhent nnust be ' 4 'r.1 4,C, fwshiq Ine Cr �o wit, '. k . 1� I I " red,str`nb�d or dispo,--ed c , th�lt is in com l';ance with. �ajl �C.�- ,,-' : ,A� . ,I � t : : .A in a im�rn-r . . Ppl; at�:e , A: �es ,,nd roles. Z Adki-1,e,rA IQ:s dirt, :; -L)e.j t, y wi lrd,vklixl lot opi-i-rator mj�-,t be rep,,­�f%-" or ' ' � rd --c --t':silizee, 'vith N.'w-P,-40fY or Pr ?rmfjn,�111+ surf, f, stobi�kction, .. 0 e 7 . � 1101, �. 8, When fim,� is cppropricte , and a,i S:' 1 ,as Poss-:'Ve, roof &�Nn SPO,,jf exxt-ard,ars of 11 - , . . " , a n,,m-pe xat,�d cir�,-n tile shf"UI:4 be �,xtf_16�� t� tf" , , , . � 'e ,,�J,,�,O, or other scld ojfld until u 10'An is eni�kl!isfied, . .1 k ^ , , ;1 "O", individucl reidnti,al 1-i-As, fi,%0 stnb6�06C,n meet�lq the �-,riferiQ nf Pule 51 will be och,�i�ve,d w*3pr the ir-AW,dual kA operott�,r. , �' I 0 , Completn final -46'k. ...K,Irl ff b, Ito; instdled, iIppr -,pr.iote ero;,i(,n and s�,diment coniir,,l mc,o�,i,�tes fr,r or: i y; : . - I , . ndi Aid IfA pd to oc,%p,,)ti)n of pi, tj,.,rf,,e by the �,(,f_ �' V. � ,*,cwr�.c.r .�rjd '..no,, ,�, , informed the homeowner of the rq irem,, 'n I fo,,, on bervefit,� "f, finol , � ,, 0 ,I, 3 � Z�. r t i o 1, � SHEET NAME FORESTAL ESTATES CARMEL CLAY TOWNSHIP - HAMILTON COUNTY INDIANA — esign By Drawn By Checked B Approved CCB TJW CCB 7 CCB Date 09/17/2007 Job No. 07-034 Scale NONE Sheet No. C501 `__---_ �Rcµn li4tvT PP3,-fZ' CTIC,x". ',,-. �.,�"R ,YARD /� �,FANA�.' a?fkf - 400 ......................... ­ g ............. 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I., I "I � 0 00 SAMPLE EROSIIO�j SEDIMENT CONTROL PRAC110E PLAN FOR A TYPICAL ,.:;. -;.",;;;.,��zzaz;- �;;��Uu ��;zzu=..;�z;;;�-�;,:;":;:-:�:::,' � ONE— OR TWO—FAMILY DWEWNG UNDER CONSTRUCTION ""-,;,��,� ': sck-L. t, -f"CIE - -------- � - I -­ I I PuV11101W111 I P> A R T7 � S C �AP E 10/0 1/071 REV. SXN�. & LANDSCAPE 0 :E 1\T II I 1\,T ]E __E IR, 11\T � 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485-0000 INDIMDUAL LOT EROS ON CONTROL PLAN LEGEND ---------- ­ . �;Zzl r'$?CPEIRTY U-NE1111 I � . . I SW LJ D RCP I N';1 F.. PROTECTION! I I a i SILT 111141r,111 I , ./­­ I—— -,\ , , � : 1­1 ........... ...... ........ •- ••--- •--- _..... ANSHED DPA�NACE : � i 1-1 11: A I 1111� UTIUZAT.ON .M•...... .... _11-I.- ............... I .... 11­11'1�. Ek'STNG' 1D'RAiNAGF --- __ P " 'L Z*� Z-, (D PEP44,'ENT -IIEEDNAC, a- � ,� TRE'El C'C11t16:1ERVATi0N I�1» Ll CURB �NLFT PPIOTECT-0f4 . ... . . . , , I , , ''"* $1. I .11, , -, .. - " GF`,41:1 EWRANCE / I .� -XiT PAD _'_'____ 1 PROVISIONS FOR ERC6,10N AN" S DIMENT (,00ROL. ;'-)N INDiAD-AL zBU011NG 1 OTQ- :1 1; t.4 .1 V9 : �1; � I/. ! 1, The individiud lot operctor, wilether ,�.'Wfl nq th�,- prf�;�,�, +11; or Qr,finq as the 0" A 04 � I . pr : . .1 : tn erosion " on ffik' PfcT;tN1Y Vwrie'rl sh(I'll be r,eapnsib1c, nor d sediment cortrol requifernvAs a-,>S,_,,6atc-,,i wit 0_-'_fMiV_-'1, or. indiv,duol lc-&�,, 11 4. Temr-p­ I i : OrOr-f :t'*-dr,-d OrO�ls 0�-Aot,lishied by •t'!i�, &*�c;)er at be mi3intain,nd by hamebu�:6�r cad WS r,ub-contracilor��. 4"': ., I : ,� t�o ,� : , 1. Ilp"t .er!ce!'�, ve'riou,-��y iinstQfletl will be - moinh�ned. . . ,), lm,Aalidkon and mdr-te,"'Ince of 0 �atoble C�:,ns+ructi,_ - � m s:t. $xcess dfi kom the h,­3�>e /'�,,it_' to the stre,�A/dh-y ball be installed, c�on,-�istinq ., `1 r . . . , o� Number 2 S,wne., 6' tf* c,r,d ,3 minimurr, of 12' wide, Top dr"�s os .,),,,C�d<�.d. ,fhi,, gjh,�.Ij b- I _, , utilized for �rk . �,,, in IZ % , .1 & 1 try: ' b 'he stred/ Ilo,y sholl b;, pri<rllp't;;"" r-'Inow'd On phxf,d "'n ,- st;a°ole ^V'ren" ftter shgj� r.0i b : Mud Or ,,d&ns> into the �tol-rrll i,Iewiar :�')>-Af,;n, � e usd to flush S�J, , : , 1n,;t<;'k;4if:.') <,­d rnoir-.��niailu of approp-6�te perjnet,��r cr.,- � _fsj�rl Qrld �-p , _,�.Jim..e'nt ,C�->ntrj�,J , . ' ln-�,,i��iures pi'iclr to lor.-d dil�tlurbarce- A silt f,�ncp, :,,, to bf,- �;I-Mofled 0�og dh . I , Curb of thf; -rout pr("e�ly F :�i-, ,�md dmg the dley or at tt�e ed,p of ti ,.e I , , ,.e r-,.Ir drC-iwoge ezvmmt. T6, silf firm. sholl t� r,­cI'r�.iQ':-.--,S,1d unt.1 pNrmcn�n4 v�qetotti;,n ( �_l I ,qr,�St) i�; C--,t,*i_--: ed 5, _Sledimrmt dlsc: ho'qe onfj 11rccking from ec.-h k,t m,.��t b(, --minhized t1roughout lh.; �, . : Jorsc , dk tutirq act:'i,rilie%� or, the 1�-,t ,jn�il alt : sari - � pwrl"Onent 1Aab,11,:-,-QU:,,,�n 110,3 bQ.��v ochieved, .1h � _.� 6, Geari­...,p of sed,:-Mf-,,-13t at is ei�II tr,,-;��ked ,,�f wash onto r�)uds, Lulk deming Df " . i?d�ment �,�,,,A n(A 4, *ud .1 wQtc,r, Cle,c.r,�d F>�edhent nnust be ' 4 'r.1 4,C, fwshiq Ine Cr �o wit, '. k . 1� I I " red,str`nb�d or dispo,--ed c , th�lt is in com l';ance with. �ajl �C.�- ,,-' : ,A� . ,I � t : : .A in a im�rn-r . . Ppl; at�:e , A: �es ,,nd roles. Z Adki-1,e,rA IQ:s dirt, :; -L)e.j t, y wi lrd,vklixl lot opi-i-rator mj�-,t be rep,,­�f%-" or ' ' � rd --c --t':silizee, 'vith N.'w-P,-40fY or Pr ?rmfjn,�111+ surf, f, stobi�kction, .. 0 e 7 . � 1101, �. 8, When fim,� is cppropricte , and a,i S:' 1 ,as Poss-:'Ve, roof &�Nn SPO,,jf exxt-ard,ars of 11 - , . . " , a n,,m-pe xat,�d cir�,-n tile shf"UI:4 be �,xtf_16�� t� tf" , , , . � 'e ,,�J,,�,O, or other scld ojfld until u 10'An is eni�kl!isfied, . .1 k ^ , , ;1 "O", individucl reidnti,al 1-i-As, fi,%0 stnb6�06C,n meet�lq the �-,riferiQ nf Pule 51 will be och,�i�ve,d w*3pr the ir-AW,dual kA operott�,r. , �' I 0 , Completn final -46'k. ...K,Irl ff b, Ito; instdled, iIppr -,pr.iote ero;,i(,n and s�,diment coniir,,l mc,o�,i,�tes fr,r or: i y; : . - I , . ndi Aid IfA pd to oc,%p,,)ti)n of pi, tj,.,rf,,e by the �,(,f_ �' V. � ,*,cwr�.c.r .�rjd '..no,, ,�, , informed the homeowner of the rq irem,, 'n I fo,,, on bervefit,� "f, finol , � ,, 0 ,I, 3 � Z�. r t i o 1, � SHEET NAME FORESTAL ESTATES CARMEL CLAY TOWNSHIP - HAMILTON COUNTY INDIANA — esign By Drawn By Checked B Approved CCB TJW CCB 7 CCB Date 09/17/2007 Job No. 07-034 Scale NONE Sheet No. C501 SAMPLE EROSIIO�j SEDIMENT CONTROL PRAC110E PLAN FOR A TYPICAL ,.:;. -;.",;;;.,��zzaz;- �;;��Uu ��;zzu=..;�z;;;�-�;,:;":;:-:�:::,' � ONE— OR TWO—FAMILY DWEWNG UNDER CONSTRUCTION ""-,;,��,� ': sck-L. t, -f"CIE - -------- � - I -­ I I PuV11101W111 I P> A R T7 � S C �AP E 10/0 1/071 REV. SXN�. & LANDSCAPE 0 :E 1\T II I 1\,T ]E __E IR, 11\T � 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485-0000 INDIMDUAL LOT EROS ON CONTROL PLAN LEGEND ---------- ­ . �;Zzl r'$?CPEIRTY U-NE1111 I � . . I SW LJ D RCP I N';1 F.. PROTECTION! I I a i SILT 111141r,111 I , ./­­ I—— -,\ , , � : 1­1 ........... ...... ........ •- ••--- •--- _..... ANSHED DPA�NACE : � i 1-1 11: A I 1111� UTIUZAT.ON .M•...... .... _11-I.- ............... I .... 11­11'1�. Ek'STNG' 1D'RAiNAGF --- __ P " 'L Z*� Z-, (D PEP44,'ENT -IIEEDNAC, a- � ,� TRE'El C'C11t16:1ERVATi0N I�1» Ll CURB �NLFT PPIOTECT-0f4 . ... . . . , , I , , ''"* $1. I .11, , -, .. - " GF`,41:1 EWRANCE / I .� -XiT PAD _'_'____ 1 PROVISIONS FOR ERC6,10N AN" S DIMENT (,00ROL. ;'-)N INDiAD-AL zBU011NG 1 OTQ- :1 1; t.4 .1 V9 : �1; � I/. ! 1, The individiud lot operctor, wilether ,�.'Wfl nq th�,- prf�;�,�, +11; or Qr,finq as the 0" A 04 � I . pr : . .1 : tn erosion " on ffik' PfcT;tN1Y Vwrie'rl sh(I'll be r,eapnsib1c, nor d sediment cortrol requifernvAs a-,>S,_,,6atc-,,i wit 0_-'_fMiV_-'1, or. indiv,duol lc-&�,, 11 4. Temr-p­ I i : OrOr-f :t'*-dr,-d OrO�ls 0�-Aot,lishied by •t'!i�, &*�c;)er at be mi3intain,nd by hamebu�:6�r cad WS r,ub-contracilor��. 4"': ., I : ,� t�o ,� : , 1. Ilp"t .er!ce!'�, ve'riou,-��y iinstQfletl will be - moinh�ned. . . ,), lm,Aalidkon and mdr-te,"'Ince of 0 �atoble C�:,ns+ructi,_ - � m s:t. $xcess dfi kom the h,­3�>e /'�,,it_' to the stre,�A/dh-y ball be installed, c�on,-�istinq ., `1 r . . . , o� Number 2 S,wne., 6' tf* c,r,d ,3 minimurr, of 12' wide, Top dr"�s os .,),,,C�d<�.d. ,fhi,, gjh,�.Ij b- I _, , utilized for �rk . �,,, in IZ % , .1 & 1 try: ' b 'he stred/ Ilo,y sholl b;, pri<rllp't;;"" r-'Inow'd On phxf,d "'n ,- st;a°ole ^V'ren" ftter shgj� r.0i b : Mud Or ,,d&ns> into the �tol-rrll i,Iewiar :�')>-Af,;n, � e usd to flush S�J, , : , 1n,;t<;'k;4if:.') <,­d rnoir-.��niailu of approp-6�te perjnet,��r cr.,- � _fsj�rl Qrld �-p , _,�.Jim..e'nt ,C�->ntrj�,J , . ' ln-�,,i��iures pi'iclr to lor.-d dil�tlurbarce- A silt f,�ncp, :,,, to bf,- �;I-Mofled 0�og dh . I , Curb of thf; -rout pr("e�ly F :�i-, ,�md dmg the dley or at tt�e ed,p of ti ,.e I , , ,.e r-,.Ir drC-iwoge ezvmmt. T6, silf firm. sholl t� r,­cI'r�.iQ':-.--,S,1d unt.1 pNrmcn�n4 v�qetotti;,n ( �_l I ,qr,�St) i�; C--,t,*i_--: ed 5, _Sledimrmt dlsc: ho'qe onfj 11rccking from ec.-h k,t m,.��t b(, --minhized t1roughout lh.; �, . : Jorsc , dk tutirq act:'i,rilie%� or, the 1�-,t ,jn�il alt : sari - � pwrl"Onent 1Aab,11,:-,-QU:,,,�n 110,3 bQ.��v ochieved, .1h � _.� 6, Geari­...,p of sed,:-Mf-,,-13t at is ei�II tr,,-;��ked ,,�f wash onto r�)uds, Lulk deming Df " . i?d�ment �,�,,,A n(A 4, *ud .1 wQtc,r, Cle,c.r,�d F>�edhent nnust be ' 4 'r.1 4,C, fwshiq Ine Cr �o wit, '. k . 1� I I " red,str`nb�d or dispo,--ed c , th�lt is in com l';ance with. �ajl �C.�- ,,-' : ,A� . ,I � t : : .A in a im�rn-r . . Ppl; at�:e , A: �es ,,nd roles. Z Adki-1,e,rA IQ:s dirt, :; -L)e.j t, y wi lrd,vklixl lot opi-i-rator mj�-,t be rep,,­�f%-" or ' ' � rd --c --t':silizee, 'vith N.'w-P,-40fY or Pr ?rmfjn,�111+ surf, f, stobi�kction, .. 0 e 7 . � 1101, �. 8, When fim,� is cppropricte , and a,i S:' 1 ,as Poss-:'Ve, roof &�Nn SPO,,jf exxt-ard,ars of 11 - , . . " , a n,,m-pe xat,�d cir�,-n tile shf"UI:4 be �,xtf_16�� t� tf" , , , . � 'e ,,�J,,�,O, or other scld ojfld until u 10'An is eni�kl!isfied, . .1 k ^ , , ;1 "O", individucl reidnti,al 1-i-As, fi,%0 stnb6�06C,n meet�lq the �-,riferiQ nf Pule 51 will be och,�i�ve,d w*3pr the ir-AW,dual kA operott�,r. , �' I 0 , Completn final -46'k. ...K,Irl ff b, Ito; instdled, iIppr -,pr.iote ero;,i(,n and s�,diment coniir,,l mc,o�,i,�tes fr,r or: i y; : . - I , . ndi Aid IfA pd to oc,%p,,)ti)n of pi, tj,.,rf,,e by the �,(,f_ �' V. � ,*,cwr�.c.r .�rjd '..no,, ,�, , informed the homeowner of the rq irem,, 'n I fo,,, on bervefit,� "f, finol , � ,, 0 ,I, 3 � Z�. r t i o 1, � SHEET NAME FORESTAL ESTATES CARMEL CLAY TOWNSHIP - HAMILTON COUNTY INDIANA — esign By Drawn By Checked B Approved CCB TJW CCB 7 CCB Date 09/17/2007 Job No. 07-034 Scale NONE Sheet No. C501 Storm Sewer PLAN INDEX Al Plan Index provided below A2 11 "x17" Plot denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: 3 lot single family subdivision. A4 Vicinity Map: Denoted on Sheet 1 A5 Legal Description of Project Site: See attached Secondary Plat and NOI Letter. A6 Location of all lots and proposed site improvements: See sheet C200. A7 14 Digit Hydrologic Unit Code: 05120201090060 A8 State or Federal water quality permits: None A9 Specific points where Stormwater discharge will leave the site: Stormwater will discharge from the site into existing storm sewer networks within Forestal Estates. The storm sewers are routed through detention ponds prior to discharging into ? ? ? ? ? ? ?; see Site Development Plan Sheet C200 for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: see Site Development Plan Sheet C200 for more detail, All Receiving Waters: None Identification of potential discharges to groundwater: None A13 100 Year Floodplains, Floodways and Flood Fringes: None A14 Pre - Construction and Post Construction Peak Discharge: 10year Pre - Construction Peek Discharge (Total) = X.X CFS 10year Post Construction Peak Discharge (Total) = X.X CFS A15 Adjacent Land Use (See Development Plan - Sheet C200 for more information): North: Residential (Private Home) South. 141st Street / Residential (Private Home) East: Residential (Private Home) West: Ditch Road / Residential (Private Home) A16 Locations and approximate boundaries of all disturbed areas: See Sheets C200 for locations. A17 Identification of existing vegetative cover C200. A18 Soils Map including descriptions and limitations: See sheet C500 for soils map, description and limitations, A19 Locations, size and dimensions of proposed stormwater systems: See Site Development Plan Sheets C200 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: See Site Development Plan Sheet C200. A21 Locations of Soil Stockpiles: Stockpile areas shall be located as for away from ponds, existing storm sewer inlets and existing swales as possible. Stockpiles shall not be located closer than 15 feet from any property line. Stockpiles shall be immediately seeded and secured with silt fence. A22 Existing site topography See Site Development Plan Sheet C200 for existing site topography. A23 Proposed final topography See Site Development Plan Sheet C200 for proposed site grading and drainage patterns. B1 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. B2 Sequencing of stormwater quality implementation relative to land disturbance activities: This plan has been created in an effort to eliminate sediment from leaving the Forestal Estates project during construction protecting the adjoining properties. The majority of the misting watershed sheet drains into concentrated flow prior to entering the existing storm sewer system of Forestal Estates. The storm sewer system conveys the water to a drainage ditch along Towne Road and 141st St. PRECONSTRUCTION ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Moley ") at 1- 800 - 382 -5544 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. An orange construction fence shall be constructed along the perimeter of the tree preservation areas prior to any earth moving. 3. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. Potential areas are identified based on existing topography. More specifically, a silt fence shall be installed along the entire southern boundary of the site and along the northern third of the eastern boundary 4. Inlet protection shall be placed at the four existing beehives located near the eastern boundary of the site. 5. Evaluate, mark and protect important trees and associated root zones. Evaluate existing vegetation suitable for use as filter strips along the North, South, East and West boundaries. 6. Maintain a 10' minimum grass filter strip per plan location 7. A construction entrance shall be placed per the plan location. 8. Establish construction staging area for equipment and vehicles as far from detention ponds and swales as possible. 9. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 NOI and Rule 5 inspection documentation. ESTABLISH SILT BASIN: 1. Install the temporary outfall (21" RCP) system for the proposed pond located at the southeastern boundary of the site. Per the Storm Sewer & Specifications Plan Details, extend with a perforated riser for the temporary sediment basin. 2. After completion of the outfall pipe and perforated riser, commence construction of the temporary diversion swales and temporary sediment basin. The southern side of the sediment basin shall conform to the future pond. CONSTRUCTION ACTIVITIES: 1. Once erosion and sediment control measures are in place begin land clearing followed immediately by rough grading. Do not leave large areas unprotected for more than 15 days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days or more will be stabilized (seeded, mulched, wet.) immediately. 2. After completion of mass grading, final grade and seed pond banks, landscape berms, common areas and swales immediately after grading is completed. 3. Upon completion of mass grading, install sanitary and storm sewers. As storm sewers are constructed, install inlet protection measures. Install riprap upon completion of end section installation. 4. Upon completion of sewer installation and inlet protection, proceed with street construction. 5. Liming of streets should be done prior to the installation of storm sewers to present the transmission of lime dust to ponds or receiving waters. 6. Once pavement and curbs are in place, install curb inlet sediment barriers. 7. Once inlet protection is in place, final grade all areas. Upon completion of all Grading, verify depth of pond per plan requirement, dredge as needed. B3 Stable construction entrance location(s) and specifications. See Erosion Control Plan Sheet C500 for location(s) and Sheet C500 for construction entrance details and specifications. B4 Sediment control measures for sheet flow areas: See Erosion Control Plan Sheet C500 for locations of sediment control measures and Sheet C500 for construction details and specifications. B5 Sediment control measures for concentrated flow areas: See Erosion Control Plan Sheet C500 for locations of sediment control measures and Sheet C500 for construction details and specifications. B6 Storm sewer inlet protection measures, locations and specifications. See Erosion Control Plan Sheet C500 for locations of inlet protection measures and Sheet C500 for construction details and specifications. B7 Runoff control measures. See Erosion Control Plan Sheet C500 for locations of runoff control measures and Sheet C500 for construction details and specifications. B8 Stormwater outlet protection specifications: See Erosion Control Plan Sheet C500 for locations of stormwater outlet control measures and Sheet C500 construction details and specifications. B9 Grade stabilization structure locations and specifications: See Erosion Control Plan Sheet C500 for locations of grade stabilization control measures and Sheet C500 for construction details and specifications. B10 Location, dimensions, specifications and construction details of each stormwater quality measure: See Erosion Control Plan Sheet C500 for locations of various stormwater quality measures and Sheet C500 for construction details and specifications. Bl l Temporary surface stabilization methods appropriate for each season: See Erosion Control Plan Sheet C500 for locations of temporary surface stabilization measures and Sheet C500 for construction details and specifications. B12 Permanent surface stabilization specifications. See Erosion Control Plan Sheet C500 for locations of permanent surface stabilization measures and Sheets C701 -703 for construction details and specifications. B13 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e... countermeasures) should they occur. Definitions. Pollutant: means pollutant of any kind or in any form, including but not limited to sediment paint cleaning agents. Concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendments: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water: None 2. Drainage System: All storm drainage leaves the office site by open ditches and closed storm systems eventually draining into Irishman Run. It thee follows the ditch southwest 3. Possible Spill Sources (during and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contamination. The facility does hove city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a) Dialing "0" from any telephone. b) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a) Barricade the area allowing no vehicles to enter or leave the spill zone. b) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office: 317- 233 -7745 Toll Free: 803 - 233 -7745 Also the National Response Center at 800 - 424 -8802 and provide the following information: • Time of observation of the spill • Location of the spill • Identity of material spilled • Probable source of the spill • Probable time of the spill • Volume of the spill and duration • Present and anticipated movement of the spill • Weather conditions • Personnel at the scone . Action initiated by personnel c) Notify the Carmel Fire Department Phone: 9 -1 -1 d) Notify the Sheriffs Department Phone: 9 -1 -1 e) Notify waste recovery contractor, maintenance personnel or other Contractual personnel as necessary for cleanup. f) Coordinate and monitor cleanup until the situation has been Stabilized and all spills have been eliminated. g) Cooperate with the IDEM -OER on procedures and reports involved with the event Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of quaffed contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management 5. Flushing of spilled material with water will not be permitted unless on authorized by the Indiana Department of Environmental Management B14 Monitoring and maintenance guidelines for pollution prevention measures: Straw Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it Silt Fence Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation, 6. Promptly replace any displaced rip -rap, bring careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re -seed the area and relay and staple the blanket 3. After vegetative establishment check the treated area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Top -dress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for individual building lots: See Sheet C805 for Construction details and specifications for erosion & sediment control on individual building lots. Cl. Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, rood grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment/pollutants will not enter the Lake(s) or storm sewer system. 3. It is recommended that any proposed wetland areas and plantings (if any) be constructed / placed after final grading and sufficient vegetative growth has been established to a point where sediment /pollutants will not enter the proposed wetlands. 4. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by homeowners association or local agencies. 5. Inspection and maintenance of individual lots is the responsibility of the home builder or his designee until the homeowner buys and thereby accepts responsibility for the individual lot C3 Description of proposed post construction stormwater quality measures: Site and facility design for Stormwater quality protection on this site employs a multi -level strategy consisting of: 1. Reducing or eliminating post - project runoff. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated Stormwater runoff before discharging it into the storm sewer system or receiving waters. Typical stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) include: a. Detention /Retention devices b. Reducing Runoff or Direct runoff from impervious areas c. Vegetated strips and /or swales d. Permanent erosion control seeding and plantings e. Outlet protection & velocity dissipation devices f. Earthen dikes, drainage swales and lined ditches g. Rock slope protection h. Mulching It is the intent of this plan that the implementation of the above described stormwater quality measures is executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of stormwater quality measures: See Sheet C500 for locations of permanent stormwater quality measures and Sheets C701 -703 for construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a dry and clean site ". The best option would be to perform maintenance activities at on offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that con contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implemetations If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater run -on and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that `.nvolves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP ore under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off' of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in dedicated fueling areas. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Dedicated fueling areas should be protected from stormwater run -on and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent run -on, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid caste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by prodding designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans. Coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non - hazardous equipment ports, Styrofoam and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, and curing compounds) ore not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage. And Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by the contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stocked in an orderly manner. Stormwater run -on should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or pending. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: • Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. • Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. • Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. • Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. • Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERATIONS Description and Purpose Dewatering operations ore practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of non - stormwater from construction sites. non - stormwater include, but are not limited to, groundwater, water from cofferdams, water diversions, and water used during construction activities that must be removed from a work area. Practices identified in this section ore also appropriate for implementation when managing the removal of accumulated precipitation (stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. ````,,►►►III,II ,�5� p,N .. 49q''', \S1'E' , N0. - : - * 910326 = _ STATE OF 4NAL E %% � - - 'Ka;0-1-� Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins ore generally larger than Sediment Traps. Appropriate' Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash, Implementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. Maintenance Maintenance is required for safety fencing, vegetation, embankment, inlet at outfall structures, as well as other features. Removal of sediment is required when the storage volume is educed by one -half. Sediment Trap: Description: A sediment trap is o temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins, Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet Use rock or vegetation to protect the trap outlets against erosion. Maintenance Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Bag Filter: Description. A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt and fines. Appropriate Applications. Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bole barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: Is this Evaluation following n rninfnll Yes Date of Inspection: No If vpG rintp the rein ctnnnPd- In r,hpc + No. PROBLEM or CONCERN YES NO VA 1. Is the site information posted at the entrance? 2. Are all necessary permits attained and special rovisions being implemented? 3. Is a construction entrance installed? Is it effective? Is it enough 4. Public and private streets are clean? 5. Are appropriate practices installed where stormwater leaves the site? 6. Silt fence is entrenched into the round? 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? Terminated to higher round? Property joined at ends? 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? 9. The earthwork for erosion and sediment control practices is properly graded, seeded and or mulched? 10. I Diversions swales and/or woterbars are installed to plan and protected? 11. Perimeter practices have adequate copccity capacity and do not need to be cleaned out? . 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross-bracing and/or stakes are adequate and meet specifications? 15. The fobric straw, mulch and or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or rotected? 19. Stormwater outlets are adequately stabilized? 20.1 Temporary stabilization of distributed ground has been addressed? 21. 1 Disturbed areas that will lie dormant for 15 day2 are pfonned to be protected? 22.1 All protected dormant areas meet a minimum 70% coverage 23. 1 Growing vegetation has sufficient water and/or nutrients to row? 24. 1 Permanent stabilization of disturbed ground is progressing through the ro' ct? 25. Final grading and stabilization is progressing on completed areas? 26. The soil has been properly prepared for seeding? 27. Hard or soft armoring is installed where natural ve etation will erode? 28. Water um in operations have a protected outlet and dischar e water is clear? 29. A designated washout is established for concrete trucks? 30. Runoff is not leaving concrete washout area? 31. 1 A dumpster is onsite for trash &s osal? 32. Fuel tanks and other toxic materials are safely stored and protected? 33. Smaller construction sites not required to file a separate NOI are complying with the overall Ian? 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION Identify the problem by number and /or provide additioncl explanation as needed. Developer Representative contacted, name and date: Date: Contractor Representative contacted, name and date: Date: Report Submitted by: Date: M MANHOLE. CASTING SCHEDULE *7 *H�T MANI "Ti 1RE-, ........ ... -13 . ..... ..... J 12212AL-1 R .... 1772 'W AT E EAST jORDAN ... . ........ I D22Z105 -- - ---------- 1022Z1PT_-_ ICASTING SHALL. BE EITHER SELF-SEALING CR 'WATERTI' G.HT, (SEE PLAN && PROFILE SHEETS FOR CASTING TYPE' ;. LIDS SHAIL BE STAMPED "SANITARY SEI�Nq--R" ANrD HA*VE (],10SED PICKHO-LES, FR'AME SHALL BE SET ON 0,01)-53LE RO�N OF 1/2'1 KENT !:�,EAL, (MR ISINGLAE ROW 01'" 1" KIKINJI SEAL qu ,NJANHOLE CASTI'NG SCHEDULE). F.'.-EXRIB INTERNAL CHIIMNEY SEAL OR APPROVED -,-".,-,-.,SLOPE AWAY"-,"-,,-"" --BACK PLASTER FINISH GRADE NCRETE ADJUSTING RING PRECAST CO'� 24" DOUBLE ROW OF KENT SEAL ........ .......... IJANHOLE STEPS PER SPECS 4" NIMNW�A FLAT SJRFACE INTERIOR JiDiNT' ANID LIFT HOLES HAIL BE SEALED WITH NON-SI-SRINK BUTYL RUBBER WITH GROUT PER SPECS, PLAS71C, WRAP COVER­jx, / SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL TO ASTM C-443 AND ON DOUBLE ROW OF . .......... .......... - .... ---------------- \LE POW OF 1- KENT SEAL KENT SEAL OR SIN(, -NF. PER ASTM SPECS .............. fAANHOLE REI PIPE LAA. f-"ER PLAN-11 & PROFILE L BENCHWALL SHALL BE CLASS "B" CONC, SPRAYECD ------ BENCIAWALL HEICGHT SHALL BE 80% OF FIWE DIA, 5171P�IiNOUIS C COATING OVER-- ENTIRE EXTERIOR ------------ - ':CTION 1300'TS MANHOLE TO PIPE.: CCNIN� SURFAC'1- iNCLACHING LATERAaS, SHALL BE PRESS -------- KOR-N-SEAL WITH STAINLESS STEEL WED1,3E, A-tCK CAST IN PLACE OR APPROVED EQUAL. .............. ....... ....................................... 6" MIN. COMPACTED #8, STONE: LED, CTRWD SANITARY MANHOLE DETAIL NOT TO SCALE T�ENCH WIDI*H MAX101wl 10 TRENCH BOX OR OTHER IOSH4 - AT T'0,P ff EXCAVATION ACCCEPTABLE 7RENCH SAYEI-� SYSTU� X X X *CLEAW BACKFLL MATERIAL FREE OF F;'J"CKS� TREN0 W01-1 SHAU. NOT EXCEED A R E) I - �4-,: 5 1, ETC� LARGER THAN 6" OR OT�-- xA -OU T;� ... 6"'i ... WDIkE ... i�AN 1,0 FOOT T MATERL (COMPACT PRE�TNT SE.7fl-EMEN IN AREAS VATHIN 5' OF ROAD SURFACE, BACKFILL 'UR 'EPARTMENT OF PER REQ . EMENTS OF INDIANA 77- \T FIL TRANSPIRTATION AND COMPAC -L TO 95% MODIFIED PROCTOR DONSITY, 112 D + 112' FOR PVC PIPE' x 1/2 D + 6* FOR DI 8 CRUSii[D STONIE OR NUMPi-f? 8 FRA0JR[I) FACE T AGG.PFGAIE 7'­',-ILL1- MATERIAL IS TiO BE PLACED FROM t INCh-5 BELOW TO D X 1.11, '. 1/2 D 7 71, PIPE 7 AgOvE T�.-,� Tff TPENCh SHOULD BE A MINIMUM OF 18 INCHES WDE, SHOIVIL SLICED, HANO TAMPED AND WALKED IN. 0.. SEE IFIRST LAYER SEDONS TABU: BELOW HAND TAMPED AND WALKED 19, -LL EIC -V A 71T) (8,, LE EX,�,A 42 STONE AS REQUIRE j BY A EN�INEER SCU. CONNTIQ6, - -DEPT-1 TO STAB-1I '-'-ROUND PER ENGINEER SEWER AS PER CONS TRUCT111110NI PLANS FIRST LAYER BEDDING TABLE PIPE S�zf 6V To 15W 18* & 01a BEDDING BELOW THE M.�N-Wum = 6" MINIMUM = 10, PIPE BARRO. AND BF�IJ. D i- 18" (nnAL MI LA=S) PIPE SIZE A B I -0 18" T , 4� 211 1�43 18* AND C;PEATER 0 + 24" D i- 18" CTRWD SANITARY SEWER TRENCHING, BEDDING & BACKFILL DETAIL NOTTO SCALE (CTRWD) - SPECIFICATIONS 0WIJ: I NUNIN11 Al SPE(WIM 11W R1101ARM IM yk 11) psi DR0P 11011 SIZE ANI) I I 0FP1PL I\1)1C,A-... 11) (testing; proNstwe aker stabilization no less than 4j) psi ailvi w; wora than 80 psi) Plp;� Nhiniumll 1�,�llgdl t'or T'ime I'of 15* AND 45', (TYPICAL ALL LATERALS) --.Nm*— . . . .. .1 ------ - WNUUM FALL- 1/8- PER FOOTI MAY NEED TD BC DEU�ER r -OR (nnAL MI LA=S) LONG BUILDING LATERALS OR 1 lbunnor 'I'i i i -i i�, "'Aininion) Specification lime fbr I,kn,�glh (L) sho-817,1, I-nin" 11myR I T !I ............................................ ........................ .................................. ........ ................................ ............ . .. ... ..... ..... ........... .. 10 0 11 ... ..................... ................ 15() 11 . ....... .............. ...... ............... 2()i�') ft ............. ............ ............................................................. i 250 11 � 30H) 11 ......................................... i 350 11 ..................................... 400 11 .............. i 150 11 ........... i 4 3,46 .. ............. ............ i �97 .... (13SO 1. 3:46 3:40 3: 46 .............................. 4 ............... ............... 3:46 ............ ............. 3, 4�'.� .......... 3�46 ... .... ....... '3: 4 6 5: 4 0 j 308 0854 1. 5 M 5 vl-0 -04 1 5:40 5:40 5; 40 5 -4() 5 4 2. 2.4 -200— AN L .................... . ........ 08 1 11:2, 10 -------------------------------------------------------------------- 126 239 ------------------------------------------------------------------------------------------------- 2374 1. 126 1126 ........................ T26 ----------------------------- 453 ---------------------- - ......... 11,52 ........... * --------------- IT 51 - --------- - - - ----------- 15:49 . .............................................. 1 17!4X .......... 12 j I 1,2�) 199 �1' - 41 Of 1. 11:20 11:20 1 11:24 1 14:15 17:05 1 19:58 22:47 1 253S 15 1,4111) 151) 5 342 1. 10 10 14- 1 D I 174S 2115 2042 3 1 -. CY 3� �36 1 40-.04 18 171Y) 133 ?.692 1, 11700 19:13 1 25:38 1 32:03 38:27 44:52 51:16 i 57>41 ............ ... .. ........... 1 9 5 0 ........................... 11 4 ..................................... 1 0 4 7 0 1 1 9 5 0 ...................... ... 26 :1 0 ... .... ...... ........... 34:54 .............................. i 43:37 ? ............................................................ 52:21 61 1 )6 .............................. 69 :4S 7 X n 3 24 22:40 1 99 13174 1. 2 2:47 34:11 1 45:34 1 56:58 68:22 1 79:46 ....................................................... 91: 10 102:33 25:3-�) $8 1 7-1�06 J; 5 1 43:16 1 57:41 1 72:07 �6,32 100: 5 7 115:57 1 129:48 1 3U 28:20 1 80 21.3661. 35:37 53:25 1 71:13 �4'9, 0 2 11. 16 -, 5 124:38 142:26 1 160:15 ................... ............. (CTRWD) SPECIFICATIONS 1 33 ........ ............ 1 3 1: 10 ..................................................................... 1 72 ...... 25.852 1, **"* ............................... 4105 ^ ----------- =8 1 86:10 .............................. 1 107:4.4 .............................. 1 IV 16 ------------------------------------------------------- 1 150:43 172:21 ...... ......... 193:53 i 1 36 ............................................................................................................. i 3419) F 1 6 3, 0. 1. ....... --- .............. 5 V 17 1 ......... 76-55 ............... ............. 1 10204 -- ......... ............. ? 1 12K 12 --- ....... .... - ......... IS150 --- ......... - .... ..................................................................... 1 29 2. 0.`� -. 07 '2.30-46 ............................... To 1W, 1*-SIA) 1`01z PRINKFE SIMAIR MON, 111.01110 1 EN T 1% row7umn) Ins-1,10n, 11101101) 3110007 of (lav to"islip Itegionsd AMW L)i�4ri�l (11h,- and (11001) shall apply Sir all xxiork and inatcrials, Sanitar, Ne"er pipe shad I lie WaVed in aactKance Qih SeclOwn 715 01he �.,mren- TNF)0T xizoid,,ii-d San i L,,ry sw er yvaii ty p ipo wiloss 1woosurs rated j1pe rcqW red per I M or dixectional (161led pilio. shmH bo MANK (210wridw (11117) in acoordmn�2;�., ,�ith AMAI �,Jth I 1101011"n wfl d0yalil"I oF SJ)R :35 and irstalled p;:n- ASTNT spechication. P% L, jnp,� useds shoil' be gwoved bell. spigot cut wxI gaikeled, '11he pips, shall he inade MAI: plasho having a ccll cLinsilicalion of' 1.1451B. 1A f it oil' shod I aim, cm i Wrin lo I hv� wl�ts �4' I h o � V%, 1)Tj34-'%9 "'JI firtim, 's sball K� rnold,�d in oti�, pi�c-,� vvilh �!�,andarj pjp,� bells. gasketed uld �5pigut ends. nn;-okled P\ C' ,� ith stand,-Ird pip" balls. gashon and -;,�pigot ends lbr baXtt�-haJk N� V��s M'� 'A%tL llli�-knesv of 01 Win, �Tiall have it ridnin1=1 de4i;Q116011 0AM 26. Gawkety W, el,,I�omk�riej Ili lay Shall lie I"Oldal 1001 a n-liniolur.0 ,ind io M111 11477 spavil1wrtion. .111 sannary nvuiholwy; shall be prwist wmwn�le lumloles ir id'i ASTN' (.'47,X' ,-aid ',1'-,Qcfion 720 ofthe 1?jL)()'f standan! "Pecillnuions llandbo(,'�k, 0-rill, Shall �:�,,-enform to (443. Ikuble rw ol-Kcni o.r �d-.all. be alljoinis "mi b�,-t��ecvj riser rings vmd oasiing4 Nixihole si, squiving shal I lie i", inore Wall I Vinchns MaNuAvs shall lie air tasted 10 loal,agn in acconhuhm �a iMSIA1 C I 244-()*���.,Si�i.iit.lzi.z,�i't',.-,,,�t lethod for Concr�.-te N I auh�-Aes t)" dh,� -N -,.16 "61. 11 .' 1'est :x. hislallalki aud ;Tcration or %mcuun, muipincni and inzhcatin,�, d,�vi,�:es be in MIMI haxe been wokled by the 1mulunwUnvy and a �.:c Q it. 0111 dic vacuu1n, tester sw ill place: I , (-'onnect die vaanun Inunp to the otaki poil \viih the 1---dvo open. ,2, I)ravk a %wuiml of on , 10) illch�:s of I 1g. (5 psi) =1 Clow tin Nuke. WePt".'d �'c�r ��il' 1%.- Wom ihc Japsad Line 10 a nagwivc hulnial (10) inch,� -o ni,-,e �9) Thi� rnaNinuini k,.ikage We Gair (4) WI. d0niner nwaludw rnint he ini the Nlinkritun Elapsed 10c lbi-,r Manhole 11),di I I I it re (A -.. ;l I t� th; I �.' S 60 scwnd,,� 10 jei.,t but - I � 1`ect 75 wond�s 15 tho but -25 t0t W swml& Fcw =00cs We (5) No W diumeler. atki an addiijorial 10col (15) sccmidv and thr nimliMs ON (6) Wal in dizw-,,�terf adid ai) additional thily (30) seconds U) dic We ivydrenienty 1br thur (4) lbot dialuater wanholes. Wr all inzwholes deeper thiml fivenly-tive (25) too. the En"'?,ineer �vill delerinine Me alficable ndninnnn clapsed Ll If the nlarldRde Wils the tem. necessxv repairs wint be inadn 'I'lie vacwiunl te\1 and rapnirs iniist lie repwaad nwil dic rn�w�lhcflo 11 IrMaIdUk jKla xCaWS art PLE110 ota Wing M, vacuuni teyt, 10 manhol,� n1t.1"a 1,,� disa�,s,,niblK and LhajohA scaku, repkwad, I.." "Manholes will be sul�jQI�t to visual ill iI.)n N�ith all vi--,ual [%-ng rQpain�d. 5, Butyl rublyr CWng 11 it'll plastic urap shA1 lie app! ied mmund cach manhokJoinl limn 3- il)che,,� ah.-o"e 11��.�kw each jobA, Th,� ;ipprol.,wige prhnvr.�.--hall. heapphed prior w applyin,�.. the rubher coatin5g. livide joi-ilt; lo be tilled x0rh prccoal phy, inaterial. Flatirc Qxterior stirlico of sandary wwr nimWes shall lit slwynd Wi a and all i;ap ofri,---,Qr rin- shal g, .1 be bacl, or �-.lyowed with nonshrinl�. g ('roul. 6- '1110 manhola including; all uiser rings shall be sealcd win, jle.,� rib intonlal ch0m, sea] niaiiulacwwed h1v 0,d,,�x, *Nl'(.`� or i Mytrio appro"Cd eijual, Tlw 11wx rib ininnial chhuncv -,-,ealshall ext;�,Jld �-,ronl a mininium of3-kchas bcknv the tof, ollh, conc �nQ�:tion io over 10 nunihole wasting Wine or per nistuitawlairen histallanon if' dirccled 011-inriN W. hinnal (Tininey Seal shall h,� allfer nnanhole -v'1I:tmn1 and pricr- iofinal accqgance. Maer w� �Iwy b'Q d<,'�rle� per to provide as,,urani-,�� iba-t internal Chimney -,,eal is w�ll r ii-, 7. The cwing elevations arc set by ph-in, h<--�evcn ibc cawtin,�,s he ndynied hi the holdliv the JAntrict'n rarescivativc should a, discryans; twur between plan griidb� and gr,-id,c, New tuanholc rin�-,, �) and S�ovcr sh'-di h�-- installed. 11) estiahli��Ih ?"r�-.1de, lizight ofix1jusling rings shall he 12-hich oil 'Isisting and 10-in�:h 11m,"imim-1 Oil T E RACER WREE PR-7ERTY, Ri�H`T-01` IV y -OR EASEMEtWUNE ONE RECE TEE-0E REGUIRED MAIN SEWER LINE NOT ALI-n7l,NGS SHALL BE SDR 26 NOTEE: SEPARATION BETFEEN WfE FITTING: WE LATEFALS A, OPPOSITE S 1) V VINUUM 136-1 TO BELL --0T MAY SE ADJACENT 2) 80,1- TO VJ, V (�FYPICAL ALL LATERALS) FOR SEPARATON SEE NOTE RIGIff-OF-WAY, PROPERTY 77" :7:7:77: �7 :77:: 7' OR EASNENT LINE 7: -77- TRACER WRE 6* SOR 35 PIPE 8FDONG TO BE PLACED ON UNDISTURSED EAR11K COMPAC110N OF 18 STONE IS ICRITICAL LINDER ALL MNTS AND 1`17NOS, IF PROPER COMPA00N CANNOT BE ACHIE'VIED, T�.EN PL�Cf A WNWUM OF 6* %T, 3500 P9. 28 DAY COVPRESSWE STRENGIN CONCRETE VIEW AR NNI) THE PiPF. TO BFAR ON STAaE P�A,R GROUND (PER ENGNNEER). PAINTED GREEN 2' X 4* W-T)i ROD OR T PVST (DMCTABLE BY METAL DETECTOR, 3' ABOVE GRADE) DEPTH TO LATERAL TO A MINIMUM OF BE ShOWN ON JJAIRKER� THE CONCREI CAPPED `W�E SHALL BE (TYRCAL ALL LATERALS) 8- OF 18 STONE OVER PLACM- PRIOR TO BACKFILLING, 12* CR EASEMENT LINE TRACER VARE (TYPICAL ALL LATERALS) - XMIJW 5 MINIMUM - 8' MA, 22�5- OR 45- (TYPI�AL ALL LATERALS) 4; MINIMUM 4* CONMETE CAR REQ.U,--RED,----LLZ NOT TO EXCEED 13YOND FIRST PIPE 6- MINIMU� JOINT OF WYE IF A WYE G 20� DEEP, ....... THEN CONCRETE CAP IS REQUIRED A[ THE ENGINEERISS, DISCRE-TON. MINIMUM CONCRrTt- STRENCT14 ff 3500 P9, 2-8 DAY C'OMPRESSIYE STRENTI-1, NOT -- --- ------- 1�— ANC41 MUS3T BE 30'�EEN FUTURE CONNECTIN 15* AND 45', (TYPICAL ALL LATERALS) --.Nm*— . . . .. .1 ------ - WNUUM FALL- 1/8- PER FOOTI MAY NEED TD BC DEU�ER r -OR (nnAL MI LA=S) LONG BUILDING LATERALS OR RNISHED GRADE� "10PINC AWAY MOM SEXR, PFC)i-11RE-0 FOR DLCTILE RON TFE. SECTION NOTE: ALL LATERAL BEDDING SHA-1 BE AGAINST UNDISIURBED IRENCIL MORE THAN 20' DEEP LESS THAN 20' DEEP NOTE: DEPTH V SERACE LATERAL SHALL BE MEASL9RED FROM 1"INISHED GRADE ID THE TOP Of MAIN SEWER UNIE. PIPE REOUIREMENTS PER DEPRI ARE AS FOUOWS: X- I T = , SDR-35 20'-25' = SDR-26 26* OR GREATER = SOR-215 CTRWD SERVICE LATERAL DETAIL NOT TO SCALE liacktill around;.-fll inxiillcd, (or projuned Inaiduke sinvulys'. sidewvallk.--�, bilke path-s-ind o.roll pavQd areas shall bi� in,-ide granidar No. Ssione, up IS)-ii-iches b�zlw,� cro,\s----�cct kin 1hiJ%m.:,\" (wllich shall i ncltulc 001 53- stone �Icptll), 11,111ore al-�,.- set Per io��nj. or kstrict. specilicalioms� standards shall tx Tyakli (Isenhy Wthin WWI of the lxwh. ol'the kwuh A pawdroadways. shall lit, backfillock oil g"InIdarrilatcrial orM. 8=110 in accim-01=101) Mclion 211 ol'the current -l.\1)0 I'Mand'-wd, pecificalion'� handbook, 9. The CAmUraclor Will lie respotishrIc Wr verUjinj; ilia! aR soda 160wwys. I:it�� and pc"nd s I mve ben i obtl ricd h,, I lie diev'sloper prior to shmi 0 F conm ruchon. 1(j WSW asintilis shall he proxciacd it) 111C 1winr tt) fim-d \-ubmitioll io [hQ Dislri;e-t 1,61- ro"io-v, otl-'o,wis, Wnmwtoi� sliall 1%, requind to 100h the duch1wrl �-, JAIgbicer widl ;�, sel of, prints sho"Ang actual sewr locathnis whi hwcns irlcluding lateral kii�atiovj.. depth, and leng"11. WKS asbuill prinis rnusl I)Q� rec�ei� ed by th;� fxq? e k� I ',.'I ro. ,ine .1 We thal contract paymeuil C�',n 1),� �;hall bc SlAdrind 1wr die Ustrict-, kiirretu 11. The sallitary Luerals wl stubs lernikation \hall b;�- On tlh,�surfaI�,� rn,..�tal sct ajio�� the. terminalion po-int il,fi.111 i,5 not iinikledialely 12. All satitary so"or IhICS Lqlon completion �� ill b,� rcqwrcd to qls�, a, pre�;sur air test, SaRl lest shall 1),� condi"Icled to WT11 F1417-92, suui shail. be In, ol Msiricl employce wthe 11stricts 'lie wming s1hall in nccord4an;�e ith '10le I an 161low %wilh 0.5 psi 110hy 1111.1 1br cach 1001 okxaii�l',Ihow 11w s,�nvcr line hoing.; tosted. Sewr hnes ski-ill b�-, suhje�,i to visuT !oak mspaction at dowistroarn �,�jlh idl visuld leaks 1whig l-,,-paircd a�ld subject Io icdcvi\in� b": 11w 101rict. 13, Mor it) linal ddleclioll Ant (Anauchul Icstj all mainkles Shall, lie S�`cal-ied mcl I'lec of, ',III\ debris, Aiall be rork-ined on all flcxible- pQ iWer the final tm,�Afih ],its 1ween Al place al� 30, day NO pipe --;Jho�dl e,"xecd a, vertical dcliection of,54I dclleelicn �ro non-fleNible Aws: vmwi-,A,� i�iine- dt1,,-,fiJc iron In 1 pe, arxi Can Wn lips! lots defledion lost shod! be it nin,�--poiiit Shall be aviAL-ibla za Orn; oftcstothQr��. is�� no lesting '8�ill be �Ul rnandn-1 tewing shall be N, itiawk lov it MAri�,,, or 1h,- Di�tfik�t,,� representative. 1 at 1% onds of all ar,-� N) be jilagged vaunr Q4 with st yjaslowd eap capabic- of' -,i kn% pressure air lost i0imut leakign, Werals S11,111 t-,I;�, u[lj,�ct to % isnal at wanhoics with all Visual kak; being repahod 15, fledding 10 11exAde pipe and rigid pilfe be, No, .�nlshcd "lone. fi-,mn hc!ow h) 12-kchos above the pip, NIMAwn shall be pl-accd on no ilmn (,,--ijwbes- ot'No. S cru�,hc,d 16, Watcr linQ. willy. and legal drain wrossings anti separatimis sh".111 b�, in with I ;J,,I�- -,.itrinyul kw the tvviv. 3:17 IM! 3-6-9 m- lite kstricts stainlai-d drawings. 17. J'h-e tren�:-h s`iall. ibc, opencd suillicielilly allead orpipe 11,011 iio re" cat and sha I I he prop�n-ly prote;.,I,�d muk)r ha Jicadcd when lall unallended. Is, 500 wwalcr sh"111 b,� peruhued to 11owAnto the sauium, se"cr s%win wituivy. wiliz"a a Inmip 10 ky, the IV= le'o-A I.-I'alovk the pip�'. Ptollp di� cllarg�� Shall k: diwd.,�d to� �1- )w.L�t i;*l i1h st.,,itc and Woo 1 Ws and regulativinR(327IM:3-6-201 vpe mealunical. bra,�:,ed phl, until tinle �-,s all le"Is oil Itie �e��,crx al-id all pilrich lisi ilcln's 'In� co�nlrfls�te, . , d I S e �� I�T I �1 I e ]-,I I �, i I is I a I I a d sl 1 a I I be he d dcd I I �,� ,�ai I I I e I ll� I i I I I i-I -I c "'. e �,� e 20, FANIvekht (Q) hourn notive Rhall lie givai to tho Mstricl Prior to the� start ot'.�,ewi�r conArulom Mss 48 kxws nokc,, sh,,ill be ;Avon prior I"') any 1��stinq.', on 11w Kwer. 21, mansw mastings shau be swunpa vivauRY MUM (NQk�md,,, (-'asl in.�, R- 1, 772 Or 10 as I J o M a I i I () 22 Z 1 3 1; 1 � -i d be I I'- s I I i I I i. y p e, S �,n bc� 20- "'3 1��, sivul 1v bolt- down Fast.fordan 1022ZI PI"ovid also stm"ped 10NAURY SEWER. 22. The rilinhnum slope of the se"wr shall W�, size of Ph) "Ainfillmn (-,;onstrtm�."d sh) $0-inch (1401 --,� I Winch 1280� 120011 M 22 q 8-inch 120, 23. prw, ii1enwasuivinents of lite slops of' �;e',\ �,!r fin- lnanilob�. scation its cumsu-uctiori Such meas-.,rcrnenu-� shall bc certifi,k:d by a I.and Stv-vevor Or AgAiver and be available 6-w the lnsp�,'Ctor Nl�o n1ore Man lhrm� manhob� call be of'su,:h n�enl. the (.�,omrador (Lies m.�t ih�., mininuirn slopes, ilia wwr welion zinc! wil other w0keted sciver sections shall hc to rns�-C! �wJl mi?iiinum --dopcs, J.alarals ;11-&� -t) bs.� insiallud wilh a ;ydninunn 14 11je i<.) IlIQ I ateval for the bui Wing or honw. ,� ill Qxt,�Ild th;� w0v 0xin this tenihitus to 1he bildir". �'Iealloui a(tiaceni. to ihi-, building, NOTE: CASING SHALL BE INSTALLED SO THAT THE'( CK) WIT' CONTACT I'HE !OR LATERAL CAP. 20" VESTAL CASTINC, 'WITH 12" LID, LETTPU "SEWER CLEANOUT" lildTH PENTAGrONAL BOL-IJI-OCK HOPE PIPE 70 E)(7E'N[)------ b vvi, UA`-, MINIMUM 3 ABOVE SfONE . 20"0 FRATCO HDPE METER 7,2 LBS/FT, Mk 3' DEEP OR EQUAL -55" FROM TOP OF PIPE TO D-OTTOM OF METER PIT. COMRACTOR SHALL NOT ALLOW METER PIT TO CONTACT LATERAL/TEE-ONE CONCRETE CAP, MINIMUM 1" &- MAXIMUM 4" CLEARANCEFROM TOP OF CAP TO 801-10M OF CASIING - TRACER WIRE A I , F'INAL GRADE CLE/11101.17 TYPE 3 (GRASS OR LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDNG) .6- CLEAR�ANCE- FROM TOP OF PIPE TO TOP OF #8 STONE — 6" MIN11-ft.-M (TYP.) 6�' K)R3�'--i PVC PIPE (6" X 6" X 6-) TII-WYT� 6" SEVAT LATIRAL. CTRWD TYPE 3 CLEANOUT DETAIL �4 NOT TO SCALE NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR INSTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST 3" OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18" CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED. �Vw 4 /X/ V \X /,\/X Xx 3500 PT CONCRETE < 4 14 : < X Perspective View-earth cut away CRADLE SHALL BEAR ON UNDISTURBED EARTH BOTTOM OF TRENCH CONCRETE CRADLE DETAIL �/ 5 "\N NOT TO SCALE C* S TE 910326 STATE OF 0, V. IYD I At� XX R.C.P. SIZED AS INDICATED ON PLANS Ln W #8 CRUSHED STONE OR APPROVED - __ 3 �;j �-x}` �`K} N EQUAL. CLASS I BEDDING MATERIAL, HAND TAMPED OR WALK INTO PLACE IJ , , -j i , : ii i — MIN. 1.25 Bc + 12" ii it ; \ \M IN WIDTH + 12 � BORROW WHEN TRENCH \ /�'' / \� \ \ \ / / \ / \' /` /\ OPENING ENCROACHES WITHIN 5' -0" jN* // j \\ / > {,� _�_ . OF AN EXISTING OR PROPOSED �; j / j: / / = • STREET OR SIDEWALK. APPROVED #8 CRUSHED STONE OR EQUAL. \ \ \� /`� /,f�/ '/> \N % ' I BACKFILL MATERIAL OUTSIDE OF CLASS I MATERIAL, HAND TAMPED \ \ \ \ \ OR "WALKED" IN OR CLASS II / j :: /\ /` f / \% STREET OR SIDEWALK BACKFILL � ` ' o LIMITS. APPROVED BACKFILL STANDARD MATERIAL TO 95% o MATERIAL MAY BE USED UNDER PROCTOR DENSITY \` ✓ /, !* PROPOSED SIDEWALKS PROVIDED SIDEWALKS ARE CONSTRUCTED 6 z J , MONTHS AFTER BACKFILLING OF O W CK < ,< t< :� TRENCH. 00 m m j ; t < ° t< , t < ) I NOTES: BEDDING AND INITIAL BACKFILL • '— I z — - .. '- -- ' ' -- .: Uj " i • - A - ; : - - = -. -. SHALL BE INSTALLED IN 6 –12 - m m BALANCED LIFTS PIPE SIZE 8 " -15" 18" AND OVER BEDDING BELOW THE PIPE BARREL 0. D. / 4 MIN. = 4" 0. D. / 4 MAX. = 8" • Bc INDICATES OUTSIDE DIAMETER. • A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. R.C.P. PIPE TRENCH DETAIL (i �� NOT TO SCALE , , , - I� °ICI:, :CIE_ MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH WHERE APPLICABLE MIN. 1.25 Bc +12" I i � ---• i -1iI, "B" BORROW (INDOT SPEC.) ORS :'' EQUIVALENT GRANULAR MATERIAL;'�:;';s; COMPACTED TO 95% STANDARD PROCTOR DENSITY' ' `�.�- Bc DEPTH OF BEDDING NOTES: MATERIAL BELOW PIPE LEGEND 1 ' ALL BEDDING & INITIAL BACKFILL D d MIN. Bc = OUTSIDE DIAMETER SHALL BE INSTALLED IN 6 TO 27" & SMALLER 3" 12" BALANCED LIFTS. D = INSIDE DIAMETER d = DEPTH OF BEDDING 2. A MIN. 9" CLEARANCE SHALL BE MATERIAL BELOW PIPE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PIPE BEDDING / z NOT TO SCALE CATCH BASIN CASTING DETAIL NOT TO SCALE - I 2- Manhole Framn, Solid Lid '3 vy D Ly t N ,'' W Null, INLET HOOD DETAIL NOT TO SCALE SANITARY/ STORM SrWER CASTING 5 NOT TO sum io 15' LANDSCAPING EASEMENT _ 25' -0" INGRESS & EGRESS EASEMENT 5'min VARIES „ „ 30 10 —0 ROADWAY 10 —0 30 PROFILE GRADE \ 1 % 2% 2% 1% :1 1" 2" 9„ TYP. STREET CI NOT TO SCALE H.A.C. BITUMINOUS SURFACE #11 2 H.A.C. BITUMINOUS BINDER #8 OR #9 COMPACTED LIMESTONE BASE ;OSS SECTION- 3 10 3:1 OpSTI NO. 910326 - STATE OF 10NA1. C. cry !i ry Q A - - - - -- _------ - - - - -- ALL SIDEPATH AND SIDEWALK CROSSING SHALL BE RAMPED, MEETING ADA REQUIREMENTS. ALL CONSTRUCTED PATHS WILL MATCH EXISTING PATHS AND OR WALKS. �R Lire MAN {�� )�( 2% M�A- {{ Y�f ry` `� >r Y s r .... 5..... 4. 4E, X., 1. >� :........... 't .� ..� N. ., ,. TYPE x -�< 3" HMA SURF A�: , YPE A, 13.5 mm PREPARED SUBGRADE. COM'ACTED _, t r w Tw. 3 � M0 1F w� r zO TER A., v 'OMPAC TED STON BASE ;�O. 53 fYfU;....Td EU'SE i AR- i_y,! P ii__ii ..,,� H A LT* 8' WIDE MULT —USE ASPHALT PATH DETAIL NOT TO SCALE ALSO APPLICABLE TO ABC TRUSS PIPE AND VITRIFIED CLAY PIPE, CLASSES A,B, &C. (SPECIFICATION ASTM -1 2) EARTH BACKFILL SHALL • • GRADE. BE FREE FROM SOLID 0. D. / 4 MIN. = 6" ' OBJECTS GREATER THAN • '. 4" IN CIRCUMFERENCE. Dept. of Transportation (INDOT) Specifications. • • - = -i: f 1 := _- EARTH - • 12" = ! SUBSTITUTE #53 >."'_7�`�!._ box type specified. / -?:i_. 31: . STONE IN LIEU OF J CK ?Ii- EARTH WHEN WITHIN J W FIVE FEET OR UNDER * Dimensions vary according to required PAVEMENT. `�mm STONE TO BE VIBRATORY HOODED COMPACTED IN 8" LIFTRS DETAIL 8 — TO OBTAIN 95% STANDARD PROCTOR. UNDERCUT AND USE 6" OF #4 STONE IF WET GROUND CONDITIONS ARE ENCOUNTERED. STORM PIPE DETAIL / NOT TO SCALE 42" Min.* NOT TO SCALE "B" BORROW WHEN TRENCH OPENING ENCROACHES WITHIN 5' -0" OF AN EXISTING OR PROPOSED STREET OR SIDEWALK. NOTES: APPROVED BACKFILL MATERIAL OUTSIDE OF STREET OR • ALL BEDDING AND INITIAL BACKFILL SIDEWALK BACKFILL LIMITS. APPROVED BACKFILL MATERIAL SHALL BE INSTALLED IN 6"– 12 MAY BE USED UNDER PROPOSED SIDEWALKS PROVIDED BALANCED LIFTS SIDEWALKS ARE CONSTRUCTED 6 MONTHS AFTER BACKFILLING OF TRENCH. -III_----- `�MIN. WIDTH 1.25 (O.D.) + 12 -1--l'-.1' ' —E iii #8 CRUSHED STONE OR #8 I... / /;j FRACTURED \ \s D FACE AGGREGATE, HAND —1 I- TAMPED OR WALKED INTO PLACE��;.�% »;: >,`�;� =1 #8 CRUSHED STONE OR #8 8 " -15" Notes: • • .. 0. D. / 4 MIN. = 6" 1. Demensions shown in conformance with Indiana • '. '• Dept. of Transportation (INDOT) Specifications. • • • • 2. Poured benchwall and pipe connection vary with • • ' >."'_7�`�!._ box type specified. o -?:i_. 31: I- _Wii 3. Height demensions may vary as required by J CK ?Ii- site conditions. J W coin * Dimensions vary according to required `�mm pipe sizes and casting specifications. HOODED DITCH INLET DETAIL 8 NOT TO SCALE "B" BORROW WHEN TRENCH OPENING ENCROACHES WITHIN 5' -0" OF AN EXISTING OR PROPOSED STREET OR SIDEWALK. NOTES: APPROVED BACKFILL MATERIAL OUTSIDE OF STREET OR • ALL BEDDING AND INITIAL BACKFILL SIDEWALK BACKFILL LIMITS. APPROVED BACKFILL MATERIAL SHALL BE INSTALLED IN 6"– 12 MAY BE USED UNDER PROPOSED SIDEWALKS PROVIDED BALANCED LIFTS SIDEWALKS ARE CONSTRUCTED 6 MONTHS AFTER BACKFILLING OF TRENCH. -III_----- `�MIN. WIDTH 1.25 (O.D.) + 12 -1--l'-.1' ' —E iii #8 CRUSHED STONE OR #8 I... / /;j FRACTURED \ \s D FACE AGGREGATE, HAND —1 I- TAMPED OR WALKED INTO PLACE��;.�% »;: >,`�;� =1 #8 CRUSHED STONE OR #8 8 " -15" 18" AND OVER FRACTURED FACE AGGREGATE, BEDDING BELOW THE PIPE BARREL 0. D. / 4 MIN. = 6" 0. D. / 4 MAX. = 8" BELL HOLE EXCAVATED (NEW OR EXISTING) 1:.... �e>?., Sri >,'/`)1;��`>,"%'� >."'_7�`�!._ � o -?:i_. 31: I- _Wii — J J CK ?Ii- —{ii`` J W coin `�mm TOPSOIL BACKFILL #8 WASHED GRAVEL (INDOT SPECS) OR APPROVED EQUAL. 6" PERFORATED SUBSURFACE TILE SHAPED BOTTOM OR 4" OF #8 WASHED GRAVEL BENEATH TILE PVC & HDPE PIPE FLEXIBLE PIPE TRENCH DETAIL PIPE SIZE 8 " -15" 18" AND OVER 10 BEDDING BELOW THE PIPE BARREL 0. D. / 4 MIN. = 6" 0. D. / 4 MAX. = 8" TOPSOIL BACKFILL #8 WASHED GRAVEL (INDOT SPECS) OR APPROVED EQUAL. 6" PERFORATED SUBSURFACE TILE SHAPED BOTTOM OR 4" OF #8 WASHED GRAVEL BENEATH TILE PVC & HDPE PIPE FLEXIBLE PIPE TRENCH DETAIL 12 NOT TO SCALE 10 GRADE (NEW OR EXISTING) 1:.... 4 fill i -- ,�-- _ `�.k REPLACE TOP 6" w/ TOPSOIL Z SWALE UNDERDRAIN DETAIL n NOT TO SCALE 10 110 LBS /SYD BITUM. SURFACE #11 330 LBS /SYD BITUM. BINDER #8 440 LBS /SYD BITUM. BASE #5D COMPACTED AGGREGATE #53 (2 LIFTS) - -1 ? I i °�I 1 =�--�1 I • -i ?' [EE - -, -,E I I I: i (Ii I I. .i (i.r _ ? -1 '--:---E =I ! { E COMPACTED SUBGRADE W/ LIME STABILIZATION RIGHT —OF —WAY ASPHALT 1 1/2" = 1' -0" r- i 110 LBS / SYD. BITUMINOUS SURFACE #11 330 LBS / SYD. BITUMINOUS BINDER #9 COMPACTED AGGREGATE #53 (2 LIFTS) N P. r tx iY 5. I- ...... I E :::'I 11----- I_I E= ':`:.I I !_ ::I I E- - - --I I .. I I_— I I i : -1 I i :I II I !- :: I I; I I: I; i -1 I I COMPACTED SUBGRADE W/ LIME STABILIZATION ASPHALT SECTION r9 NOT TO SCALE ( ) F f -, F1 C { 0 ..) a.ry It � 7'0 .k !: ) '4l i j � rr'�.t ,C ,... T� x � y: �` �.•� % 14 n..f � C 0 L) 1 1� I .i.y S 13 d L 1` 4.:] �x G� 1. L ) „ f' t _w i 4^ •.. `�t 3 . T� xA'fE3"t�fAY ..2 ................... 1,. .:��.....,. «..... _.. - - ........ .eww,•w 1> « .................... 9 € i Y k L 1/4' FREE 2J K' 3.° - n'i !'r" <� 1 ` ... �.k,,?^S+.Ys_f ww..,w.r.�r..w...r,• yww s ° ^\� �. wa ,.1, '�€i�?w`�w,£. €) >;> :�>3f�( }:i f- f:�.f. Ii9 ^ €`,( - €.1 > >{ :� €�'`•h €�I €,.3. ,s � ... '-�ArERIfy . CAST f..NAY A_43, �_-,LA„`.4 10 .......................... }.... ..... ............. EAST JORDAN 6489 ..... U)RAW ING I40T O SCALE) S"FANDARD PLAN "ATE C t:. Apr. —;ved by IT :3£ridtor; CiriIt3,:. >> St I-,, t_atfi e 13 EV El H 11 E INLET ............. . . ............. > (- .«....«...'-•-------- - --------------------------- "-----. «..«....,.._ tiENTON C`, �-ARD, HAMILTON COUNTY SURVEYOR OF 7THE 1110,11141101 COUNTY SURVEYS Pavement Area � (DRAWING NOT TO SCALE) IMi.N- Y UM COVER SHALL BE PER NOTE 3 OR 6 LEGEND Bc w CX,#TSIDE E AUEVP d M DEPTH OF REDOi 'Ntx MATERIAL BELOW PQ DEPTH Or CEDDING VAIERIAL BELOW PIPET f I Po size d MIN NOES" 5 «« a c; c 1• GEDDNi; AND HAUNCHINO I'CR 40L RCP NSTALLAIRONS 50€011 SE 13 SIONE MEETING THE MA1EWAL REOURFMFENTS Cr THE :MOOT, SHAD. BE PLACED :N THE `RENCfi RGTTOM SUCH THAT AY TER THE P €PE IS INSTAL;.EO TO GRADE AND LINE, THERE RE:IMXN5 A 4" MINIMUM DEPDi V €MA1,RIAL BELOW THE PPE BARREL AND A �3 €P3 uum Or 3• s;iLO THE BELL 1F OR P:PE WES 6V AND LARGER, TFi[ MINIMUM .. y t t r � D A RIA � L � "1~ L I3LL.S TI�I F;:. RR t:A 5) IT 6E PLACED : C) I} L.3 F''�F2IiI � F T HD� v 5,H ALL �D � .. ALE � E t)SS€ . 8 SHALL BE I WK —'L.Y PLACE) Icit,€ OMPACTED MATERIAL UNDER THE MIDDLE THIRD 9 THE PIE'S PRIOR T3 PLACEMENT OF THE PA, IF 7HE UNCE- RLY €liG SC; %.S CF THE TRENCH -SOTTOV ARE SOFT C-R YEILONG, THE SOIL J;?f'+i.L IIE UN IRC;iT TO SUCH A DEPTH THAT '614EN. REPAIRED §MITI€ #2 S%*�_, 11 ILL PR OUCE A €;NiPORM AND STABLE FOUNDAT €{A' ALONG Thy ENTIRE LENT TH -�f THE PPE, HA-U tICHN", AND INI iA.: BAC KFiLL SMALL BE COMPACTED IN a' MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR f)ENS€TY FOR THE ENTIR E DEPTH OF THE MATER A F'LA ID. THE SkC'XF >LL SHALL BE BROUGHT UP EVENLY ON BOT)I SF ES Or DiF PIPE FOR THE FI-LL LENGTH OF THE PIPE., HAUhC iI4. NC ;FALL EX TEND TO TIME SIPRINGUNE Of THE PIPE,, MINIMUM TREU4CH hi TH SHALL BE IN LX: TS, ' I €AiVFT° R 47 THE PIPE ELL'S 13'. 2. FINAL BA;.Iti1IU. FOR ALL RC? NSTALLATIONS WERE %* :S 5` CP LESS SkAtt. OF E}—E}UTOW FOR STRUCTURE EACKFiLL Ia EE71% 1,4E MATERIAL RECIUIREWEENTS OF THE €"eDI: T AND SHALL BE LOMPAC -LD N 6" MAXIMUM 1.11` TS, TO NOT LESS THAN 9,5% STANDARD PROC 0R DUNSiTY FGA: THE ENTIRE DEPTH OF THE MATERIAL PLACED. ITHE BACKFILL FOR THE TOP &x OF THE EXCAVATION BELOW THE START OF TI«E AC�ECATL, SUBBASE OF THE PA <tf1.I:rtNT SHALL BE 153 -T�.w iMEV:Nv 11€$. iMATtMAL REQUIREMENT Ck ^ :HE II'W AND SHAD BE COVACTC.D TO NOT LESS; THAN �5% STANDAR0 PROC101 DFNITY FINAL 31'<WILL FOR ALL RCP €NSTALL.AT:. -045 WERE V IS € REATER 71€AN 5' .BALL BE C EAN PILL MATERIAL FREE OF R006 1ARCER TF€AP3 tf" II E}€A1.IETEI�, FF< {�L "I~N LLs�PS � Si�II., 14`�i`}1{ OR tiT€ HER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS 1HAT 45l STAN ARD PROCT€A DENSITY FOR T.4E ENTIRE DEP1H ()^ THE FXCAVAtOtC THE F WAL 5 $NUES O THE E,XCAVATItA SWLL CON',IST O3 TOPSOIL 3, THE U N UUM 'COVER FROM THE TOP Of THE INSTAU D RI T,. E4T TO THE IMP C» THE WSTALIEED PIPE SHALL RE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AN3 AG- GRE;ATE MAIERIAI" M30 1 I-•IE a#JBGRACE) P.US 1'-0*, BUT JND# R NO CIRCUMSTANCES S: iALL THE GOVER A,,;:Nl ; ANY PART DF IiIE PIPE FROM TIYE; FINAL PAA: ME'3T ELEVAM)N ?O THE TOP Of THE NII>E If LESS THAT 15 F-E E I. A, IF EXISTING WSC>R>ADE RAS BEEN UME STAP,:I.€ ED, 00FI3<.L 1414 8- -15ROW LIP TO $OTIOm 9 v ;ITREATED EXISTNK; SUBS RAD, E AND FILL TO T,'P' OF TREATED SUSfkRAOE WTH LIME STARAU? D SOIL 5: TIiESE STAND - ARDS S'iALL APPLY FOR ALL RECI.€LA'10 CRA,N SIT. m sf.w Fs UNLESS THE ENT €tY HAVING CON``Ra 0V[.R THI. NGHT OF SPAY HAS A MORE STIRINUNT STANDARD, IN Wf i[Gi3 CA:SF• THE. HIGHER STANClARD St €ALL AF PLY, 6. T1 E Ml€ti€IfMI. M COVER FROM THEE FINAL GRADE. TO THE TOP OF' THE PIPE SHALL FE NOT LESS THAN 2 FEET rAjTSI E Ck PAVEMENT AR ,AS. HAMILTON COUNTY 'SURVEYOR':�> OFFICE STANDARD PLAN APPROVED � / _ <. '' _ _ �.w,7 KENT'OT WARD, :EtAIXILJT`C�N CCIi3NaY SURVEYC)IT DATE D-23 EXISTING GRADE Mww € "3 ...... ^^f •r' : • 1 a.at...... l P A PR4 .«' U GRADE ty, yy O KDL« 7 . M w € � U N D E R C UT SWAL,I`: :^)Y O.2` c TO AI,I.ai'3W FOR FUTURE SILT,INC • ...r..,w„W� fS {jFx Ef < jFe { f Etttt Sjjf$$ jjYfjj k M UNDEPDRAI S REQUIRED IN SWALES w rrii LESS TIJAN 11` SLOPE EXISTING GRADE 3 (MIN € ._ «.._. r :. ^_•{ r } PROPOSE GRADE ..........._......... _ - L3NL31.RC;C:'I' SWAIFF, BY 0.2' .�. TO ALLOW E>a1� FUTURE (: IIC t L : 5 i j .......... { L. S 4 3 f i k k f f 2 k ;..,.. �. w..... _ .. f -- ..�, 7 � L 4 ; i + � 7 � f,� F {fEj 2F }jj sjjjf PERFORATED SUBSURFACE DRAIN QSD) PIPE; WITH MINIMUM 0,5X GRADIENT. SEE DEVELOPMENT NT :ALAN FOR SIZES IG" MINIWUM. AND INNVE,ET ELEVATIONS. NOT; TILE SHALL BE DOUBLE WALL-SMOOTH WALL PERFORATED PLASTIC PIKE:. (DRAWING NOT TO SCALE) REVISED 16 AUG 2005 STANDARD PLAN KENT C, WARD, Ii ILTON {,.6 NTT SURVEYE3R DATE , 0.i. Y R I.Cto W THE 11 d"1M i:1FFON (A)UNIFY S U %L YrI AC, CURD SIZE F'PIPE 1IAN 8 s NUMBER O BETWEEN BETWEEN PIPE4 NOTE: CASTING PER (INCHES) —6' STEEL FENCE (>.T') POST TM AN � � S FRO M M DETAIL \T+ -i INCHES) i8OX WITH PIPES1 ANGLE IN DEGREES) F:X'fF:NSION TO HE SECURED TO STEEL POST OR CT -33 12 TO 15 24 X ', 4 BOX 3 ... 2 135 .....,,-5.....,, IN 2 LOCATIONS ? d O N C WARD. COUNTY H � f I I. O N ^ T V E Y O IA � ; j- t:.,) ,4 TAPE TEMPORARY E XTENSION ABOVE GROUND S YES 15 TO 18 /---CAP s 135 .......r.r...rr...: TO DE REMOVED UPON CONNECTION TO YES WITH .. ........ .... ......w.,.... ................. 8 HOUSE. BOX t M H LID 18 TO 24 24 X 3€�T OR 3 ALL MEASUREMENTS TO BE MEASURED MANHOLE DETAIL f ,;s K 36 BOX PROR BACK OF CURB, BOX/MH LID 8D ............•..,....... '4 TO 6C EXTENSION SECURED IF EXTENSId3':'+f IS NOT UT ILIZzA), IT IS TO BE MANHOLE DETAIL f. TO STEEL POST CAPPED BELOW GROUND LEVEL.. D-31 OR NOTE: 2 A.M:a 66 TO 144 NOT APPLICABLE NOT APPLICATE: NOT APPLICABLE PROPOSED D YES WI'Iit .. ..w. w w_ w LATERAL LOCA`'IGNS SHALL BE STAMPED ON CURB. (STE CURB STAMP DETAIL) Ixe \ L> _fir~. ��„•,1 �,,,,.�' �� '- �.J�ry�4�, � >' �: r-�,r r-.. *E WASHED GRAVEL . ' s k Z 19. , CLASS OR a WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE w_. --------------- _j_ °1 ,t MINIMUM T' SSD— / .J .....,,. MIN. NOTE- 12" MAX. TILE SHALL, BE DOUBLE WALL-SMOOTH 'WALL PERFORATED PLASTIC PIPE. MINIMUM 6" SUB SURFACE DRAIN D - PIKE: DIAMETER. TO INDIVIDUAL LO"I'S" ALONG STREET.S." WRAWING NOT TO SCALE) HAMILTON COUNTY- S`URVEYOR',�S' OFFICE ' REVISED:..... ? .... J.L)N 2005 STANDARD PLAN APPROVED, . .. ...- .....w__.._. ell( KENT 6 wA R D � yA l t,.. t^J }, t R A Y 0 R DATE ►..✓ ft...f .J ,. 0-17-F CE F .R H E .H. it 1111, T M14 i.✓ 0 Mry i 'y 7p Y S 1 i ... V ) E Y 0 R I UP TO 15" PIPE: CAN RE INSTALLED IN 24" SIL,E, ALL OTHER PIPES SHALL BE INSTALLED IN LONG SIDE: OF BOX. 2 A BOX WITH STEPS WITH WRITTEN SPECIAL DESIGN APPROVAL FROM Hcso, ::T A PIPE INSTAL-LED iN THE CORNER OF A BOX COUNTS AS USING 2 SIDES OF THE BOX, 4 - STRUCTURES VALL 13E DESIGNED FOIJ MAXIMUM PLOW THROUGH STRUCTURE. SPECIAL NOTE: All STRUCTURES REQUIRE 01` CE iE0P ACROSS THE STRUCTURE (LOWEST INLET INVERT TO OUTLET INVERT), SP IAL NINE- ALL MANHOLES SHALL HAVE STEPS 70 WITHIN A MAXIMUM OF I FOOT FROM BOTTOM OF STRUCTURE;. INSPECTOR MAY REQUIRE: STEPS TO DE INSTALLED OR MOVED AFTER STRUCTURE IS SET. TO IMPROVE, ACCESS; SKE';IAL NOTE- IF CuR8 114L.ET STRUCTURE ISr TO HAVE 2 FOOT SUMP, THEN THE STRUCTURE WIL BE A MINIMUM OF A 48" MANHOLE OR A 3 FOOT HY 4 FOOT BOX. SPENAL NOTE' DOUBLE INLET BOX STRUCTURES ZRALLL PROVIDE SUPPORT FOR ALL 4 S=S OF THE CASTING, SPENAL NOT E,, ALL CASTINGS Oi$U BE PER THE ,APPROVED CASTING DETAILS OR BY SPECIAL WRITTEN APPROVAL FROM HCSO, SF' L'IAL, NOT& NO "DOGHOUSE" STRUCTURES ARE ALLOWED, HAMILTON COUNTY SURVEYOR'S EYOR'S OFFICE .STORM STRUQI'U'RE SIZING TABLjE VEVISEV, is DEC 2006 STANDARD PLAN APPROVED,_ w_ - .. -- t.•�RRD,NAYTaN COUNTY �Li=�Y�i N 3AiE XEN^ D-18 f+.! 11 1" C E CA" ME 1J A M ..i IF 0 1 C U .i. `f ^F .L SURVEYOR NOTE: s ?T I; E: L, FENCE €. T. ,, Posl' TILE SHAL.I. BE DOUBLE W LL, SMOOTH WAI& PERFORATED PLASTIC KITE. EXTENSION N TO BE SECURED T3 STEEL POST . CAIr TAPE IN 2 LOCATIONS. w..._._:.... , TEMPORARY EXTENSION r ZBOVE GROUiND ....... REMOVED r . t w { a m I'L? OIr z;:aM;} Y Ee1� L{ I"ON CONNECTION s O HOUSE, IF EXTENSION IS NOT UTILIEED.IT° IS TO DE EXTENSION a^C1..-TIED CAPPED BELOW GROUND LEVEL., PROPOSED GRADE f.•.€ -a �€ �" �f / / \�/ r / ; ` '/ ,•w;n....,,�w off'; y �f /• } �. � � MINIMUM AZ 4 •„w t t tom..,., y tf 'f ..w -..� i. 'f _ j �:,.•e•''�'" f4 '2 t^"' " .'• -f'� 1 i% 10-1 t k, f REDUCING T REQUIRED MINIVIIM LOFT C.3CI r 3 €i 3• 14 i A: . "•L "tS *8 WASHED GRAVEL OR CLASS "A" STONE WASHED {� MAX, y L PIPE I)sftlM.F}Ti'Jfs MINIMUM 6" SUEZ SURFACE .DRAIN ` -'YPIC AL 'ES'D LATERAL '1`0 INDIVIDUAL LOT' Ii. REAR YARD (DRAWING NOT TO SCALE~ � 1JAMILJON +t ,l TIaV IwIwD: I TnH 2000 STANDARD PLAN .F 1UPROWEET C NTON, ;. WARD, IAEC1J I4'� r0L SURVEYOR DATE S 2 N0. 910326 STATE OF S10NAI. / ,_TAST iNG FRAME AND COVER AS SPECIFIED >ru.ac „..--- - - - --- NON'•ASPHALTIC MASTI£ OR BUTYL RUBSER, .1 X SEAL E) I T W E; i? N JOINTS. .:. . «.. «.`-.R��C.f�v'i' '., :�'N+..���.:�, f�1.�,1L <S`1'E1: R1:`�is.�.f 11' NEEEDE:D i12 INCHES OF' RINGS MAXIMUM). 24- DIAMETER f � F t `; F� i i i � CONE � s REDUCER l S i i C CfP AS REQUIRED BY SITE t, ? Y r <� r s r L � r, C? II I, I }T' i C3 tt Sr , }} III A C,aEPxy 'I" C� ETA a`CI•k ANV I3 .�,`'k a4'LRi. k7 �a PROFILE, :a t s FULL HEIGHT ?J A N I� � � �; -.,- ..............wwww..,. ` ._.._,.__.,_._,_ __.,w... N S`I E PS AS ST''I~'L;IFIE r:5" MIII!MUM c t t.. r", MANHOLE CONFORMS J: ` t r Tr<Jz ASTM 475 0-RIN0 u{ SK ET 'NON- ASPHALTIC' MASTIC OTC-- _ -..... BUTYL RUBBER ;TEAL `•. E .�....48" DIAMETER PRECAST AT JOINTS, : s CONCRETE SFCTION PREFORMED HOLE f f e 1 e MAXIMUM OF PIPE' O.i3, 6 W IT'I'1 BENCH WALLS AT MINIMUM � M -.»„, NON-SHRINK CEMENT GROUT, VY� PER FOOT SLOPE. BENCH WALLS TO BE CONSTXE.zCT1CGf���, °' r w ! TO SPRING LINE Of PIPE) NOR_ k •. • ,b ' • STRUCTURES ARE TO BE • e J,;` ,.! / {�• b Y ' >< GROUTED F ULL,Y, TROWELED �,. �M 4 • '• , • 'Y �• SMOOTH AND BRUSH FINISHED, REINFORCED EAR 4 .......... *4 E 12' ON CENTER OR PRECAST RASE i Oil €3" PER S C;TIO,N i w_ f APPROVED ALTERNATIVE t y 'r 3 i•< h t . M A "HOLE BASE SET 031 6 OF "2 STONE 3" MINIMUM STANDARD ANHOLE iDRA.WII C NOT TO SCALE) HAMILTON COUIN'I"Y SURVEYOR'S EYOR'S OFFICE I FEB 2002 J r STANDARD PLAN KENTON L "•, WARDAWLTON s°t1IrYN;y SURVEYOR ATF D-20 �✓€ .L ♦ ,3. i._' „,.,' 'l.✓ . THE H � �. �` rw W N (7 �._� . � " .Lw S TU R V Iw �t,,N �..�� R. ET I' n „)SH t; ,'Ito'.... f7., I,IAD I-' r�{ { ,..,"”. E >``S 1 I. ♦€ V i % ZD A , . A ST I IN C 1 570 �).s' �:, €.♦C s rt t.r €J 3� 3:if;ll,,QE E <f ', 'I >cI, 'TICsf1 eft F`I,.�)is s...,..,,_. , w) {+.,.� a ")� 1.,. /�.f T-,I ; ,i i. .�...� ) 'r-• t l �' 7 "�a 5,..•f T-) «.w., •'i^ !._, _, % ►.... A, l�... 3 3 t..l ,3. 4f ,. .f 31 b,,. ; 1 L , . tt. 3 z f ? 3 1 i. 1 _,r 1 fl. s.„ 3 STRUCTURES MAXIMUM MINIMUM ANGLE STRUCTI3RI~S CURD SIZE F'PIPE 1IAN 8 s NUMBER O BETWEEN BETWEEN PIPE4 GREATER CASTING PER (INCHES) FROM T/C TO I N f KR �I�;yM "i O THE a � i 4 � E R � � PIPES TM AN � � S FRO M M DETAIL \T+ -i INCHES) i8OX WITH PIPES1 ANGLE IN DEGREES) T/C TO INVERT OR CT -33 12 TO 15 24 X ', 4 BOX 3 ... 2 135 .....,,-5.....,, MANHOLE DETAIL ? d O N C WARD. COUNTY H � f I I. O N ^ T V E Y O IA � ; j- t:.,) ,4 _ Rg Ii TO } NOTE S YES 15 TO 18 30 X 30 13OX 135 .......r.r...rr...: MANHOLE DETAIL YES WITH .. ........ .... ......w.,.... ................. 8 D-20 OR NOTE 2 BOX t M H LID 18 TO 24 24 X 3€�T OR 3 2 _::135..... MANHOLE DETAIL YES WITH ,;s K 36 BOX O -2€� €3R NOTE 2 ...._.w..._ BOX/MH LID 8D ............•..,....... '4 TO 6C NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE MANHOLE DETAIL ................... YES WITH D-31 OR NOTE: 2 BOX /MH LILT 66 TO 144 NOT APPLICABLE NOT APPLICATE: NOT APPLICABLE MANHbIAE difi L> YES WI'Iit D-22 OR NC)TI" 'K" s3f�?LdM1i 1As1i I UP TO 15" PIPE: CAN RE INSTALLED IN 24" SIL,E, ALL OTHER PIPES SHALL BE INSTALLED IN LONG SIDE: OF BOX. 2 A BOX WITH STEPS WITH WRITTEN SPECIAL DESIGN APPROVAL FROM Hcso, ::T A PIPE INSTAL-LED iN THE CORNER OF A BOX COUNTS AS USING 2 SIDES OF THE BOX, 4 - STRUCTURES VALL 13E DESIGNED FOIJ MAXIMUM PLOW THROUGH STRUCTURE. SPECIAL NOTE: All STRUCTURES REQUIRE 01` CE iE0P ACROSS THE STRUCTURE (LOWEST INLET INVERT TO OUTLET INVERT), SP IAL NINE- ALL MANHOLES SHALL HAVE STEPS 70 WITHIN A MAXIMUM OF I FOOT FROM BOTTOM OF STRUCTURE;. INSPECTOR MAY REQUIRE: STEPS TO DE INSTALLED OR MOVED AFTER STRUCTURE IS SET. TO IMPROVE, ACCESS; SKE';IAL NOTE- IF CuR8 114L.ET STRUCTURE ISr TO HAVE 2 FOOT SUMP, THEN THE STRUCTURE WIL BE A MINIMUM OF A 48" MANHOLE OR A 3 FOOT HY 4 FOOT BOX. SPENAL NOTE' DOUBLE INLET BOX STRUCTURES ZRALLL PROVIDE SUPPORT FOR ALL 4 S=S OF THE CASTING, SPENAL NOT E,, ALL CASTINGS Oi$U BE PER THE ,APPROVED CASTING DETAILS OR BY SPECIAL WRITTEN APPROVAL FROM HCSO, SF' L'IAL, NOT& NO "DOGHOUSE" STRUCTURES ARE ALLOWED, HAMILTON COUNTY SURVEYOR'S EYOR'S OFFICE .STORM STRUQI'U'RE SIZING TABLjE VEVISEV, is DEC 2006 STANDARD PLAN APPROVED,_ w_ - .. -- t.•�RRD,NAYTaN COUNTY �Li=�Y�i N 3AiE XEN^ D-18 f+.! 11 1" C E CA" ME 1J A M ..i IF 0 1 C U .i. `f ^F .L SURVEYOR NOTE: s ?T I; E: L, FENCE €. T. ,, Posl' TILE SHAL.I. BE DOUBLE W LL, SMOOTH WAI& PERFORATED PLASTIC KITE. EXTENSION N TO BE SECURED T3 STEEL POST . CAIr TAPE IN 2 LOCATIONS. w..._._:.... , TEMPORARY EXTENSION r ZBOVE GROUiND ....... REMOVED r . t w { a m I'L? OIr z;:aM;} Y Ee1� L{ I"ON CONNECTION s O HOUSE, IF EXTENSION IS NOT UTILIEED.IT° IS TO DE EXTENSION a^C1..-TIED CAPPED BELOW GROUND LEVEL., PROPOSED GRADE f.•.€ -a �€ �" �f / / \�/ r / ; ` '/ ,•w;n....,,�w off'; y �f /• } �. � � MINIMUM AZ 4 •„w t t tom..,., y tf 'f ..w -..� i. 'f _ j �:,.•e•''�'" f4 '2 t^"' " .'• -f'� 1 i% 10-1 t k, f REDUCING T REQUIRED MINIVIIM LOFT C.3CI r 3 €i 3• 14 i A: . "•L "tS *8 WASHED GRAVEL OR CLASS "A" STONE WASHED {� MAX, y L PIPE I)sftlM.F}Ti'Jfs MINIMUM 6" SUEZ SURFACE .DRAIN ` -'YPIC AL 'ES'D LATERAL '1`0 INDIVIDUAL LOT' Ii. REAR YARD (DRAWING NOT TO SCALE~ � 1JAMILJON +t ,l TIaV IwIwD: I TnH 2000 STANDARD PLAN .F 1UPROWEET C NTON, ;. WARD, IAEC1J I4'� r0L SURVEYOR DATE S 2 N0. 910326 STATE OF S10NAI. / ,_TAST iNG FRAME AND COVER AS SPECIFIED >ru.ac „..--- - - - --- NON'•ASPHALTIC MASTI£ OR BUTYL RUBSER, .1 X SEAL E) I T W E; i? N JOINTS. .:. . «.. «.`-.R��C.f�v'i' '., :�'N+..���.:�, f�1.�,1L <S`1'E1: R1:`�is.�.f 11' NEEEDE:D i12 INCHES OF' RINGS MAXIMUM). 24- DIAMETER f � F t `; F� i i i � CONE � s REDUCER l S i i C CfP AS REQUIRED BY SITE t, ? Y r <� r s r L � r, C? II I, I }T' i C3 tt Sr , }} III A C,aEPxy 'I" C� ETA a`CI•k ANV I3 .�,`'k a4'LRi. k7 �a PROFILE, :a t s FULL HEIGHT ?J A N I� � � �; -.,- ..............wwww..,. ` ._.._,.__.,_._,_ __.,w... N S`I E PS AS ST''I~'L;IFIE r:5" MIII!MUM c t t.. r", MANHOLE CONFORMS J: ` t r Tr<Jz ASTM 475 0-RIN0 u{ SK ET 'NON- ASPHALTIC' MASTIC OTC-- _ -..... BUTYL RUBBER ;TEAL `•. E .�....48" DIAMETER PRECAST AT JOINTS, : s CONCRETE SFCTION PREFORMED HOLE f f e 1 e MAXIMUM OF PIPE' O.i3, 6 W IT'I'1 BENCH WALLS AT MINIMUM � M -.»„, NON-SHRINK CEMENT GROUT, VY� PER FOOT SLOPE. BENCH WALLS TO BE CONSTXE.zCT1CGf���, °' r w ! TO SPRING LINE Of PIPE) NOR_ k •. • ,b ' • STRUCTURES ARE TO BE • e J,;` ,.! / {�• b Y ' >< GROUTED F ULL,Y, TROWELED �,. �M 4 • '• , • 'Y �• SMOOTH AND BRUSH FINISHED, REINFORCED EAR 4 .......... *4 E 12' ON CENTER OR PRECAST RASE i Oil €3" PER S C;TIO,N i w_ f APPROVED ALTERNATIVE t y 'r 3 i•< h t . M A "HOLE BASE SET 031 6 OF "2 STONE 3" MINIMUM STANDARD ANHOLE iDRA.WII C NOT TO SCALE) HAMILTON COUIN'I"Y SURVEYOR'S EYOR'S OFFICE I FEB 2002 J r STANDARD PLAN KENTON L "•, WARDAWLTON s°t1IrYN;y SURVEYOR ATF D-20 �✓€ .L ♦ ,3. i._' „,.,' 'l.✓ . THE H � �. �` rw W N (7 �._� . � " .Lw S TU R V Iw �t,,N �..�� R. ET I' n „)SH t; ,'Ito'.... f7., I,IAD I-' r�{ { ,..,"”. E >``S 1 I. ♦€ V i % ZD A , . A ST I IN C 1 570 �).s' �:, €.♦C s rt t.r €J 3� 3:if;ll,,QE E <f ', 'I >cI, 'TICsf1 eft F`I,.�)is s...,..,,_. , w) {+.,.� a ")� 1.,. /�.f T-,I ; ,i i. .�...� ) 'r-• t l �' 7 "�a 5,..•f T-) «.w., •'i^ !._, _, % ►.... A, l�... 3 3 t..l ,3. 4f ,. .f 31 b,,. ; 1 L , . tt. 3 z f ? 3 1 i. 1 _,r 1 fl. s.„ 3 - I (DRAWING NOT TO SCALE' s-0 ` x £...f f._,y .3 r,,f y�,M � ;. -,f r' Y ` .M -'S '(yt� ; .� t •^--� r .` `f L.Jf r � _ ((('"� `�3}'�' �;'3 +�(/ '._ •-� 1 ` .. .. ..,. .�. ..,..3 •. w,C''2 �..: \.. .) .,. { ,:` )�+ f •,�. 14 ..i +..: � ST A N j[ D ? d O N C WARD. COUNTY H � f I I. O N ^ T V E Y O IA � ; j- t:.,) ,4 - I EROSION CONTROL 1. SUMMARY A. Section includes provisions for temporary erosion controls required throughout the Work to control erosion and water pollution by using temporary construction entrances, controlled discharge cutlets, berms, sediment basins, sediment dams, silt fences, brush barriers, baled hay and straw, mulching, and temporary seeding. B. Provisions are also included for riprap and geotextile fabrics for permanent slope protection as part of the Work. 2. SUBMITTALS A. At least 96 hours prior to breaking ground submit to the Engineer all information required by the NPDES General Permit for Storm Water pertaining to this project. B. Submit for review and approval to the Engineer within 30 working days of receipt of the Notice to Proceed: 1. A list of materials necessary for and the sequencing of activities to accomplish the work encompassed by this Section along with manufacturer's product data and specifications demonstrating compliance with these Specifications. 2. Installation instructions from applicable manufacturers for products proposed to be included in the installation. C. Maintain on -site and keep current all required elements of the NPDES General Permit for Storm Water pertaining to this project. 3. QUALITY ASSURANCE A. Detail qualified workmen that are experienced in executing the activities specified in this Section. B. Detail and maintain equipment capable of accomplishing the activities specified in this Section while producing sufficient progress on the Work. C. Operate all equipment with due caution. D. Instruct workmen in procedures specified in this Section. 4. SEQUENCING AND SCHEDULING A. Irstall temporary construction entrances as part of the job mobilization activities. B. Install temporary perimeter dikes where shown on erosion control plans and where needed to prevent erosion. C. Install silt fencing prior to clearing and grubbing to prevent sediment runoff. D. Construct sediment traps as soon as practical to control sediments. E. Instcll straw bales and temporary sediment traps as work progresses. F. Utilize detention ponds into operations as storm drainage detention facilities when the Work is nearing completion. 5. MAINTENANCE A. Routinely inspect the site and clean out sediment traps at least every seven days of within 24 hours after a rainfall of 0.5 inch or more. B. Maintain sediment traps, silt fencing and dikes in good working order. C. Correct washouts and eroded areas by refurbishing and temporarily seeding. 6. MATERIALS A. Use only new materials conforming to the requirements of these specifications and approved by the Engineer. All materials proposed to be used may be tested and inspected at any time during their preparation and use. If, after trial, it is found that the source of supply has not been approved, or does not furnish a uniform product, or if the product becomes unacceptable at any time, the Contractor shall furnish materials from another source. Approved materials that become unfit for use shall net be used in the Work and shall be removed from the job site. Materials indicated on the Drawings that are required in the Work but are not covered in detail in the Specifications shall be of the best quality available and shall conform to the current specification of the American Society for Testing and Materials (ASTM) or AASHTO, as approved by the Engineer. B. For sedimentation and erosion control use: 1. Baled straw and hay that complies with the requirements contained in Section 02900. 2. Silt fences manufactured of fabric specifically made for such purpose shall conform to the requirements of AASHTO M 288 -90, and be approved by the Engineer. 3. Temporary CMP drainage pipes chosen by the Contractor that are adequate to perform under subject field conditions. 4. Temporary seeding that complies with requirements contained in Sections 02900. 5. Three inch maximum size coarse aggregate that is free from deleterious materials and does not contain more than 10 percent materials finer than No. 4 sieve. C. Slope protection shall be provided by: 1. Using stones that weigh ro more than 150 pounds with at lease 20 percent weighing more than 60 pounds while no more than 20 percent weigh less than 20 pounds for hand placed riprap. 2. Using geotextile fabric that is manufactured engineering fabric conforming with AASHTO M 288 -90 for reducing soil erosion and that is approved by the Engineer. 7. EXAMINATION A. Examine all areas where slope protection and erosion control are required. B. Request underground utility location service to locate all utilities within work areas. 8. INSTALLATION A. Provide temporary construction entrances at all ingress /egress locations to reduce or eliminate transporting soil or mud by vehicles to roadways and public rights of way. Construct these entrances by installing a stone mat using three inch maximum crushed stone. This mat shall be a minimum of 50 feet long by 12 feet wide and at least 6 inches thick. Drain wash water to spray the underside of vehicles and tires when parked in the stone mat. Provide spent wash water drainage into a sediment basin or trap. B. Install temporary perimeter, diversionary, and interceptor dikes as shown on the Drawings and other places where required in the field. Their purpose is to divert sediment laden storm runoff to an on -site sedimentation trapping facility or to direct storm water away from exposed slopes. C. Provide temporary discharge controls that limit concentrations of storm water flows by using level spreaders, gravel outlets, and temporary drop piping shown on the Drawings. D. Provide sediment traps using silt fences, straw bales, or sediment basins as shown on the Drawings. Utilize detention pond facilities initially as sediment basins by installing a temporary riser pipe as shown on the Drawings. Install a marker to indicate the maximum level of sediment accumulation to indicate when the facility requires cleaning. Remove and replace the riser piping when nearing the completion of the Work and when approved by the Engineer. Remove accumulated residual sediment at that time and treat the residue as waste. Place the facility into a storm water detention mode of operation. E. Hand place riprap a minimum of 12 inches thick on designated slopes to comply with the Drawings. Begin placement two feet below the tow of slope while firmly imbedding each piece. F. Install geotextile fabric for slope stability in accordance with the manufacturer's recommendations. Unless otherwise directed, install the fabric with the long dimension parallel to the toe of slope, and lay where a smooth and wrinkle free surface is obtained that is not under tension. Overlap subsequent fabric layers by at least 18 inches. Secure fabric using approved fasteners and cover within 30 days using materials approved by the Engineer. 8. PROTECTION A. Repair damaged sediment control devices. B. Insure exposed soil surfaces are not eroding. C. Inspect and maintain the temporary construction entrances' stone from accumulation of silt, mud, or other debris. D. Prohibit vehicular traffic from crossing installed geotextile fabrics. EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related Items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of cry changes, errors, or omissions found on the plans or in the field, before work is started or resumed. 1. In general, the items of work to be performed under this section shall Include clearing and grubbing, removal of trees and stumps (where required, protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor s responsibility 3. Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill obtained from off -site shall be of kind and quality as specified for fills herein and the source approved by the Owner 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site before excavation starts B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully as/ bench marks, monuments and other reference points; If disturbed or destroyed, contractor shall contact engineer and surveyor. 3. REMOVAL OF TREES A. Remove all trees and stumps from arec to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the trees shall be removed to disposal areas off -site. Disposal by burning shall not be permitted unless proper permits are obtained (where applicable). 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove Interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris. weeds, grass, stones, etc. B. After completion of site grading and subsurface utility installation, top soil shall be replaced in areas designated on the erosion control plan for seeding and /or sodding. Any remaining top soil shall be used for finished grading around structures and landscaping areas. 6. DISPOSITION OF UTILITIES A. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B. If active utilities are encountered but not shown on the drawings, the Engineer shall be advised before work Is continued. C. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Utility Company or the Engineer. D. It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. 7. SITE GRADING A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to grade as shown on the drawings. B. Rough Grading: The tolerance for paved areas shall not exceed 0.10 feet plus or minus above th eestcblished subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. C. Compaction Requirements: 1. All engineered fill beneath floor slab -on- grade floors and over footings should be compacted o dry density of at least 90 percent of the Proctor maximum dry density (ASTM D- 1557). This minimum compaction requirement should be increased to 95 percent for fill supporting footings. 2. In cut areas, where pavement sections are planned the upper 10 In. of subgrade should be scarified and compacted to a dry density of at least 95 percent of the modified Proctor maximum dry density (ASTM D- 1557). Any grade raised fill placed within 1 ft of the base of the pavement section should also compacted to at least 95 percent of the modified Proctor maximum dry density. This can be reduced to 90 percent for engineered fill placed more than 1 ft below the base of the pavement section. 3. The compaction should be accomplished by placing the fill in about 8 in. Loose lifts and mecharicolly compacting each lift too at least the specified minimum dry density. Field density tests should be performed on each lift as necessary to insure that adequate compaction is being achieved. 4. As a minimum, all earthwork fill shall be STORM SEWER SYSTEMS STREETS & PAVEMENT 7. FIELD QUALITY CONTROL 5. COPPER TUBING compact to 90 percent of standard Proctor maximum dry density if not 1. SCOPE OF WORK specified specifically in these 1. SCOPE OF WORK A. General - Testing in -place hot -mixed asphalt courses for Shall be seamless, annealed copper tubing complying with specifications or In the soils report. The work under this section includes all storm sewers, storm p p The work required under this section includes all concrete and compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable p p p Federal Specification WW -T -799. Fittings shall be wrought water inlets, and related items including excavating and backfillin necessary to complete the work shown on the 9 Y P bituminous paving and related items necessary to complete the p g y P work indicated on drawings and described in the paving. Shall be done by an independent testing laboratory copper or cast bronze with solder joints. Solder shall be of a composition recommended b the manufacturer of the p Y 8. TESTING AND INSPECTION SERVICE drawings. specifications, including, but not limited to: with scope of testing and inspection approved b engineer. P 9 p pp Y 9 fittings. Contractor shall employ and pay for a qualified independent 2. MATERIALS All streets, parking areas in contract limits B. Thickness - In -place compacted thickness tested In accordance with ASTM D 3549 will not be acceptable If 6. FIRE HYDRANTS geotectnical testing laboratory to perform soil testing and Inspection service earthwork operation. Scope of testing and A. Storm Sewers Curbs and gutters Sidewalks and concrete slabs, exterior steps exceeding following allowable variation: prepared subgrade Shall comply with A Specification C -502 and shall meet local inspection shall be approved by the engineer prior to prior to paving. standards and requirements, particularly as to nozzle earthwork operations. Reinforced concrete sewer pipe shall conform to ASTM C -76 MATERIALS 1. Binder Course: Plus or minus 1 /2 inch. diameters and threads, direction of opening and dimensions latest revision, with joints conforming to ASTM C -443 2. Surface Course: Plus or minus 1/4 inch. of operating and cap nuts. Fire hydrants shall have one latest revision. A. Concrete - Concrete shall be ready - -mixed concrete and pumper and two hose nozzles. A valve opening not less than B. Roof /Downspout Connections shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content C. Surface Smoothness - Test finished surface of each hot -mixed asphalt course for smoothness, using 10- 5 inches and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of All gravity plastic storm sewer pipe and fittings shall shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, foot straightedge a lied arallel with and at right pp p g angles to centerline of paved area. Surfaces will not g p cover over the pipe. All private water hydrants are to be pointed a color other than that utilized b the Water P Y conform to ASTM D -3034, SDR -35 and meet a cell classification of 12454 -C. Flexible compression Including moisture in the aggregate. Slump for normal be acceptable if exceeding the following tolerances p g g Company. Hydrants shall be located such that the direction of solvent cement joints shall be used for PVC. No solvent cement joints wei ht concrete shall be a maximum of 4 inches and a 9 for smoothness. opening is directed towards the street. P 9 shall be allowed. minimum of 2 inches the slump of machine placed concrete shall be no less than 1-1/4 inches nor more than 3 inches 1. Binder Course Surface: 1/4 inch. 7. VALVES C. Manholes Standard test C -143 shall be used to measure slump. 2. Wearing Course Surface: 3/16 inch. Compressive strength of concrete at 28 days shall be 4000 All valves and stops shall have ends suited or adapters shall be 1. Precast reinforced concrete manhole sections and psi. All exterior concrete shall have air entrainment of 5% WATER MAINS provided for the proper installation in the lines in which they steps shall conform to ASTM C -478 latest revision. to 8% by volume per ASTM C -260. Retempering of are located. Valves shall meet local standards or in the delivered concrete will not be allowed. Concrete shall be 1. SCOPE OF WORK absence of such standards, the following requirements: 2. Casting shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion, composed of: If not specified below, fire protection and watermains are to be A. Valves in cast iron pipe shall be iron body, bronze or other defects. They shall be smooth and well 1 • Portland cement - Conforming, to ASTM Type IA laid in accordance with the specifications of the City of mounted, disc gate valves conforming to A Specification C- cleaned by shot - blasting or by some other approved or Type IIIA. Indianapolis, or as directed by the Department of Public Works 500. They shall open in the some direction as those used method. They shall be coated with asphalt paint, which shall result in a smooth coating, tough and 2• At Conforming to ASTM C -33 for the City of Indianapolis. The work required under this section includes all cold water distribution lines, valves, meter in the local waterworks system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two (2) keys. tenacious when cold, not tacky or brittle. They 3. Water - Shall be clear and free from injurious pits, hydrants, and related items including excavating and B. Valves in copper pipe shall be standard brass body, shall be gray iron meeting ASTM A -48 latest amounts of oils, acids, alkalizes, organic materials backfilling necessary to complete the work shown on the round -way, ground -key stops, with T heads. Furnish two revision. or other deleterious substances. drawings. The ends of water service lines shall be tightly 2 keys. ( ) Y plugged or capped at the terminal points pending the 3. Joints - Manhole sections shall be jointed with B. Welded Steel Wire Fabric - Where required for concrete connecting to all such lines of the building piping as specified 8. VALVE BOXES rubber type gaskets. The rubber type gaskets shall reinforcement shall conform to ASTM A185. in the plumbing specifications and architectural drawings. meet ASTM C -443 latest revision. When manhole and Shall meet local standards or in the absence of such, shall storm pipe ere continuously in water. C. Premoulded Joint Filler - Shall be of non - extruding type 2. IRON PIPE comply with the following requirements: D. Subdrains meeting ASTM D -544 except premoulded pint filler used In concrete walk construction may be either non - extruding or Cast iron pipe shall meet A Specification C -106 with push- p p p A. For iron body valves, boxes shall be approved standard resilient. s on joints meeting A Specification C -111. Wall thickness buffalo -type cast iron, adjustable shaft boxes, having a Perforated plastic pipe subdrains shall conform to ASTM shall be determined from Table 6.4 in A C -106. Ductile iron 5a inches. F -405, AASHTO M -252 (4" to 10" pipe). D. Bituminous Pavement Materials - All materials proposed for p P pipe shall meet A C -150 and C -151 Specifications. Pipe to minimum shaft diameter of B. For Brass body valves (stops) boxes shall be approved 3. APPLICATION the construction of bituminous pavements shall comply be cement lined and seal coated in accordance with A C- 104. Joints shall be pushed -on type, Teuton, Fasted, Super standard cast iron extension service boxes, having a with the Indiana Department of Transportation specifications, per latest revision. Bell -Tete, or approved equal, except at fittings, valves and minimum diameter of 2 1/2 inches and having lid held in A. Permits and Codes - The intent of this section of the special crossings. Joints shall comply with A C -111. place by a brass or bronze bolt. The castings shall be specifications is that the contractor's bid on the work E. Compacted Aggregate Subbase: Shall be crushed stone or Fanged joints shall conform to ASA A21.10 or 816.1. coated with two coats of coal -tar pitch varnish. Furnish covered herin shall be based upon the drawings and specifications, and that the work shall comply with all gravel. Crushed gravel shall be a minimum of 35% crushed 3. Polyethylene ( "PE ") Pipe two (2) keys for bolt in lids. applicable codes and regulations as amended by any mcterial. Chert shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, 9. STOPS waivers. Contractor shall furnish all bonds necessary to et permits for cuts and connections to existing sewers. g p g elongated thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted A. Materials 1. Materials used for the manufacture of PE pipe and fittings Stops shall be those manufactured b Ford or Mueller p y B. Local Standards - The term Local Standards as used "Local shall be graded as follows: must be extra high molecular weight, high dens it PE 3408 g g g y of eth ene resin. The e must be extruded from virgin P y � pipe Corporation with A taper thread, and with copper compression type fitting on outlet, or approved equal. herin means the standards of design and construction of SIEVE SIZE % PASSING resin meeting the specifications of ASTM D 3350 with a the respective municipal department or utility company. minimum cell classification of PE 345434C. Fittings must 10. BLOW -OFF VALVES 1--1/2" 100 be manufactured from the some resin type and cell Blow -off valves shall be those manufactured by Mueller C. Existing Improvements - Maintain in operating condition 11 1 80 -100 classification as the e itself. pp Corporation (H10283 of H- 10291) or approved equal. all active utilities, sewers, and other drains 3/4" 70 -90 2. The pipe and fittings must contain no recycled compound encountered in the sewer installation. Repair to the 1/2" 55 -80 except that generated in the manufacturer's own plant from 11. ANGLE VALVES satisfaction of the owner any damage to existing active #4 35 -60 resin of the same raw material. improvements. #8 25 -50 3. The material must be listed by PPI ( "Plastics Pipe Institute ", Angle valves at the end of water service stub are to be D. Workmanship - To conform to all local, state, and #30 12- 30 a division of the Society of the Plastics Industry) in its pipe copper compression type fitting, and are to be protected with national codes and to be approved by all local and state #200 5 -0 grade registry technical report (TR4) with a seventy -three plastic bag over the valve. agencies having jurisdiction. 3. APPLICATION (73) degree Fahrenheit hydrostatic design basis of one 12. TAPS thousand six hundred (1,600) psi and a one hundred forty E. Trenching a Lay all pipe in open trenches, except when the local authority gives written permission for A. Grading Do an necessary grading in addition to that 9 y y g g (140) degree Fahrenheit hydrostatic design basis of eight 1 inch taps in lines smaller than 4 inches shall be only by tunneling. Open the trench sufficiently ahead of the performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades hundred (800) psi. 4. The manufacturer must conform to ISO 9001. topped tee or topped saddle. Water service lines should be PP PP marked on curbs with blue (sewer lateral locations - pipelaying to reveal any obstructions. The width of trench shall be the inside pipe diameter plus 24 inches and sections for site improvement. paint red). Taps onto existing main shall be performed in for 12 inches above the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All B. Preparation of Subgrade - Remove spongy and otherwise B. Pipe and Fittings 1. Pipe supplied under this specification must have a nominal accordance with rules of the Water Company having jurisdiction. trenching to comply with Occupational SAfety and Health unsuitable material and replace with stable material. No iron pipe size outside diameter. Standards. Keep trenches free from water traffic will be allowed on prepared subgrade p rior to paving. 2. Pipe having a diameter of three (3) inches and larger must 13. DEPTH while construction is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the C. Utility Structures - Check for correct elevation of all be made to the dimensions and tolerances specified in ASTM F714 with a cell class of PE 345434C. Pipe with p The Water Mains shall be laid to a depth not less then five p discharge from trench dewatering to drains or natural manhole covers, valve boxes and similar structures located within areas to be paved, and make, or hove made, any diameters less than three (3) inches must be made to feet (5' -0 ") below ground cover. drainage channels. necessary adjustments in such structures. the dimensions and tolerances set forth in ASTM D 3035 with a cell class of 3408 14. METER PITS F. Special Supports - Whenever in the opinion of the D. Placing Concrete 3 Fittings must be manufactured in accordance with ASTM engineer the soil at or below the pipe grade is D 3261. Fittings must be manufactured by injection The Contractor shall furnish the meter pit(s) and vault of the unsuitable for supporting sewers and appurtenances specified in this section, such special support, in 1. subgrade - Place concrete only on ganual material, molding, a combination of extrusion and machining, or fabricated from PE pipe conforming to this specification. type as shown on the construction Ions meter to be Yp p addition to those shown or specified, shall be provided compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen 4. Fittings must be fully pressure rated and provide a furnished by Water Company) along with all necessary quick - as the engineer may direct, and the contract will be subgrade working pressure equal to that of the adjacent pipe with disconnects, valves and appurtenances. This cost shall be adjected. an included two (2) to one (1) safety factor. included in the bid amount for water lines. Meter pits must G. Backfilling - For a depth of at least 12 inches above the 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial 5. The pipe and fittings must be homogeneous throughout and free of visible crocks, holes, voids, foreign inclusions, be equipped with storm sewer drain or sump connected to storm structure. top of the pipe, backfill with earth or granular material free from large stones, rock fragments, roots, or sod. enough to maintain their shape and position or other defects that may affect the wall integrity. 15. TESTS Tamp this backfill thoroughly, taking care not to disturb without springing or settling, when concrete is placed Forms shall be clean and smooth 6. The pipe and fittings for horizontal directional drilling must be a minimum DR of 9. Pipe and fittings used in the pipe. For the remaining trench depth, backfill with immediately before concreting open cut nstallations must be a minimum of DR 11. Test the piping for leakage for a period of at least two hours earth or granular material containing stones or rocks not at a pressure of 150 pounds per square inch. Inspect all larger than 4 inches. Backfill under and within 5' of 3. Placing Concrete - Concrete shall be deposited so C. Joints joints for leakage and remedy any leaks. Upon completion of walks, parking areas, driveways, and street shall be granular material only - thoroughly compacted by approved as to require as little rehandling, as practicable. q g' p 1. No person may join PE e unless Engineer has approved p y pipe g pp the water distribution mains, flush out the system until the water runs clears. As soon as the system has been flushed methods. When concrete is to be placed at an atmospheric temperature of 35 degrees F or less, paragraph P 9 that person. 2. The butt fusion process should be used to join sections out it shall be sterilized in accordance with the requirements � q H. Manhole Inverts - Construct manhole flow channels of 70210 of the Indiana Department of of PE e into continuous lengths at the job site. The pipe 9 1 of the local water department. concrete sewer pipe or brick, smoothly finished and of Transportation Specifications latest revision shall oinin method must be b the heat fusion method and must 1 9 Y semi - circular section conforming to the inside diameter be followed. be performed in strict accordance with the pipe of the connecting sewers. Make changes in size or grade E. Concrete Curb manufacturer's recommendations. The heat fusion equipment gradually and changes in direction by true curves. used in the joining procedures must be capable of meeting Provide such channels for all connecting sewers at each manhole. 1. Expansion joints - Shall be 1/2 inch thick all conditions recommended by the pipe manufacturer. 3. Properly executed electrofusion fittings may be used. lded at ends of all returns and at a 4. Extrusion welding, hot gas welding or threading and gluing of I. Subdrains - All subdrains shall be of the size shown on maximum spacing of 40 feet. maxim PE pipe will not be accepted. the pland and shall be constructed to the grades shown. 2. Contraction Joints - Unless otherwise provided, 5. MJ adapters are required to mechanically connect PE pipe to All drains constructed off -site as part of the outlet contraction joints shall be sawed joints spaced 10 main line valves three (3) inches or larger. Two (2) inch drain will be located as shown. feet on center. valves and smaller must be connected by compression fittings. J. Utilities - It shall be the responsibility of each 3. Finish - Tamp and screed concrete as soon a 6. Refer to the manufacturer's recommendations for proper contractor p verify all existing utilities and conditions p to his phase of the work. It shall placed and fill any honey combed places. Finish installation procedures. also be the contractors responsibility to contact the square comers to 1/4" radius and other corners 7. Fused segments of pipe must be handled so as to avoid owners of the various utilities before work is started. to radii shown. damage to the pipe. Chains or cable type chokers must be avoided when lifting fused sections of pipe. Nylon slings are The contractor shall notify in writing the owners or the engineer of any changes, errors, or omissions found on F. Concrete Walks and Exterior Steps preferred. Spreader bars are recommended when lifting long these plans or in the field before work is started or 1. Slopes - Provide 1/4 Inch per foot cross slope. fused sections. resumed. Make adjustments in slopes at walk intersections D. Precautions as necessary to provide proper drainage. 1. During the heat fusion process the equipment and pipe SEEDING product may reach temperatures in excess of four hundred 2. Dimensions -Walks and steps shall be one course (400) degrees Fahrenheit. Caution should be taken to prevent 1. Planting Time: Do not plant seed on frozen soil. Do not perform seeding when construction and of widths and details shown on burns. wind exceeds 15 mph. Do not seed between calendar dated from November the drawings 2. Static electricity charges are generated on PE pipe by 15 to March 1 or from June 1 to September 1. 3. Finish - Screed concrete and trowel with a steel friction, particularly during the handling of pipe in storage, trowel to a hard dense surface after Surface shipping and installation. The flow of air or gas containing dust or scale will also build up significant static charges, as 2. Protect seeded areas against erosion by spreading anti- erosion mulch after water has disappeared. Apply medium broom will the flow of dry materials through the pipe. These charges completion of seeding operations. Spread uniformly to form a continuous finish and scribe control joints at 5 foot spacing Provide 1/2" expansion joints where sidewalks are a safety hazard, particularly in areas where there is blanket not less than 1' /Z" loose measurement over seeded areas. intersect, and at a maximum spacing of 48 feet leaking gas or a flammable /explosive atmosphere. between expansion pints. 3. Coiled PE pipe may contain energy as in a spring. 3. Anchor mulch by spraying with asphalt emulsion at the rate of 10 to 13 gallons Uncontrolled release by cutting straps, etc. can result in per 1000 sq. ft. Take precautions to prevent damage or staining or G. Curing Concrete -- Except as otherwise specified, cure all dangerous uncontrolled forces. Exercise appropriate safety construction or other plantings adjacent to mulched areas. concrete by one of tho methods described in Section 501 17 of the Indiana Department of Transportation precautions and use proper equipment. 4. PE pipe is impact resistant. Any hitting of the pipe with an Specifications, latest revision. instrument, such as a hammer, may result in uncontrolled 4. SCHEDULE OF GRASS SEED MIXTURE rebound. Mixture For sunny to partial shade areas: H. Concrete Curing Compound - All exterior concreto shall be E. All final connections to Lift Station /Force Main Manholes must not coated with curing compound complying with ASTM C be completed until all PE materiels have reached equilibrium o Min./ a Max./ o Proportion Min./ 309, TYPE 1 -D, class A. conditions (average ground temperature, etc.). By Weight Common Name Botanical Name Germ. Pure Sd. Weed Sd. J. Concrete Testing - Concrete testing shall meet the 4. FITTINGS requirements established for structural concrete to be used 45% Kentucky otensis 80 85 0.50 y Poa p in building on this site Fittings shall be cast iron of ductile iron conforming to ANSI Bluegrass 4. HERBICIDE TREATMENT Specification ABBE.10 -1971 (A C110 -71). Fittings shall be ��� ��1, 30% Chewings Fesfuca rubs 85 98 0.50 designed and manufactured for a pressure rating of 250 Fittings shall be tar - coated and shall be cement -lined �`0% /1 '\\ p►� C. . Red Fescue A. Provide and apply commercial chemical for weed control In by the psi. in with ANSI Specification ABBE.4 -1974 (A C104- "' "' 20% Perennial Lclium Perenne 90 98 0.50 paved areas Chemical shall be registered In accordance Fittings be conforming to �`��1- * *Gk ,4"N�, - Ryegrass 'Pe nnfine environmental protection agency and supplied granular, liquid form. 74). joints shall mechanical joints �i, � �; or wettable powder ANSI Specification ABBE.11 -1972 (A C11 -72). . V .: NO • 5% Redtop Agostis alba 85 92 1.00 _ _ B. Apply according to manufactures specifications. - 9 0326 - 5. Sowing Rate: Sow grass seed at the following rate - 200 Ibs /acre. 5. WHEEL STOPS . = STATE OF �7,e) The following formula shall be used to determine the amount of commercial seed required to in each kind of seed the specified A. wheel Stops - 2,500 -psi compressive strength precast, air- entrained concrete, approximately 6 inches high a inches ' " -•�* • .., P.•'' ���' S' .. �\% provide 7 feet long. Provide ��'/,� /ONAL �' quantities of pure live seed. wide, and chamfered corners and ,, Pure Live Seed x 100% x 100% = Pounds Commercial drainage slots on underside. 1111 111 Purity x Germination Seeds Required 6. PAVEMENT MARKING PAINT � 6. Commercial Fertilizer: Complete fertilizer of neutral character, with some A. complying with AASHTO M 24 Paint - Alkyd-resin Pavement Markin TYPE 1.d -resin t yp e, ready -mixed 60� _K� elements derived from organic sources and containing following percentages of available plant nutrients. For lowns,provide fertilizer with percentage of B. Color shall be white unless noted otherwise, except for nitrogen required to provide not less than 1 lb. of actual nitrogen per 100 sq.ft. handicapped spaces and access ways which shall be blue. of lawn area, and not less than 4% phosphoric acid and 2% potassium. Provide nitrogen in a form that will be available to lawn during initial period of growth; Date at least 50% of nitrogen to be organic form. No.'' Date Revision X-� A T1 �� T-1 7� SHEET NAME no /� , 1T �-- -EX1�T1N� T �1 10' A U T SAP 1P) 4n cr 1 MC O 0 4 SH \ 1 M - f< w 3S 1 G-F C) LOT 3 �I w 1 MP 3 VD 21,780 S. F. � I U 1 0.50 AC.± 2 VP 1 MP 2 VD 20' DRAINAGE & UTILITY ESMT T - Sv-- I i VD W I I': • .I i 1 11 EX. �§OL �i Mr i , —1 GT 1 F1 'g Y. / , 1' ww 1 t I 1 cc 1 cc LOT 2 • • S. r. Aji p r s. i ��►, t 2 FI 1 TA r1 MT 1 �3 SV 0 MT 3 SV �v1A1FY -- 6 VP III Q� z w Q o E- 21 C E_- N 0 1 PS /;,, ��'75� 91' 1 M A1� 7 VD --1 Q R 3 FI 3 AG LANDSCAPE PLAN_ 1" = 30' Q a L S .a S Cl cc 3" LAYER OF SHREDDED HARDWOOD BARK MULCH ROOT FLARE MUST BE PLANTED AT OR NEAR LEVEL) EARTH SAUCER FIN. GRADE =1 11 =1 11 =1 11 =1 I I- 6" I1 I I =1 I I -1 I I =1 I I MIN. - III - III =1 =1 -I -i 11 =1 11 =1 11 =1 EXISTING SOIL OR COMPACTED BACKFILL —/ 6" MAX �— PLACE SOIL BALL SLIGHTLY HIGHER THAN FIN. GRADE. MOUND SOIL OVER BALL, RHODODENDRONS & OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEATMOSS OVER BALL & MULCH H EAVI LY. = INSTALL FERTILIZER TABLETS OR SPIKES JIIIIII nine, � I I I 6 " III -1 =1 I 1 =1 I I- I_I I1 MIN. F11��=@-111=H-P - ICIIIiF1,11F SOIL BACKFILL TO BE 75% TOPSOIL & 25% PEATMOSS TAMPED TO PREVENT SETTLEMENT. SHRUB PLANTING DETAIL NTS \IERAL NOTES: Evergreen trees over 30" in height ill be guyed. Remove top 113 of burlap on root I. Remove wire basket completely. Provide plastic or metal flags on i wires in or near sidewalks. Use as shown on plans. /in g system: 3 per tree equally spaced. K Z hardwoord stakes, 1/8" cable, J black rubber hoses. shredded hardwood bark mulch high topsoil saucer meter of saucer to equal ball diameter. fer to plans for finish grade d for plant material. pe & scarify sides of pit. Ith of pit to be three es ball diameter. ,avated soil or topsoil backfill. root ball on undisturbed soil "cone" bottom of pit. 5EU I IUN CONIFER TREE PLANTING DETAIL NTS Legend Shade Tree Ornamental Coniferous Tree Shrub p N C. Bq''�, NO. 910326 STATE Or ' Nom,: . L. Planting pit: diameter to be 3 times diameter of root ball. Hardwood stakes located at edge of mulch bed. Outer perimeter of tree branches (above) Mulch bed: diameter to equal diameter of root ball. DOUBLE STRAND 12 GA. WIRE TWISHED IN RUBBER HOSE 6" FROM TOP OF STAKES SUITABLE CORD BANDING BURLAP OR HEAVY , CREPE TREE WRAP MATERIAL PLACE SOIL BALL SLIGHTLY HIGHER THAN EXISTING GRADE, MOUND SOIL OVER BALL FINAL GRADE IIilIII IIi 1111 , -1 I I-1 I I -1 I 12 " =1 11=1 I I =1 M I N i l =1 I 1 =1 SOIL BACKFILL TO BE 75% TOPSOIL & 25% PEAT (TAMPED) ROOT FLARE MUST BE PLANTED AT OR NEAR LEVEL) 3" LAYER OF SHEDDED HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER 12' 1II =111 =111, 11 ✓11N I1111111� (NOTE: STAKE & GUY III =III- i.. TREES AS SHOWN IF 12" SITE CONDITIONS DICTATE MAX. REMOVE BINDING � EXISTING SUBSOIL OR COMPACTED BACKFILL DECIDUOUS TREE PLANTING DETAIL NTS PLANT SCHEDULE fey :...aria». ...... . Size ....... ....... ...... ......... Botanical Name ....... ......... .I...... .. ........ ......... Common m Con d. AP z 2 - 2.1 ;2`t Acer platanoides 'Emerald Queen' emerald queen Nervvay Maple GT ? 8 1 2 - 2 -1 /2" Gle itsia triacanthos finer mis °lmperia F Imperial Hone ylecust B & B \ 7 Q Quercus rubra Rest Oak B& B � TA 4 ► M t 2 2 -1r2 E Tilia americarra 'Red rr rend Redri ond Linden W BBB I � AG i t E t 1-1/2 2 I A ,r rs sir ,rb e �kM �l Maple p Pn `' 6 SV CC < 2 1 - 1-1/2" Cercis canadensis edbud B&B C 6 1 - 1 -112" 0 Ceckspur Hawthorn 0 B B l`'iC 6 1 -- 1-1/2' Malus spp. 'Ceralcole" Coralburst Crabapple F- B & B MP L 4 € 1 w -112" Malus 5 p. 'Prairiflre' Prairefire 'crabapple B B 1 AG �. _;L\ 20' DRAINAGE & UTILITY ESMT 1 ................ .....:.... z 0 Malus..s�� - ..sCentennia.l`............. _.. _ ....... _..... ..... ............................... 00 , j I 0 E� & E� f PS 11 6 _ 71 Pirrus strebus I- Q w � o ° 4 30.--.36 Fl 1 i .. Forsythia ia L rs t �� r t_e rrr e i B V S�,....,..�. 38 2 PS E� =' ............. .M.._. Common Lilac w M I ? 27 ,,.,..�...,,., 0 — 362 ,.c ..� ... � �.'.., �w „ w.r . .,. w,,.. w V..,: . ,.._... ...Ga.....l..l_..�' .w.......... Vi burn tr m de r)tat rl ..L ... ._,,..r ... �v.,,. .,,,,,.._,. v,.,.,.., �,.....1 ......m .... � ., w. Arr wwood ViburnUIT) B& B 2 t 1 15 W Viburnum prunifeliurn Blackhaw Viburnum B & B � :..:.... .:......:.........» BT t::..».....:...,...,.................. 1. 8 L:.,...•.:.:., .,,,.:... :.::...»�:...:,�,�::,: ...:..:..:... 1 18 24" .....:.::.:.v»::,:::...:,,::., ,.. ,....,..,.. w:.,................:.......,:..:.:..::...::.,:...::.»...:.............,......:......:.,:.,.:.. .- ...::.:�:..»..: ............ .: Berberis; thUnbergli atropurpur a �w .. - • S � S > z C, >< 18-24 ""' ............................... Euno rnus alata 'Corn �cta' ....................:............ ............................�.. � ...................... ................................... ..................._........... Drtrart Burn in Bush p W........................................... B & B PM ............................i. -, t t . ..... 2 ' 0 z O ........._..................._. ; B& B H 28 1 1 2 1 .................................................. GO ............................ Br-ldal recath ,. ..............�.....:.......... ..........,...,,.,,,,,,...........,,.,..,..,, ...,..,........................ o B i �,.......,................. Z J J U) z Cn LLJ - W CD LOT z 1 J '' 23,,692 S.F. � w o 0.54 AC. �t t 1 TA F1 3 P S 2 V D � 1 TA 1 QR 1C 1 MT 40 BUILDING LINE 1 Q R /-1 CG 1MT 1 T 1 C 1M 1GT 1GT C6 2 II 0 LEWD CAPE U FER YARD 1 MC cc LANDSCAPE PLAN_ 1" = 30' Q a L S .a S Cl cc 3" LAYER OF SHREDDED HARDWOOD BARK MULCH ROOT FLARE MUST BE PLANTED AT OR NEAR LEVEL) EARTH SAUCER FIN. GRADE =1 11 =1 11 =1 11 =1 I I- 6" I1 I I =1 I I -1 I I =1 I I MIN. - III - III =1 =1 -I -i 11 =1 11 =1 11 =1 EXISTING SOIL OR COMPACTED BACKFILL —/ 6" MAX �— PLACE SOIL BALL SLIGHTLY HIGHER THAN FIN. GRADE. MOUND SOIL OVER BALL, RHODODENDRONS & OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEATMOSS OVER BALL & MULCH H EAVI LY. = INSTALL FERTILIZER TABLETS OR SPIKES JIIIIII nine, � I I I 6 " III -1 =1 I 1 =1 I I- I_I I1 MIN. F11��=@-111=H-P - ICIIIiF1,11F SOIL BACKFILL TO BE 75% TOPSOIL & 25% PEATMOSS TAMPED TO PREVENT SETTLEMENT. SHRUB PLANTING DETAIL NTS \IERAL NOTES: Evergreen trees over 30" in height ill be guyed. Remove top 113 of burlap on root I. Remove wire basket completely. Provide plastic or metal flags on i wires in or near sidewalks. Use as shown on plans. /in g system: 3 per tree equally spaced. K Z hardwoord stakes, 1/8" cable, J black rubber hoses. shredded hardwood bark mulch high topsoil saucer meter of saucer to equal ball diameter. fer to plans for finish grade d for plant material. pe & scarify sides of pit. Ith of pit to be three es ball diameter. ,avated soil or topsoil backfill. root ball on undisturbed soil "cone" bottom of pit. 5EU I IUN CONIFER TREE PLANTING DETAIL NTS Legend Shade Tree Ornamental Coniferous Tree Shrub p N C. Bq''�, NO. 910326 STATE Or ' Nom,: . L. Planting pit: diameter to be 3 times diameter of root ball. Hardwood stakes located at edge of mulch bed. Outer perimeter of tree branches (above) Mulch bed: diameter to equal diameter of root ball. DOUBLE STRAND 12 GA. WIRE TWISHED IN RUBBER HOSE 6" FROM TOP OF STAKES SUITABLE CORD BANDING BURLAP OR HEAVY , CREPE TREE WRAP MATERIAL PLACE SOIL BALL SLIGHTLY HIGHER THAN EXISTING GRADE, MOUND SOIL OVER BALL FINAL GRADE IIilIII IIi 1111 , -1 I I-1 I I -1 I 12 " =1 11=1 I I =1 M I N i l =1 I 1 =1 SOIL BACKFILL TO BE 75% TOPSOIL & 25% PEAT (TAMPED) ROOT FLARE MUST BE PLANTED AT OR NEAR LEVEL) 3" LAYER OF SHEDDED HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER 12' 1II =111 =111, 11 ✓11N I1111111� (NOTE: STAKE & GUY III =III- i.. TREES AS SHOWN IF 12" SITE CONDITIONS DICTATE MAX. REMOVE BINDING � EXISTING SUBSOIL OR COMPACTED BACKFILL DECIDUOUS TREE PLANTING DETAIL NTS PLANT SCHEDULE fey :...aria». ...... . Size ....... ....... ...... ......... Botanical Name ....... ......... .I...... .. ........ ......... Common m Con d. AP 2 - 2.1 ;2`t Acer platanoides 'Emerald Queen' emerald queen Nervvay Maple GT ? 8 1 2 - 2 -1 /2" Gle itsia triacanthos finer mis °lmperia F Imperial Hone ylecust B & B R 7 4 2- 2 -1 {2`" Quercus rubra Rest Oak B& B � TA 4 ► M t 2 2 -1r2 E Tilia americarra 'Red rr rend Redri ond Linden � BBB I � AG i t E t 1-1/2 2 I A ,r rs sir ,rb e �kM �l Maple p Pn `' ----------------------- I , CC < 2 1 - 1-1/2" Cercis canadensis edbud B&B C 6 1 - 1 -112" Crataec Lis crus -gali Ceckspur Hawthorn B B l`'iC 6 1 -- 1-1/2' Malus spp. 'Ceralcole" Coralburst Crabapple B & B MP L 4 € 1 w -112" Malus 5 p. 'Prairiflre' Prairefire 'crabapple B B MT...... 1 ................ .....:.... ...:.. 1...- ..1..x1- i2 "............ Malus..s�� - ..sCentennia.l`............. _.. _ ....... _..... ..... ............................... Centennial Crabapple ..... E� & E� f PS 11 6 _ 71 Pirrus strebus White Pine, B & B } 4 30.--.36 Fl 1 i .. Forsythia ia L rs t �� r t_e rrr e i B V S�,....,..�. 38 E 3 - 36' a vulqaris ............. .M.._. Common Lilac ......�.B ..w,.w..... . .. B8..� VD ? 27 ,,.,..�...,,., 0 — 362 ,.c ..� ... � �.'.., �w „ w.r . .,. w,,.. w V..,: . ,.._... ...Ga.....l..l_..�' .w.......... Vi burn tr m de r)tat rl ..L ... ._,,..r ... �v.,,. .,,,,,.._,. v,.,.,.., �,.....1 ......m .... � ., w. Arr wwood ViburnUIT) B& B 2 VP 1 15 30 - 6" Viburnum prunifeliurn Blackhaw Viburnum B & B � :..:.... .:......:.........» BT t::..».....:...,...,.................. 1. 8 L:.,...•.:.:., .,,,.:... :.::...»�:...:,�,�::,: ...:..:..:... 1 18 24" .....:.::.:.v»::,:::...:,,::., ,.. ,....,..,.. w:.,................:.......,:..:.:..::...::.,:...::.»...:.............,......:......:.,:.,.:.. .- ...::.:�:..»..: ............ .: Berberis; thUnbergli atropurpur a ,:......:..,.,:. ............... .::.,. �:. �, �:.....,..::.................:...:.:... w..::.,,.:: �.: �: sw. �..»..... :......:....:... :.......:....w. Red Leaf Japanese Barberry .�..::�......,.,•..,,: B & B� EA 1 ' ........................................................... >< 18-24 ""' ............................... Euno rnus alata 'Corn �cta' ....................:............ ............................�.. � ...................... ................................... ..................._........... Drtrart Burn in Bush p W........................................... B & B PM ............................i. .......� ............................................................................. t t . ..... 2 ' ....P Pin us ug. .............................. ............................... ..........--.................-................_........ ............................... lug Prr > ...... ........._..................._. ; B& B H 28 1 1 2 1 .................................................. Sp�r� >~'a err t c uttr i ............................... ........................,.........,.,... .........................,..,,, ............................ Br-ldal recath ,. ..............�.....:.......... ..........,...,,.,,,,,,...........,,.,..,..,, ...,..,........................ B i �,.......,.................