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07050014 Civil Construction Plans Rcv.12/21/2007 DOCS
PROJ MICHIGAN (7 (77 C I TY AO"� -, Subdivia-er, NATHAN THORNBERRY 13277 ME-mlD; IAN C tvNERS BLVD, ,SUITE 100 CARMEL IN 46032 STATE LOCATIO-N MAP . . ....... . . .......... .. .... ....... :'IRN I/",: I .... ....... Mwi' ....... ... % .................. ............ 'X U X.4.1 X m< ...... �q -X ........ :x - M ............. ... ................. ZX ........... . .......... .......... ::x: .... .. .. ...... ................ . . .. OxX ............ % .......... ............ ................... .... . ..... .......... .......... .... ........................................ 4A....... .............. . ..................... ......................... ........................ ............................................. ................. Scale: NTS SOURCE OF TITLE: INSTR. #XXXX-XXXX AREA: ±2.28 ACRES ZONING: Sl/RESIDENTIAL DOCKET #07050013 PP SID #07050019 SW BENCHMARK USGS BRASS TABLET MARKED 93RHP DATED 1951 SET IN 4'X4' CONC. POST AT S.W. CORN ' ER INT. 1 46TH 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 Q ..... ....... x -X' %: :"5k X .............. ............... .......... ........... - .......... ... ... ..... ... ... . — .... ..... ............ ...... .................... ...... .... ....... ...... ... ... ........................... ....... .............. al..................... .*.*.,.,.,.7.,.".,.,.,.,.,.,.*,""., , , .................... ................... ....... . .......... ........ .. .. .. ........... ........ .......... ...... :.0 ........ ----------- -- .. ......... N.: 'x Z . ........ .. -2. ... . ........ X R.:- .......... ........... . ........ X X: ......... . ........... .. .. ....... ............ . ......... x % . ....... g .............. ...... ............ M ..... .. . ..... ... . ............... x .... ... ... ...... ............ ............... . ":L ' ' . . . . . " � .�: X .......... . . . .. . .......... I ........ . X, .......... 7 . ........ . ........... ................ MEWRIM M .............. ............ C ...... WE T. TAI....%T ................... ........... .. ........ ................. ............. .... ........................................... ........................... .............. ........ ................ . . ............................ ... ...... ................ .............................. .. ..... M. ...................... .... .. ................. .. .......... ..... ....... ..... X "le x .... ................. ... .... ............ ....... ....... ....... . ........... ................. .... ........ ....... ... ......... ...... ............. .... ...... "111 ' �:� ........... ..... .......... ...... .... .... . . .......... . . .................. ........ ..... e......... ....... 001 ..X ......... ........ ............. ..... . . ....... ....... ... ................. .. ............... ............... .......... ... .......... ............ ..... ............. --x ... . ....... ....... ....... ...... .......... . ..... X ... .. .............. ....... 7X ............ .. . .................. .............. ............ .............. X ................. .............. ............ ..... ...... ... AERIAL MAP :Sc a f e: N T'S r �'(X 'n LOCATION MAP City of Carmel, Hamilton ounty, Indiana SOILS MAP Scale: NTS Nei SHEET INDEX C100 TITLE SHEET C101 EXISTING CONDITIONS I C200 DEVELOPMENT PLAN C300 SANITARY SEWER P+P C400 STORM SEWER P+P C500 EROSION CONTROL PLAN C501 EROSION CONTROL DETAILS I C502 EROSION CONTROL SPECIFICATIONS C700 SANITARY DETAILS C701 DETAILS C702 HCSO DETAILS C703 SPECIFICATIONS VICINITY MAP Scale: NTS C9 \ST4-. NO* 910326 STATE OF 4D ///110NAL - 1. . I ),[7117 X. ...... X . . . . . . ........ X .............. ......... ... ............. .. ............ ............. .......... . ....... . .......... X ........................ ..... ...... ...... ...................... .. ....... ....... ..... ........ ....... ........... . ............. .......... ..... ...... .... . ... .. ........... .... ...... ....................... .. ................................ ........... . ..... .... .. ....... .......... ............ X ... .............. .. ........................ .. .. ........... .............. . ................. ........... ................ ..... ... ......... ........................ .. ......... ...... ....... ...... *.",'. ............ .. .... . ..... .......... ... .......... ... . .. . .. . ............ .............. :-, . .......... ............. ... ...... . . . . . . . . .......... ................. ................. ......... ............... . ....... ....... .......... ............. ............... ................ ........... . ............................... ........... .. ............ ......... ... ... ....... . .... xx ............... ...... ...... . ............. ....... ... ... ...... — ............. . .. . .......................... ......... A": ................... . ..... ......... ......... ..... ...... ..... . ...... . ... .. ... ..... .... ............ ... ... .. ................ ...... ....................... ..... . ..... ...... ....... ... ........ .... ..... ... ... ....... ............ .... . ....... .. .... .. . . .. .... .. . ........ ....... ......... ...... ....... .... ... ............... ....... > ............... ................. ............. — ............... ..... ....... ... .......... ......... . ............... ............. . ........................ ..... ...... ................ — ... ...... .. ........ ...... .......... ........ ...... ....... ..... ...... .......... ....... ..... ... .... I . . . ... : '-* : :,- ::,. : : : : : : , - X. . ....... ............... X .......... ... -X X.: ........ I X ...... ..................... ......... .. ....... ................. ............. ............. ........................ ...... ................. .......... ......... ........... .................. ........................ .... ...... ......... ..... ... ........ Z. .... ... .... ............. .. ............ ............ ............... ......... ........ ....... ..... ............. ..... . ...... .......... .......... ......... ..... X .................... ....... ............ ............... x .......... ... .......... ............... ....... .. .......... . '*X ......... ...... ...... ..... .. ..... .......... . ....... .............. ...... .. . ..... .. ..... .... .... ..... ... ..... . ........... ............. ............ . .... ...... X ....... :::X ..... x .................... ............. X.:4............. ....... ........ . . .... 'q .. ........ ....... R nv/" J". -X'X. -X ... ......... . X ......... X Q ..... ....... x -X' %: :"5k X .............. ............... .......... ........... - .......... ... ... ..... ... ... . — .... ..... ............ ...... .................... ...... .... ....... ...... ... ... ........................... ....... .............. al..................... .*.*.,.,.,.7.,.".,.,.,.,.,.,.*,""., , , .................... ................... ....... . .......... ........ .. .. .. ........... ........ .......... ...... :.0 ........ ----------- -- .. ......... N.: 'x Z . ........ .. -2. ... . ........ X R.:- .......... ........... . ........ X X: ......... . ........... .. .. ....... ............ . ......... x % . ....... g .............. ...... ............ M ..... .. . ..... ... . ............... x .... ... ... ...... ............ ............... . ":L ' ' . . . . . " � .�: X .......... . . . .. . .......... I ........ . X, .......... 7 . ........ . ........... ................ MEWRIM M .............. ............ C ...... WE T. TAI....%T ................... ........... .. ........ ................. ............. .... ........................................... ........................... .............. ........ ................ . . ............................ ... ...... ................ .............................. .. ..... M. ...................... .... .. ................. .. .......... ..... ....... ..... X "le x .... ................. ... .... ............ ....... ....... ....... . ........... ................. .... ........ ....... ... ......... ...... ............. .... ...... "111 ' �:� ........... ..... .......... ...... .... .... . . .......... . . .................. ........ ..... e......... ....... 001 ..X ......... ........ ............. ..... . . ....... ....... ... ................. .. ............... ............... .......... ... .......... ............ ..... ............. --x ... . ....... ....... ....... ...... .......... . ..... X ... .. .............. ....... 7X ............ .. . .................. .............. ............ .............. X ................. .............. ............ ..... ...... ... AERIAL MAP :Sc a f e: N T'S r �'(X 'n LOCATION MAP City of Carmel, Hamilton ounty, Indiana SOILS MAP Scale: NTS Nei SHEET INDEX C100 TITLE SHEET C101 EXISTING CONDITIONS I C200 DEVELOPMENT PLAN C300 SANITARY SEWER P+P C400 STORM SEWER P+P C500 EROSION CONTROL PLAN C501 EROSION CONTROL DETAILS I C502 EROSION CONTROL SPECIFICATIONS C700 SANITARY DETAILS C701 DETAILS C702 HCSO DETAILS C703 SPECIFICATIONS VICINITY MAP Scale: NTS C9 \ST4-. NO* 910326 STATE OF 4D ///110NAL - 1. . I ),[7117 11PI GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 CO N0. 910326 STATE OF F X . LEGEND O — REBAR FOUND Range Three (3) East, Hamilton County, Indiana, being — Utility Pole Q — IRON PIN FD. 3 East, thence North 00 degrees 08 minutes 27 — Conc. Corner Post Fd. Q — RAILROAD SPIKE FD. <j> — Fence Post Fd. E3 — 4 "x4" R/W MARKER FD. East 355.91 feet, thence South 00 degrees 07 minutes 21 seconds West 290.31 feet, thence South 89 degrees 08 minutes 26 seconds ® —Cable Box Fd. (D) —DEED DIMENSION ® — Telephone Pedestal Fd. (M) — MEASURED DIMENSION � — Telephone Marker Fd. — INDICATES 1/4 SECTION — Overhead Utilit L& ines, including ELEC, ELE? off CORNER CATV T — Telephone Line Fd. — EXISTING CONTOURS o — Existing Tree 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 "DON'T D 10 F�)L I ND" „IT -s THE LAW„ INDIANA 1JNPER&ROUN1? PROTECTION SERVICE, INC. 6 a I I I —ff;)00— X52 -51344 Z Work i ng bays �efore You Dig. 1-3/4" HOT TAP WITH VALVE 2 HOT TAP WITH VALVE 1 -3/4" HOT TAP WITH VALVE :7 W EX. STORM INLET TC.= 898.53 C;R4PHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 EX. SAN. MH. #731 TC.= 898.45 INV. IN= 886.29 NW) INV. IN= 886.39 S INV. OUT= 886.26 E) EX. STORM INLET TC.= 895.50 INV.= 891.73 W -12" INV.= 891.63 N -18" N O O N O ., �O wl LLJ O �O F-- I CD 0 M U� Q N z a� U o �W O MO r4-) z LLJ U ry ```�iirirrrrrr p,N C '''� , ' , �� •� ST• 4 Q` '•C, EiQ•' NO. 910326 STATE OF F ''4NAL Le, I SAN ST B.S.L. 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 Sanitary Sewer With Manhole and 6" Lateral Storm Sewer with Inlet Building Setback Line _ - U. &S. E. -- - - - - -- -. -. Utility and Sanitary Sewer Easement M FFE Minimum Finish Floor Elevation 000 90.50 FL Swale with SSD and Elevations W Water Line 0 Monument set R.D.E. Regulated Drainage Easment No. Date Revision 0 10/01/07 REV. SAN. & LANDSCAPE iwivu I - 4 oi j - I I im m, i I 0j) L(", = ri4 ]ENS- 7Cl\TE7EIR,7[I\TTC� 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485 -0000 GENERAL SITE NOTES 2. 3 4 5 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. Le 20. 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. "doN'r F110 ) „iT -s TfiE LAVV jj INDIANA UNPERG�RQJW PROTECTION SERVICE, INC. Cl I ?�()(;- >?�Z- ,� :11I4 Z V\1 ork i ng Pays before You Pica. 1 11 F t_' +I t4�7 �•J I�� �.� ' _:' 11'1 1t'7� l� 1 -3/4' HOT TAP WITH 2' HOT TAP WITH 1 -3/4' HOT TAP WITH PP MIN z v 0 EX. SAN. MH. #731 TC.= 898.45 INV. IN= 886.29(NW) INV. IN= 886.39(S INV. OUT= 886.26 E) JOE DALE O 1397 KINGSGATE DRIVE KINGSBOUROUGH, LOT #90 PARCEL NO. 17- 09- 22 -00 -1 - 005.000 WENJIE & JIAN CHEN ZHENG 1395 KINGSGATE DRIVE 00 / KINGSBOUROUGH, LOT #89 COMMON AREA � PARCEL N0. 17- 09- 22- 00 -14- 004.000 KINGSBOUROUGH COMMUNITY ASSOCIATION PARCEL NO. 17- 09- 22- 00 -14- 020.000 Q/ Q EX. STORM INLET -�-` co TC.= 896.27 INV.= 893.15 - - - - -, X. STR #101 - NEW STORM N EX. STORM INLET ..... - - - - - Nu -$� s20 _1712 RC 0 ; ------- - - -- T 50 (R Sf TC. = ??? ?? 0 ----- - - - - -- _ - - V. EX. 12 RCP D - - - -r_ i INV. -892.5 S -12" RCP 9'06 5" - „4 89�' . "ti 5.91' 1 6r� �,� .898.5 Fl /�I` 17 5 9 5; m EX. STORM INLET -40, ' 10' U CAP 1\\ r�� ��II'1�` 898.0 TOP -BERM" TC.= 895.50 'B10- LE o00 000 INV.= 891.73 W -12" °°°_ °°° °°� - --- - -- ------------ ^ - - -- INV.= 891.63 (N -18„ PIPE -- - - - - -- - 900.25, FL ° CD A11:11) PIP 00 RO CTURE p _01! A w ( 7. o_ Z W 6 . I ICE) Z i - >- 2. CP) CD cif ►- 895.5 I w =� CD 21 ° �- Z 9 _ LOT 3 . m o �- WYE & LAT SAN. 0 N (- N o 219780 S.F. STA. 2 +71 LAT. w , R NA E, U LI , . F U ° `r 0.54 AC. MH #731 A N AN S AP M z � J `��, C. =899 50 j� �'�, - t j I - BACKFLOW VALVE NV. =88 .51(NE) p 97.50 o I & CAP LINE ��1, ;� p) 185 OF 1 -3/4 PE PIPE 20' DRAINAGE & '5X 15' z - UTILITY ESMT BORE PIT 1 ' - 900.25 FL - 898.21 -- VT ;L W 18Q00' 9 � = �- o00 - BIO_SW ALE _ N am y� W , 140.02' I� =s L -' _ .� 3 8:oa �N89*06'2-5-,E -- - -_. -. 0. -- - - - - - -- - - -- 1 - �. ,1 I 20 DRAINAGE & UTILITY ESMT w � FL 898.59 I i 1 w o 340' OF 2' PE PIPE ' `- BACKFCOP_VALVE-& -CAP LINE I ' 0�O 215' OF 1 -3/4w PE PIPE WYE & LAT i m V STA. 2 +90 ►� BADaOW VALVE & CAP LINE E & LAT I 1 - W S A. 2 +79 w Z 01 OO I 1 i Q a Z O j4 za N Jw I I I W I o C 1 C)) I O -- - 899.38 ' (D - - - -- � - Q' O LOT 2 1 - r7 Z moo- 329663.66 S.F. i LOT 1 898.70 F N 0.75 AC. L i i - 1 _ 2 9 92 S.F. I QO } W cn I o I w % 0.54 AC. cn' I Of . (D H W W w J Z � o 00 W `n H j� W F- N 00 0 1 ----------------------------- -------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ------------------ ------------------------------ ----- - - - - -- ---------------------------- r- W 910 t------------------------------------------ - - - - -- --------------------------------------- - - - - -- --------------------------------------- - - - - -- ---- - - - - -- -- ------------------------- - - - - -- --------------- - - - - -- ...------- - - - - -. ........... rn , Q O D NO �0 Q W 0 - ----------------------------- - - - - -- ----------------------------------------- - - - - -- ------------------------------------- --- - - - -- ------------------------------------------------- --------------------------------- - - - - -- ---- - - - - -- --- - - - - -- ------ - - - - -- - -- U C/) z_ w EXISTING GRADE U 9 00 --- - - - - -- ----- - - - - -- ------------- - - - - -- --------------------------------------- - - - - ------------- ------------------------------------------------=----------------------- EX. 12" :STORM 0 © INV. = 892.57 0 :••®m DA TUM E'LE'V 885.00 LC 6 0C APPROX. LOCATION OF EX. WATER LINE ----- - - - - -- -- ------------------ -------------------------------------------------- ------------------------------------------------->------------------------------------------------ ---- - - - - -- - - - -- 312' 6: f DireCi tonal Drill with Yello 8 SpR -21 @ mine Certa --Lok 1.00/c7 0 (D co (6 6 C0 0-) O 00 0-) 00 "t 0 � 00 00 r` O� Cn Cn Cn O� Cn Cn co 00 00 00 00 co co 0+00 1 +00 2 +00 3 +00 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 GUARANTEED. 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 ONL_Y. 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 THr 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 REROUNDED 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. ALL EXTENSIONS SHALL BE INSTALLED AT MINIMUM GRADES. Construction Notes: 1. For Granular Backfill locations, see Plan & Profile Sheets. 2. Storm sewer outfoll pipes into ponds to have rip -rap protection. See the Erosion Control Plan for details and locations. 3. Where storm sewer crosses mounding, lower the mounding to be a maximum of six feet (6'), maintain on opening of ten feet (10') wide. 4. Decorative signs, sprinkler systems, trees, landscaping mounds, light poles, gates or other such ameneties are not permittedin 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 costing 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. t et end N N ro cp ---� SAN (6 6 C0 00 00 00 00 00 - ST Ln "t 0 � B.S.L. co cv > > > U. &S.E. K FFE `\ %illrlrIrii N0. 910326 +° STATE OF / P 4$ F DI N /ANAL V ���rrrrlll�►��` Sanitary Sewer With Manhole and 6" Lateral Storm Sewer with Inlet Building Setback Line Utility and Sanitary Sewer Easement Minimum Finish Floor Elevation 000 910.50 FL Swale with SSD and Elevations W Water Line 0 Monument set R. U. E. Regulated Drainage Easment 11 7117 i EX. STORM INLET TC. = 89 8.53 EX. STORM INLET 30 TC.= 895.50 INV.= 891.73 W -12" INV.= 891.63 N -18" ERA, �� . _ NO@ 910326 STATE OF F �0NAL �- GRAPHIC SCALE 15 .30 60 ( IN FEET ) 1 inch = 30 f t. ON CY 900 PROPOSED GRADE Co N CD � co II oil F- Ln , .z o co wry .ww U>> F- z z ,,— EXISTING GRADE 44.44 of 12„ © 1.00Y RCP -- 890 DA TUM ELE V 885.00 co M co 0 +00 SCALE: HORZ: 1" = 50' VERT: 1 " = 5' Legend g,N Sanitary Sewer With Manhole and 6" Lateral o Storm Sewer with Inlet B.S.L. Building Setback Line ............ U . &S. E. ,L cv Minimum Finish Floor Elevation O O 910.50 FL Swale with SSD and Elevations N O. Water Line W LEI O W �O Coo Fn � I Qcn N 3: �— I �- >- cf ° N JW o M0 �z U� w ; U n ERA, �� . _ NO@ 910326 STATE OF F �0NAL �- GRAPHIC SCALE 15 .30 60 ( IN FEET ) 1 inch = 30 f t. ON CY 900 PROPOSED GRADE Co N CD � co II oil F- Ln , .z o co wry .ww U>> F- z z ,,— EXISTING GRADE 44.44 of 12„ © 1.00Y RCP -- 890 DA TUM ELE V 885.00 co M co 0 +00 SCALE: HORZ: 1" = 50' VERT: 1 " = 5' Legend g,N 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 FFE Minimum Finish Floor Elevation 000 910.50 FL Swale with SSD and Elevations Water Line W 0 Monument set R.D.E. Regulated Drainage Easment F• I _� [ f �I • [ [ .11 I�_ I i f I _' J +� , i•� ►� ' _ I'��1 ,17� 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 INSTALLED AS SOON H A BE S LLED N TR LL EROSION 0 N CO OL DEVICES S 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. 9. 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. �mj * = 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; T N STRAW MULCH ACRE OR ADD ANNUAL RYEGRASS 20 LBS ACRE PLUS 2 0 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. g = 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 _ _ R. - FERTILIZER. R EQUIVALENT, FE L ZE ANALYSIS, I 0 E LE 1 1 12 LSS Q . A R OF 2 2 4 6 0 LBS C E 00 0 / E = ANNUAL RYEGRASS 40 LBS /ACRE (1 LB /1000 SQ. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY - - - FERTILIZER. V T I R UI ALEN 1 ANALYSIS, S 0 E F 1 12 2 L Q .ACRE 0 2 , 4 600 LBS , 00 / F = SOD G =STRAW MULCH 2 TONS/ACRE TI T 0 SEASONAL I PR N CHART STABILIZATION PRACTICE JAN . FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING WEEKLY, AFTER STORM EVENTS AND AS NEEDED A ....................................... TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING liar- * AFTER ROUGH GRADING /I� WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES _ _ AFTER FINISH GRADING INLET PROTECTION ............................... AFTER EACH INLET IS PLACED . WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS DORMANT SEEDING B N REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE g AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 10 SEED OVER MULCH WHEN SOIL TEMP TEMPORARY IN SEEDING G C_ IS BELOW 50 °. INCREASE SEEDING WHITE OR LADINO CLOVER 1-2 D * RYE, WHEAT OR OATS N BU /AC SODDING ** * MULCHING G 7 �mj * = 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 NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED, SOD &LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS 10 IS BELOW 50 °, APPLY SEED & REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED R MAINTENANCE REQUIREMENTS EROSION CONTROL MEASURES SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT SILT FENCE AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS OR BECOMES INEFFECTIVE, REPLACE THE AFFECTED AREA IMMEDIATELY. 3. REMOVE SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL FENCE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAP AFTER EACH STORM EVENT. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. IF NECESSARY. R C SS AN SEED E E 4 INSPECT VEGETATION, D RE 5. PROMPTLY REPLACE ANY DISPLACED RIPRAP. 6. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AN STABILIZE. AREA T RA D S BLZE A O GRADE, BRING THE E AN SEDIMENT, B G E D , EROSION CONTROL BLANKET MAINTENANCE REQUIREMENTS 1. INSPECT EROSION CONTROL BLANKET PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF ANY AREA SHOWS EROSION, ADD SOIL AND RE -SEED THE AREA, RE -LAY AND STAPLE THE BLANKET. 3- AFTER VEGETATIVE COVER IS ESTABLISHED, CHECK THE AREA PERIODICALLY. IPORARY CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS INSPECT ENTRANCE WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. RESHAPE ENTRANCE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. ADD CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. T V0V1\TT) AREAS TO BE SEEDED & BLANKETED OR HYDRO SEEDED x! ,, AREAS TO BE LANDSCAPED � SEEDED W/ PERMANENT SEED O O GRAVEL ENTRANCE PERMANENT SEEDING OF EROSION CONTROL BLANKET SF SILT FENCE DITCH (CL) INLET SEDIMENT PROTECTION °—° (SEE DETAIL) STRAW BALE DAM � (SEE DETAIL) '�� ... B NO . 910326 ;° STATE OF 0, /oNAL EROSION CONTROL LAYOUT- NOTE: DRAWING IS FOR EROSION CON" SCALE 1 " = 40' TOPSOIL BACKFILL -- 6" MAX. ##5 WASHED GRAVEL (INDOT STD. SPECS) OR APPROVED EOLIV, 6" MIN. PERFORATED SUBSURFACE TILE 2" TO 3" AGGREGAT 6° Mid GLV I Ln 111_L I /'1UI \I\_. 1 V 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 50 °, 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 11000 LB 12 -12 -12 /ACRE MULCH WITH 1 112 TO 2 TONS STRAW PER ACRE NTS 3 1' MIN. 3 - ENDS OF BLANKET TO BE `; .; TURNED DOWN AND BURIED SWALE CHANNEL TO BE LINED WITH AN 6' FLAT �) S150 EROSION CONTROL BLANKET BY NORTH AMERICAN GREEN OR APPROVED EQUAL SHAPED BOTTOM OR 4" OF ##8 WASHED GRAVEL BENEATH TILE TYPICAL SWALE DETAIL SCALE: NONE �n' i n' Tn L) \-/ I I `)IVI L_tI`IL_ `J TEMPORARY SUMP DI ANI 20' TEMPORARY SWALE GRADE FLOW � TEMPORARY SUMP GRADE NOTE: cE_ (--'\TlnNI 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 SET POSTS AND POS EXCAVATE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. TRENCH \ 4 X4" FI L FA 3 ATTACH THE FILTER FABRIC TER TO THE WIRE BRIO FENCING AND EXTEND IT INTO THE TRENCH I WIRE _- FENCING 2 STAPLE THE WIRE MESH FFN('ING TO POST IJI� 4BACKFILL THE FILTER -�_ TRENCH AND FABRIC COMPACT THE EXCAVATED SOIL. _ ___ ELEVATION SILT FENCE I;'T V 4' 1 i I 1 12-01 L I e`r J A G d 1" d 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 sewerand 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 31 - 71- 631 .0 10 NOS 910326 STATE OF D �N /�S;ONM, GRADE PLAN REVIEW AND AMENDMENTS: 2 7. This Plan shall be reviewed and/or amended, if necessary whenever there is a change in the corporate boundary, construction, operation, or maintenance which materially affects the site's potential for the discharge of r aulated material. 20 FOOT ,MINIMUM, I I PUBLIC ROAD DIVERSION RIDGE 00 prevention of spills of petroleum materials. I hey 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 PLACE EROSION CONTROL PAVEMENT PREVENT PIPING. FABRIC OVER THE CASTING INLET SAND BAGS -FLOW t 0- T 7. FILL GEOTEXTILE BAGS APPROXIMATELY HALF FULL WITH 2 TO 3 INCH STONE OR GRAVEL. 2. OVERLAP BAGS AROUND INLET AND EXTEND A MIN- IMUM OF 3 FEET A WAY FROM CA STING. J. FOR ADDITIONAL LAYERS, OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE-BAG CAP 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. SET UP SAFETYITRAMC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAOSING POSSIBLE INJURY. 6. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. INLET PROTECTION DETAIL TOP VIE W SAND BAGS CONTRACTOR SHALL SURROUND ALL EXISTING DRAINAGE STRUCTURES W1 SAND BAGS. THESE SILT CONTROL DEWCES WILL BE MAINTAWlYn BY 114F 0-nNTPACTOR LtVTLI ENGINEER AUTHORIZES REMOVAL. WHERE STRUCTURES ARE PLACED IN PAVED SURFACE AREAS, EROSION CONTROL MEASURES CAN BE REMOVED WHEN PAWNG IS STARTED IN THE AFFECTED AREA. NOT TO SCALE 11.5- 3' 11.5- X X X X X I STAPLE PER SQ. Y0. 1 112 STAPLE PER SQ. YO GENERAL STAPLE RECOMMENDATIONS 300 275 250 225 SLOPE 200 LENGTH 175 FEET 150 125 100 75 50 25 2 STAPLE PER SQ. YO. GEOTEXTILE FABRIC TO STABLILIZE FOUNDATION PUBLIC ROAD PREDICTION OF POTENTIAL SPILLS: (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) 1 Nearest Navigable Water: White River B 2. Drainage System REQUIREMENTS All storm drainage leaves the office site by open ditches and MATERIAL: 2-3 IN. WASHED STONE (INDOT CA NO.2) OVER A STABLE FOUNDATION. closed storm systems to the north and into the legal drain along the 30 lbs./hn. in. South side of 141 st St., into a detention pond, and ultimately into C Henley Creek, Williams Creek and White Creek. THICKNESS: 6 IN. MINIMUM 3. Possible Spill Source: B 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 A 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. A 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. 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADS. Use secondary containment for these items. 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 TOWARDS THE ROAD EXCEEDS 2%, CONSTRUCT A 6-8 IN.-HIGH WATER BAR (RIDGE) WITH 3:1 b) Notify the owner of the land. (317) 819-2109 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 FT. FROM THE ENTRANCE TO DIVERT RUNOFF AWAY c) Notify the Hamilton County Emergency Management Agency FROM THE ROAD. at (317) 770-3381 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 6. PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION CONTROL PLAN, LEAVING THE SURFACE telephone number: SMOOTH AND SLOPED FOR DRAINAGE. Office: 317-233-7745 ...... 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: MAINTENANCE Time of observation of the spill Location of the spill INSPECT ENTRANCE DRIVE AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM Identity of material spilled EVENTS OR HEAVY USE. Probable source of the spill * RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. Probable time of the spill * TOPDRESS WITH CLEAN STONE AS NEEDED. Volume of the spill and duration 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-01EIR on procedures and reports involved PAD TOO SHORT FOR HEAVY CONSTRUCTION TRAFFIC--EXTEND THE PAD BEYOND THE 50-FT. LENGTH AS with the event NEEDED. PAD NOT FLARED SUFFICIENTLY AT ROAD ENTRANCE- -RESULTS IN MUD BEING TRACKED ONTO THE ROAD CLEAN-UP PARAMETERS: AND POSSIBLE DAMAGE TO THE ROAD EDGE: WIDEN STONE ENTRANCE AND REPAIR ROAD DAMAGE. 1. The Emergency Coordinator shall be continually kept informed by his UNSTABLE FOUNDATION--USE GEOTEXTILE FABRIC UNDER TH PAD AND/OR IMPROVE FOUNDATION DRAINAGE. staff and maintain lists of qualified contractors and available Voc-trucks, tank pumpers and other equipment readily accessible for cleanup operations. In addition, a continually updated list of available TEMPORARY his disposal. .. ................ absorbent materials and cleanup supplies on site will be at for CONSTRUCTION ENTRANCE 2. All maintenance personnel will be made aware of techniques prevention of spills of petroleum materials. I hey 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 PLACE EROSION CONTROL PAVEMENT PREVENT PIPING. FABRIC OVER THE CASTING INLET SAND BAGS -FLOW t 0- T 7. FILL GEOTEXTILE BAGS APPROXIMATELY HALF FULL WITH 2 TO 3 INCH STONE OR GRAVEL. 2. OVERLAP BAGS AROUND INLET AND EXTEND A MIN- IMUM OF 3 FEET A WAY FROM CA STING. J. FOR ADDITIONAL LAYERS, OVERLAP BAGS WITH THE ROW BENEATH, AND LEAVE A ONE-BAG CAP 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. SET UP SAFETYITRAMC BARRIERS TO KEEP VEHICLES FROM HITTING BAGS, CAOSING POSSIBLE INJURY. 6. INSPECT AND REPAIR AS NEEDED, AND REMOVE ANY ACCUMULATED SEDIMENTS AFTER EVERY STORM. INLET PROTECTION DETAIL TOP VIE W SAND BAGS CONTRACTOR SHALL SURROUND ALL EXISTING DRAINAGE STRUCTURES W1 SAND BAGS. THESE SILT CONTROL DEWCES WILL BE MAINTAWlYn BY 114F 0-nNTPACTOR LtVTLI ENGINEER AUTHORIZES REMOVAL. WHERE STRUCTURES ARE PLACED IN PAVED SURFACE AREAS, EROSION CONTROL MEASURES CAN BE REMOVED WHEN PAWNG IS STARTED IN THE AFFECTED AREA. NOT TO SCALE 11.5- 3' 11.5- X X X X X I STAPLE PER SQ. Y0. 1 112 STAPLE PER SQ. YO GENERAL STAPLE RECOMMENDATIONS 300 275 250 225 SLOPE 200 LENGTH 175 FEET 150 125 100 75 50 25 2 STAPLE PER SQ. YO. -NO TE.-_ 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 AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE OVERLAP TRENCH, BACKFILL AND COMPACT TRENCH AFTER STAPLING. 2. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OF OVERLAP. J. WHEN BLANKETS MUST BE SPLICED DOWN THE SL OPE, PLACE BLANKETS END OVER END (SHINGLE STYL� W1 TH APPROXIMATELY 6 OF OVERLAP. STAPLE THRO CH OVERLAPPED AREA APPROXIMATELY 12" APART. EROSION CONTROL BLANKET DETAIL 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 BACKFILLED. MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS 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 C FILTER EFFICIENCY 75% (MIN) TENSILE STRENGTH AT B 20% (MAX) ELONGATION 50 Ibs./Iin. in. (MIN) STANDARD STRENGTH- 30 lbs./hn. in. FLOWRATE C C C B A A B B -NO TE.-_ 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 AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE OVERLAP TRENCH, BACKFILL AND COMPACT TRENCH AFTER STAPLING. 2. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OF OVERLAP. J. WHEN BLANKETS MUST BE SPLICED DOWN THE SL OPE, PLACE BLANKETS END OVER END (SHINGLE STYL� W1 TH APPROXIMATELY 6 OF OVERLAP. STAPLE THRO CH OVERLAPPED AREA APPROXIMATELY 12" APART. EROSION CONTROL BLANKET DETAIL 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 BACKFILLED. MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS 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./Iin. in. (MIN) STANDARD STRENGTH- 30 lbs./hn. in. FLOWRATE 0.3 qcl./sq. ft./min. (min) 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5 STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEM. 4. STAKES FOR FILTER FENCES SHOULD BE 1"X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5. WIRE FENCES REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42 11 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 SECURELY TO THE 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 1) 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 BACKFILLED 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. P1 t P r i I e FILTER DLETAI�L low ------------- -------- I .............................. ........ - --------- .... ... IF A T ,C, C"ONCRETE WASH OU T DETAIL ............ I ...................... .... ......... 11 ........ ..................... .............................. .................................... ... 11 ........ ........... _., ........ I ...... ......... ... ... .,....,.., ... I .. ....... .................................... ....... .... ...... ..... ..... ..... ....................................................................................... 2 . . .......... TEMPORARY SEDIMENT BASIN DETAIL ............. 11 ............................................. ................................... ...... �7 /* A L I..N..L.E.T P.R.O.TE.C.Ti..O.N. ..S.1.,L.T.,.......FEN CE ....... ......... ........... *"**"* ..... **** ... _,__, I FLOW go -1 I 1E1 I 1E1 U COMPACTED 'E__11 I I 2X2 WOOD STAKE STRAW BALE-L,, GRATE Juojul STORM INLET 0. - - --illh a STRUCTURE 601 NOTE: STRAW BALES TO BE STAKED-2 STAKES PER BALE MIN.-4 BALES PER STRUCTURE W/WIRE SECTION A PLAN IN T SEDIMENT FILTER DET I NTS ---- --------- -------- ................... .. TYPICAL TOP!..�.OIL STOCKPILE ................... ............ �i-* Z, %) ................ ...... ... ER0,SION CONTROL MATIING DETAIL ................................. ............................................... FC)R REAR YARD SWALE ......... IWI C"Ll R 8 INLET SEDIMENT BARRIER Cl.. ... ... ... .. ... .. . ------ -- ---- . . ...................... ................. A L I L T E N E DE , fo I .......... f .. ..... .............. .......... I 1AW ............ SUBSOIL TOPSOIL STOCKPJ STOCKPILE SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN F"U"A A TYPICAL, ONE- OR TWO-FAMILY DWELUNG UNDER CONSTRUCTION INDIMDUAL LOT 030SION CONTROL PLAN LEGEND PRO 'PERTY DROP ----------- .... ........ P-WNAC-E ............ ................... . AG[ . . ......... CD ------------- :1 E%X�T 'PAD F- R 0 ",.I 5 I S -0 R E R 0 I A!1D BU�,*�.Dh,-� t Th ind' by Jidl be, d by I n s iL a o ;,i ond mo-intl�v=.,e c4 Q dii�., fr m 'te to the Ni,�r:ber 2 St one, 6) 0 t 0 t u s a �iny m�d Q S e d to 'to--Iih A 0 15) r P 0 r to forld tit tre front property ct f t e reu on track, -om -ec-h lot be thmuhout the $ ki t oi-ifh oil re o. disp:]�aed Q' JCJ� 'sturbed b-v an 1,�d to or other irkg criterio nf W,:;; i r d t i a%'d N_ i a I o finol st& tin b, t e d f,- n t corjrd Lf Sheet No. C501 . .......... F1 G JR E 5, ......... .......... ...... ...... .......... .......... .......... ... .......... ........ .......... ...... I........... .......... ......... .......... ........... .......... .......... .......... .......... .......... .......... ... ...... 1AW ............ SUBSOIL TOPSOIL STOCKPJ STOCKPILE SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN F"U"A A TYPICAL, ONE- OR TWO-FAMILY DWELUNG UNDER CONSTRUCTION INDIMDUAL LOT 030SION CONTROL PLAN LEGEND PRO 'PERTY DROP ----------- .... ........ P-WNAC-E ............ ................... . AG[ . . ......... CD ------------- :1 E%X�T 'PAD F- R 0 ",.I 5 I S -0 R E R 0 I A!1D BU�,*�.Dh,-� t Th ind' by Jidl be, d by I n s iL a o ;,i ond mo-intl�v=.,e c4 Q dii�., fr m 'te to the Ni,�r:ber 2 St one, 6) 0 t 0 t u s a �iny m�d Q S e d to 'to--Iih A 0 15) r P 0 r to forld tit tre front property ct f t e reu on track, -om -ec-h lot be thmuhout the $ ki t oi-ifh oil re o. disp:]�aed Q' JCJ� 'sturbed b-v an 1,�d to or other irkg criterio nf W,:;; i r d t i a%'d N_ i a I o finol st& tin b, t e d f,- n t corjrd Lf 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 Legal Drain; 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) = 3.10 CFS 10year Post Construction Peak Discharge (Total) = 5.35 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 B 14 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 involves 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. Storaqe. 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. `` ``II%%IIIIIIIII'''' .�� 0 ce B ,�� qo \ STE . , . - - N0. t;0 - 910326 . - . - . - STATE OF 7pO Np I AN P ', 11 F � (� a- . _F �,* \*%,�� 111til NA - No. I Date I Revision I� � I I t , Immi 7F1\TG_ I N IFA _FJ -TE'R., I 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485 -0000 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 minirnum of one (1) time per week Project Norse: Nome of Trained Individual: Is this FvnIiinfinn fnllnwinn n rninfAl Date of Inspection: ync Kill 14 ., ..4.144^ 4L. - r ri _-i_____1. No. 1. - - •. - - ___ %.. ...v .Y... vvVf./�,„V. PROBLEM or CONCERN Is the site information posted at the entrance? 1k1l,.!1V YES NO I N/A 2. Are all necessary permits attained and special provisions being implemented'! 3. Is a construction entrance installed? Is it effective? Is it enou h _4. Public and private streets are c;leon? 5. Are a ro riate ractices installed where stormwater leaves the site? 6. Silt fence is entrenched into the round? 7. Silt fence is upright? > =abric and stakes meet specifications? Fabric is not to tcrn? Terminated to higher round? Property joined at ends? 8. Sediment basins and traps are instolled cecordin to the Ian? The pipe or rockspillway is functioncl? 9. The earthwork for erasion and sediment control practices is properly graded, seeded and /or mulched? 10. Diversions swales and or waterbars are installed to Dlon and protected? 11. I Perimeter ractices have .adequate capacity and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? riot filter fabric under rate 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross- bracin and/or stakes are ade quate and meet specifications? __ - 15. -_ The fabric straw, mulch and/or stone is intact without holes or tears`? ______1 ____ -� 16. Catch basin insert _protection is installed where required? 17. Sediment has been removed from the practice? 18. Swoles and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Tern oELr stabilization of distributed round has been addressed? - - __ - -- 21. Disturbed areas that will lie dormant for 15 da are kanrted to be rotected? 22. All protected dormant oreas meet a minimum 70 coverage, 23. Growing vegetation hos sufficient water and or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressing on corn leted oreas? 26. The soil has been ro perly prepared for seeding? I 27. Hard or soft armoring is installed where natural ve etation will erode? 28. V,ater um in aerations have a protected outlet and discharge water is clear? 29. A desi gated washout is established for concrete trucks? 30. Runoff is not leaving concrete washout area? 31. A dumpster is onsite for trash disposal? 32. Fuel tanks and other toxic materials are safely stored and protected? 33. Smaller construction sites not re uired to file a se arate NOI are complying with the overall Ian? 34. ALL PROBLEMS OR CONCERi~iS NEED TO gE ADDRESSED 1 NTH A CORRECT VE AC11ON Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by. Date: Date: Date: EROSION CONTROL SPECIFICATIONS Date U9/17; 2(1107 FORESTAL ESTATES Job No. Vii - UJ't, CARMEL CLAY TOWNSHIP HAMILTON COUNTY Scale INDIANA Design By Drawn By Checked By Approved By N v N1 _ CCB Sheet No. TJW CCB CCB C502 1`1 '\_-.1 !_� 4' . .1 • 1, ,"'I ,11 I , ' -) � +�'rr'� 1, `� �•J , _' I ��� ,y ", -] i 1 1,_�1 [ � � � :Y: :Y: � , � --- � MANHOLE -_ - CASTING SCHEDULE . I I------- ki A IN / "----------------^ ------- 411__ EE"I� SE LF SE'A LIN G 1 'WA I E R I I 0'H'T 1 - N E E i-NA H I R-1772 � : f �-_ -'R I ---- I A .T. JQ � CM, N --- � . ___� I f ; r` ; 1Q 2Z1P "r I 6T2 Z I ,,,� ---- I : :- "AST;NG SHALL BE EITHER SIELF-SEALNNG OR WATERTIGHT, 1-1 ' I : (SEE PLAN & PROFItE SHEETS FOWCASTIN' TYPE). LIDS 11 : r, SHAL; IBE STAMPED SANITARY SEWER" ANDv H,A%,'E CLOSED � - . P'CKHOLE��, FRAME7 SHALL BE SET ON DOUBLE ROW OF -1/2' �''ENT SEA,L. OR SINGLE ROW 0:1F V* KE:'NT SEAL (SEE . (. Zl_ : IMANHOLF CAST�N�G SCHM-DULE), , i i i I FLEXR16 INTERNAL CKMNEY r, 1 $ ... ; " AWAY SEAL. OR APPROVED EQUA1L--,"`_1--, "'�_.`Sl . ..... PE ",__11 A Nil I S,`i 0 R A D" E ---�, "11<� `�>� BACK PLASTER - , 11 I __,�,, .— . _ *, ._�...__ : - _� PRECAST 1CONCRIETE. ADJUSTM-, RtNr' t A " 1 I V I^' T 1-Z 2.t ,It < '? _"w____________9__ _� I ZE I I __ _______________r_ D:A, DOJBLE ROW OF KENT SEAL �� % W - � - - " - ER SPFCS 11 - - , MANHOLE STEPS P � , /� " 4" MINNVA FLAT S U R F A C', E ., A I/ . , i,i I I .: : : . I Z' INTER,'OR J 10, I N S AND LIFT HOLES � 1� .i. I ..... �� , ., I " 'ED WITH N'N--SH"RtNK .. � ,--- SHALL 8�:' SEAL Q � I I BUTYL. RUBBER WITH - NI ., i,. 11 llm�' ; .'"P : x GR0tJT P� Z �;PECS, / .1 . .. �, � I /. � .... ?1� , I . I .I.- 1.4 , I I--,' " �_,_ I .. �' . 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I dw I)i�,tri�A*i� 1,�4)rs:s�nitattivl_, should a dl��:rq%tlrjcv occur bk:tml��,:I�.. plall ,�* "Iracl,� and �_�NVSI'1),,." :", 111Q, N .,v I n -I I I `I,ofl ,� 1, Ill 1��( �,4 �a Ild I�o.� ��,r :Id %,I I I 1),+ I I 1.,�l 'I I le�,I-1 tt-� C ,�l al--, I ; sh � . I 1-ad 1-� - \ h x ilm 'u", �k IT" I. 1� I I I t , � . . . * I ,.> . I . h.Q 1� . J-11 of 1-td I lusun i � � , . , rm� � ��:�, �< I I I I , t I I K� I 21-ntich ,.*m k�.",J��(_Ill�-,, ;Aru�21u.r�: ad�Iuslnwfll alld I 0-.M�All . 1, M11XI MUM (�,M, Il��tA 0�11,,Jrut_1100. TRACER WRE � .,,,r _'_:, __j_ :::7_ : � :: �:�,� r . PROPERTY, RIGflTOF-'#AY --,,,,.,,.' ... . OR FASEVENT LINE, I r r. . � ". ., "rr I '',', , i __ _: _ %;:_: -::-, I %,E PIECE TEE-WYE I ucupu I I MAIN SEW�R LI,Nc NOTE: ?. ALL VITTINGS SHALL BE" SDR 26. 177 22.5' OR 45* ANGLE MUST BE BETVkEN 15' AND 45', I., - Wv j . I.::.: * PECO, - TO BE PLACED ON UNDISTURBED � 1. . 1. ,:� I ' 1171i, COMPACTION Cf 18 STCNE . .. I F4 Er A i �.. . 4 : V � �, , . , . �,:::: I . . , I .1 �. - [ , .1 IS CRITICAL UNDE JR ALL jOINTS AND ATT.NGS, .._:i , iF PROPER COWPACTION CANNOT BE AC391EVED, : i ... . . 1* � . : . : *. ,-, C�: � THEN PLACE A MINIMUM OY 6' OF 1500 PSI, 28 DAY WMPRESSIVE STRF-NGT,,i CONCRETE . I PLAN yIEW A,R&jN,D T141 NPC TO REAR ON STABLE _ - - 2;-�JNID (PER ENGINEER). PANTED CREEN 2' X 4* WITH " ROD OR T POST (DETECTABLE BY METkI DETECTOR, 3t MOVE t / CRADE) , DEPTH TO LATERAL TO . A MINIMUM OF 8* OF #8 STONE O,vSR I : : BE 9`0^ ON MARKER, � ; : 114'7- C%CRETE CAPPM '?A*C SfJALL S. f : (T�TIICAL ALL LATERALS) ,- I . PLACED PRIOR TO BACKFILLING. � : 12* 1: : RIGHT-OF-WAY I RNISHED GRADE - \,6" � "If, I � ,if, .OR IEA�SEMENT LINE 'TRACER WRE I _T / ,.,/ Tr ,I "o-", "', z ", \ - /"�o_ \ . t ICAL ALI LATERAt_�) / . , " 'o�,< ( . "." -1, \ . 1.", ,,,��-i " % : 212,1V OR 45* . 11 ....", ",,' 11 5� JONNUM - e MAXIMUM .:.. \ / - 5 1 �'. 1, , : , --%" \.. ,.:,\ , ? :. - - - I : .1 . UYT'CAL ALL LATERAI I ,/. :-1: t - - _. _.. --k-It . I S) \ � I , , P , N ��I" - ' . ' . k : ; VNIMUM 4* CONCRETE CAP REWjR6_= ';. . , , , f , . . NOT TO EXC'EED SYO,�* FIRST PIPE 64 . 1, .. � . � � I MINIMUM : - : ,UNT OF WYE� tF A WYE 1S 20' DEEP. L�. __ THEN C( ,'N' CRETE CAP IS REQUIRED AT � / THE 114GINEMS DISCRETION, MINIMUM / CONCRETE STRENGTH OF 35W PSI, 28 * __// DAY COMPRESSIVE STRENTH. NOT . �:.. I- ��;**.�,Iepl �__ CAP Fcq I '' 'ON I ANGLE VUST BE UrKIEN FUTURE CONNECT, . � 15' MD 45*I (TYPICAL ALL LATERALS) - ---..-..--------- - MINIMUM FAL1- 1/8" PER FOOT : __�o MAYNEED TO EE DED)ER FOR (TViCAL ALL LAT`�RALS) LONG FALEING LATERALS OR \__........ — FNISHED GRADES SLOPING AWAY _ * FROM S�_'YkR. KLQUIRM FOR DUCTILE IRC,N T�E, SECTION _.____.____ - NOTE: A-L LATERAL BODDING &iAL11 K ACANIST UNDtSTU,R8,rD ,mt-Noj, , , MORE THAN 20) DEEP LESS THAN 20' DEEP NOTE: DEPTH OF SERMCE LAIERAL SHALL BE MEASURED FROM FIMSHED GRADE TO Pif- TOP OF MAIN SEWT-R U,Nr� PIPE REWREVENPS PEF DEPTH ARE AS FD-LOWS: S-13' = SDR-35 20'-257 = SDR-26 26' OR kGREA'TER = SD.J'-2,3.r CTRWD SERVICE LATERAL DETAIL NOT TO SCALE 8I I , 1-.�,�,�.-I-,,f'ill,�t',�)t:.11,�l-�-111 ,�,,�),�I�illl.-.(i(�.�"I't)l.i."!),,��,,,,,,_,�1#111,it'ill,-'�l-,---�,ti--t'ic4,,,ri,�,.-;�,,�id-l-,�,,-,zll�,.;�� hil".c., plallils �alld or all i I I 1 �4 %. � I 1. . . . I - � , , I , 11�, v,�d "r., a�s S Il -I I 1. , ) I� 111�ld,� v, ith granuh;w I'll'Im-L"I O.--b::.'Irrov� �or Nt,�, N � . I., fn , , 1. , 'IS . S. . . �_ , _P t(-., I 'S-hwh.,�s . 1),_-,"'m ,�ro,\\ScCtW..wj th�i�t,.Ill\:�; I ,,,Jll,�h I1.11"Iff Illdlt,d -, ��t',�o, 53"I,1,mj,_, &:pill) jI'tl3(, , I 1. v ,. 1. I-C �,trjlloclfl . 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I 11 IMMIM1111 1 A ,,;,m.!�:,-' 11,11�.'),%f, ��'.j,� I' cln,, jjj,� ,��,Q I lh�� , t:� - 11 11, , � ,,, [�,,n,mlws, I poll la"�rll colvlpl,v,tio"I tll,� i�oIltl-I1Qf,..,l- kn- U, buildin_ Iv lwm,� %,,-'Il ,�'-,11I,)� , , �, , , � 1 t :;,� 1.1, . . I . " I t I I -�-, n, " I rt� .1 I'k."I I I Ifi.[�� tk�n.,Iuws to Ilu, bul':;,:11'11,'w� cIe;I�:-1',.,,t:t ad, - ttt 1�11'1-jo I jat:enl lo the JX_ ,.-.,' No. Date Revision �::� IB -zA* __ -, E3 C� El R — 1E, 1_\T G- I T\T:E 1E, FR_ I 1,\T C3- 107 S. Meridian St., Ste. 201 , IN 46052 (765) 485-0000 ST: t�4 C � I `!, �_ : j� .; -IAL' 3 D SO 7HA: NOTE: C"I A . Sl k- , E INSTALL- 1) I,� : j 'HFY DO NOT (""ONTACT '11 F LAIIERAIL ! � R� t LATERAL '-"A P. r : f 20" VE'STAL CAS11-NO WITH 12" LlDt __ �--r V. , t- 1 : A U_ TDRED "SEWER CLEANDUT WITH i I : PENIFACONAL BOLI/LOCK 1, !- :0 I / HPE PIPE "' EXTEWr,1-------,__,,,, 6" PVC fl^\ A� P , I _. �_�' I ","," I.:` __ , " t �, ., / - " I 0 " �; - ".` """, MMMUM " " A 8 0 VE S T'�) t,'F ,,,', I i I . " I .��- �,, �,� , - , "", . ' . _ , ,�� 4� �X`tt_ \ .. � - 11 1� I - 71� N"* ' ' " ;� �,_�/7 -, �� " , �771\1�.", �*,� .10 � \\"..."', -\,�-��',\ . ,�:� '.... . X/,-_� , \ ",//\// /11, ". � ,, � _1"'4w4._ , 1/, ,--�'.,<' /.�,��X/ " ,��/ "' /� �� . , . , . , , , , , \ I. I, ,,, 11�/ - 1- "'I I e , 'i . `�� '1� I "' . "' 5 ' 1� 20-0 FRATC0 HDPE METER PIT, 1, "' 7 "I"," 1". 11" I ! � I A ... I ", "I" I _4 ` I I 2 1.13SAT, MIN., ,3' DEEP 04, F"QUAL, '�`, I . ., - I -C , -" F ) "F . Pip'. f 0 B0 I I im o ..�Ncw 'Fop o I �- 1, ! OF METER PIT, CONTRACTOR SHALL : : 11. . NOT ALLOW MEIFER PIT TO CONTACT : �- � ?. F- LATERAL/ 7_E-WYE CONICRET,E- CAP, FLO t ty" � 11 I : MI-1NiI`AU" 1" & MAXIML)M., 4"' �_ CLEARANCE FROM TOP 0F CAP M SCITITOM OF— 'CASIIN(;�; TRACER WIRE - i ,�, k�D, -,,,- FINAL sMADE t �, ��, b II�LLAU'0NCE FROM TOP CF NPE "' — ' 11 - � �,I�, TO, TOP OF �,B STONE` \ t I I'm . (TyP1 ��_ 6" M,UkAo' ; \ , " ". , / ! �_ \ E, '.1 ,�.: 6 IS Ii R 3, 5 P VC PIPE �-`----- (6" X 6" X C) 111-ItlyE /\ I .. . 11. ", I //"/,�--,,,��\/""�//,, .-//""�,,,;�//-,-��x/,�"-,//,-,"\ ,�", /Z ,�"\/>//\-- \ - CLEANOUT TYPE 3 �- ,_Sj �1. :P1 SEYON10 THREE Fp�_.ET 01F BUILDING) CTRWD TYPE 3 CLEANOUT DETAIL // NOTTO SCALE , r7f Sl'..11111. ' 3 , �, , :�' LATER,AL - If L S 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 DISTANCE 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. I \� V �� �, \\s \V � \m� \xk--,-- p4 / -**" ""y / / v, \ ,\ \�jj � \ � \�/\ x , \ � K�� " ,/ / V \ / / /�� \ Vj/ \ \\� � \� / �, x X/ \i \�, �, \ \��<� \\� / \V I - , \ \ \ V \�/ / '),\ / - I / \ �,��' " _� , , , � �� // ,,�, _� / I I -, I ,�' ,- \/ \ / � / " ,�� , V / ,---- � �, I _,� ,�"- - , ,� I 1�1 , // �� I 1, \ , ,,, 1, 1, I I \ \ \ 15 , � I /\ \ \ 11 _�' / \ \ \ \ 41 q � 1 4 A < .6', / I 11 / 4 1 - / 3500 PSI CONCRETE , 4 15 11 \ \ 4 1 q ,5 14 � 4 / X/ \ / I , ./ _I \ \ , , - I �, � / I _� I / ,/ , \ � I I'll � x \ - -- " ",_ I \ �\ / , ,_�:,'�'�-'_��-� / / _�_�_ I � I /// _�__111 � \ Perspective View-earth cut away / / \ / \ \ \ ?/ �x ,/ / , �//, \/ X \, / I CRADLE SHALL BEAR ON \/<\� Ix / /I / / /x \ / UNDISTURBED EARTH / \ �\ , / \\\ , BOTTOM OF TRENCH NOT TO SCALE N % x I , % % I I I I I I , , I , I ,,,%:�O C. 11.1 % C� 49 "I .- 'I 1. \ ........ : ..... 4 'O." 1 4:�: � .:�� ., , .;t;;�� I I, . , .. "6\S7C4�- - - Z2 -, -1 (i ..* ,� .**- ;��_ -- z .. NO. .*. �A '�_ - .: .: :: . - : : : . 910326 . --a, ... : � -;O- *-. STATE OF .-' �� -Z , C> %. *.. - - - , , ;�r% %. I -, " , .. 4 - I e%j * - - 0D I A tx V.-. - \, , �, S..... ... - k _ .1% S/ ...... '1� Ill/ , ,ip \%\II "'I"ONAL \\\\\ I1#)III0\ ? ��a- � 7 SANITARY DETAILS FORESTAL ESTATES CARMEL CLAY TOWNSHP HAMILTON COUNTY INDIANA esign By Drawn By Checked By Approved CCB TJW CCB CCB Date !", / 09/1 71zUu j_0b_N_0__.__________ ------------ 0 7 - 0, � 4 � S_caIe_______ - __ ___ - -- - --- - - N 0, ��f �- _____ Sh_eet__N0_. ____ ----- ------ C 7 01 0 . . .", �1, 1-4-1 `7' 9 �, * I 0 * I I L O�' [ "_1 "_ [ - t'__3 I �)' A cj �d —.,� pq, -1,d .� — -_1 — -� [ - :,e: - .',e: L 0 [ (", 6 , I, X11 �I R.C.P. SIZED AS INDICATED ON PLANS_ #8 CRUSHED STONE OR APPROVED :- EQUAL. CLASS I BEDDING MATERIAL, HAND TAMPED OR WALK INTO PLACE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH REGULAR BACKFILL \\ \X X \ \� X, \j i Cn \Bc \\ \\ \ \ \�\ \\ ; - Of / / - - -- I I I. N 1 � 1 U -- - i , -'i I �I FA MIN. 1.25 Bc + 12" _Li j°- i i i i. _...., i I 1 E '.i \ jj / \/ j / \ /�. /\ : j\ \� �/ /\ /\ . \` �,' .. 1 i=—; I ! ......... ? I� 3iI. \\ \ \\/\ \\; \ \0/ \ \� II..— is IiE - -- MIN. WIDTH 1.25 (0.D.) + 12 B" BORROW WHEN TRENCH \ \ OPENING ENCROACHES WITHIN 5' -0" \ / - - - -- OF AN EXISTING OR PROPOSED I #8 CRUSHED STONE OR EQUAL. STREET OR SIDEWALK. APPROVED CLASS I MATERIAL, HAND TAMPED \// /- / \ \/ BACKFILL MATERIAL OUTSIDE OF \\ \ OR "WALKED" IN OR CLASS II /X// %\ j� // I :- STREET OR SIDEWALK BACKFILL MATERIAL TO 95% STANDARD \x \ Vii, �' \i \j: o LIMITS. APPROVED BACKFILL / x\\ o MATERIAL MAY BE USED UNDER PROCTOR DENSITY j \ \j j \ \, \' \�: PROPOSED SIDEWALKS PROVIDED SIDEWALKS ARE CONSTRUCTED 6 -' x_ �` s a �' MONTHS AFTER BACKFILLING OF o �. >t\ TRENCH. i W Q ! ' .. �' 3 r �'� , s i'�i sue' ,�, ; ^ lJJ m -! 1 �\ a x \ ------ - NOTES: - - , : i- - - -, : - -; _-.- BEDDING AND INITIAL BACKFILL ^T� - ; : :j -- ' i- - SHALL BE INSTALLED IN 6" 1 � I I�I i �; � J ... ... _ M Uj m BALANCED LIFTS PIPE SIZE 8 " -15" 18" AND OVER BEDDING BELOW THE PIPE BARREL O.D. / 4 MIN. = 4" O.D. / 4 MAX. = 8" R.C.P. PIPE TRENCH DETAIL NOT TO SCALE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH WHERE APPLICABLE "B" BORROW (INDOT SPEC.) OR---" EQUIVALENT GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY • Bc INDICATES OUTSIDE DIAMETER. • A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. Bc DEPTH OF BEDDING NOTES: MATERIAL BELOW PIPE LEGEND D d MIN. ALL BEDDING &INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO Bc = OUTSIDE DIAMETER 27 & SMALLER 3 " 12" BALANCED LIFTS. D = INSIDE DIAMETER S 2. A MIN. 9" CLEARANCE SHALL BE d DEPTH OF BEDDING MATERIAL BELOW PIPE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PIPE BEDDING / z NOT TO SCALE CATCH BASIN CASTING DETAIL NOT TO SCALE R- 1642-A Manhole Frame, Solid Lid INLET HOOD DETAIL NOT TO SCALE SANITARY STORM S WER CASTING NOT TO SCALE TYP. STREET CROSS SECTION / 3 NOT TO SCALE 10 NEENAH' ..STE. N0. 910326 _= STATE OF DI) . GN A... cn (1_) Q ALL SIDEPATH AND SIDEWALK CROSSING SHALL BE RAMPED, MEETING ADA REQUIREMENTS. ALL CONSTRUCTED PATHS WILL MATCH EXISTING PATHS AND OR WALKS. - , -R /W Line , , ....� . ............ -- ----------- - - - - -- --- ....M!N. 3 MARX. . f 3" < HMA SURFACE, TYPE A, 9.5 aim PREPARED SUBC -BADE COMPACTED -' _ _ T 9 MOD <F(D PROCTER 5"' COMPACI�D STONE BASE, NO. '53 fV1U T1 - USE PATH - ASPHALT 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 O.D. / 4 MIN. = 6" GRADE.. BE FREE FROM SOLID BITUM. OBJECTS GREATER THAN 440 4" IN CIRCUMFERENCE. BITUM. BASE #5D EARTH -- r 12" SUBSTITUTE #53 STONE IN LIEU OF EARTH WHEN WITHIN FIVE FEET OR UNDER PAVEMENT. t STONE TO BE VIBRATORY -:-- COMPACTED IN 8" LIFTRS - TO OBTAIN 95% STANDARD PROCTOR. UNDERCUT AND USE 6" OF #4 STONE IF WET GROUND CONDITIONS ARE ENCOUNTERED. STORM PIPE DETAIL NOT TO SCALE . NEENAH R -4342 #4 BARS mi N DIA. J TFLO W NEENAH R -3700 HOODED DITCH INLET NOT TO SCALE * 42 Min. Notes: 1. Demensions shown in conformance with Indiana Dept. of Transportation (INDOT) Specifications. 2. Poured benchwall and pipe connection vary with box type specified. 3. Height demensions may vary as required by site conditions. * Dimensions vary according to required pipe sizes and casting specifications. DETAIL 8 "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 / \ \. i i\ MIN. WIDTH 1.25 (O.D.) #8 CRUSHED STONE OR #8 I ' FRACTURED FACE AGGREGATE, HAND '.r r1 -F Cz % \cl / \cr. �• \cl _/ \cj r1 \T �• TAMPED OR WALKED INTO PLACE #8 CRUSHED STONE OR #8 " f ' f / {,.' { •��w Y / FRACTURED U R ED FA C E AGGREGATE, t - BELL HOLE EXCAVATED \'`' r '� o r ? `� ♦ V i f: . LLj J � O CC) mm wm CO m PIPE SIZE 8" -15" 18" AND OVER BEDDING BELOW THE PIPE BARREL O.D. / 4 MIN. = 6" O.D. / 4 MAX. = 8" avc & HoPE PIPE FLEXIBLE PIPE TRENCH DETAIL rl NOT TO SCALE .. ... :., M S OP • _ .I. TOPSOIL BACKFILL ===' ;! #8 WASHED GRAVEL ,1 (INDOT SPECS) OR �'..k r r K ._• vt APPROVED EQUAL. 6" PERFORATED SUBSURFACE TILE SHAPED BOTTOM OR 4" Z OF #8 WASHED GRAVEL 4" MIN. � BENEATH TILE SWALE UNDERDRAIN DETAIL >> NOT TO SCALE 10 GRADE (NEW OR EXISTING) r. , REPLACE TOP 6" w/ TOPSOIL z N 110 LBS /SYD BITUM. SURFACE #11 330 LBS /SYD BITUM. BINDER #8 440 LBS /SYD BITUM. BASE #5D COMPACTED AGGREGATE #53 (2 LIFTS) ✓ \ `r J % , ` r >~ ,�.. � �!._ � � r s` \ • -rte � r r \ � � ` s, ............ I . L 1 J L , i { I ......... ; COMPACTED SUBGRADE W/ LIME STABILIZATION RIGHT -OF -WAY ASPHALT 10 1 1/2" = 1' -011 110 LBS / SYD. BITUMINOUS SURFACE #11 330 LBS / SYD. BITUMINOUS BINDER #9 COMPACTED AGGREGATE #53 (2 LIFTS) cv CD ,I i :. , 1 , , ' kk , COMPACTED SUBGRADE W/ LIME STABILIZATION ASPHALT SECTION 9 NOT TO SCALE 10 No. Date Revision DETAILS Date B A D G R 09/17/2007 G- TE N G I N�� IR, I N FORESTAL ESTATES J °b "° - - 07 07 -0 �4 107 S. Meridian St., Ste. 201 CARMEL CLAY TOWNSHIP HAMILTON COUNTY Scale INDIANA N ON r- Lebanon, IN 46052 Design By Drawn By Checked By Approved By _ (765) 485 -0000 CCB TJW CCB CCB Sheet No. C70 1 .I Y'f ,9tf• F 0' 4 L LI_•fl F 7—' �J 4 — f_'I F I �� 1•��•� '_' �'i ±','f �J l:f F �•J �_' 4 :y: :Y: _ -.., .S..S .3.' 7 rl :3, ,t. �),..5.' '3 k..r 0 -: try i_<y ,i, LV E '`. .t. k. !' { 1 " , fi 't. \' > C :' ;;'t- ::3 J f - s. %/ � �� _. s >: �_ f ,. .... . • i i j f't ! , i ;7 f ?v is � ?1?aN tI , v Y'f X3 1�� f 7, ! r; rz " 'v t, . ..�, 3 ! 1 ui `> t t �'' ' `"` , -1 k.",\ 'M . ..... . ....... .-- .,.--, ..J y,..- ., C,4 ' 11 ;' ; , e f i -•c \\ .........� !(i \ % � -- -- ' r . ` , > L �� "•� ,•"'"� E r , f. ; � I— r-„ .-. I, _") r :3- ' ;>: ,. 3 ,C lw 3RD g - `, - £, _ f I \ E' ,...�. I....... ,�; '� , 1` J ......... .....- ..,.,. 7 . • 1✓ ........... ti;.------�; . I.:t3s r. , \ I. 3 w C "�€�� €€:.S %:• €. :i• <,€:. €� =v:v'3 ,�, 5`i ,i Y,f�'' ��!i:. L�i ';i£.. %'i�" �,E f� . Vj F:,''�...,:;Ii iF�� 1. . .1 f .�F PC I) PC,,; ?; >.: iV:.T l It1£ -Iw' - T.: `,n~ERTY ''^•ii ' A,',I ;,'. 'Piit #`'v'N $-� >,f r'--4-',, L.,..•�,SS 3r-r.S � - f= a,' x ,p r„ ..., ?�, 7 { 0 sY EEN,c1.1�. i 434 fj ? f � ...................... � _.... ..... I Or approved by Ilan-, Il":trtt. C�.£.fl-lLyY lur�tyor'� :.)�TIf;p €l)RAWlN- NOT SCALE) I .............. T i0 3 3� . � Y� L 1 i' L 7- 4" � .� .!"l. s : '1 �_ � x � I~, � I � Z �' ' a 4 , G -004 ..- ..... , , fff .• .................. ... .. - Z11 � COUNTY € k I, i�0K DATE I - T-' - OFFICE OF T.1.iE HAMILTON ,ETON COt�/,i�e`r�' U VEYOR Pavelnent, Area I (DRAWING NOT TO SCALE) " " rz PA IEVE£ l f StCTC4 'v', r TES � #a' JjiN UM OF TOPZL --- _. -- , I i ,\ f,^ t �'/ .G- LII>3T "�U5I2GF ' . .. I . f )AINII,IUii Lw rl SHALL FINAL 8E I# I3 NOTE 3 t;R & BALI €I iLL \ ' €' 1 F3 DItTa w DIAMETER . . f iS -- WE,, ' I %DDIND f MATERIAL .BELOW PIPE HALIN•;"I•€ €NG ` 4 CrEPTH C3F DFDD11 NG MATERIAL IELi2W< . "f i t;;r7, t Pipe 540 Q wN NOTES, �`�` � 60 & SMALLER d 8,c t 65" & LARUR 6* 1.; BEDDING AND HAUN'CHING FOR ALL RCP INSTALLATIONS SMALL 81 13 510NE MEIyIING THE VATERLIL RE"CUiREVENTS OF IHE INDOT, 6EGD:N:$ SHALL BE PLACED IN THEE RENI> BOTTOM Si3CH THAT rtFrLR THE RPE IS INSIALLM TO BADE AND UNE THER;, rREVAIN5 A 4" , :: DEPTH MATERIAL BELOW THE PIPE BARRFT, AN); A MI3YI�ill#>'€ OF 3' DE.LO THE K.LL. FOR PZiPE SZrS 6 -* AND A3�C�ER TIE i.#INw M DEPTH OF MATERIAL Lf:.LOW THE PIPE $AREL SHALL BE 6`, BEGNNG SHALL B£ PLAYED TO 8E UNII"CRM. AS POSSIBLE BUT n fi .,. U 5F-f AI,I. " LOOSELY R€AI;FD €,' CC�MPA TED ► A. RIAL UNDER THE ICDI% TI«E3zD C TIE PIPE PR IN IrO PIACEMTNT OF Rif PiPC. IF TI, N Dc SOILS OF* 7HF TTi`FNCH BOTTOM M ARG SC>r T OR 'r-10 ., _HC `AIL S�IA0. F; uNGERi 3T TO �` P E I�WITH L i'4G ^s H A • .DN V IS'� I" ' ^r f �£� T . THAT %YH ^V 4 4� �i€ 3 E 3 t 41 � ''ZE IT TAM AIiC# €uE A J�iIFCx�I� AND $TAB IC�,Jh>)ATIDtJ ALONG T)�w Ei�ITRE LENGTH C, THE PIPE. HAUNCHILNG AND iNlAIL RACKFILI. SHALL S, COMPACTED IiJ 8* VAX #MUM, LIFT) TO NOT LESS tHA,"4 9D% STAND RG ,Rfy;,(0R DENNIv WR THE ENIRF DEPTH Or THE MATE��'sk P,I,A,CED- THC OA�'I U,'. SHAT L DE BRk UGH T LIP EVENLY ON BOTH SIDES or 'HF' P•'iPf FOR T iF F"ul'L i ENGTH €)r TiIE F?wf+ I�,��, #p CH,'NO SH,'A .L FXTEND TD TH, S�IRN- LUICI» OF TH . PIPE. w� ltMIJW TRENCH MOTH SHALL 6E. T�iF :;,Y:TSDE DIAMETER OF THE PIPE PENS 1$ ". 2. FINAL HACKFILL FOR AILL RCP INSTALI,AT {,: S WHERE •L` IS 5' OR LESS SHALL BE R- GORROW FOR STRT CTUR EACKFiLt MEETING THI ItIA'ERIAL REWREMINTS OF €H£ IN DOT AND $I ±RtI. Ise .'"OMPA€;T;,D IN 6' I,i,AkMV14 LIrTS TO �iOT LESS THAN 95% STA)'�DARD PROCTOR DENSI7Y FOR THE FNTERE DEPT€ OF '''a-€E MATER:k PLACED. THE SAICKFr L FOR T,HF TOP 6' Of THE s~KCAitATION �I L7W TF E START Cf �. A n Y THE AGGs ECA I3~. SI.16SAU OF THE PAV?-MEWip S€"€AL , BE 153 STONE MEETING €HL MA I�R A- RE.€ UiREWNT OF THE N'0, 0" AND SHALL BE t OMPA UD TO NOT LESS TI!A!4 q5' �3TANDaARD PRCICTOR D3ti SJy, PIN& Nr'i£',KrILI, FOR AU RCP :N TA A GR THAN � _ S LL TICI#�dS �IEFit '�, #S „3;_A3FF? I'la r n- L.. E CLEAN FILL �>h ..E T R33A r x L RFT. t7F RI�I <S EAR�,,FI� IIvfAN .. I;'� DtA�sFT£R. #'ROtEN LLIM;�S �,�' SOIL, Wk�'�€3, OR f}:FIER EX RANEOUS MATCR';AA-, CCmPACTED IN 12' MAXIMUM LIF :S TC; NOT LESS THAT SO% SiANDAR0 PROCTOR DENS €TY FOR `:HE ENTRE DEPTH Of T:�iE EXCAVATI.I, Ti: rNAL S ! ICHES C#" TIME EXCAVATION SHALL CCINSiST CIF Ti,)H'SOIL, 3. I'HE; i0,9), U',T C014 R FROM THE. TOP (f THE INSTALLED PAVEMENT TO THE TC0 OF i 'I£ I'NSTALLE P'PF F.fl�;',€.L 8C THE PAVL,mrNT SECPON 1. Ti,<IeNit -ss (ALL BITLWM NQ, €S AND A'�GREt.ATE 1, ATFR:A€, A801,E TH,. S�,# GRAGO PLUS I' --D ", BUT UNC,Ek NO CIRC,,fI�,�i'fiNCES SHALL THE COvER ALONG ANY PA: .RT O THE Pf?E I:6DM liiE FIN,A€, PAVEMENT WEVA ?ION TO THE TCT' OF IHE: PIPE. SE -E.SS THAT 2,5 FEET, 4, IF EXIST NG S0GRADE HAS BEEN LIM" STAM,'1ED, RACKr €L.L w "N 8-- t.QRROW UP TO € OTTCM OF UNTREATED EXISTING a€tBCRADE AEON FILL TO TOP OF TF;EATED &,SGRAVE WITH LIME ST,A,3AJZ::D Svil. S, THESE- STANDARDS SHALL APPLY' FOR ALL REGULATED DRAIN STORM =t fi~ - ,... �• ;•�,4t^-.RS €<tt..€•..,`E THE E,aLIT3 IiAv.hk, Ivpi�TRb, g'vrR ;:€I RIC.IiI Of OKAY HAS A Ia�F STR:IINCrNT ST'AINDARD, iI4 WHICH CASE TK HiGoHER STANDARD' SHkL At PLY. I S, P,iI 14NA V DOVER FROM €H FIIfAi �AD� a;; THE TOP O IKE PIP( �IgkL IMF !YDi L,FSS THAN 2 FEET OtJ5 €DE OF PAAME!�T AREAS, HAMILTON C UNTY SURVEYOR'S OFFICE RCP eddi and Backf z Standard REVISIaI3 ,._38 IJEC..20O8 KENTON C; WARD, ,HAMILTtOM COUNTY SURVEYOR DATE A D-23 �:. - -- OFFICE OF 'FHE HAMILTON COUNTY SURVEYOR EXISTING GRADE:::::.::........., : # r . _ ,.. . I ff ^i : 11 3 r i , 1 _ , -. -.n I ... , I_ a.. _ n. M - I _ . - I I I __..___� I 1 I i �_ M�_ w .� _ :. . I r!,—.��3., PROP 5:FD GRADE I I i ,, I; € fi I , £ . I UNDERCUT SWA1,F 8Y Q i ��`tt 4 ^: =d T 'Y!f t A ALLOW £ FOR FfjEkE I C= •f j }f {j{ t = f t S t jj1 _ a I _ £ d f r w T f r _. ^ t I UNDERDRAINS REQUIRED IN SWALES WITH LE-SS' THAN 1 SLOPE EXISTING GRAD.F - - - - -- - E °, £ .r -T I - f , I _�. �<I WIN I � :3 :MIN.) -� "I �-.., - ; i I £,, I € t .� _.._ y. I ....... *** ... I I . E _ € 1 M t - 11 __ -1.1 ; yUt.aaM.r,�r ,. . , ........ ��I E f I'I�I3I- M I. CIS�U GRADE A L3I I E = t UNIT 'S . , _, ....__.- 1- I UNDERCUT w ALE BY O,2' 3 EEI , r -77711:.- -.. , € t t F"!, € FOR FUTURE SILTING, I . ........ I ............. . ........ - , f f f I.,.,.._ :- 3 £ S 5 S -- ...... . -. I : $ 1 3 »�k-1f• s 01(-Nf � tq t"+ P'i;RF'ORAT IaD SIIHSURFACE, DRAIN #S D) PIPE WITH MINIMUM 0,5/ GRADIENT, SEE I)EYILOI'MkNT' PLAN FOR SIZE: f6- MINIMUM) AND INVERT ELEVATIONS. I - Z, r 1 NOTE~ TILE 'SHALL BE DOUBLE WALL,SMOOTH WAIL PERFORATED PLASTIC ,PIPE, TYPICAL SMALE DETAIL (DRAW INC, NOT TO SCALE) REVISEI?' 16 AUG 2005 t�1'0 tom' y'� .w.TEIR I'I ��� APPROVED, -I4� KENT L' C, WARD, Fl ILTOI'I C+'�UN'TY SLsR�'F.YOR'----- ...... - DATF� .. OFFICE OF THE HAMILTON COUNTY SURVEYOR MAXIMUM MINII+IL:M ANGLE B' STEEL FENCE C'T "Y POST N43TIw CURB 1 PIPE SIB£ I EXTENSION TO BE SECURE[) TO STEEL POST NUMBER OF BETWEEN t'IPE`1 �IiI"AtEIi IN 2 LOCATIONS (INCHES) CAP & TAPE TEMPORARY EXTENSION A13OVE C>IiOUNID THAN 46" FROM DETAIL CT--? TLF7) IIEy' ITEMC7VI I3 IMP€ }I CONNECTION 00 -.. -.2 I£ Iwv€ ;E- R CT-8 r 1' TO 15 3iLL MEAD: URI �II+tvTS TO 13E MEASURED _ 3 FRCiM C3tACK LOI CCfPIx z � EXTFNSION SECURED TO STEEL PEST IF EXTENSION IS NOT U'I'ILI7I:Ati, IT IS T£3 BE �- YES CAPI'F°U T3EL€ W GROUND LtI:' Ej_ - `r/ PIZ43F'OSial3` �°`, .'...'.:.. ::. '•.. t E LATERAL LOCATIONS uI-IALL BE STAMPED C; R.' T3 F. 18„ - * ON CI. RB. fb .' : CURB .STAMP DETAIL) /% , / -•_ " I V . *1 . Y \\ `," . . '�-,— -- — V, .",-,"'',,�, \,\�', N, *,�,,,ql ,-v---,.", .Z\ f .1, , / / �', 11 / ", . t 7 Sj � ,", /. ",\ , \ i> f s G I . I e$,�, \ x X . , * . t . / .�� lix - . . . *. 150 jjll�:: ,:111111, :1 I i i ''I i � 1—j— \,X/' \� `\ :�` , °,tt { }!(s /\ /{ ' {\. ^mil,' /}�''�j �'_ --`\� i ;'"�' }` '`," "`��,•- •.�r.s' £ i /',• /l, y ^ /"�t•.+� , -•-e'f = F-f < .«�'✓' (t.f j �J -,�,�, '"�� ,, 11 �� ' ? " , - f�r 8 WASHED C+ RA V Ir L • �`�' tai-{�' A �.. � 3 OR CLASS u l A '!' r Iq WASHED STONF; \� t r �z. �� �•.f_ \` ` " P \ \, RF,DLI INN, T \ *, 5 , , /''t` REQUIRED `'., z��' �, .1 t,= \ \ MINIMUM u L €.� P E. 0,301---+ - .............. MINIMUM 4- SS€} 3 " ........... MIN. NOTE: 12" >k€€i. # TILE SHALL BE DOUBLE WALL-SMOOTH WALL 18" MAX, j ixERF'ONATED PLASTIC PIPE. {INIIS UM 13" SUB SURFACE DRAIN T Y P I C A L S-,----) 1) L A FE'R A L D - PIPE DIAMETER (DRAWING NOT TO SCALE) A// ,�"" " JUN 2i� ' R E V T S E U- � • �TA�I�APL� PL�I� A Pin' R0 V E I,) , -- � t � �t -- -.l,_. KENT a C, WARD AMIL'TON COUNTY S €JRVEYOR DATE _ ... ......------------ f ICE OR THE HAM L`PO COUNTY SURVEY R NOTES I ^ UP TO 15`4 PIPE CAN BE INSTALLED IN 24 "' SIVE. ALL OTHER PIPES SHALL EE iNSTALLED IN L=ON," SIDE OF BOX. 2 - A BOX WITH STEPS WITH VRITTEN SPECIAL DESIGN APPROVAL FROM HCS0, S - A PIPE INSTALLED IN THE CORNER OF A BOX COUNTS AS USING 2 SIDES OF THE BOX, 4 - STRUCTURES � BE DESIGNED FOR MAXIMUM FLOW THROUGH STRUCTURE. SPECIAIa NOTE;" STRUCTURES REOUIRE 0,1. OF DROP ACROSS THE STRUCTURE SLOWEST INLET INVERT TO CUTLET INVERT), SP'EC'IAL NINE: Alai MANHOLES SHALL HAVE STEPS «3O WITHIN A MAXIMUM Or 1 FOOT FRO14 BOTTOM OF STRUCTUREI INSPECTOR MAY REQUIRE STEPS TO BE INSTALLED OR MOVED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS, SPECIAL .N,QTE) IF CURB INLET STRUCTURE IS TO HAVE 2 FOOT SUMP, THEN THE STRUCTURE 511,&L BE A MINIMUM OF A 48" MANHOLE OR A B FOOT BY 4 FOOT BOX, SPECIAL NOTE: DOUBLE INLET BOX STRUCTURES �allAll PROVIDE SUPPORT FOR ALL 4 SIDES OF THE C'ASTI;NCi, SPECIAll N€3TE• ALL CAS`T'ING$ y_� F3 r, PER T:.E APPROVED CASTING DETAILS Oil BY SPECIAL WRITTEN RPPPLi3YAi FITOM IiCaOt SPECIAL NOTE: NO "DOGHOUSE" STRUCTURES ARE ALLOWED, �A ILTON COUNTY I -IS OFFICE STORM 3���A�� II",�'ISaI1- 18 DEC 2006 __ ,z IK ENT, N C,NtARD,HAMILTON COUNTY SURVEYOR DATE - -18 i NOTE: Ili , /... 63' STEEL, FENCE .J- s FC)S'T' TILE SHALL BE D€?L•IILE FALL, : F#J0T'Ii WALL, PERFORATED PLASTIC PIPE fl, F�'XTENSION. TO BE SECURED TO STEEL POST ,—CAP &'T'AP'E,` IN 2 LOCATIONS. TE tROI.A I2 f EXTENSION A LSO X' , C: ROUND r T{3 BE I<I~FhOVIa% €:BON CONNECTION 'A C,S Y HO €.SF..: E < Z: -� - I"; >4TENS €ON IF' Ek T EN'SION IS NOT € T'ILIZE �, IT IS TO SF Y I.CL# £aD CAPPED BELOW C Rf, -,VN -D LEVEL .E . I E TC sTI I L CAST "> a; . 7-E IZ'r P SI % _ X£:� 0 £ GRADE A 0 �: F : }f.. r , , ,�� �; , - t w Cl 1 Y* ... ,,,,,, - l/l/ �!,"' 1� , )� / ,--- 4 s I � / F > i T M y,, ' A € '� s � /�\ -�,;;' -4� °� -gin ��AV /�� H � t, � IM i,# I, .................. -, ` / r� Y\ \, / r s" ,� \ -XI N / 1. \ /�/ `�'-. !! \ \— / r t;, w t,... a ...�...... r... c .:x E. , ; Y -;, i t f� ^,,,,- t i i .- !'.• -.. ��„`- t k.-.•- '"� i fi �.. S < i,....- , „••^, � t ?.--- r _° t 1 t , 1 t i - �, ---- i t <r i 1 L;" 1- ^,.,,.• -- t f YJ I"'... C I :, i t -� , ! .�, i f �^", -� , ; -� �...^• � 2 "' t � „`,. s I - -- i t t t -�-- , i- E; �� i ` I f t- t i � •i } ..r t 7 1. I t,i��,),;` -t, —^ �;. •I3 YaASzI It GRkkEL I F E :f u C I N a T '�`'f�; -�.^- 'x�,4- l`.3_?,� 'ryj WASHED STONE, I? r o u 133 r, L? ti `•ash. i ±,✓ r5t' Wit% 3 - C�4 F '`' {" r, -�,- 1. - r nr . - a i t , - ..... I ............... �`� f 6 •1k,!' t ' i^ ,? ri i Ef r O ,.,L,e�,, I}<: :s r MIN. , M, - PIPE L)TAMETER MINIMUM O" SUB S13P, 'AC DR IN TYPI - I :� D I..,zATER.A:I- - -, TO INDIVIDUAL LOT; IN REAR YARD (DRAWING H A � �'" ` O': TO SCALE," l'-', .1 I., T 0.1.11N Cl� .1 t. ... "..FJE e ! REVISED:-. JAN 2€ fDO ....., KIaNT0'- C, W -I FD) HA;tii'Ia'I`0Ai CO NTY S -RV =:; YOR DA................ "F: 1- f - ,� - 2 ` 3 F`.��'G\ST £RFOOcr ` NO. - 910326 s z No. Date Revision - STATE OF ass �� / ON AL t k k � . . �y �� 7 111 1111111111111 - w- ui�!llll = w- [=,A Ill ����������l w-- m � I I I I - ME � -F ITTC�I IN- -F E-,'1RIl\TG- 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485 -0000 AST`ING 'RA III ANI'll ICO' ER AS SPECIFIED )'e0Nl- AS,l",'IIA.€ i1C MA St IC - ,/ : SEAL BETWEIE � JOI rTS. ``` 3 C' 19 : -.--,4----PRECAST t:,il44itEi E ALOJUaTEII FLINGS IF \ NEEDED tI.2 INCHES O RI:3'G' IyIAXI�€ 'M � � z , \�-,,,\ $ \ , r,,. f, L f� REDUCER ) 1. '\ L I": �.! 3 t L:� ZI SJ U 4 (,` .5.� ik \.� '�, CAP A-S RE+.Il. IRED NY SITE .., \ ,, CC)NIDIT 0N,bl, CONE TOP Tn- ., f i. , . -; �kj,,,\ VA TCH AI;iJ STIN' RING. PROFILE. 3 ; > Y , + \'. < '. , - ......... _............... ..... }- � c <ULL IE1C;H' MANHOLE .... .. - ..:..., t , ' .. STEPS AS SFECIFIED. f , 1; � ', { MA,.IiOLE C�FIvk0Ri5 t'. I 'l I < '.. I TO ASTM 476 . �» Ll i � O -RING CASKET ONE I I ASP ALTIC 14AST €C Os�............... '''�M- ,._I. -,.w BUTYL RUBBER. SEAL . � .`,t,,�,,�,4I�" DIAMETER PRECAST AT JOINTS, # CONCRETE SECTION f' •E __ i :^ ' ' , ; '' PIS FC)RMED HOLE; TO I•iAXIMuM `� ..... �: OF PIPE Ii,; . •a" WITH BENCH WALLS AT #.II�tIAiL'u ' r;C�' SHRIFT cI~IIrNT G R D U, T, i"2" PER FOOT SLOPE, iENCII Y . ,' I iv WALLS O BE C0NSTRUCTED',, }- I O SPRINGY LINE OF PIPE. °� " "-t� ~� ; >`; • s{ y 's 3 ^� �,+ .N.Q T.EcE.. fl f1,, f • £. 1• • I 1. h �',, ^,� w r , s •, . GROCiT,ED FULLY, TROWELED 1. . '_ ,: . , ,t "`x SN(OOT;I AN, BRUSH FI'C'I -Hx il: Y , • %- y, li 11 T ' .- �- -.:� REINFORCED BAR :i~�--� r 1 2 ' O N CENTER O f� G` Qi: i" PER SEC'TIOId r' AF'pIOVEI) ALTERNATIVE II' `� ' -.1 ---4---- 3'` INIMUi41, : � . MAN�:ULF RASE SET ti s ,------- ,tif`.,...„ - -- ON 0!' OF *2 STONE FOR STI?UCTUaEs 'IFIAit MAXIMUM MINII+IL:M ANGLE ,,,, ,,. STRUCTURES 4' i CURB 1 PIPE SIB£ I :LESS •# _ 'C TO NUMBER OF BETWEEN t'IPE`1 �IiI"AtEIi CASTING PER (INCHES) I INVERT SIDESS OF THE INUMBER OF PIPES - THAN 46" FROM DETAIL CT--? , �,T COUNTY S\I E �( R ' l IINCHES) BOX WITH � P IDES ANGLE D I I � I AJ rt I I!,a�M ) ♦ 4 i TO INVERT R CT-8 r 1' TO 15 �� k �� �C }:t r ;J 2 1J5 MANHOLE DETAIL �.. ... . ..... ............ STANDARD PLAN :,f TID D-20 OR NOTE 2 YES 15 TO 18 3C# X 3s3 BCtX 3 2 1,35 MANHOLE DETAIL YES �P €T%I M........- ._, -,,, -: .. 3 9O D -24 OR NOTE 2 BOX /MR LID 1#I TI3 24 i4 X SD OIt - f 2 �.�r' --., " -� -,:<- k,MAi�iloLI, DETAIL YES WITH . f 0 € R NOTE 2 8OX /MH LID 24 TO NOT AP'PLICABL;F, NOT APPLICABLI E'0 NOT APPLICABLE F•IANIIC)LI DETAIL YES WITH __ _ D -2I OR NOTE 2 BOXIMH LID £I w.0 I44 NOT APPLICABi,E NOT API'LIGRI3LEI NOT APPLICABLE MAIHO €.fi DF:TAIL< YES WITH --'. ... . D-:»2 OR ,NOTE i BOX-IMH LID NOTES I ^ UP TO 15`4 PIPE CAN BE INSTALLED IN 24 "' SIVE. ALL OTHER PIPES SHALL EE iNSTALLED IN L=ON," SIDE OF BOX. 2 - A BOX WITH STEPS WITH VRITTEN SPECIAL DESIGN APPROVAL FROM HCS0, S - A PIPE INSTALLED IN THE CORNER OF A BOX COUNTS AS USING 2 SIDES OF THE BOX, 4 - STRUCTURES � BE DESIGNED FOR MAXIMUM FLOW THROUGH STRUCTURE. SPECIAIa NOTE;" STRUCTURES REOUIRE 0,1. OF DROP ACROSS THE STRUCTURE SLOWEST INLET INVERT TO CUTLET INVERT), SP'EC'IAL NINE: Alai MANHOLES SHALL HAVE STEPS «3O WITHIN A MAXIMUM Or 1 FOOT FRO14 BOTTOM OF STRUCTUREI INSPECTOR MAY REQUIRE STEPS TO BE INSTALLED OR MOVED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS, SPECIAL .N,QTE) IF CURB INLET STRUCTURE IS TO HAVE 2 FOOT SUMP, THEN THE STRUCTURE 511,&L BE A MINIMUM OF A 48" MANHOLE OR A B FOOT BY 4 FOOT BOX, SPECIAL NOTE: DOUBLE INLET BOX STRUCTURES �allAll PROVIDE SUPPORT FOR ALL 4 SIDES OF THE C'ASTI;NCi, SPECIAll N€3TE• ALL CAS`T'ING$ y_� F3 r, PER T:.E APPROVED CASTING DETAILS Oil BY SPECIAL WRITTEN RPPPLi3YAi FITOM IiCaOt SPECIAL NOTE: NO "DOGHOUSE" STRUCTURES ARE ALLOWED, �A ILTON COUNTY I -IS OFFICE STORM 3���A�� II",�'ISaI1- 18 DEC 2006 __ ,z IK ENT, N C,NtARD,HAMILTON COUNTY SURVEYOR DATE - -18 i NOTE: Ili , /... 63' STEEL, FENCE .J- s FC)S'T' TILE SHALL BE D€?L•IILE FALL, : F#J0T'Ii WALL, PERFORATED PLASTIC PIPE fl, F�'XTENSION. TO BE SECURED TO STEEL POST ,—CAP &'T'AP'E,` IN 2 LOCATIONS. TE tROI.A I2 f EXTENSION A LSO X' , C: ROUND r T{3 BE I<I~FhOVIa% €:BON CONNECTION 'A C,S Y HO €.SF..: E < Z: -� - I"; >4TENS €ON IF' Ek T EN'SION IS NOT € T'ILIZE �, IT IS TO SF Y I.CL# £aD CAPPED BELOW C Rf, -,VN -D LEVEL .E . I E TC sTI I L CAST "> a; . 7-E IZ'r P SI % _ X£:� 0 £ GRADE A 0 �: F : }f.. r , , ,�� �; , - t w Cl 1 Y* ... ,,,,,, - l/l/ �!,"' 1� , )� / ,--- 4 s I � / F > i T M y,, ' A € '� s � /�\ -�,;;' -4� °� -gin ��AV /�� H � t, � IM i,# I, .................. -, ` / r� Y\ \, / r s" ,� \ -XI N / 1. \ /�/ `�'-. !! \ \— / r t;, w t,... a ...�...... r... c .:x E. , ; Y -;, i t f� ^,,,,- t i i .- !'.• -.. ��„`- t k.-.•- '"� i fi �.. S < i,....- , „••^, � t ?.--- r _° t 1 t , 1 t i - �, ---- i t <r i 1 L;" 1- ^,.,,.• -- t f YJ I"'... C I :, i t -� , ! .�, i f �^", -� , ; -� �...^• � 2 "' t � „`,. s I - -- i t t t -�-- , i- E; �� i ` I f t- t i � •i } ..r t 7 1. I t,i��,),;` -t, —^ �;. •I3 YaASzI It GRkkEL I F E :f u C I N a T '�`'f�; -�.^- 'x�,4- l`.3_?,� 'ryj WASHED STONE, I? r o u 133 r, L? ti `•ash. i ±,✓ r5t' Wit% 3 - C�4 F '`' {" r, -�,- 1. - r nr . - a i t , - ..... I ............... �`� f 6 •1k,!' t ' i^ ,? ri i Ef r O ,.,L,e�,, I}<: :s r MIN. , M, - PIPE L)TAMETER MINIMUM O" SUB S13P, 'AC DR IN TYPI - I :� D I..,zATER.A:I- - -, TO INDIVIDUAL LOT; IN REAR YARD (DRAWING H A � �'" ` O': TO SCALE," l'-', .1 I., T 0.1.11N Cl� .1 t. ... "..FJE e ! REVISED:-. JAN 2€ fDO ....., KIaNT0'- C, W -I FD) HA;tii'Ia'I`0Ai CO NTY S -RV =:; YOR DA................ "F: 1- f - ,� - 2 ` 3 F`.��'G\ST £RFOOcr ` NO. - 910326 s z No. Date Revision - STATE OF ass �� / ON AL t k k � . . �y �� 7 111 1111111111111 - w- ui�!llll = w- [=,A Ill ����������l w-- m � I I I I - ME � -F ITTC�I IN- -F E-,'1RIl\TG- 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485 -0000 AST`ING 'RA III ANI'll ICO' ER AS SPECIFIED )'e0Nl- AS,l",'IIA.€ i1C MA St IC - ,/ : SEAL BETWEIE � JOI rTS. ``` 3 C' 19 : -.--,4----PRECAST t:,il44itEi E ALOJUaTEII FLINGS IF \ NEEDED tI.2 INCHES O RI:3'G' IyIAXI�€ 'M � � z , \�-,,,\ $ \ , r,,. f, L f� REDUCER ) 1. '\ L I": �.! 3 t L:� ZI SJ U 4 (,` .5.� ik \.� '�, CAP A-S RE+.Il. IRED NY SITE .., \ ,, CC)NIDIT 0N,bl, CONE TOP Tn- ., f i. , . -; �kj,,,\ VA TCH AI;iJ STIN' RING. PROFILE. 3 ; > Y , + \'. < '. , - ......... _............... ..... }- � c <ULL IE1C;H' MANHOLE .... .. - ..:..., t , ' .. STEPS AS SFECIFIED. f , 1; � ', { MA,.IiOLE C�FIvk0Ri5 t'. I 'l I < '.. I TO ASTM 476 . �» Ll i � O -RING CASKET ONE I I ASP ALTIC 14AST €C Os�............... '''�M- ,._I. -,.w BUTYL RUBBER. SEAL . � .`,t,,�,,�,4I�" DIAMETER PRECAST AT JOINTS, # CONCRETE SECTION f' •E __ i :^ ' ' , ; '' PIS FC)RMED HOLE; TO I•iAXIMuM `� ..... �: OF PIPE Ii,; . •a" WITH BENCH WALLS AT #.II�tIAiL'u ' r;C�' SHRIFT cI~IIrNT G R D U, T, i"2" PER FOOT SLOPE, iENCII Y . ,' I iv WALLS O BE C0NSTRUCTED',, }- I O SPRINGY LINE OF PIPE. °� " "-t� ~� ; >`; • s{ y 's 3 ^� �,+ .N.Q T.EcE.. fl f1,, f • £. 1• • I 1. h �',, ^,� w r , s •, . GROCiT,ED FULLY, TROWELED 1. . '_ ,: . , ,t "`x SN(OOT;I AN, BRUSH FI'C'I -Hx il: Y , • %- y, li 11 T ' .- �- -.:� REINFORCED BAR :i~�--� r 1 2 ' O N CENTER O f� G` Qi: i" PER SEC'TIOId r' AF'pIOVEI) ALTERNATIVE II' `� ' -.1 ---4---- 3'` INIMUi41, : � . MAN�:ULF RASE SET ti s ,------- ,tif`.,...„ - -- ON 0!' OF *2 STONE FOR P I P E 1 9 l 1 SIZES "I" H R U 4' i f f , 3 r , £ I lf-•.,.E - ." .t. n € D R A W I V G NOT TO .� C A I E r H MI I;FO N , �,T COUNTY S\I E �( R ' l OFFICE �. ; '. ` . I t I ...... �~ - ` .. i.. v w ^ L FEB k I$k 1r €aEI) 1f i�C)2 E, f� �.. / STANDARD PLAN S ..:t.. `� 'n. J —//,,,07-- KE,N•O;" F,.': WAR ,�IAk €ILT0N C0'J,'�',Y S U R 9'EYC.,R i.. -` .. o " 1 , ,!� , I ; 1;��; I F " T "F 0 F T 1-1 E I'l A MI L T 0 �N CO I - N 1 Y S w "L „- 1, I I ✓ V .t S 2 7 j N 7 T.A.. j ... I f..". ..."B "':� . ; . P ... � E , k . .., � —.5.. . lw . —, ...) r��.,-'�: ..... ) _ L ' t ' 4 f f , 3 r , I. - £ I t a 3R r < I y ,T,Id ., Ii s I H - ." .t. n . - :S `S6L6CL. 1111( t ..... _ �. ; '. ` . I t I ...... r C - ,� _: � - ` .. i.. v w ^ ....v. I, W E, , u ” f f S ..:t.. `� 'n. J T J . . -. . . . i :............. H c . f ' ^ - o .. l -' , c �.,. , ..o.- Y S 1...:. ,;- -w c' . ":+ M . =^ }{ 5', •t I- �I :' / - f N ,� -. - ..,... i'i t I'I ,. .., . ` .1 L, _ , f , /:. ,:tt # ' °. ; , L ' <� I ; 3 ' . . , v , �_ "'C Ai' s - .4 ,' I s : .; .. . , i , . i , % , , ; . .,�3 t , ' - •..... s--•.< : , ` . < , }` I ,. } .. , .. , E ...... - . ....... 7 j N 7 T.A.. j ... I f..". ..."B "':� . ; . P ... � E , k . .., � —.5.. . lw . —, ...) r��.,-'�: ..... ) HAMILTON COUNTY SURVEYORS OFFICE DETAILS Date FORESTAL ESTATES Job No. -- CARMEL CLAY TOWNSHIP HAMILTON COUNTY WDIANA Scale Design By Drawn By Checked By Approved By - CCB TJW CCB CCB Sheet No. �� , Oa Z,;� � <, , -t, �: iir> �;, I'+-r t:_� 4' . I. L E_Eit 4 k--7 -_'it (- L E V d A E.J d E_; [,. -I r'� .d `E, E [ r_. f... L - :y: :y: _ L ' t ' 4 f f , 3 r , 3 Kt ... � ( s3f - ." .t. n 13, 3 ' z '' i3 ^ is Z'57 Y ": \` t,- i ,1 ( £ " i ll - 111 S ..:t.. `� F:3 "'.d �-�-�- str:`;TJfi?"ii'L' >tli..;): :; <.3% E -:; nkY't> )r3�"t° ��,L�t -% .... t ? ` ,.. I . HAMILTON COUNTY SURVEYORS OFFICE DETAILS Date FORESTAL ESTATES Job No. -- CARMEL CLAY TOWNSHIP HAMILTON COUNTY WDIANA Scale Design By Drawn By Checked By Approved By - CCB TJW CCB CCB Sheet No. �� , Oa Z,;� � <, , -t, �: iir> �;, I'+-r t:_� 4' . I. L E_Eit 4 k--7 -_'it (- L E V d A E.J d E_; [,. -I r'� .d `E, E [ r_. f... L - :y: :y: 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 outlets, 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. Install 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. Install 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 no more than 150 pounds with of 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 Icy 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 any 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 rot 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 area 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 mechanically 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 compact to 90 percent of standard Proctor maximum dry density if not specified specifically in these specifications or In the soils report. 8. TESTING AND INSPECTION SERVICE Contractor shall employ and pay for a qualified independent geotectnical testing laboratory to perform soil testing and Inspection service earthwork operation. Scope of testing and inspection shall be approved by the engineer prior to earthwork operations. STORM SEWER SYSTEMS STREETS & PAVEMENT I. SCOPE OF WORK 1. SCOPE OF WORK 7. FIELD QUALITY CONTROL 5. COPPER TUBING The work under this section includes all storm sewers, storm water inlets, and related items including excavating and The work required under this section includes all concrete and A. General - Testing in -place hot -mixed asphalt courses for compliance with requirements for thickness and surface k Shall be seamless, annealed copper tubing complying with backfilling necessary to complete the work shown on the bituminous paving and related items necessary to complete the smoothness. Repair or remove and replace unacceptable Federal Specification WW -T -799. Fittings shall be wrought drawings. 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 specifications, i ncluding, but not limited to: with scope of testing and inspection approved by engineer. composition recommended by the manufacturer of the 2. MATERIALS f fittings. All streets, parking areas in contract limits B. Thickness - In -place compacted thickness tested In A. Storm Sewers Curbs and utters accordance with ASTM D 3549 will not be acceptable If 6. FIRE HYDRANTS Sidewalks and concrete slabs, exterior steps exceeding following allowable variation: prepared subgrade Reinforced concrete sewer pipe shall conform to ASTM C -7E prior to paving. Shall comply with A Specification C -502 and shall meet local latest revision, with joints conforming to ASTM C -443 MATERIALS standards and requirements, particularly as to nozzle latest revision. 1. Binder Course: Plus or minus 1/2 inch. diameters and threads, direction of opening and dimensions A. Concrete - Concrete shall be ready - -mixed concrete and 2. Surface Course: Plus or minus 1/4 inch. of operating and cap nuts. Fire hydrants shall have ore B. Roof /Downspout Connections shall be a mix of proportioned fine and coarse aggregates pumper and two hose nozzles. A valve opening not less than with Portland cement and water. Minimum cement content C. Surface Smoothness - Test finished surface of each 5 inches and a 6 inch inlet connection. The length of the All gravity plastic storm sewer pipe and fittings shall shall be 6 bags per cubic yard of concrete and maximum hot -mixed asphalt course for smoothness, using 10- hydrant barrel shall be determined by the specified depth of conform to ASTM D -3034, SDR -35 and meet a cell water content shall be 5.5 U.S. gallons per sack of cement, foot straightedge applied parallel with and at right cover over the pipe. All private water hydrants are to be classification of 12454 -C. Flexible gasketed compression Including moisture in the aggregate. Slump for normal angles to centerline of paved area. Surfaces will not painted a color other than that utilized b y the Water joints shall be used for PVC. No solvent cement joints weight concrete shall be a maximum of 4 inches and a be acceptable if exceeding the following tolerances Company. Hydrants shall be located such that the direction of . shall be allowed. minimum of 2 inches the slump of machine placed concrete for smoothness. opening directed towards the street. C. Manholes shall be no less than 1 -1/4 inches nor more than 3 inches Standard test C -143 shall be used to measure slump. 1. Binder Course Surface: 1/4 inch. 7. VALVES Compressive strength of concrete at 28 days shall be 4000 2. Wearing Course Surface: 3/16 inch. 1. Precast reinforced concrete manhole sections and psi. All exterior concrete shall have air entrainment of 5% All valves and stops shall have ends suited or adapters shall be steps shall conform to ASTM C -478 latest revision. to 8% b volume ° y per ASTM C -260. Retempering of WATER MAINS r provided for the proper installation in the lines in which they delivered concrete will not be allowed. Concrete shell be 1. SCOPE OF WORK are located. Valves shall meet local standards or in the 2. Casting shall be of uniform quality, free from blow composed of: absence of such standards, the following requirements: holes, porosity, hard spots, shrinkage distortion, or other defects. They shall be smooth and well cleaned by shot - blasting or by some other approved 1. Portland cement - Conforming, to ASTM T e IA Type or Type IIIA. If not specified below, fire protection and watermains are to be laid in accordance with the specifications of the City of A. Valves in cast iron pipe shall be iron body, bronze method. method. They shall be coated with asphalt paint, Indianapolis, or as directed by the Department of Public Works mounted, disc gate valves conforming to A Specification C- 500. They shall open in the same direction as those used which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. They 2• Aggregates 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 shall be gray iron meeting ASTM A -48 latest 3. Water - Shall be clear and free from injurious pits, hydrants, and related items including excavating and backfilling to terminate in 2 inch wrench nuts. Furnish two (2) keys. B. Valves in copper pipe shall be standard brass body, revision. amounts of oils, acids, alkalizes, organic materials or other deleterious substances. necessary complete the work shown on the drawings. The ends of water service lines shall be tightly round -way, ground -key stops, with T heads. Furnish two 3. Joints - Manhole sections shall be jointed with plugged or capped at the terminal points pending the (2) keys. rubber type gaskets. The rubber type gaskets shall B. Weided Steel Wire Fabric - Where required for concrete connecting to all such lines of the building piping as specified meet ASTM C -443 latest revision. When manhole and reinforcement shall conform to ASTM A185. in the plumbing specifications and architectural drawings. 8. VALVE BOXES storm pipe are continuously in water. C. Premoulded Joint Filler - Shall be of non - extruding type 2. IRON PIPE Shall meet local standards or in the absence of such, shall D. Subdrains meeting ASTM D -544 except premoulded pint filler used In comply with the following requirements: concrete walk construction may be either non- extruding or Cast iron pipe shall meet A Specification C -106 with push - Perforated plastic pipe subdrains shall conform to ASTM resilient. on joints meeting A Specification C -111. Wall thickness A. For iron body valves, boxes shall be approved standard -405, AASHTO M -252 4 to 10" pipe). shall be determined from Table 6.4 in A C -106. Ductile iron buffalo -type cast iron, adjustable shaft boxes, having a D. Bituminous Pavement Materials - All materials proposed for pipe shall meet A C -150 and C -151 Specifications. Pipe to minimum shaft diameter of 54 i inches. 3. APPLICATION the construction of bituminous pavements shall comply be cement lined and seal coated in accordance with A C- B. For Brass body valves (stops) boxes shall be approved A. Permits and Codes - The intent of this section of the with the Indiana Department of Transportation specifications, per latest revision. 104. Joints shall be pushed -on type, Teuton, Fasted, Super Bell -Tete, or approved equal, except at fittings, valves and standard cast iron extension service boxes, having a minimum diameter of 2 1/2 inches and having lid held in specifications is that the contractor's bid on the work covered herin shall be based upon the drawings and E. Compacted Aggregate Subbase: Shall be crushed stone or special crossings. Joints shall comply with A C -111. Fanged joints shall conform to ASA A21.10 or 616.1. place by a brass or bronze bolt. The castings shall be coated with two coats of coal -tar Furnish specifications, and that the work shall comply with all applicable codes and regulations a s amended by any gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8 °, / of the 3. Polyethylene ( "PE ") Pipe pitch varnish. two (2) keys for bolt in lids. waivers. Contractor shall furnish all bonds necessary to total. Material shall be free from an excess of flat, get permits for cuts and connections to existing sewers. elongated thinly laminated, soft or disintegrated pieces; and A. Materials 9. STOPS shall be free from fragments coated with dirt. Compacted 1. Materials used for the manufacture of PE pipe and fittings B. Local Standards - The term "Local Standards" as used aggregate shall be graded as follows: must be extra high molecular weight, high density PE 3408 Stops shall be those manufactured by Ford or Mueller herin means the standards of design and construction of the respective municipal department or utility company. SIEVE SIZE % PASSING . polyethylene resin The pipe must be extruded from virgin resin meeting the specifications of ASTM D 3350 with a Corporation with A taper thread, and with copper compression type fitting on outlet, or approved equal. C. Existing Improvements - Maintain in operating condition 1 - -1/2" 100 " minimum cell classification of PE 3454340. Fittings must be manufactured from the some resin type and cell 10. BLOW -OFF VALVES all active utilities, sewers, and other drains 1 80 -100 classification as the pipe itself. Blow -off valves shall be those manufactured by Mueller encountered in the sewer installation. Repair to the 3/4" 70 -90 2. The pipe and fittings must contain no recycled compound Corporation (H10283 of H- 10291) or approved equal. satisfaction of the owner any damage to existing active improvements. 1/2" 55 -80 #4 35 -60 except that generated in the manufacturer's own plant from 11. ANGLE VALVES #8 25 -50 resin of the some raw material. D. Workmanship - To conform to all local, state, and #30 12- 30 3. The material must be listed by PPI ( "Plastics Pipe Institute ", Angle valves at the end of water service stub are to be national codes and to be approved by all local and state #200 5 -0 a division of the Society of the Plastics Industry) in its pipe copper compression type fitting, and are to be protected with agencies having jurisdiction. grade registry technical report (TR4) with a seventy -three plastic bag over the valve. 3. APPLICATION (73) degree Fahrenheit hydrostatic design basis of one E. Trenching - Lay all pipe in open trenches, except when thousand six hundred (1,600) psi and a one hundred forty 12. TAPS the local authority gives written permission for A. Grading - Do any necessary grading in addition to that (140) degree Fahrenheit hydrostatic design basis of eight tunneling. Open the trench sufficiently ahead of performed in accordance with Earthwork Section, to bring hundred (800) psi. 1 inch taps in lines smaller than 4 inches shall be only by pipelaying to reveal any obstructions. The width of the trench shall be the inside pipe diameter plus 24 inches sub grades, after final compaction, to the required grades 9 P q g and sections for site improvement. 4. The manufacturer must conform to ISO 9001. topped tee or tapped saddle. Water service lines should be for 12 inches above the pipe. Sheet and brace trench as B. B. Pipe and Fittings marked on curbs with blue paint (sewer lateral locations - red). Taps onto existing main shall be in necessary to protect workmen and adjacent structures. All trenching to comply with Occupational SAfety and Health Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No 1. Pipe supplied under this specification must have a nominal performed accordance with rules of the Water Company having Administration Standards. Keep trenches free from water traffic will be allowed on prepared subgrade prior to paving. iron pipe size outside diameter. jurisdiction. while construction is in progress. Under no circumstances 2. Pipe having a diameter of three (3) inches and larger must 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 13. DEPTH discharge from trench dewatering to drains or natural manhole covers, valve boxes and similar structures located ASTM F714 with a cell class of PE 345434C. Pipe with drainage channels. within in areas to be paved, and make, or hove made, any iameters less than three (3) inches must be made to The Water Mains shall be laid to a depth not less then five necessary adjustments in such structures. the dimensions and tolerances set forth in ASTM D 3035 feet (5' -0 ") below ground cover. F. Special Supports - Whenever in the opinion of the with a cell class of PE 3408 engineer the soil at or below the g 9 pipe rode is D. Placing Concrete g 3. Fittings must be manufactured in accordance with ASTM 14. METER PITS unsuitable for supporting sewers and appurtenances D 3261. Fittings must be manufactured by injection specified in this section, such special support, in I. Subgrade - Place concrete only on ganual material, molding, a combination of extrusion and machining, or The Contractor shall furnish the meter pit(s) and vault of the addition to those shown or specified, shall be provided compacted subgrade or base free from loose fabricated from PE pipe conforming to this specification. type as shown on the construction plans (meter to be as the engineer may direct, and the contract will be adjected. 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 - subgrade working pressure equal to that of the adjacent pipe with disconnects, valves and appurtenances. This cost shall be G. Backfilling - For a depth of at least 12 inches above the top 2. Forms - All forms shall be free from warp, tight an included two (2) to one (1) safety factor. 5. The pipe and fittings must be homogeneous throughout included in the bid amount for water lines. Meter pits must be equipped with storm sewer drain or sump connected to of the pipe, backfill with earth or granular material free from large stones, rock fragments, roots, or sod. enough to prevent leakage and substantial enough to maintain their shape and position and free of visible crocks, holes, voids, foreign inclusions, storm structure. Tamp this backfill thoroughly, taking care not to disturb without springing or settling, when concrete is or other defects that may affect the wall integrity. 6. The pipe and fittings for her directional drilling 15. TESTS the pipe. For the remaining trench depth, backfill with earth or granular material containing stones or rocks not placed Forms shall be clean and smooth immediately before concreting must be a minimum DR of 9. Pipe end fittings used in larger than 4 inches. Backfill under and within 5' of open cut nstallations must be a minimum of OR 11. Test the piping for leakage fora period of at least two hours walks, parking areas, driveways, and street shall be 3. Placing Concrete - Concrete shall be deposited so C. Joints at a pressure of 150 pounds per square inch. Inspect all granular material only - thoroughly compacted by approved methods. as to require as little rehandling, as practicable. When concrete is to be placed at an atmospheric 1. No person may join PE pipe unless Engineer has approved joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system until the H. Manhole Inverts - Construct manhole flow channels of temperature of 35 degrees F or less, paragraph 70210 of the Indiana Department of that person. 2. The butt fusion process should be used to join sections water runs clears. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements concrete sewer pipe or brick, smoothly finished and of Transportation Specifications latest revision shall of PE pipe into continuous lengths at the job site. The of the local water department. semi - circular section conforming to the inside diameter be followed. joining method must be by the heat fusion method and must of the connecting sewers. Make changes in size or grade be performed i n strict accordance with the pipe gradually and changes in direction by true curves. E. Concrete Curb manufacturer's recommendations. The heat fusion equipment Provide such channels for all connecting sewers at each used in the joining procedures must be capable of meeting manhole. 1. Expansion joints - Shall be 1/2 inch thick all conditions recommended by the pipe manufacturer. premoulded at ends of all returns and at a 3. Properly executed electrofusion fittings may be used. I. Subdrains - All subdrains shall be of the size shown on maximum spacing of 40 feet. 4. Extrusion welding, hat gas welding or threading and gluing of the pland and shall be constructed to the grades shown. PE pipe will not be accepted. All drains constructed off -site as part of the outlet 2. Contraction Joints - Unless otherwise provided, 5. MJ adapters are required to mechanically connect PE pipe to drain will be located as shown. contraction joints shall be sawed joints spaced 10 main line valves three (3) inches or larger. Two (2) inch J. Utilities - It shall be the responsibility of each feet on center. valves and smaller must be connected by compression fittings. contractor to verify all existing utilities and 3. Finish - Tamp and screed concrete as soon a 6. Refer to the manufacturer's recommendations for proper conditions pertaining to his phase of the work. It shall placed and fill any honey combed places. Finish installation procedures. also be the contractor's responsibility to contact the owners of the various utilities before work is started. I square comers to 1/4" radius and other corners to radii shown, . 7 Fused segments of pipe must be handled so as to avoid The contractor shall notify in writing the owners or the damage to the pipe. Chains or cable type chokers must be engineer of any changes, errors, or omissions found on F. Concrete Walks and Exterior Steps avoided when lifting fused sections of pipe. Nylon slings are these plans or in the field before work is started or preferred. Spreader bars are recommended when lifting long resumed. 1. Slopes - Provide 1/4 Inch per foot cross slope. fused sections. Make adjustments in slopes at walk intersections D. Precautions SEEDING as necessary to provide proper drainage. 1. During the heat fusion process the equipment and pipe 1. Planting Time: Do not plant seed on frozen soil. Do not perform seeding when 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on product may reach temperatures in excess of four hundred (400) degrees Fahrenheit. Caution should be taken to prevent wind exceeds 15 mph. Do not seed between calendar dated from November the drawings burns. to March 1 or from June 1 to September 1. 2 Static electricity charges ore generated on PE pipe by 3. Finish - Screed concrete and trowel with a steel friction, particularly during the handling of pipe in storage, 2. Protect seeded areas against erosion by spreading anti - erosion mulch after trowel to a hard dense surface after Surface water has disappeared. Apply medium broom shipping and installation. The flow of air or gas contoining dust or scale will also build up significant static charges, as completion of seeding operations. Spread uniformly to form a continuous finish and scribe control joints at 5 foot spacing will the flow of dry materials through the pipe. These charges blanket not less than 1 %z" loose measurement over seeded areas. Provide 1/2" expansion joints where sidewalks are a safety hazard, particularly in areas where there is intersect, and at a maximum spacing of 48 feet leaking gas or a flammable /explosive atmosphere. 3. Anchor mulch by spraying with asphalt emulsion at the rate of 10 to 13 gallons between expansion pints. Coiled PE pipe may contain energy as in a spring. 3. per 1000 sq. ft. Take precautions to prevent damage or staining or G. Curing Concrete -- Except as otherwise specified, cure all Uncontrolled release by cutting straps, etc. can result in dangerous uncontrolled forces. Exercise appropriate safety construction or other plantings adjacent to mulched areas. concrete by one of tho methods described in Section 501 precautions and use proper equipment. 17 of the Indiana Department of Transportation Specifications, latest revision. 4. PE pipe is impact resistant. Any hitting of the pipe with an 4. SCHEDULE OF GRASS SEED MIXTURE instrument, such as a hammer, may result in uncontrolled Mixture For sunny to partial shade areas: H. Concrete Curing Compound - All exterior concreto shall be rebound. E. All final connections to Lift Station /Force Mai n Menholes must Proportion Min.% Min.% coated with curing compound complying with ASTM C 309 , TYPE 1 -D, class A. not be completed until all PE materials have reached equilibrium Max.% conditions (average ground temperature, etc.). By Weight Common Name Botanical Name Germ. Pure Sd. Weed Sd. J. Concrete Testing - Concrete testing shall meet the requirements established for structural concrete to be used 4. FITTINGS 45% Kentucky Poo pratensis 80 85 0.50 in building on this site Bluegrass Fittings shall be cast iron of ductile iron conforming to ANSI 30% Chewings Festuca rubra 85 98 0.50 4. HERBICIDE TREATMENT Specification ABBE.10 -1971 (A C110 -71). Fittings shall be Red Fescue 20% Perennial Lolium Perenne A. Provide and apply commercial chemical for weed control In designed and manufactured for a pressure rating of 250 psi. Fittings shall be tar - coated and shall be cement -lined ```%%% ``� i i i i'' �,�,//'' ` .`�AN C� ,�' 90 98 0.50 paved areas Chemical shall be registered by the environmental in accordance with ANSI Specification ABBE.4 -1974 (A 0104- \ �j Ryegrass Pennfine' 5% Redtop protection agency and supplied In granular, liquid or wettable powder form. 74). Fittings joints shall be mechanical joints conforming to ,� :9�.... o�STE,b, - -. 6) ' Agostis alba 85 92 1.00 ANSI Specification ABBE.11 -1972 (A C11 -72). ; V�:; Q` No O '•... S '`t 5. Sowing Rate: Sow grass seed at the following rate - 200 Ibs /acre. B. Apply according to manufactures specifications. • _ 910326 5. WHEEL STOPS 1 = '. STATE OF �v , The following formula shall be used to determine the amount of commercial seed required to provide in each kind of seed the s ecified P A, Wheel Stops - 2,500 -psi compressive strength precast, air - entrained NDIAN.• . ;��' quantities of pure live seed. concrete, approximately 6 inches high a inches wide, and 7 feet long. Provide chamfered corners and g ••• . Gam` S,S , '�,, "NAL ",,.� Pure Live Seed x 100% x 100% = Pounds Commercial drainage slots on underside. " Purity x Germination Seeds Required 6. PAVEMENT MARKING PAINT �% 6. Commercial Fertilizer: Complete fertilizer of neutral character, with some A. Pavement Marking Paint - Alkyd -resin type, ready -mixed C T;� elements derived from organic sources and containing following percentages complying with AASHTO M 248, TYPE 1. 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; at least 50% of nitrogen to be organic form. NO. Date Revision B-3 SPECIFICATIONS Date A vIDGER �>>,, 7,,; ; N_ _ _ NFORESTAL Job o. __ __ /I IS E STATES 7 0 - 0,') 107 S. Meridian St., Ste. 201 CARMEL CLAY TOWNSHIP -- - - - - -- -,------ ----.--- - - - -- - -- - HAMILTON COUNTY Scale INDIANA Lebanon, IN 46052 Design By Drawn By v V E Checked By Approved By - - - - -- - -- - - - - (765) 485 -0000 CCB TJW _ CCB CCB Sheet No. 0703 [-`I ' � !.-'--3 � . l ,n, : l l ? f_,, r l r_, �,_. L - .:_, l � rE'Y ,,:� � �;] ,:d C1.•1'~� d ? L ,,_; -,, l - .Y: - :ri i °06 �0. C EX. 4" SILVER MAPLE EX. 4" SILVER MAPLE EX. 6" MULBERRY -EX. 6" HONEYSUCKLE _ EX. 4" CHERRY ``i 11111111 /�'' � . ST . O _ N0. _ 910326 �O STATE OF '''�/lillil111111 . C. NOTE: ALL TREES WITHIN 15' OF BUILD LIMITS ARE SUBJECT TO REMOVAL BY HOUSE PLANS. TREES WITHIN PAVEMENT AREAS & UTILITY INSTALLATION AREAS WILL BE REMOVED. N OTE: TREES WITHIN THE PRESERVATION LIMITS WILL BE SAVED UNLESS THEY ARE: DISEASED, DEAD, DISFIGURED OR IN THE WAY OF THE UTILITY LINES. NOTE: TREES IN THE CONSERVATION AREAS SHALL HAVE SNOW FENCE PLACED AROUND THE TREES REMAIN. Q zsj O O O L ``i 11111111 /�'' � . ST . O _ N0. _ 910326 �O STATE OF '''�/lillil111111 . C. NOTE: ALL TREES WITHIN 15' OF BUILD LIMITS ARE SUBJECT TO REMOVAL BY HOUSE PLANS. TREES WITHIN PAVEMENT AREAS & UTILITY INSTALLATION AREAS WILL BE REMOVED. N OTE: TREES WITHIN THE PRESERVATION LIMITS WILL BE SAVED UNLESS THEY ARE: DISEASED, DEAD, DISFIGURED OR IN THE WAY OF THE UTILITY LINES. NOTE: TREES IN THE CONSERVATION AREAS SHALL HAVE SNOW FENCE PLACED AROUND THE TREES REMAIN. "�� 3SV 2 EA 4 SH LANDSCAPE PLAN " = 30' 1 QR N 0 N 0 �0 wo w 0 � I Un o 0 Me <U _ �-• N r- I z � >-Uo 0 rn o N-)z I Li IL s s N QC I 3" LAYER OF SHREDDED HARDWOOD BARK MULCH ROOT FLARE MUST BE --\ PLANTED AT OR NEAR LEVEL) EARTH SAUCER FIN. GRADE 6 -I I i— III — III —I I I- 11 =f I -1 I I MIN N. =I 11 =1 I -1 11 =1 11 =1 = ill,��lll��lllllllllllll 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 HEAVILY. = INSTALL FERTILIZER TABLETS OR SPIKES T67-1 I I —_ I 11 =1 11 =1 11= I 1 �BACKFILL TO BE 75% OIL & 25% PEATMOSS ED TO PREVENT LEMENT. SHRUB PLANTING DETAIL NTS CONIFER TREE PLANTING NITS Legend Shade Tree � n Ornamental 4 = Coniferous Tree Shrub C, -, -, q ' ............ • ; N0. 910326 _= STATE OF AND I ANk �`SS�,� . ' �0NAk- �- NERAL NOTES: Evergreen trees over 30" in height :111 be guyed. Remove top 1/3 of burlap on root I. Remove wire basket completely. Provide plastic or metal flags on wires in or near sidewalks. Use as shown on plans. yin system: 3 per tree e�ally spaced. x Z hardwoord stakes, 1 / 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. th of pit to be three es ball diameter. avated soil or topsoil backfill. root ball on undisturbed soil "cone" bottom of pit. DETAIL 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 --, X1111,1111, ,, will, = III = III =III- —1 I =1 I I —III 12" =1 I I =1 I I =1i MIN II,,�IIII�IIiilll SOIL BACKFILL TO BE 75% TOPSOIL & 25% PEAT (TAMPED) REMOVE BINDING 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. ROOT FLARE MUST BE PLANTED AT OR NEAR LEVEL) 3" LAYER OF SHEDDED HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER J2" 111 -111= 1111 =11 NOTE: STAKE & GUY II' TREES AS SHOWN IF AMAX. SITE CONDITIONS DICTATE EXISTING SUBSOIL OR COMPACTED BACKFILL DECIDUOUS TREE PLANTING DETAIL Ns PLANT SCHEDULE K. 1 3 a i t i.� 3,' It i t �t,�o �,t ' i it i i rk+� A Name i nc e- EtEi�t J s ^a e t ::� ;t.... 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R, i L I 2> E33,,, 3 Burr 3:s ;c s" Exit £ ' �qy } 22 >,. .r 3as.i~t43 >i► 4 �{ }j ?ie E No. Date Revision & 10/01/07 REV. SAN. & LANDSCAPE C7x El R IE TOT C-I1�T -E -E I.I1"NZG- 107 S. Meridian St., Ste. 201 Lebanon, IN 46052 (765) 485 -0000 LANDSCAPE PLAN AND DETAILS Date 09j17/2001 FORESTAL ESTATES —ob " 07 -034 CARMEL CLAY TOWNSHIP HAMILTON COUNTY SC8Ie INDIANA „= z r) Design By Drawn By Checked By Approved By - ---------------------- - - - - -- CCB TJW CCB CCB Sheet No. 2 Of 2 0 • 1 L jI F s:•'I s•_' F Y' F � �' � i I 'J �� i ' � 'I f �> (� � 4 :y: :y: