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12100014-15.01
OWNER /SUBDIVIDER: JEFFREY J. GREN 12130 THICKET HILL CIRCLE CARMEL, IN 46033 INST. 2011036743 (317)989 -1681 SURVEYOR: s WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46280 TELEPHONE: (317) 846 -6611 CONTACT PERSON: BRADY KUHN DATE: OCTOBER 12, 2012 0 NUMBER OF LOTS = 2 Docket TOTAL ACRES = 1.734 Ac.f ZONING — S -1 7 w N III LEGEND S "II q EX. SAN. M.H. ss °, BRASS OR ALUM. PLUG FOUND /SET LEI INDICATOR POST & VALVE 0 ELECTRIC PEDESTAL q TELEPHONE JUNCTION BOX ,� TRAFFIC CONTROL JUNCTION BOX "=30' T.C.901.14 CONC. MONUMENT FOUND /SET Y1 FIRE HYDRANT ELECTRICAL RISER TELEPHONE MANHOLE SCALE: 1 1NV.894.84(12 "PVC N) o /OO COPPERWELD FOUND /SET El SPRINKLER CONTROL BOX (B MANHOLE (OTHER OR UNIDENTIFIED) INV.894.79(12 "PVC S) II 2/X CUT 'X' FOUND /SET ►� SPRINKLER CONTROL VALVE '0 FLOOD LIGHT 0 TELEPHONE PEDESTAL Q TRAFFIC CONTROL MANHOLE El WELL HEAD � GUY ANCHOR 0 TELEPHONE RISER ® PETROLEUM PIPELINE MARKER II � HARRISON MONUMENT FOUND O WATER METER � ELECTRIC JUNCTION BOX O� STORM CLEANOUT ��� 0 15 30 60 ®FlBm FIBER OP71C MARKER GRAPHIC SCALE (FEET) II O/O IRON PIN FOUND /SET WATER VALVE ORNAMENTAL LIGHT ® BEEHIVE INLET EIf- TRAFFIC SIGNAL POLE O IRON PIPE FOUND O GAS METER LIGHT POLE ® CURB INLET O BOLLARD II O�O PK OR MAC NAIL FOUND /SET X GAS VALVE LIGHT STAND ® ROUND INLET CC--> FLAG POLE a' �/e RR SPIKE FOUND /SET ®r GAS PIPELINE MARKER ® ® SQUARE INLET II O ELECTRIC MANHOLE O STORM' MANHOLE 0 POST II N RIGHT OF WAY MONUMENT FOUND � ELECTIC CONTROL BOX O� SANITARY SEWER CLEANOUT SIGN ® STONE FOUND UTIUTY POLE II ® ELECTRIC METER @ SANITARY SEWER MANHOLE �' PARKING WHEEL STOP ® OTHER MONUMENT ® TRANSFORMER � UTILITY POLE W/ LIGHT p CAN PEDESTAL "� AIR CONDITIONER II E(A) E(A) AERIAL ELECTRIC UTILITY POLE W/ TRANSFORMER CAN JUNCTION BOX ik HANDICAPPED SPACE II T(A) T(A) AERIAL TELEPHONE UTILITY POLE W/ LIGHT & TRANS. OO cp CLEANOUT (OTHER) OGp GATE POST II T(U) T(U) UNDGERGROUND TELEPHONE se SOIL BORING HOLE II E(U) E(U) UNDGERGROUND ELECTRIC (M) MEASURED DIMENSION CMP CORRUGATED METAL PIPE (R) RECORD DIMENSION RCP REINFORCED CONCRETE PIPE VCP VITRIFIED CLAY PIPE II UNDERGROUND GAS w W UNDERGROUND WATER (P) PLATTED DIMENSION PVC POLYVINYL CHLORIDE PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE a II CPP CORR 4 -N.E. CORNER W. 112, S.E. 114 SEC. 21, T.18N.,R.3E. (ESTAB. FROM MATHEMATICAL SPLIT FROM PRIOR W.E.I. SURVEY JOB NO. 94 -639 & SADDLE CREEK SECTIONS 2 & 3 PLATS) IN q2 CATV(U) CAN(U) -- UNDERGROUND CABLE TELEVISION (C) CALCULATED DIMENSION UGATED PLASTIC PIPE DIP DUCTILE IRON PIPE ' 0 0 — — — RIGHT OF WAY LINE LOT NUMBER \ N II 2 W CHAIN LINK FENCE CONIFEROUS TREE x DECIDUOUS TREE II N � 11 0 � BOARD FENCE L 41 a v x 0 x FARM FENCE SHRUB I I \ N o I " " " FLOW LINE I I 3 :; 4 ¢° � BSL - BUILDING SETBACK LINE II Z 00 o V D.U. & S.E. = DRAINAGE, UTILITY &SEWER EASEMENT U N o II N Ad .- MP BEST MANAGEMENT PRACTICE EASEMENT Q w o° Z z Q- 5/8" x 24" REBAR SET W /CAP I( W N Z� Z I 43 MARKED "WEIHE ENGR 0012" (TO BE) SET N F O 8 - 4 "x4" CONCRETE MONUMENT (TO BE) SET MFPG = MINIMUM FLOOD PROTECTION GRADE CHAR ES a� 0 U io /iii /i / / / / / / /o, i////////////////////// r�� „,,;,,,,i / / / / / / / / / / / / / / / / / / /// /ice„ „d / / / /r, �/ /i / /i%%%iw .. 0OWN Y Yi/ 1w, „H43 ' a I'-o , /fir "'°"'_ / /' all r,:%% �•�'/ ,T�, r yir`' iihscssex j y y / /! „o, I'd , r / 4�, r / 1, t I ! P I ` ,: ,�3 y! �. . 1j. �i `; Volt Re R PARK” GRENS ' IRE %' '!, y �. �. ' Z" ' r / 24 /211 IY !i/ r r r %ijjr rs y/ LOCH TION MAP CAUTIONU THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION X01 X L J. METER & KAREN T. METER INSTR. x x 1200300054532 X � S -1 ZONING x X �CO10 i i X { / OCO h f II I ,� ° EAST(R)- 258.00'(R &M) X�g 991 �0�' 01h '00'00"E(M) II I x �° N90 > 10 io 5' 8985 y ; II ,g80 `— 899.6 O ��D�OOrE 129.00 °�,� c.o�.. Y . . ,�.�• ,.,_.,,-.,--., �•,. ���- �..- �.- ��...�- o,�N94-'44•�4 129.00 DTR 30” " PROPOSED 6 SANITARY LATERAL o, DTR 24" xDTR 24'-7 °. — — — x� p� D (45' .DRAINAGE UTILITY AND SANITARY SEWER EA MENTII `-� x DTR 10' DTR 0" . DTR 12" �DTI�12 "�> �" — �g� <1 DTR 12 DTR �" .x% DTR 12" x` ` " { `L f�GE' QTR 1 DTR 12" t i2 w �. OF rR DTR 12' ; .x DTR b" :°' _ wE�S TR 14' � _ _..�•�'-/"/ -.' 6'9� 2C� `( ° ,f Ij 3 2 j 1 O- 1 � ��� .,.._� /-''� 1' a SANITARY SEWER W� j { I �` 1' EASEMENT PER INSTR. SANDERS 0, �O� 0°'�1 .x` DTR 18" �g16 �j 0 �` Q X x� x x I I rn: ¢ Z #2007058340 INSTR. 1200400043688 a DTR to v < I 7 i co g01� o DTR 8 "� �, Z Q 44 N cc x e ` I I o 1 S -1 ZONING 2 ( o o 6 4 `x� DTR 12 (j ��' DTR 60" OAK DTR 18" x ` "� DTR 10" Y { x `x . O x 1 EN DTR 10" I °lX�'0°' 6 I X { r �x� D1R 12 L �j4J ( S 4 54�E 15. U ,�� ass �0 y ��`'' 9� 10 UTILITY EASEMENT PER 0 DTR 8" 0°' ( PLAT) k G A. X X FFREY J. GREN & x JULIA H GREN ' 9cF F 4• ¢ ,G // �8974'S4" pp' t i Ooh 10 UTIUTY EASEMENT (PER PLAT) F y W INSTR. 2011036743 �Qi --�- 9s sF r X � �� .x DTR 10" / i 1'`"�' '� i - / / 6• EX. SAN. M. H. SADDLE CREEK _ r T W ho ( 1 6� 0.h �� 000 / / r�'� �0 T.C.895.58 SECTION TWO co X> ° X x X N- / _�� _ s9s. ' PLAT CA A B. N0. 1, SUDS 729 �y fig. o y ¢ � x ```-,. % x %� �? O 1s i EX. SAN. M.H. INSTR. #9644061 \ C/L ROY CHARLES J. METER do ' T. C.896.68 J _ r AL SADDLE DRIVE KAREN T. METER INSTR. -� j t c� r L 1 c� / r ? N — — 1200300054532 � Z I O / LOT Q I ao i� INV.883.83(12 PVC N) \ 9 � I / I W �1 '� » Q 37,11°1 SQ. FT. :'� i 37,111 FT. r N r< = ��h' I INV.883.78(12 PVC E) S -1 ZONING" I I ° ►� c o > PR POSED HOME SITE I ° / z > DOSE HOME SITE ) (NO P D) N PAD z ° I ( Q En = o x; �1� - _ I W �_ •- M.F.F. - 900.0+ — ° 25 I � 1 0 E / O 96 1 ! I 1� .F.�'�.5 I 899• - Q I f ° xaq 24 .F.P. .— 898 5 61 4 x X 0I 0 x� 0�0 x DTR 9" �0,�1 }}O 9�' I x (� I �g0 �h g6 0 � I I X ' t 1 .p 8" X0.7'0�� I , x # L S -1 ZONING _j O , ! 1} DTR 12" .1 x 0 Ac LU 1 ' 1 0°'1 ; °D `DTR 12" a Og� BECHERT * , DTR 30" 8 W W if INSTR. 1200000007466 x �° x x�° ) °°` o° w S -1 ZONING # >� x �°° z V) 1' o G LEGAL DESCRIPTION A portion of the West Half of the Southeast Quarter of Section 21, Township 18 North, Range 3 East, in Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning at the Southeast corner of the West Half of the Southeast Quarter of Section 21, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana; thence West along the South line of said Half Quarter Section 258.0 feet; thence North parallel with the East line of said Half Quarter Section 337.7 feet; thence East parallel with the South line of said Half Quarter section 258.0 feet to the East line of said Half Quarter section; thence south along the East line of said Half Quarter section 337.7 feet to the point of beginning, containing 2.0 acres, more or less. I hereby certify that this preliminary plat was prepared under my direction. Dated October 18, 2012 \\��11111111//T Q Brad y Kuhn Registered L = Re g and Surveyor No. 20500007 = 007-` _ _ State of Indiana �$ATE of �\ - ./VDIANP- SUR�,� NOTES ��rrrlll►►111` IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED R /W. BMP'S USED FOR THIS SITE: A. Filter Strips B. Infiltration Trench 0 3 v g r Z M W co a C) N i a 0 E a o E d c rn u? v Z N N co N c> o N N O 3 •� No_Q C). — o E 04 " =Wo _r Z V) m 0 °�° �Soa FRONT YARD SETBACK: NEW BUILDINGS MUST FOLLOW THE DOMINANT OR AVERAGE FRONT YARD SETBACK DIMENSION OF EXISTING BUILDINGS ON THE SAME BLOCK AND ON THE SAME SIDE OF THE STREET, WITH A VARIATION OF UP TO THREE (3) FEET ALLOWED. DTR 8 " END SMUON c y� Y 30 a i�V►0 l / IN C Ox RISER > x 5 TRENCH . =893.8 . . .. . ...... tK 1 o, \ X °. 441 l: e 7 6 r �•" 6� 3.22 c"s 0 0' 1 1 0 6 9 9� 1 X �� 0 h �0�' � �r -DTR 10` "12" k 6 v C�h > 4j• N �. INV � 0 �o 6 1 y �� rx b 1 E° T PER INSTR. 33 C/L 30' G LINE EASEMENT Cb 4 x' o o� \- � -29332 _ APPROX. EXIST, IN 95 -22426 —� _ g ti ti 06��896 6.008 0, 06� g�0 60 11 5 �� h° 1� g'L x -��`� Imo- I o. �9..: - °y q C/L 136th STREE 1 ° x� °�. ASPHALT ROADWAY e� -\-'o 6 N90.00'00 "W 2675.24' ag589'L� - �.9�' 2 �1 e�� ��h �s ��h 894 ° a°c' °°i'� 9g. 1 �. IV lb S.W. CORNER S.E. 114 ��'`' 9N X yam —.7 _ a-� ._- •.--�' 0• �"9 ���"' �%� °89.1...... - - - - -- � .................... _ �� SEC. 21, T.18N.,R.3E 0� S. W. CORNER S.W. 114 x _ 0 ALMOND d17°C�! MA TNEMA T1CAL SPLIT 43 .,��� ,..,.�..._....�. --. �• --.-. $s��•�- ---�0-- ~••-- �-- •V -.... SEC 21 T.18N. R.3E. w- •- •- '• --•-- (SEE SURVEYOR'S REPORT) ° p W w x - -eg3? HARRISON MON. FOUND PER �� -" �ti HAMILTON CO. SURVEYOR'S REF'S. x °" x x T.B.M #1 S -1 ZONING 10 1 9 1 8 0 o DTR 12 00 N 1 50' BSL � N _00 10 x 01 es3 I I W r T, W S 1 © APPROX. LOCATION OF THE STULTZ & ��ti, ALMOND REGULATED X ; , END .7GY1111fi - IINE ACCESS /EGRESS EAS 00 W\ DRAIN EASEMENT x ,i Q T 0 (75' STATUTORY EASEMENT AS MEASURED i J SSD 0 0. 0% �`' 30' ' 30 0 0 0 FROM TOP OF BANK ON BOTH SIDES OF ; C.O. RISER j A DITCH) ;: r x +' C. =893.8 TRENCH D* c� N90100'00 2675.24' S.E. CORNER S.E. 114 APPROX. TOP OF BANK ' .......... ;.,, ..::' �-,.� : :." ...: X S'.' OOZ 4 W SEC. 21,T.18N.,R.3E. �Ck ��6 6' o� Know what s below. x °� . a S M - �s 1 -- - a ao 8' SSD Call X before you dig. t�V�i.3+� i ® `D 0 D / 0 3 v g r Z M W co a C) N i a 0 E a o E d c rn u? v Z N N co N c> o N N O 3 •� No_Q C). — o E 04 " =Wo _r Z V) m 0 °�° �Soa FRONT YARD SETBACK: NEW BUILDINGS MUST FOLLOW THE DOMINANT OR AVERAGE FRONT YARD SETBACK DIMENSION OF EXISTING BUILDINGS ON THE SAME BLOCK AND ON THE SAME SIDE OF THE STREET, WITH A VARIATION OF UP TO THREE (3) FEET ALLOWED. DTR 8 " END SMUON c y� Y 30 a i�V►0 l / IN C Ox RISER > x 5 TRENCH . =893.8 . . .. . ...... tK 1 o, \ X °. 441 l: e 7 6 r �•" 6� 3.22 c"s 0 0' 1 1 0 6 9 9� 1 X �� 0 h �0�' � �r -DTR 10` "12" k 6 v C�h > 4j• N �. INV � 0 �o 6 1 y �� rx b 1 E° T PER INSTR. 33 C/L 30' G LINE EASEMENT Cb 4 x' o o� \- � -29332 _ APPROX. EXIST, IN 95 -22426 —� _ g ti ti 06��896 6.008 0, 06� g�0 60 11 5 �� h° 1� g'L x -��`� Imo- I o. �9..: - °y q C/L 136th STREE 1 ° x� °�. ASPHALT ROADWAY e� -\-'o 6 N90.00'00 "W 2675.24' ag589'L� - �.9�' 2 �1 e�� ��h �s ��h 894 ° a°c' °°i'� 9g. 1 �. IV lb S.W. CORNER S.E. 114 ��'`' 9N X yam —.7 _ a-� ._- •.--�' 0• �"9 ���"' �%� °89.1...... - - - - -- � .................... _ �� SEC. 21, T.18N.,R.3E 0� S. W. CORNER S.W. 114 x _ 0 ALMOND d17°C�! MA TNEMA T1CAL SPLIT 43 .,��� ,..,.�..._....�. --. �• --.-. $s��•�- ---�0-- ~••-- �-- •V -.... SEC 21 T.18N. R.3E. w- •- •- '• --•-- (SEE SURVEYOR'S REPORT) ° p W w x - -eg3? HARRISON MON. FOUND PER �� -" �ti HAMILTON CO. SURVEYOR'S REF'S. x °" x x T.B.M #1 S -1 ZONING 10 1 9 1 8 0 5 4 3 2 1 O o 00 N � w L_ � N _00 10 x 01 es3 0°' g°`�� 1 e W r T, W W ti Um 00 W\ x b000 N90''W 1337.651P) _ _— ib �'� 019 °oo, 0°'k °°c' k k• Dc• E— SOUTH LINE S.E. 1/4 — — — — — — 0 0 () C SEC. 21, T.18N., R.3 . E "W A (A W 6 E(A) N90100'00 2675.24' S.E. CORNER S.E. 114 - U) I W SEC. 21,T.18N.,R.3E. a 8 C L- �c . a S M - �s 1 -- - w �°�2 a HARRISON MON. FOUND PER HAMILTON CO. SURVEYOR'S REF'S. �,, °y INIC10 w U ..." 2�J V A S.E. CORNER W. 112, S.E. 114 z¢, i �NM W) It SEC. 21, T.18N.,R.3E ct 9 (ESTAB. FROM SADDLE CREEK PLATS) �=6 CIO ", CIO POINT OF BEGINNING O•ct= - -- IRON PIPE FOUND 2.0' N. & �nb•� �OV 0.6' E OF CALC. CORNER O 5 4 3 2 1 O o 00 N � w L_ � N y; �Lil Q N W r T, W W � Um 00 W\ C) > o w E— C H ' () C U A co 0 _0 ULM 00 \O - U) CD W -0 M J ., 1�0 'zt tn a o INIC10 w U ..." z¢, i �NM W) It w 3 ct 9 �=6 CIO ", CIO x O•ct= - -- �nb•� �OV a O ,-� ►� M 00 M Q 0 o 1", o �; N `c (D L_ A� y; �Lil A N W r T, W W � Um 00 W\ C) W � x E— a H W () C U A co 0 _0 ULM �i - U) CD W -0 M J J 0 o 1", o �; N z o E- cj 00 `I- O A� y; �Lil A N W z N qY � Um 00 W\ 0 W � x E— a A W A U A AI 1 d A w a V Q z Q Z � U U O Q Q zQ Q 2 O � 0 � W 0 >- O QJ U U N WW CN W � 1�l (0 W to W 0� ( Q N a W3 cc CL SHEET NO. )F I PROJECT NO. W12 -0478 jili F OWN IN IN 02101 Bill 0101 01 PH 101 101 111001 1 RON i P 01 NEW. effl®rl ME Poll IN 01 01 01 1111 1 P.Mrezzz, nu 1 ®r 01 NO 101 01 1 IN III .101 ----- 11 ff r f r FAI S SCALE: 1 " =30' 0 15 30 60 GRAPHIC SCALE (FEET) LEGEND BSL - BUILDING SETBACK LINE D.U. & S.E. - DRAINAGE, UTILITY & SEWER EASEMENT BMP - BEST MANAGEMENT PRACTICE EASEMENT Q - 5/8" x 24" REBAR SET W /CAP MARKED "WEIHE ENGR 0012" (TO BE) SET ® - 4 "x4" CONCRETE MONUMENT (TO BE) SET (R) RECORD DIMENSION (M) MEASURED DIMENSION 0000 ADDRESS SETBACK REQUIREMENTS FRONT YARD - 50' MINIMUM SIDE YARD - 10' MINIMUM REAR YARD - 20' MINIMUM (FOR ACCESSORY STRUCTURE SETBACK /REGULATIONS SEE ZONING ORDINANCE CHAPTER 25.01) ZONING CLASSIFICATION S -1 /RESIDENCE 0 w Co a N i v a z a c a U N N i v a / E rn o c ap Ln Z N 0 f 4- N O N 1 N N� Z+N c �t� o =war Z N L;j m �s oa !�'ln:s' -� Lai i 50, dv LOCATION MAP APPROX. LOCATION OF THE STULTZ & ALMOND REGULATED DRAIN EASEMENT (75' STATUTORY EASEMENT AS MEASURED FROM TOP OF BANK ON BOTH SIDES OF DITCH) S. W. CORNER S.E. 1/4 SEC. 21, T.18N.,R.3E. MATHEMATICAL SPLIT- S. W. CORNER S. W. 114 SEC. 21, T.I8N.,R.3E. HARRISON MON. FOUND PER HAMILTON CO. SURVEYOR'S REF'S. N90'00'00 "W 2675.24' y° Off\ o� ADDRESSES: LOT 1 - 1680 136th Street W, Carmel, IN 46032 LOT 2 - 1660 136th Street W, Carmel, IN 46032 CARMEL DOCKET NUMBER: 12100014PP 12100015SP r; t� O o° ~z Of z SECONDAR Y PLA T N90'00'00 "E 129.00' EAST(R)- 258.00'(R &M) N90'00'00 "E(M) 15' DRAINAGE UTILIT* �I I\ I� N.E. CORNER W. 112, S.E. 114 SEC. 21, T.18N.,R.3E. (ESTAB. FROM MATHEMATICAL SPLIT FROM PRIOR W.E.I. SURVEY JOB NO. 94 -639 & SADDLE CREEK SECTIONS 2 & 3 PLATS) N90000'00 "E 129.00' I �I w ZU.UU W f W I � w o I co N p Q LOT 1 w CN 37,111 SQ. FT. :� o 1680 V) _ / I IZ �I I\ I� N.E. CORNER W. 112, S.E. 114 SEC. 21, T.18N.,R.3E. (ESTAB. FROM MATHEMATICAL SPLIT FROM PRIOR W.E.I. SURVEY JOB NO. 94 -639 & SADDLE CREEK SECTIONS 2 & 3 PLATS) N90000'00 "E 129.00' ZU.UU SANITARY SEWER EASEMENT f W 2S20w L'-J L5 n'4 o z >- � o IZo N) p QZ I (n CL L S89 24'54 "E I 15.00' -cl LOT 37,111 SQ. FT. 1660 LN89 24'54 "W 35.00' F W wl N w �I Z Q Z IQ cc Q. i 50' BSL �� 50' BSL IINGRE /EGRESS I w C/) ACCESS EASEMENT to \ a �30' 30'- ---- -� a m m 5 NON– ACCESS EASEMENT -n d- n d- 5' NON– ACCESS EASE N90'00'OO�W 129.0 I ---20' 2 i N90'00'00 "W 129.00' — - -- - - - - - -- — -- - - - - -- ZCA 30 GAS LINE EASEMENT Q PER INSTR. #95 -22426 — — 3 — — 10' WATER LINE EASEMENT Un 45' WATER MAIN EASEMENT PER INSTR. #2005 -29332 `h �'- PER INSTR. #9534802 N WEST(R)- 258.00'(R &M) _ N90'00'00 "W(M) f- Cl L 136th STREET SOUTH LINE S.E. 1/4 SEC. 21, T.18N., R.3E. N90'00'00 "W 2675.24' ---:7 APPROX. TOP OF BANK OF ALMOND DITCH DATE: JANUARY 23, 2013 This instrument prepared for: JEFFREY J. GREN 12130 THICKET HILL CIRCLE CARMEL, IN 46033 INST. 2011036743 (317)989 -1681 N N co O U-) JJ ,0 v / r' W a0 N 00 O N 1 O N 30w J N M Qw° W N Z r, rrj O I Ln `•V O C/) C/ J W W U W L p CV O N N W o O Lo Z_N o JO Z N� U S.E. CORNER S.E. 114 SEC. 21, T.18N.,R.3E. HARRISON MON. FOUND PER HAMILTON CO. SURVEYOR'S REF'S. N90 00'00 "W 1337.65'(PLA T) — — "*'= POINT OF BEGINNING S.E. CORNER W. 112, S.E. 114 SEC. 21, T.18N.,R.3E. (ESTAB. FROM SADDLE CREEK PLATS) This instrument prepared by Brady Kuhn SHEET 1 OF 2 4 WEIHE ENGINEERS Land Surveying i Civil Engineering Landscape Architecture 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net 3171 846 - 6611 800 ( 452 - 6408 317 1 843 - 0546 fax ALLAN H. WEIHE, P.E., L.S. - FOUNDER Y ri Mr. rrr. 12 r. 12.11111.rrr. rr."rrr. agg- Jai g p zrzzzz. ezzzzzz_ 2 MPi.Pi.Pi.Pi UP UP r miff E 0 00 LO PARK GRENSHIRE SECONDARY PLA T LAND DESCRIPTION: PARK GRENSHIRE A portion of the West Half of the Southeast Quarter of Section 21, Township 18 North, Range 3 East, in Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning at the Southeast corner of the West Half of the Southeast Quarter of Section 21, Township 18 North. Range 3 East in Clay Township, Hamilton County, Indiana; thence West along the South line of said Hall'Quarter Section 258.0 feet; thence North parallel with the East line of said Half Quarter Section 337.7 feet; thence East parallel with the South line of said Half Quarter section 258.0 feet to the East line of said Half Quarter section; thence south along the East line of said Half Quarter section 337.7 feet to the point of beginning, containing 10 acres, more or less. REGISTERED LAND SURVEYOR'S CERTIFICATE 1, Brady Kuhn, hereby certify that I am a registered land surveyor, licensed in compliance with the laws of the State of Indiana: This plat is based on a survey prepared by Weihe Engineers, Inc. recorded as Instrument No. in the Office of the Recorder of Hamilton County, Indiana. There has been no change from matters of survey revealed by the cross - referenced survey, or any prior- subdivision plats contained therein, on any lines that are common with this subdivision. That all monuments shown hereon will exist and that the location, sire, type and material arc accurately shown: And that all requirements specified in the Subdivision Ordinance of the City of Carmel have been met. This subdivision contains 2 lots, labeled I and 2 with casements as shown. Date: Brady Kuhn Registerc and Surveyor No. 20500007 State of Indiana COI, 4ISSION CERTIFICATE 101" \ \���ttilllfff��� GjSTER' . e-E F .. No. •.20500007- STATE OF ' '. "9 �NDIANP.••'�� �� SUIR1\\���. Under authority provided by Indiana Code 36 -7 -4 -710 and Ordinances adopted by the Common Council of the City of Carmel, Indiana., this plat was given approval by the City of Carmel as follows: Granted Administrative approval by the Department of Community Services pursuant to Article XI of the Carmel Plan Commission's Rules of Procedure on: , 2013 CARMEL PLAN COMMISSION BY: Michael Hollibaugh Department of Community Services Carmel, Indiana BOARD OF PUBLIC WORKS AND SAFETY CERTIFICATE DEED OF DEDICATION We, the undersigned, Jeffrey J. Gren and Julia H. Gren, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided and do hereby lay off, plat and subdivide said real estate in accordance with the within plat. The subdivision shall be known and designated as PARK GRENSHIRE, an addition to the City of Carmcl, Indiana. All streets and alleys shown and not heretofore dedicated, arc hereby dedicated to the public. There are strips of ground as shown on this plat and marked "Easement ", reserved for the use of public utilities for the installation of water and sewer mains, poles, ducts, lines and wires, subject at all times to the proper authorities and to the easement herein reserved. No permanent structures are to be erected or maintained upon said strips of land, but owners of lots in this subdivision shall take their titles subject to the rights of the public utilities. The foregoing covenants, or restrictions, are to run with the land and shall be binding on all parties and all persons claiming under therm until January 1, 2031, at which time said covenants, or restrictions, shall be automatically extended for successive periods of 10 years unless changed by a vote of a majority of the then owners of the buildings covered by these covenants, or restrictions, in whole or in part. Invalidation of any one of the foregoing covenants or restrictions, by judgment or court order, shall in no way affect any of the other covenants or restrictions, which shall remain in full force and effect. The right to enforce these provisions by injunction, together with the right to cause the removal, by due process of law, of any structure or part thereof erected or maintained in violation hereof, is hereby dedicated to the public, and reserved to the several owners of the several lots in this subdivision and to their heirs and assigns. Witness my hand and seal this 2-5 day of 2013. Owner i Subdivider: Jeffrey J. Gren and Julia H. Gren Jeffrey J. Gren Julia H. Gre STATE OF INDIANA ) ) SS: COUNTY OF HAMILTON ) Before me the undersigned Notary Public, in and for said County and State, personally appeared Jeffrey J. Gren and Julia. H. Grcn, wlro acknowlcdgcd the execution of the foregoing instrument as Director his voluntary act and decd, for the purposes therein expressed. Witness my hand and seal this Z3 day of 2013. 1 Notary Public This plat was given approval by the Board of Public Works and Safety of the City of Carmcl, Indiana, at a meeting held: James Brainard, Mayor Lori Watson, Member .%Iary Ann Burke, Member Diana Cordray, Clerk- Treasurer s � N - � M N � O^ � O = a 0 'w �r (n XL:j m . 2013 'Mv commission expires: County of residence I ANITA F. BLACKMOND Notary Public, state of Indiana Madison County _.4 Commission # 545476 My Commission Expires December 27, 2013 I affirm, under the penalties for perjury. that I have taken reasonable care to redact each Social Security Number in this document, unless required by law. Brady Kuhn. This instrument was prepared by: Brady Kuhn, Wcihe Engineers, Inc. DATE: JANUARY 23, 2013 This instrument prepared by Brady Kuhn SHEET 2 OF 2 This instrument prepared for: JEFFREY J. GREN 12130 THICKET HILL CIRCLE CARMEL, IN 46033 INST. 2011036743 (317)989 -1681 E-1,111WEIHE ENGINEERS Land Surveying I Civil Engineering Landscape Architecture 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net 317 1 846 - 6611 800 1 452 - 6408 317 1 843 - 0546 fax ALLAN H. WEIHE, P.E., L.S. - FOUNDER L mew i���� c p� c- 0 Eel U 10 1 9 1 8 GENERAL NOTES- 1 ) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 1 1) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057CO205F AND 18057CO206F, DATED FEBRUARY 19, 2003. 13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES NOT CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 1990. 15) ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PER - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY. 16.) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY. OPERATING AUTHORITIES HAMILTON COUNTY HEALTH DEAPARTMENT HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 NOBLESVILLE, INDIANA 46060 -2229 JASON LEMASTER 317 - 776 -8500 CARMEL CITY UTILITIES 760 3RD AVENUE S.W. CARMEL, INDIANA 46032 JOHN DUFFY 317- 571 -2443 HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE, SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, INDIANA 46060 GREG HOYES 317 - 776 -8495 BRIGHTHOUSE NETWORKS 3030 ROOSEVELT AVE INDIANAPOLIS, IN 46218 JASON KIRKMAN 317 - 632 -9077 EXT. 291 9 7 5 P �11� K GAl: 16 6 0 W 1401 13 6 T6_1 I.- STREI....T CA "El..j 1,,_N131.ANA 46032 CITY OF CARMEL �,x n 31 ONE CIVIC SQUARE C100 CARMEL, IN 46032 C200 ASSISTANT PLANNER: ANGIE CONN 69 sew w li5 317 - 571 -2417 C300 DEPT. OF ENGINEERING: GARY DUNCAN C500 317- 571 -2441 C501 ASSIST. BUILDING COMMISSIONER: BILL HOHLT 317- 571 -2444 > UQ CITY OF CARMEL FIRE DEPARTMENT 74 p • .00n S 70 TWO CIVIC SQUARE O CARMEL, INDIANA 46032 �cd CHRIS ELLISON � g � cr+ Boas e� s 65 •S"x 317- 571 -2600 Z CLAY TOWNSHIP REGIONAL WASTE DISTRICT LL 10701 N. COLLEGE AVENUE, SUITE A 267 3 71 snmco,r< xo INDIANAPOLIS, IN 46280 -1098 M N RYAN HARTMAN � N 317 - 844 -9200 � o > T 0 J V o � : _o U w 0 sm� crrosswc m � 66 . W Co Z - o�;W a0�o %�c mt k C. Q Q J _l_ -, GL. - - p 10 HAMILTON COUNTY HEALTH DEAPARTMENT HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 NOBLESVILLE, INDIANA 46060 -2229 JASON LEMASTER 317 - 776 -8500 CARMEL CITY UTILITIES 760 3RD AVENUE S.W. CARMEL, INDIANA 46032 JOHN DUFFY 317- 571 -2443 HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE, SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, INDIANA 46060 GREG HOYES 317 - 776 -8495 BRIGHTHOUSE NETWORKS 3030 ROOSEVELT AVE INDIANAPOLIS, IN 46218 JASON KIRKMAN 317 - 632 -9077 EXT. 291 9 7 5 P �11� K GAl: 16 6 0 W 1401 13 6 T6_1 I.- STREI....T CA "El..j 1,,_N131.ANA 46032 PERMANENT BENCHMARK HAMILTON COUNTY DISK AT THE NORTH END OF THE EAST HEADWALL OF DITCH ROAD OVER HENLEY CREEK. ELEVATION - 888.34 NA VD 88 TEMPORARY BENCHMARK MAG NAIL SET IN UTILITY POLE (1' UP) LOCATED 4' SOUTH OF SOUTH EDGE PAVEMENT OF 136TH STREET AND 165' EAST OF 8' CULVERT FOR ALMOND DITCH UNDER 136TH STREET. ELEVATION - 895.22 NA VD 88 DESIGN DATA: TOTAL ACREAGE: 2.00 ACRES ± DUKE ENERGY 16475 SOUTHPORK DRIVE WESTFIELD, INDIANA 46074 SHIRELY HUNTER 317-896-6711 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, INDIANA 46061 -1700 JOANIE CLARK 317 - 776 -5532 8 4 -jZ PROJECT LOCATION -)Z PROJECT LOCATION PLANS PREPARED BY WEIHE ENGINEERS, INC. 70505 N. COLLEGE AVE. INDIANAPOLIS, IN 96280 TELEPHONE: (377) 846 -6677 FAX: (377) 893 -0596 PROJECT MANAGER: EDWARD E. FLEMING Fleminge @weihe. net SURVEYOR: BRADY KUHN Kuhnb @we tihe. net 7 1 6 1 5 3 2 S HEET INDEX SHEET NO. DESCRIPTION �,x n 31 TITLE SHEET C100 �n rn 3ws 37 i31 21 z C200 STORMWATER POLLUTION PREVENTION PLAN PHASE 69 sew w li5 STORMWATER POLLUTION PREVENTION DETAILS & SPECS. C300 B61H Sf BETM ST �n o Y s 9 65 c "s x rti 67 71 C500 UTILITY SPECIFICATIONS C501 CONSTRUCTION DETAILS > UQ L) 74 p • .00n S 70 O O xn 267 u�nvn Maw•, ,,, n. 40 �cd I--1 � g � cr+ Boas e� s 65 •S"x �I C Z 165 40 70 65 LL M 267 3 71 snmco,r< xo Z W 2 � �� 00 IQ g 37 31 135 J � sm� crrosswc m � 66 J 267 Y PROJECT LOCATION %�c mt k V I NCI ATI T Y 11,41P PERMANENT BENCHMARK HAMILTON COUNTY DISK AT THE NORTH END OF THE EAST HEADWALL OF DITCH ROAD OVER HENLEY CREEK. ELEVATION - 888.34 NA VD 88 TEMPORARY BENCHMARK MAG NAIL SET IN UTILITY POLE (1' UP) LOCATED 4' SOUTH OF SOUTH EDGE PAVEMENT OF 136TH STREET AND 165' EAST OF 8' CULVERT FOR ALMOND DITCH UNDER 136TH STREET. ELEVATION - 895.22 NA VD 88 DESIGN DATA: TOTAL ACREAGE: 2.00 ACRES ± DUKE ENERGY 16475 SOUTHPORK DRIVE WESTFIELD, INDIANA 46074 SHIRELY HUNTER 317-896-6711 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, INDIANA 46061 -1700 JOANIE CLARK 317 - 776 -5532 8 4 -jZ PROJECT LOCATION -)Z PROJECT LOCATION PLANS PREPARED BY WEIHE ENGINEERS, INC. 70505 N. COLLEGE AVE. INDIANAPOLIS, IN 96280 TELEPHONE: (377) 846 -6677 FAX: (377) 893 -0596 PROJECT MANAGER: EDWARD E. FLEMING Fleminge @weihe. net SURVEYOR: BRADY KUHN Kuhnb @we tihe. net 7 1 6 1 5 3 2 S HEET INDEX SHEET NO. DESCRIPTION C001 TITLE SHEET C100 EXISTING CONDITIONS (A. L. T.A. SURVEY) C200 STORMWATER POLLUTION PREVENTION PLAN PHASE C201 -202 STORMWATER POLLUTION PREVENTION DETAILS & SPECS. C300 DEVELOPMENT PLAN C500 UTILITY SPECIFICATIONS C501 CONSTRUCTION DETAILS PLANS PREPARED FOR JEFFER Y J. GREN 12130 THICKET HILL CIRCLE CARMEL, IN 46033 TELEPHONE: 317-989-1681 CONTACT PERSON. JEFF & JULIE GREN 1 Know what's below. Cal I before you dig. Within Indiana Call 811 or 800 - 382 -5544 24 Hours a Day, 7 Days o Week. PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CONSTRUCTION PLANS -DATED 10/18/2012 O � 00 W � cV O U N W z — > UQ L) cd O O � �cd I--1 0 N �I C Z (,n LL M �� Z W ca � �� 00 - cu J � �O�t J z %�c mt k a � o p a w U •~ x z M � V) � 3 � d P. 12l c.> 00 00 x U A z O M 00 M Q W F w a A z z 0 S HI f4�' %,0 0. \.����� \ST ER•• , > N *AEI3 *= OF �ONAL��� JAMES E. SHIELDS JR. P.E. 10201333 2 C4 0 w Q w a w a SHEET NO U CD N � C •C U N W W = — > UQ L) O w � I--1 0 N �I C Z (,n LL M z3 E3 � Z W ca 0 0 W - cu J J W F w a A z z 0 S HI f4�' %,0 0. \.����� \ST ER•• , > N *AEI3 *= OF �ONAL��� JAMES E. SHIELDS JR. P.E. 10201333 2 C4 0 w Q w a w a SHEET NO U 1 -- N 00 O w W 0 N Z (,n LL M V) Ld F'N� d ww W Q - w� z z � o a w x o d d P. 12l c.> A gza U A W F w a A z z 0 S HI f4�' %,0 0. \.����� \ST ER•• , > N *AEI3 *= OF �ONAL��� JAMES E. SHIELDS JR. P.E. 10201333 2 C4 0 w Q w a w a SHEET NO U PROJECT NO. W12 -0478 d 0 d M d d 0 Z2 w W o U 0 W � o PROJECT NO. W12 -0478 3 a cn z O F- 0 Z 0 U x w 0 0 U v a U E Ld a L 0 N O O N N N r- 0 v o� o -__o cn w m Z �o a�- W QO wF- U0 O or_ 0 l:I U w., 0 'I U 4 y � LEGEND ®�® BRASS OR ALUM. PLUG FOUND /SET IJ INDICATOR POST & VALVE El ELECTRIC PEDESTAL D TELEPHONE JUNCTION BOX TRAFFIC CONTROL JUNCTION BOX E/® CONC. MONUMENT FOUND /SET )3r FIRE HYDRANT ELECTRICAL RISER O TELEPHONE MANHOLE e MANHOLE (OTHER OR UNIDENTIFIED) ® SPRINKLER CONTROL BOX 0/0 COPPERWELD FOUND /SET xX FLOOD LIGHT El TELEPHONE PEDESTAL & TRAFFIC CONTROL MANHOLE ►� SPRINKLER CONTROL VALVE ® PETROLEUM PIPELINE MARKER K/X CUT 'X' FOUND /SET 0 WELL HEAD D - GUY ANCHOR (5 TELEPHONE RISER PEfRO i r � HARRISON MONUMENT FOUND � ELECTRIC JUNCTION BOX O STORM CLEANOUT ® FIBER OPTIC MARKER 10 X 0�. I I o O WATER METER JCT (D BEEHIVE INLET Fl8a X x 00 1 O/© IRON PIN FOUND /SET ICI WATER VALVE ORNAMENTAL LIGHT EF TRAFFIC SIGNAL POLE �� O IRON PIPE FOUND O GAS METER ® CURB INLET OBa BOLLARD I I LIGHT POLE ® ROUND INLET co �j (� OH© PK OR MAG NAIL FOUND /SET X GAS VALVE (j) LIGHT STAND ® SQUARE INLET (D[--> FLAG POLE j � ♦ RR SPIKE FOUND /SET ®GAS GAS PIPELINE MARKER E STORM MANHOLE n POST � Q ELECTRIC MANHOLE ST �_ EXISTING TREES TO REMAIN __ - EXISTING TREES _ I I �Q ® RIGHT OF WAY MONUMENT FOUND E ELECTIC CONTROL BOX SANITARY SEWER CLEANOUT SIGN E A S T R 2 5 8.0 0 ( 8 &� M� JCT UTILITY POLE SS ADD TREE PROTECTION TO BE REMOVED ) ` ) p� ® STONE FOUND 1 ELECTRIC METER SS SANITARY SEWER MANHOLE PARKING WHEEL STOP �� ( 0�. 1� ' " M '� I I �,°' (' (b OTHER MONUMENT UTILITY POLE W/ LIGHT H CAN PEDESTAL ^� AIR CONDITIONER o FENCE AS SHOWN) �� N 9 0 0 0 0 0 E( ) I I .80 ® TRANSFORMER # UTILITY POLE W/ TRANSFORMER CAN JUNCTION BOX HANDICAPPED SPACE E(AY E(A) AERIAL ELECTRIC �T 8 UTILITY POLE W LIGHT & TRANS. OCo CLEANOUT (OTHER) O� GATE POST ,,_`- ' � • 8 I I � r(A) T(A) AERIAL TELEPHONE / ® SOIL BORING HOLE 89 0 '9. T(U) T(U) UNDGERGROUND TELEPHONE (M) MEASURED DIMENSION CMP CORRUGATED METAL PIPE 9 6 Oo' I {.. �a, " E(U) E(U) UNDGERGROUND ELECTRIC (R) RECORD DIMENSION RCP REINFORCED CONCRETE PIPE VCP VITRIFIED CLAY PIPE 16 DTR 30' ��, �� I I aD G UNDERGROUND GAS (P) PLATTED DIMENSION PVC POLYVINYL CHLORIDE PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DTR 24" 90 w w UNDERGROUND WATER D TR 24 —� 0� x C CALCULATED DIMENSION CPP CORRUGATED PLASTIC PIPE DIP DUCTILE IRON PIPE " ' ,' CAN(U) CAN(U)- UNDERGROUND CABLE TELEVISION (C) � � � DTR 8 DTR 0__ . � �. __..— �J » �` D TR 12 D TR 12 �,. D T 1 I I �� I ;' RIGHT OF WAY LINE 2 LOT NUMBER CONIFEROUS TREE x DECIDUOUS TREE —DT 10 DTR 10 LINK FENCE - DTR 12„ x � _ CHAIN LI FE � DTR 8„ � _... p 12„ x D TR 12 x �`` BOARD FENCE „ x FARM FENCE SHRUB D TR 12 2 ° ° ° FLOW LINE 0 G DTR 11 x� „ ,0) OF DTR 12 DTR 8��, x � 'x � DTR 14„ 0 , �� o`L A - -- _ � ti - S99- - - - -- - -- I `� BENCH MARK: HAMILTON COUNTY DISK AT THE NORTH END OF o� o� �� o�. �A 0 �� DTR 18" X I I THE EAST HEADWALL OF DITCH ROAD OVER HENLEY CREEK. x \� I ELEV. 888.34 NAVD 88 \X, DTR 8" I I �� 0 DTR 8"—\ EXISTING TREES TO REMAIN I T.B.M. #1: MAG NAIL SET IN UTILITY POLE (1 UP) LOCATED 4 R 1" ADD TREE PROTECTION II I SOUTH OF SOUTH EDGE PAVEMENT OF 136th STREET AND 165' �, D T ` II EAST OF 8' CULVERT FOR ALMOND DITCH UNDER 136th STREET. OF FENCE AS SHOWN) II ELEVATION 895.22 NAVD 88 �\ x 0 xDTR 12 j I A. (` II „ `©- DTR 60" OAK DTR 18 `x DT XI�°' �r o �� EXISTING TREES TO REMAIN —I I � 0 r D TR - o - (ADD TREE PROTECTION � �o i � x FEN AS SHOWN ) o x DTR 1 ? � �`? o X tx 96 tx A. d 0 x 0 ( X A. DTR 8 �0 o c60 ! x / 1 0�D. 96.4 EXISTING TREES TO REMAIN x �G �� O V1 � 00 w W o C •� U Z LLJ W � wcn O > UQ L WLLj H cC v z o � by 00 `O Z C) ,4 CD W d 0 J p `O `O O cu • per., j `O (V cn 3 _! Q A 00 00 w C) .� . - -- a to rd O O r__4 M 00 M Q (ADD TREE PROTECTION T FENCE AS SHOWN) CS6 - D TR 1 � 0� Oo 0A ' o`°' 01 0�. 0� , '/ 1� cz, 896.7 W X�' �� 6002 x� / x i �� TTP j� x �o CL x CHARLES J. MEYER & I �! " KAREN T. MEYER INSTR. �f -�_ EXISTING`. CLEANOUT r 8g # 200300054532 TO BE REMOVED O w SCALE: 1 " 20' Ln Of c� � ) EXISTING TREES TO REMAIN '" co '— � ° Z (ADD TREE PROTECTION ,1 O o �� = O 0 10 20 40 FENCE AS SHOWN) '°'� i f rr � � W � J, I !. I x U1 z �5 f 99.o� 05 boll ��'� X DTR 2» OD T 9 z 0 x _. ;� - x EXISTING TREES TO REI►r V) �c i ' �0 �' 0 'o,� E RD L 4 L D,E,''C:-RIPTIO i' (rrec ted from Instru)� ent :x_01 1033074 :� � a X j (ADD TREE' PROTECTION �o°` RECORD TREES `x l DTR' " FENCE. AS SHOWN) EXISTING - )t I '� ' 4 1I 1 a1' [h' : cjtrtk� St Qua r -t r ut `�e t' n �' � �cjt� r��( l l�tc�� th. 1►4�t�4�� � Fast. r r r � Portion on _ t � � ii i TO BE REMOVED r . ti i _ ,, b ' F , y , { i Cla Township, 1iannittot � �un��, ln�l������, lncyr� IM176C�Itarl� �I��r.nh�.�t �, ti►1t�����. STE C. w OT ,. : - f EXISTING TREES TO REMAIN ! x V (( ll V �� ')CE �'. . ?(�k 42 ''`,t -(;�}r t4�`t 1�} 11'; � :11. C .%4�. [ I. 41.j.(�� �..� :� � 5 --� '4 .0��4 a �4 tjo= „mo 1., . 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LOCATION OF THE STULTZ > z t1tK I LLI CO ALMOND REGULATED DRAIN EASE C�) NT x W U) x (75' STATUTORY EASEMENT AS ME URED LLJ < > FROM TOP OF BANK ON BOTH SIDES F LLJ D* 21 DI TCH) M --- /11 Cb F. 12' RC @ 0-00%.1 C� L0 NG AREA x x -n K Q) Posil APPROX. TOP OF B A. w iej x � x x 00 ell QTR 9" Tb gIk 7 (n) . ...... %4 1j.L (n) DTR 3" 7, (nit (v CL 00 S �p D TR 12" (�b 1b 0 (6 NN 0) 01 CP v co� DTR 10 D TR 12 r DTR F) GAS lsc� x Q "1 (6 N WP TRH _ 0�`L G_ X r), 10L V: f WW_ W 19 ,n 0 AS LINE 101" -5 41- 00, oq CA 30' G EASEMENT PR SED ROD IRON (;�� �, 0) X x $ q�.� PER INSTR 95-22426 C17) ov tv co APPROX. EXIST. R )v ___FENC ERS) TR 24" X cp, 9 CD -- ---- ---- &9 4 -7 X on X 1D,894 < E(A) E(A) E(A) E(A) F&� ) - t E(A) IL X Ix tv Ix. �p tk .(D CL � 893.78 011 -n� 11� 136th S E no x (Z x NIQT CP ----------- 'D ASPHALT ROADWAY /v d� 619 C� ON C� C X_ . ... .. 894 ......... .. IV 93 Q) F' BANK T, E(A)- _x (0 _T V. _g9 w ,A x (A) '95 S .00 X...... x C 3 i�� _>K .. . . ...... > i '�i - 06 06 892-- X �p 0_1 CL _x x co C� 00 p �j,- - 89� - 1/4 20 X 1 50Y ALMOND DITC x. ....... ... . .. . ...... 3 'kL V __9 0 C 9 Ib C� -891 , 7 _x q-,3_ 06 -95 i ......... . 4 _C -IT 0, x _89 6 x -X X_ 0 �EPORT) 6 _x 06 00- 8 2 I LEGEND 0 POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO 0 " M �J z PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION �D DRAWINGS AND PERMITS FOR INSPECTORS. 0 Cd LL. > CONCRETE WASHOUT -SF— - SILT FENCE > - - - - SWALE CONSTRUCTION LIMITS 0 TREE PROTECTION FENCE C) LOCATION WHERE STORMWATER LEAVES SITE ® — CONSTRUCTION ENTRANCE C) " 0 IND rq en m I- kr) t (SEE DETAIL) Contact Person for Erosion Control & Sediment Practices JEFFERY J. GREN 12130 THICKET HILL CIRCLE CARMEL, IN 46033 TELEPHONE: 317-989-1681 CONTACT PERSON: JEFF AND JULIE GREN NOTE: - NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. - A STORMWATER INSPECTION MUST BE PREFORMED BY A QUALIFIED INDIVIDUAL AT A MINUMUM OF ONCE PER WEEK AND BY THE END OF THE NEXT BUSINESS DAY FOLLOWING A Y2" OR GREATER RAIN EVENT. —WARNING— THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT SCALE: 1 20' 0 10 20 40 Know what's below. Call before you dig Within Indiana Call 811 or 800-382-5544 24 Hours o Day, 7 Days o Week. PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CONSTRUCTIONPLANS — DA I TED 1011812012 4 2 6 5 C) 1:4 00 ;IQ 0 " M �J z �D 0 Cd LL. > 00 "No C) U C) " 0 IND rq en m I- kr) t 00 00 o Cd z V_ C:) V_ CD C: .1= a) CD a) C: W :R IZ- C) W rT Z < CY) (1) CL Co Q C/) =3 C: U) CU 111117-77 = 70 _j C: 00 CD C) 20 CD Ld Ld 0 cli E- z CD ED z CQ < z C:� -3 x 0 8 C14 �D E - Q) COO W �D M U) A z z 0 I I \00\w1l, S HIC40 N PE 1 OF INA //1111111 JAMES E. SHIELDS JR. P.E. 10201333 z 0 z > z od tJ [X4 CW3 0 w W C, 0 1`4 d � O -� a Q; �, E--- SHEET NO. PROJECT NO. W12-0478 o � IM V 3 0 of w I 0 0 N E 00 r` � N ro I � I � � N 0- o Q N p N L N -U wm Z mi OF �Lj F- 0 G 10 9 8 7 NOTES: 1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE PERMANENT SEEDING PERMANENT SEED MIXTURES, AT THE FOLLOWING RATES: (A) SPRING OATS - ONE- FOURTH TO THREE - FOURTHS BUSHEL PER ACRE (B) WHEAT - NO MORE THAN ONE -HALF BUSHEL PER ACRE 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED OPEN LOW- MAINTENANCE AREAS ( REMAIMNG IDLE MORE THAN SIX INSTALLATION MONTHS) 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PERENNIAL RYEGRASS 70 LBS. 5.5 TO 7.0 - WHITE CLOVER 2 LBS. 5.6 TO 7.0 2. PERENNIAL RYEGRASS 70 LBS. 5.5 TO 7.5 - TALL FESCUE 50 LBS. 5.6 TO 7.0 3. TALL FESCUE 70 LBS. 5.6 TO 7.5 - WHITE CLOVER 2 LBS. 5.5 TO 7.5 2. ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12 -12 -12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS STEEP BANKS AND CUTS, LOW - MAINTENANCE AREAS (NOT MOWED) THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. SMOOTH BROME GRASS 35 LBS. 5.5 TO 7.0 - RED CLOVER 20 LBS. 5.5 TO 7.0 2. TALL FESCUE 50 LBS. 5.5 TO 7.5 - WHITE CLOVER 2 LBS. Z 3. TALL FESCUE 50 LBS. 5.6 TO 7.5 - RED CLOVER 20 LBS. 5.5 TO 7.5 4. ORCHARD GRASS 30 LBS. _ec - RED CLOVER 20 LBS. 5.6 TO 7.0 - WHITE CLOVER 2 LBS. A 5. CROWNVETCH 12 LBS. 5.6 TO 7.0 - TALL FESCUE 30 LBS. B THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE- FOURTH TO ONE -HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE LAWNS AND HIGH - MAINTENANCE AREAS SEED IN A SLURRY MIXTURE.) SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. BLUEGRASS 140 LBS. 5.5 TO 7.0 2. PERENNIAL RYEGRASS 60 LBS. 5.5 TO 7.0 (TURF TYPE) 90 LBS. 5.6 TO 7.0 3. TALL FESCUE (TURF TYPE) 170 LBS. Z - BLUEGRASS 30 LBS. 5.6 TO 7.5 3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS MAINTENANCE INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. CHANNELS AND AREAS OF CONCENTRATED FLOW _ CHECK FOR EROSION OR MOVEMENT OF MULCH. REPAIR DAMAGED BARE GULLIED OR SPARSELY VEGETATED AREAS AND THEN FERTI IZE SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PERENNIAL RYEGRASS 150 LBS. B - WHITE 2 LBS. 5.5 TO 7.0 2. KENTUCKY BLUEGRASS 20 LBS. C - SMOOTH BROMEGRASS 10 LBS. Z - SWITCHGRASS 3 LBS. PS - TIMOTHY 4 LBS. 5.5 TO 7.5 - PERENNIAL RYEGRASS 10 LBS. _ec - WHITE CLOVER 2 LBS. PS 3. TALL FESCUE 150 LBS. A - WHITE CLOVER 2 LBS. 5.5 TO 7.5 4. TALL FESCUE 150 LBS. B - PERENNIAL RYEGRASS 20 LBS. 5.5 TO 7 -5 - KENTUCKY BLUEGRASS 20 LBS. B Contact Person for Erosion Control & Sediment Practices L RESEED, AND APPLY AND ANCHOR MULCH. IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL - SEASON GRASSES, APPLY ONE -HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALF IN EARLY FALL. FOR WARM - SEASON GRASSES, APPLY ONE -THIRD IN EARLY SPRING, ONE -THIRD IN LATE SPRING, AND THE REMAINING ONE -THIRD IN MIDDLE SUMMER. TABLE 1. PERMANENT SEEDING RECOMMENDATIONS THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. REFERENCE IN CHAPTER 7 PAGES 35 -40 IN THE INDIANA STORM WATER QUALITY MANUAL JEFFER Y J. GREN 12130 THICKET HILL CIRCLE CARMEL, IN 46033 TELEPHONE: 317-989-1681 CONTACT PERSON.- JEFF AND JULIE GREN - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. w 3 oN � }� PS a / o� WO REAR YARD DRAINAGE SWALE HOUSE GARAGE CONSTRUCTION PS ENTRANCE /EXIT PS CURB & GUTTER -h-� CURB INLET PROTECTION w 3 oN r� a oa 0 WALK SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE /TWO FAMILY DWELLING UNDER CONSTRUCTION 1 'J J -NOTE - THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. EROSION CONTROL PLAN PLAN NOTES EROSION CONTROL SPECIFICATIONS 1) This plan is designed as an attempt to prevent any and all sediment from leaving the construction site by way of erosion. If erosion of sediment from the site is taking place, the owner shall take preventative action immediately. The engineer shall be consulted in the event this happens. 2) Temporary seeding is to be applied to any graded area that will remain unaltered for an extended period of time. 3) Permanent seeding is to be applied immediately to areas that have achieved final and finished grade. 4) Preserve existing vegetation on the site whenever and wherever possible to prevent topsoil erosion. 5) All sediment capturing measures are to be implemented prior to the disturbance of the construction area they are intended to service. 6) All erosion control measures proposed are to be properly maintained to continue their effectiveness. 7) If grading occurs during December, January, February dormant seeding procedures shall be used. 8) During dry weather, keep lawns watered with sprinklers or other approved methods. Reseed any areas not germinating or damaged at intervals as may be required according to seasonal condition and /or construction activity. Water grass and execute necessary weeding until full stand of gross has been obtained. 9) The implementation and maintenance of the erosion control is the sole responsibility of the contractor and /or owner. 10) It shall be the contractor's and /or owner's responsibility to minimize sedimentation (from on -site construction activities) from being deposited onto adjacent properties and receiving streams /ditches in strict compliance with "Rule 5" (327 IAC 15 -5, construction activity stormwater runoff control). It shall also be the contractor's or owner's responsibility to obtain any approvals required from the local authority and to submit a complete Notice of Intent letter to the Office of Water Management, Indiana Department of Environmental Management prior to any construction activity. 11) Provide- #2 crushed stone construction entrance(s) to site from streets /roads. 12) It shall be the contractor's and /or owner's responsibility to implement an erosion control plan for each lot. The builder may implement a different erosion control plan as long as it meet or exceeds Rule 5 regulations. INDIVIDUAL LOT EROSION CONTROL PLAN PLAN LEGEND 1111w - FINISH GRADE /WATER FLOW - PROPERTY LINE /DRAINAGE SWALE PS - PERMANENT SEEDING ® - RIP RAP /GRAVEL DRIVE /EXIT PAD CURB INLET PROTECTION (SEE DETAIL) ® SILT FENCE BOX AROUND BEEHIVE INLETS (SEE DETAIL) -SF- - SILT FENCE VARIES 6 I 5 12" (30 CM) SLOPE INSTALLATION 2 " -5" (5 CM- 12.5CM) (NO SCALE) NORTH f AMERICAN ► -III GREEN " = =_ ___ = =_ " = ='_ - - - -- (15 CM) O EROSION CONTROL Products . ' . ` . Guaranteed SOLUTIONS _ = -_ �= - - - - -- W LL W W W` 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 _ 800 - 772 -2040 - - - - - www- nagreen. cam _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP's. GENERAL STAPLE RECOMMENDATIONS oo 275 Li 250 Uj 225 Z 200 = 175 150 J 125 j 100 o 75 &.7.. C • . PS 2 TO 5% B SUBSOIL ) TOPSOIL \ 10 TO 20% STOCKPILE / `STOCKPILE C PS • Z Q � PS C PS �C B o _ec C A PS A AREA TO BE TOPSOILED, A SEEDED AND MULCHED B BY OWNER AT COMPLETION r-+ 00 OF CONSTRUCTION (TYP.) B �=? HOUSE GARAGE CONSTRUCTION PS ENTRANCE /EXIT PS CURB & GUTTER -h-� CURB INLET PROTECTION w 3 oN r� a oa 0 WALK SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE /TWO FAMILY DWELLING UNDER CONSTRUCTION 1 'J J -NOTE - THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. EROSION CONTROL PLAN PLAN NOTES EROSION CONTROL SPECIFICATIONS 1) This plan is designed as an attempt to prevent any and all sediment from leaving the construction site by way of erosion. If erosion of sediment from the site is taking place, the owner shall take preventative action immediately. The engineer shall be consulted in the event this happens. 2) Temporary seeding is to be applied to any graded area that will remain unaltered for an extended period of time. 3) Permanent seeding is to be applied immediately to areas that have achieved final and finished grade. 4) Preserve existing vegetation on the site whenever and wherever possible to prevent topsoil erosion. 5) All sediment capturing measures are to be implemented prior to the disturbance of the construction area they are intended to service. 6) All erosion control measures proposed are to be properly maintained to continue their effectiveness. 7) If grading occurs during December, January, February dormant seeding procedures shall be used. 8) During dry weather, keep lawns watered with sprinklers or other approved methods. Reseed any areas not germinating or damaged at intervals as may be required according to seasonal condition and /or construction activity. Water grass and execute necessary weeding until full stand of gross has been obtained. 9) The implementation and maintenance of the erosion control is the sole responsibility of the contractor and /or owner. 10) It shall be the contractor's and /or owner's responsibility to minimize sedimentation (from on -site construction activities) from being deposited onto adjacent properties and receiving streams /ditches in strict compliance with "Rule 5" (327 IAC 15 -5, construction activity stormwater runoff control). It shall also be the contractor's or owner's responsibility to obtain any approvals required from the local authority and to submit a complete Notice of Intent letter to the Office of Water Management, Indiana Department of Environmental Management prior to any construction activity. 11) Provide- #2 crushed stone construction entrance(s) to site from streets /roads. 12) It shall be the contractor's and /or owner's responsibility to implement an erosion control plan for each lot. The builder may implement a different erosion control plan as long as it meet or exceeds Rule 5 regulations. INDIVIDUAL LOT EROSION CONTROL PLAN PLAN LEGEND 1111w - FINISH GRADE /WATER FLOW - PROPERTY LINE /DRAINAGE SWALE PS - PERMANENT SEEDING ® - RIP RAP /GRAVEL DRIVE /EXIT PAD CURB INLET PROTECTION (SEE DETAIL) ® SILT FENCE BOX AROUND BEEHIVE INLETS (SEE DETAIL) -SF- - SILT FENCE VARIES 6 I 5 12" (30 CM) SLOPE INSTALLATION 2 " -5" (5 CM- 12.5CM) (NO SCALE) NORTH f AMERICAN ► -III GREEN " = =_ ___ = =_ " = ='_ - - - -- (15 CM) O EROSION CONTROL Products . ' . ` . Guaranteed SOLUTIONS _ = -_ �= - - - - -- W LL W W W` 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 _ 800 - 772 -2040 - - - - - www- nagreen. cam _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP's. GENERAL STAPLE RECOMMENDATIONS oo 275 Li 250 Uj 225 Z 200 = 175 150 J 125 j 100 o 75 &.7.. 3' 6' 3' A X 2 4' 4' X 1 STAPLE PER SO. YD. 4:1 3:1 2:1 1:1 CHANNEL 3. SLOPE GRADIENT LINING 4' X X ADDITIONAL STAPLES AS REQUIRED 3 C 6' X x 1.5' 3' 1.5' ® ® X 2 STAPLE PER SO. YD. X ® 0 B X X X CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SO. YD. "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. NOTES: STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. EROSION CONTROL BLANKET STAPLE PATTERN 10' MIN. • C • . • 2 TO 5% B 5 TO 10% 50 FT. 10 TO 20% 25 FT. SECTION LINE C • • Z Q � C �C B o _ec C A A A A B b1� r-+ 00 B �=? 3' 6' 3' A X 2 4' 4' X 1 STAPLE PER SO. YD. 4:1 3:1 2:1 1:1 CHANNEL 3. SLOPE GRADIENT LINING 4' X X ADDITIONAL STAPLES AS REQUIRED 3 C 6' X x 1.5' 3' 1.5' ® ® X 2 STAPLE PER SO. YD. X ® 0 B X X X CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SO. YD. "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. NOTES: STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. EROSION CONTROL BLANKET STAPLE PATTERN 10' MIN. • • • • . • 2 TO 5% 75 FT. 5 TO 10% 50 FT. 10 TO 20% 25 FT. SECTION LINE 15 FT. • • Z Q � X �C fx o _ec a A A A J WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) (NO SCALE) -TTER 6" HEIGHT 5" LAG SCREWS POST YxYx8' STRAW BALE (TYP) VPOLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES 2. THE CONCRETE WASHOUT SIGN SHALL PLAN BE INSTALLED WITHIN 30FT. OF THE TEMP. 10 MIL. PLASTIC LINING METAL PINS OR STAPLES TO CONCRETE WASHOUT FACILITY SECURE THE POLYETHYLENE LINING TO THE STRAW BALES WOOD OR METAL STAKES TO SECURE THE STRAW BALES METAL PINS OR STAPLES TO (TWO PER BALE) SECURE THE POLYETHYLENE CONCRETE WASHOUT LINING TO THE STRAW BALES BINDING WIRE TYPE "ABOVE GRADE (NO SCALE) W/ STRAW BALES" - POLYETHYLENE LINING 10 MIL. MAINTENANCE EXTENDING OVER BALES _ INSPECT DAILY AND AFTER EACH STORM EVENT. STRAW BALE TYP - INSPECT THE INTEGRITY OF THE OVERALL STRUCTURE INCLUDING, WHERE APPLICABLE, THE CONTAINMENT SYSTEM. LEAKS, - INSPECT THE SYSTEM FOR INSPECT THE POL ETHYLENELIN NG FOR SFAIL RED O , INCLUDING TEARS AND PUNCTURES. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. I I 1 III = III = III III =IIII EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN -1 III -I I) I I III -III CAPACITY. USE OF THE SYSTEM SHOULD BE DISCONTINUED UNTIL APPROPRIATE MEASURES CAN BE INITIATED TO -III III =III -I �- - I-III I= CLEAN THE STRUCTURE. PREFABRICATED SYSTEMS SHOULD ALSO UTILIZE THIS CRITERION, UNLESS THE _IIII = _141 4' MANUFACTURER HAS ALTERNATE SPECIFICATIONS. UPON REMOVAL OF THE SOLIDS, INSPECT THE STRUCTURE. REPAIR THE STRUCTURE AS NEEDED OR CONSTRUCT A NEW SYSTEM. WOOD OR METAL STAKES (TYP) DISPOSE OF ALL CONCRETE IN A LEGAL MANNER. REUSE THE MATERIAL ON SITE, RECYCLE, OR HAUL THE MATERIAL SECTION - 2 PER BALE TO AN APPROVED CONSTRUCTION /DEMOLITION LANDFILL SITE. RECYCLING OF MATERIAL IS ENCOURAGED. THE WASTE NATIVE MATERIAL (OP NAL) MATERIAL CAN BE USED FOR MULTIPLE APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDING. THE AVAILABILITY FOR RECYCLING SHOULD BE CHECKED LOCALLY. THE PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING; THE REMOVAL OF MATERIAL WILL USUALLY DAMAGE THE LINING. THE CONCRETE WASHOUT SYSTEM SHOULD BE REPAIRED OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR INSTALLATION CONCRETE WASTE. 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO INSTALL THE SYSTEM. CONCRETE WASHOUT SYSTEMS ARE DESIGNED TO PROMOTE EVAPORATION. HOWEVER, IF THE LIQUIDS DO NOT 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. EVAPORATE AND THE SYSTEM IS NEAR CAPACITY IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR DISPOSE OF THEM IN AN ACCEPTABLE METHOD. DISPOSAL MAY BE ALLOWED AT THE LOCAL SANITARY SEWER PUNCTURES IN THE POLYETHYLENE LINING. AUTHORITY PROVIDED THEIR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS ALLOW FOR 4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE ACCEPTANCE OF THIS MATERIAL. ANOTHER OPTION WOULD BE TO UTILIZE A SECONDARY CONTAINMENT SYSTEM OR LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING BASIN FOR FURTHER DEWATERING. OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. - PREFABRICATED UNITS ARE OFTEN PUMPED AND THE COMPANY SUPPLYING THE UNIT PROVIDES THIS SERVICE. 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC. INSPECT CONSTRUCTION ACTIVITIES ON A REGULAR BASIS TO ENSURE SUPPLIERS, CONTRACTORS, AND OTHERS ARE 6. PLACE A NON - COLLAPSING, NON -WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO UTILIZING DESIGNATED WASHOUT AREAS. IF CONCRETE WASTE IS BEING DISPOSED OF IMPROPERLY, IDENTIFY THE PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). VIOLATORS AND TAKE APPROPRIATE ACTION. 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED, THE CONCRETE WASHOUT SYSTEMS SHALL BE 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. CLOSED. DISPOSE OF ALL HARDENED CONCRETE AND OTHER MATERIALS USED TO CONSTRUCT THE SYSTEM. 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION INGRESS /EGRESS PAD ON PAGE 17) - HOLES, DEPRESSIONS AND OTHER LAND DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED. OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. r� r� 4 1 3 v = 2 -WOOD POST /STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST ONE FULL TURN TO SECURE SILT FENCE END IN PLACE SILT FENCE POST SILT FENCE 3" (7.5 CM) TO JOIN TO ENDS -I OF TWO FENCES. POST 2 "X2" WOOD OR 1.33 O LBS /FOOT STEEL 6' MAX. SPACING WOVEN FILTER FABRIC SILT FENCE MATERIAL COVER 2 MAXIMUM LOAD SLOPE AND DISTANCE FOR WHICH A SILT FENCE IS APPLICABLE LOAD SLOPE MAX. DISTANCE ABOVE FENCE LESS THAN 2% 100 FT. 2 TO 5% 75 FT. 5 TO 10% 50 FT. 10 TO 20% 25 FT. MORE THAN 20� 15 FT. 1 O d l a W Q 00 O W zCD � N z A o * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. v Z Q � X �C fx o _ec a A A A A b1� r-+ 00 .--4 CD �=? C) Cn r k 3 Z 63 POSTS: STEEL T OR U TYPE, OR 2 "X2" HARD WOOD POST Vl r. N 00 OC z FENCE: WOVEN WIRE, 14 -1/2 GA., 6" MAX. MESH OPENING O '^' Q FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. CD O �+ M OC M Q POST 2 "X2" WOOD OR 1.33 LBS /FOOT STEEL 8' MAX. SPACING WIRE FENCE 14 GAUGE (MIN) -6" MESH REQ'D. IN SWALES OR AR OF CONCENTRATED FLOW NONWOVEN FILTER FABRIC - a SECURE TO POSTS WITH 2" -� P4 _ LATH a 0 8 "X4" TRENCH TO BE ° 8 "X4" TRENCH TO BE ° BACKFILLED AND BACKFILLED AND COMPACTED COMPACTED (T FINISH GRADE oo FINISH GRADE FLOW - FLOW GEOTEXTILE FABRIC LAID ON i I - _ GEOTEXTILE FABRIC LAID ON UNDISTURBED I -III -1 III C DOWN SLOPE SIDE AND UNDISTURBED I I z � -1 I I II C DOWN SLOPE SIDE AND GROUND BOTTOM OF TRENCH GROUND -11 I - BOTTOM OF TRENCH I - r EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO ao j II C ®13© EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO _ I L GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. _�I L GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. 0 SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 = ul � SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 rT, 8.2.2 IS ALSO ACCEPTABLE. - 8.2.2 IS ALSO ACCEPTABLE. III i III i C 'C C W •> U UL Q C •>, c0 Q� Q _0 C U) ca -0 J co J 00 o N WITHOUT WIRE SUPPORT WITH WIRE SUPPORT z I w ° W ;: m w INSTALLATION PREFABRICATED SILT FENCE 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT, 2. EXCAVATE AN EIGHT -INCH DEEP BY FOUR -INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP -SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN -SLOPE SIDE OF THE TRENCH. 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP -SLOPE SIDE OF THE TRENCH. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON -SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWINGS STEPS 1 THROUGH 6 ABOVE. MAINTENANCE - INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. _ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE -HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE. REFERENCE IN CHAPTER 7 PAGES 215 -221 IN THE INDIANA STORM WATER QUALITY MANUAL SOILS TYPE LEGEND SEDIMENTATION /SILT FENCE (NO SCALE) STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. CrA: CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES CrA: CROSBY SILT LOAM, 0 -3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. Br: BROOKSTON -SILTY CLAY LOAM Br: BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. PERMANENT A SEEDING DORMANT B -E0 SEEDING TEMPORARY C E D O SEEDING SODDING F ** MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL REGRESS 20 LBS /ACRE B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL REGRESS 30 LBS /ACRE C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. U N d l W W W Q C1 O zCD G = STRAW MULCH 2 TONS /ACRE. z x o * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. v ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. X W fx 7: _ec a A A A A '"I as QI I W D A z d U] Z O n w a ��. SHIP �C7 cod N *AEI 3 *= OF �ONAL,��` ���llllllll11111 \\ JAMES E. SHIELDS JR. P.E. 10201333 a� E = ANNUAL REGRESS 40 LBS /ACRE. (1 LB /1000 SO. FT.) F = SOD G = STRAW MULCH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. O SEASONAL SOIL PROTECTION CHART 4 CONSTRUCT ON PLANS _D A 3 a W W ZZ 0 E---I w n o w � W W � o v � o vU 0 o O Q"1 w Fwz, Q a E1 a 0. SHEET NO. PROJECT N0. T E D 1018 20, 2 W12 -0478 3 0 w I 0 0 N E co � U') N LI I � N o Q N a Cfl D (n L Q � L � p U ..Uwm o ,_ 1- o �_:D, 10 I 9 11N.) OR FULL WIDTH OF ENTRANCE /EXIT DRIVE, WHICHEVER IS GREATER. INSTALLATION: 1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. 2. GRADE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. IF THE SLOPE OF THE CONSTRUCTION ENTRANCE IS TOWARD A Q, PUBLIC ROAD AND EXCEEDS TWO PERCENT, CONSTRUCT AN EIGHT INCH HIGH DIVERSION RIDGE WITH A RATIO OF 3 —TO -1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD. 3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 4. IF WET CONDITIONS ARE ANTICIPATED PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 5. PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 6. TOP —DRESS THE FIRST 50 FEET ADJACENT TO THE PUBLIC ROADWAY WITH TWO TO THREE INCHES OF WASHED AGGREGATE (INDOT CA NO. 53) [OPTIONAL, USED PRIMARILY WHERE THE PURPOSE OF THE PAD IS TO KEEP SOIL FROM ADHERING TO VEHICLE TIRES]. 7. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE INGRESS /EGRESS PAD TO A SEDIMENT TRAP OR BASIN. MAINTENANCE: — INSPECT DAILY. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOP DRESS WITH CLEAN AGGREGATE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. FLUSHING SHOULD ONLY BE USED IF THE WATER CAN BE CONVEYED INTO A SEDIMENT TRAP OR BASIN. REFRENCED IN CHAPTER 7 PAGE 17 -20 IN INIANA STORM WATER QUALITY MANUAL. TEMPORARY CONSTRUCTION INGRESS /EGRESS PAD LARGE SITES — TWO ACRES OR LARGER (NO SCALE) aD v 0 0 7 lei Rule 6.1. Spills: Reporting, Containment, and Response 327 IAC 2 -6.1 -1 Applicability Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 1. This rule applies to the reporting and containment of, and the response to those spills of hazardous substances, extremely hazardous substances, petroleum, and objectionable substances that are of a quantity, type, duration and in a location CIS to damage the waters of the state. Nothing in this rule is intended to affect reporting or cleon —up requirements set forth by other federal, state, or local laws. (Water Pollution Control Board; 327 IAC 2- 6.1 -1; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1731; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -2 Special areas Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 2. Certain areas of the state ore recognized as having unique geology. A large section of the mid — southern part of the state is a karst region. Portions of Saint Joseph, Elkhart, Kosciusko, and LaGrange Counties contain a sole source aquifer as referenced in 42 U.S.C. 300h -3(e). The waters of the state are particularly vulnerable to damage from spills in these areas, and care should be exercised when evaluating damage from spills. Information about these areas can be obtained by calling the office of environmental response, emergency response branch. (Water Pollution Control Board; 327 IAC 2- 6.1 -2; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1731; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -3 Exclusions Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 3. Notwithstanding any other section of this rule, the reporting requirement of this rule does not apply to the following occurrences: (1) Discharges or exceedonces that are under the jurisdiction of an applicable permit when the substance in question is covered by the permit and death or acute injury or illness to animals or humans does not occur. (2) Lawful application of materials, including, but not limited to: (A) commercial or natural fertilizers and pesticides on or to land or water; or (B) dust suppression materials. (3) The application of petroleum necessary for construction that does not damage waters of the state. (4) Spills of less than one (1) pound or one (1) pint. (5 ) Spills of inte ral operating fluids in the use of motor vehicles or other equipment, thP total volume o f whi ch is less than or equal to fifty —five (55) gallons and which do not damage waters of the state. (6) Oil sheens produced as a result of the normal operation of properly functioning watercraft. (7) A release of a substance integral to a spill response activity that has been approved and authorized by a state or federal onscene coordinator. (Water Pollution Control Board; 327 IAC 2- 6.1 -3; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1731; errata filed Mar 7, 1997, 2:25 P.m.: 20 IR 1738; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -4 Definitions Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13- 18 -17; IC 14- 8 -2 -7; IC 14- 25 -7 -13; IC 14- 25 -7 -15 Sec. 4. In addition to the definitions contained in IC 13- 11- 2- 17(d), IC 13- 11- 2- 35(a), IC 13- 11 -2 -51, IC 13- 11- 2- 158(a), IC 13 -11 -2 -160, IC 13 -11 -2 -260, IC 13 -11 -2 -265, and in 327 IAC 1, the following definitions apply throughout this rule: (1) "Animal" means all mammals, birds, reptiles, amphibians, fish, crustaceans, and mollusks. (2) "Aquatic life" means those plants and macroinvertebrates that are dependent upon an aquatic environment. (3) "Contain" means to take such immediate action as necessary to dam, block, restrain, or otherwise act to most effectively prevent a spill from entering waters of the state or minimize damage to the waters of the state from a spill. (4) "Damage" means the actual or imminent alteration of the waters of the state so as to render the waters harmful, detrimental, or injurious to: (A) public health, safety, or welfare; (B) domestic, commercial, industrial, agricultural, or recreational uses; or (C) animals or aquatic life. (5) "Downstream water user" means: (A) a community public water supply, as identified by the department of natural resources under IC 14- 25- 7- 13(d); (B) a significant water withdrawal facility as registered with the department of natural resources under IC 14- 25 -7 -15; (C) users of recreational waters; or (D) any other user made known to the person who has a spill. (6) "Extremely hazardous substance" means a substance identified pursuant to 42 U.S.C. 11002 and 11004. (40 CFR 355 Appendix A.) (7) "Facility" means all land, buildings, equipment, structures, and other stationary items that are located on a single site or on contiguous sites and that are owned or operated by the some person or by any person who controls, is controlled by, or is under common control with, such person. (8) "Facility boundary" means the boundary of a facility or an easement or right —of —way. (9) "Hazardous substance" has the meaning set forth in 42 U.S.C. 9601(14). (10) "Mode of transportation" includes, but is not limited to, carriage by: (A) rail and motor vehicles; (B) aircraft; (C) watercraft; (D) pipelines; or (E) other means of transportation; in commerce. This definition excludes carriage within a facility by transportation equipment owned, operated, or controlled by that facility. (11) "Object 11 substances" means substances that are: (A) of a quantity and a type; and (B) present for a duration and in a location; so as to damage waters of the state. This definition excludes hazardous substances, extremely hazardous substances, petroleum, and mixtures thereof. (12) "On —scene coordinator" means a state or federal official designated by the department, the United States Environmental Protection Agency, or the United States Coast Guard to direct and coordinate special spill response activities. (13) "Recreational waters" means any water used for: (A) boating, swimming, fishing, hunting, trapping, or wildlife viewing; or (B) public access areas that are owned by the department of natural resources or the federal government; as listed by the department. (14) "Reportable quantity" means the amount of a hazardous substance or extremely hazardous substance that is required to be reported under federal law under 42 U.S.C. 9602(a) and (b) and 42 U.S.C. 9603(0). (40 CFR 302.4 or 40 CFR 355 Appendix A.) (15) "Spill" means any unexpected, unintended, abnormal, or unapproved dumping, leakage, drainage, seepage, discharge or other loss of petroleum, hazardous substances, extremely hazardous substances, or objectionable substances. The term does not include releases to impermeable surfaces when the substance does not migrate off the surface or penetrate the surface and enter the soil. (16) "Spill response ", for purposes of this rule, means the following: (A) The spill is contained; and (B) Free material is removed or neutralized. (17) "Spill report" means an oral report that includes the following information about a spill, to the extent that the information is known at the time of the report: (A) The name, address, and telephone number of the person making the spill report. (B) The name, address, and telephone number of a contact person if different from clause (A). (C) The location of the spill. (D) The time of the spill. (E) The identification of the substance spilled. (F) The approximate quantity of the substance that has been or may further be spilled. (G) The duration of the spill. (H) The source of the spill. (1) Name and location of the waters damaged. (J) The identity of any response organization responding to the spill. (K) What measures have been or will be undertaken to perform a spill response. (L) Any other information that may be significant to the response action. (18) "Waters ", as defined in IC 13 -11 -2 -265, means the accumulations of water, surface and underground, natural and artificial, public and private, or parts thereof, that are wholly or partially within, flow through, or border upon this state. The term does not include any private pond or any off — stream pond, reservoir, or facility built for reduction or control of pollution or cooling of water prior to discharge unless the discharge from the pond, reservoir, or facility causes or threatens to cause water pollution. (Water Pollution Control Board; 327 IAC 2- 6.1 -4; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1731; errata filed Mar 7, 1997, 2:25 p.m.: 20 IR 1738; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -5 Reportable spills; facility Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 5. The following spills from a facility must be reported: (1) Spills that damage the waters of the state so as to cause death or acute injury or illness to humans or animals. (2) Spills from a facility that has been notified in writing by a water utility that it is located in a delineated public water supply wellhead protection area as approved by the department under 327 IAC 8 -4.1 that are: (A) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred (100) pounds or the reportable quantity, whichever is less; (B) spills of petroleum when the amount spilled exceeds fifty —five (55) gallons; or (C) spills of objectionable substances as defined in section 4(11) of this rule. (3) Spills that damage waters of the state and that: (A) are located within fifty (50) feet of a known private drinking water well located beyond the facility property boundary; or (B) are located within one hundred (100) yards of: (I) any high quality water designated as an outstanding state resource pursuant to 327 IAC 2- 1 -2(3), excluding Lake Michigan; (ii) any water designated as exceptional use pursuant to 327 IAC 2- 13(x)(6) [sic., 327 IAC 2- 1- 3(a)(6)] and 327 IAC 2- 1- 11(b); (iii) any water designated as capable of supporting a salmonid fishery pursuant to 327 IAC 2- 1- 6(c)(1), except Lake Michigan; or (iv) any water that is a fish hatchery, fish and wildlife area, nature preserve, or recreational water owned by the department of natural resources or the federal government. (4) For any spill which does not meet the criteria in subdivisions (1) through (3), the following must be reported: (A) Spills to surface waters: (i) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred (100) pounds or the reportable quantity, whichever is less; (ii) spills of petroleum of such quantity as to cause a sheen upon the waters; or (iii) spills of objectionable substances as defined in section 4(11) of this rule. (B) Spills to soil beyond the facility boundary: (i) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred (100) pounds or the reportable quantity, whichever is less; (ii) spills of petroleum when the amount spilled exceeds fifty —five (55) gallons; or spills of objectionable substances as defined in section 4(11) of this rule. (C) Spills to soil within the facility boundary: (1) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds the reportable quantity; (ii) spills of petroleum when the spilled amount exceeds one thousand (1,000) gallons; or (iii) spills of objectionable substances as defined in section 4(11) of this rule. (5) Any spill for which a spill response has not been done. (Water Pollution Control Board; 327 IAC 2- 6.1 -5; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1732; errata filed Mar 7, 1997, 2:25 p.m.: 20 IR 1738; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 8 I 7 I 6 5 1 4 327 IAC 2 -6.1 -6 Reportable spills; transportation Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 6. The following spills from a mode of transportation must be reported: (1) Spills that damage the waters of the state so as to cause death or acute injury or illness to humans or animals. (2) Spills that damage surface waters. (3) Spills to soil: (A) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred (100) pounds or the reportable quantity, whichever is less; (B) spills of petroleum when the amount spilled exceeds fifty —five (55) gallons; or (C) spills of objectionable substances as defined in section 4(11) of this rule. (4) Any spill for which a spill response has not been done. (Water Pollution Control Board; 327 IAC 2- 6.1 -6; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1733; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -7 Reportable spills; responsibilities Authority: IC 13- 14 -8 -7 Affected: I� 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 7. Any person who operates, controls, or maintains any mode of transportation or facility from which a spill occurs shall, upon discovery of a reportable spill to the soil or surface waters of the state, do the following: (1) Contain the spill, if possible, to prevent additional spilled material from entering the waters of the state. (2) Undertake or cause others to undertake activities needed to accomplish a spill response. (3) As soon as possible, but within two (2) hours of discovery, communicate a spill report to the Department of Environmental Management, Office of Environmental Response: Area Code 1- 888 - 233 -7745 for in —state calls (toll free), (317) 233 -7745 for out —of —state calls. If new or updated spill r eport information becomes known that indicates a significant increase in the likelihood of damage to the waters of the state, the responsible party shall notify the deportment as soon as possible but within two (2) hours of the time the new or updated information becomes known. (4) Submit to the Indiana Department of Environmental Management, Office of Land Quality, Emergency Response Section (MC 66-30), 2525 N. Shadeland Ave., Suite 100, Indianapolis, IN 46219-1787, a written copy of the spill report if requested WATER QUALITY STANDARDS Indiana Administrative Code Page 95 in writing by the department. (5) Except from modes of transportation other than pipelines, exercise due diligence and document attempts to notify the following: (A) For spills to surface water that cause damage, the nearest affected downstream water user located within ten (10) miles of the spill and in the state of Indiana; and (B) For spills to soil outside the facility boundary, the affected property owner or owners, operator or operators, or occupant or occupants. (Water Pollution Control Board; 327 IAC 2- 6.1 -7; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1733; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518; errata filed Feb 6, 2006, 11:15 a.m.: 29 IR 1936; errata filed Oct 20, 2006, 10:08 a.m.: 20061 1 01 —IR- 327060497ACA) 327 IAC 2 -6.1 -8 Emergency spill response actions Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 8. Notwithstanding any other section of this rule, emergency spill response actions take precedence over reporting requirements, and when emergency spill response activities render spill reporting inconsistent with effective response activities, communication of the spill report to the Indiana department of environmental management may be delayed. In situations where the spill report is delayed, the burden of proving the need for the delay shall be upon the responsible person. (Water Pollution Control Board; 327 IAC 2- 6.1 -8; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1734; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -9 Compliance confirmation Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 9. When spill reporting and response, as provided for in this rule, has occurred, the department shall, upon request, issue a letter confirming compliance with this rule and stating that no further action is required under this rule. (Water Pollution Control Board; 327 IAC 2- 6.1 -9; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1734; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) SWPPP FOR CONSTRUCTION SITES 1 HYDROLOGIC UNIT CODE (14 DIGIT) — 05120201090040 2 IDENTIFICATION OF ALL RECEIVING WATERS — STORM SEWERS TO EXISTING POND, TO THE CARMEL CREEK, THEN TO THE WHITE RIVER. 3 PRE — CONSTRUCTION AND POST— CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) — Q10 PRE 12.11 CFS, 010 POST 1.47 CFS 4 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE — SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C200. STORMWATER WILL BE CHANNELED THROUGH ENCLOSED STORM PIPE TO AN EXISTING POND. IN A HIGH EVENT WATER WILL BE HELD IN THE EXISTING POND, ALLOWING SEDIMENT TO SETTLE PRIOR TO LEAVING THE SITE. 5 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER — EXISTING ONSITE POND. 6 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS — SITE IS FLAT, SILT FENCE WILL BE INSTALLED AROUND PERIMETER TO ACCOMMODATE ANY RUN —OFF 7 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES — POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. 8 TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES — A. LOCATION — WATER QUALITY UNIT (STM. STR. #101) AND EXISTING POND, BOTH LOCATED AT EAST END OF SITE. B. DIMENSION — SEE SHEET C200 C. DETAILED SPECIFICATIONS — SEE SHEET C204 —C205 D. EROSION CONTROL DETAILS — SEE SHEET C202 —C203 E. MONITOR AND MAINTENANCE GUIDELINES — SEE SHEET C205 9 GENERAL CONSTRUCTION SEQUENCE — SEE CONSTRUCTION SEQUENCE THIS SHEET. 10 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS — SEE SHEET C201 FOR LOCATION. EXCESS TOPSOIL TO BE REMOVED FROM SITE DURING CONSTRUCTION. 11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON — SEE SEASONAL SOIL PROTECTION CHART 12 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDING LOT — N/A 13 MATERIAL HANDLING AND SPILL PREVENTION PLAN THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN IS BASED UPON REQUIREMENTS SET FORTH IN THE INDIANA ADMINISTRATIVE CODE, SECTION 327 IAC 2 -6 -1. THE FULL TEXT OF THIS CODE CAN BE FOUND ON THIS SHEET POTENTIAL POLLUTANTS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH —OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO THE EXISTING POND. FOLLOW MATERIAL SAFETY DATA SHEETS (MSDS) FOR CONTAMINANTS ON —SITE. IT IS IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON —PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL. FUELING TRUCKS WILL BE EQUIPPED WITH SPILL PREVENTION KITS FOR SMALLER FUEL SPILLS. ALL VEHICULAR MAINTENANCE SHALL BE PERFORMED IN THE SAME DESIGNATED AREA THROUGHOUT THE CONSTRUCTION TIME FRAME. IF POSSIBLE, VEHICULAR MAINTENANCE SHALL BE DONE OFF —SITE AT FACILITIES THAT ARE DESIGNED TO HANDLE ANY MATERIAL SPILLAGE. THIS SHALL INCLUDE FUELING OF VEHICLES WHENEVER POSSIBLE. IN CASE OF A SPILL, APPROPRIATE STATE AND LOCAL AGENCIES SHALL BE NOTIFIED AND PROVIDED WITH THE FOLLOWING INFORMATION: TIME OF SPILL, LOCATION OF SPILL, MATERIAL, SOURCE OF SPILL, APPROXIMATE VOLUME AND LENGTH OF SPILLAGE, WEATHER CONDITIONS AT TIME OF SPILL, PERSONAL PRESENT AT TIME OF SPILL, AND ALL ACTION TAKEN FOR POST SPILL CLEANUP. EMERGENCY RESPONSE NUMBERS: RESPONSE FOR ANY LIFE THREATENING PROBLEM: 911 CARMEL FIRE DEPARTMENT: (317) 571 -2600 CARMEL POLICE DEPARTMENT: (317) 571 -2500 INDIANA DEPARTMENT OF NATURAL RESOURCES: (812) 477 -8773 IDEM SPILL RESPONSE CENTER: (317) 233 -7745 NATIONAL RESPONSE CENTER (800)- 424 -8802 CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING REPORTS ARE PROPERLY SUBMITTED. THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF IN AN APPROVED MANNER IN COMPLIANCE WITH LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. 14 CONTACT INFORMATION FOR TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLUTION PREVENTION FOR THE PROJECT SITE SEE THIS SHEET FOR INFORMATION 15 CURRENT REVISION DATE ON ALL SHEETS SEE TITLE BLOCK 5 I 4 3 2 1 SWPPP FOR POST CONSTRUCTION 1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE — POTENTIAL POLLUTANTS FROM POST— CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. 2 POST— CONSTRUCTION STORMWATER QUALITY MEASURES — A. LOCATION — SEE SHEET C201. WATER QUALITY UNITS (2), SNOUTS AND THE EXISTING WET POND WILL BE UTILIZED. B. DIMENSIONS — SEE SHEET C201. C. SIZING CALCULATIONS — SEE DRAINAGE REPORT. D. DETAILED SPECIFICATIONS — SEE 0 &M MANUAL. E. CONSTRUCTION DETAILS — SEE SHEET C202 —C203. 3 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION — SEE CONSTRUCTION SEQUENCE, BELOW. 4 STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM OR RIPARIAN HABITATS — SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C201. STORMWATER WILL BE CHANNELED THROUGH ENCLOSED STORM PIPE TO AN EXISTING POND. ON A HIGH WATER EVENT, WATER WILL BE HELD IN THE EXISTING POND, ALLOWING SEDIMENT TO SETTLE PRIOR TO LEAVING THE SITE. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST— CONSTRUCTION STORMWATER QUALITY MEASURES— SEE ATTACHED 0 &M CONSTRUCTION SEQUENCE: THE CONSTRUCTION SHALL CONSIST OF ASPHALT PAVEMENT, EXCAVATION OF EXISTING TOPSOIL /CLAY MOUNDS, CONSTRUCTION OF APARTMENT BUILDINGS, RE —USING AN EXISTING WATER QUALITY UNIT (IF POSSIBLE), AND THE CONSTRUCTION OF NEW SIDEWALKS, ROADS, SEWERS, UTILITIES, ETC. THE CONSTRUCTION SEQUENCING SHALL BE EXPLAINED BELOW. NOTE: BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G. WETLANDS), TO BE PRESERVED IF APPLICABLE, AND VEGETATION SUITABLE FOR FILTER STRIPS, ESPECIALLY IN PERIMETER AREAS. A. A PRE — CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF CARMEL BEFORE ANY EARTH DISTURBANCE CAN COMMENCE. B. PRIOR TO CONSTRUCTION ON SITE THE FOLLOWING INFORMATION SHALL BE PROVIDED ON SITE: 1. SIGNAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY. 2. SIGNAGE SHOWING LOCATION OF SITE LOCATION ENTRANCE. SAID SIGNS SHALL BE PLACED ALONG COLLEGE AVE. AND AT ENTRANCE ALONG 116TH STREET. ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND SITE CONSTRUCTION UPDATE REPORTS. A PRE — CONSTRUCTION MEETING IS TO BE ARRANGED AT SITE PRIOR TO ANY CONSTRUCTION ACTIVITI ES. C. AT THE END OF EACH WORK DAY, BUILDER SHALL ENSURE THAT STREETS ARE CLEAN OF DEBRIS /SEDIMENT AND THAT THE SITE HAS BEEN STABILIZED. D. CONSTRUCTION ACCESS DRIVE — TOP SOIL STRIPPING (IF NECESSARY) & STONE PLACEMENT SHALL BE INSTALLED AS SHOWN ON PLANS AT ENTRANCE FROM PRIVATE DRIVE. E. PERIMETER EROSION CONTROL — SILT FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES AS SHOWN. F. INSTALL TEMPORARY DIVERSION SWALES IF NEEDED G. EARTHWORK — EXISTING TOPSOIL MOUND TO BE REMOVED FROM SITE. TOP SOIL FOR SITE SHALL BE STRIPPED AND SPREAD IN AREAS REQUIRING FILL. TEMPORARY SEEDING SHALL TAKE PLACE TO DISTURBED AREAS THAT REMAIN UNALTERED FOR MORE THAN 15 DAYS. MASS EARTHWORK SHALL BEGIN ON PADS AND STREETS. DIRT FROM SWALES TO BE SPREAD IN AREAS WHICH REQUIRE FILL AS DESIGNATED ON SITE DEVELOPMENT PLAN. SILT FENCE MUST BE PLACED ON BOTH SIDES OF THE SWALE. ALL DISTURBED AREAS MUST BE PERMANENTLY SEEDED ONCE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. REMOVE EXISTING STORM SEWER AS NOTED. REMOVE EXISTING WATER QUALITY UNIT AND REPLACE AT NEW LOCATION WHEN INSTALLING STORM SEWERS. H. SANITARY SEWER — INSTALLATION OF SEWER SHALL BEGIN. DISTURBED AREAS TO BE TEMPORARY SEEDED AS CONSTRUCTION IS COMPLETED. I. STORM SEWER — STORM INLETS, STORM PIPES, AND UNDERDRAINS SHALL BE CONSTRUCTED AS WARRANTS. SWALES TO BE SEEDED AND MULCHED BEFORE STREET CURBS ARE STARTED AND PIPES INSTALLED. INLET PROTECTION TO BE INSTALLED UPON THE COMPLETION OF THE INSTALLATION OF THE STORM INLETS. RAISE WALL AROUND EXISTING POND TO ELEVATION SHOWN ON SHEET C301. J. UTILITIES — COORDINATION WITH UTILITIES FOR WATER MAINS, GAS LINES, TELEPHONE, CABLE TV AND ELECTRIC LINES TO TAKE PLACE AS WORK PROGRESSES. PROPER GRADING AND SEEDING TO BE INSTALLED UPON COMPLETION OF INSTALLED UTILITIES. K. PAVEMENT — LIME STABILIZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUT IN PLACE. EROSION CONTROL STRUCTURES SUCH AS SILT FENCE AND KOIR WATTLES /COCONUT MAT SHALL BE ADJUSTED TO ORIGINAL LOCATIONS AND REPAIRED IF NEEDED. PERMANENT SEEDING TO BE PUT IN PLACE ALONG BACK OF CURB IN ACCORDANCE WITH STATED PLANTING CHART. L. FINISH GRADING — FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED, RIP —RAP TO BE INSTALLED AND /OR INSPECTED IF PREVIOUSLY PUT IN REQUIRED LOCATIONS. PERMANENT SEEDING TO BE PLACED IN ACCORDANCE WITH EROSION CONTROL PLAN AS SHOWN. INSTALL COCONUT MAT OVER PAVED INLETS AND SILT FENCE INLET PROTECTION FOR NON PAVED INLETS. M. CLEANUP — CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. ALL INLETS AND END SECTIONS TO BE CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. N. POST APPROVED SWPPP DOCUMENTS AND PERMITS ON —SITE. 0. FINAL LANDSCAPING — INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. REMOVE STRAW WATTLE WHEN VEGETATION HAS BEEN ESTABLISHED. P. INDIVIDUAL BUILDING CONSTRUCTION — REFERENCE DETAILS SHOWN ON C201 —C202 FOR EROSION CONTROL PRACTICE PLAN AND ANY SPECIFICATIONS DURING CONSTRUCTION. CONCRETE WASHOUT AND INLET PROTECTION TO REMAIN UNTIL BUILDING CONSTRUCTION IS COMPLETE. 0. PERMANENT SEED ALL AREAS OF DISTURBANCE. Contact Person for Erosion Control & Sediment Practices JEFFER Y J. GREN 12130 THICKET HILL CIRCLE CARMEL, IN 46033 TELEPHONE: 317-989-1681 CONTACT PERSON. JEFF AND JULIE GREN —NOTE — THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. — WARNING— THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. CONS TR UC TION PLA NS -DATED 10/18/2012 3 2 1 O V1 00 v N N Q 'C M � � O cd �, W W � v? a t.0 r—+ oo \O U ,� ••-•+ O ct W Q p v� `O Z CD r� U ;P-4 CL • °� j LocVM 3 Z 9., co U Cn 13130 00 00 x CD Cd CQ 0 7 CD 44 �: M 00 M Q T_ V1 � 'C M t, C � U W W �> U U Q ~ C CL d co U Cn 13130 CQ 0 7 J 0 �W CO C: J cD 00 Q N y o o cy- Z 1 -5 Qw �Q caL E N Q W w O Z C5 CZ7 Z x o C14 �j as w E_ A w r� ra A Z d v� Z O 4 w SHI �O �C EEO �;•G \STER•• N * WE I OF IA NP Qmss,% �ONAL'��• JAMES E. SHIELDS JR. P.E. 10201333 r, J a O r� A W d a W a SHEET NO. a Q) C202 PROJECT NO. W12 -0478 d 4 W U W� t, zrz w t, O d CO CO O nn IN J ":4 �v ` R, D C202 PROJECT NO. W12 -0478 = m-A m Lm " Wei / / o � � .. � � - C'4 V) �CDo � m K � \` | ( | 8 | 7 o 5 l /\ �', -01 1 1 1 __ U." 20' SANITARY SEWER EASEMENT L- ---- \~ � co 8' 8i S�� � cb | / / ( ! )/ / � EX 6.0 C�d | �� - '' {' 89l�5� 1 v 121- CHARLES J. MEYER & �97- � �KAREN T. MEYER /NSTR . #200300054532 < / n 4 o z . ~^~`^~~~~ ^'~--~' 1. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED ~ = AND CONNECTED TO NEW STORM SEWER AND POSITIVE DRAINAGE REINFORCED CONCRETE PIPE PRESERVED. 2. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL HANCOR ox HI-0 OR EQUIVALENT. 3. DECORATIVE 3|GN3, SPRINKLER 3YSTEMS, TREE3, LANDSCAPING MOUNDS, = SWALE FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN > THE PUBLIC RIGHT OF WAY. 4. THERE SHALL BE NO FRAMES, CAST|NGS, OR VALVE BOX EXTENSIONS IN ~~ SANITARY SEWER LINE THE STREET PAVEMENT, CURB3, S|DEWALKS, OR ASPHALT PATH FOR ANY SANITARY, ORA|NAGE, AND UTILITY UTILITY INSTALLATIONS IN THE PUBLIC RIGHT-OF-WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. ��1��/T��7y �����7 SEWER - 5 NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN ��/��������T � EASEMENT � APPROVED STORM WATER MANAGEMENT PERMIT. 5. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY = SANITARY SEVER EASEMENT - NATIONAL FLOOD INSURANCE PROGRAM. WHEN PLOTTED BY SCALE ON ~~ FLOW DIRECTION FLOOD INSURANCE RATE MAP #18057CO205F AND 18057CO205F. DATED FEBRUARY 19. 2003 7. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UT|UTIES, THE EXPENSE = EXISTING SPOT ELEVATION OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER 0 ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE ui PROPOSED R/W. APpROX LOCATION [)F THE ~ -- \ END SECTION ' ALMOND REGULATED DRAIN EASE ` (75' STATUTORY �S��TAS D { | DRIVEWA FROM TOP OF BANK ON �{TH S/ } N | | �' � | | ( \ \ \ ``^ . � \ N (^[�'/' \ �___,�___� ____ | _/_ __�� / / � +o��u D/TCH) .//4 ')E. :)IL/T REPORT) /o 7 ' 6 | | 5 | i 4 s | u | | > I LEGEND 0 �m �N -------- = RIGHT-OF-WAY LINE PEAK DISCHARGE (CFS) ~ = RCP = REINFORCED CONCRETE PIPE ACTUAL W/ 6- SSID = STORM SEWER LINE M. H. = ox 0 -------- = SWALE DETENTION VOLUME REQUIRED > D. 8c U. E. = DRAINAGE AND UTILITY EASEMENT (100 YR) ~~ SANITARY SEWER LINE S. D. 8c U. E. = SANITARY, ORA|NAGE, AND UTILITY 0.25 ACRE-Fr � = SANITARY SEWER MANHOLE oo 11.0 = � -------- = SANITARY SEWER LATERAL |� «D `t = SANITARY SEVER EASEMENT ---------- ~~ FLOW DIRECTION = EXISTING SPOT ELEVATION H.C. 0 mo wo 0 ui ~ ^- ~~ EXISTING CONTOURS . . mE �J «» � = PROPO3EO ELEVATION -- --- -- = SUBSURFACE DRAIN AND SUMP LINE SEWER oo `� oo � o = STORM BEEHIVE INLET r7 .� o = STORM |NLE T = SUBSURFACE DRAIN T.C. � TOP OF CASTING ~� * -~ C:) n -~ oo rn � N � m |NV. = INVERT PEAK DISCHARGE (CFS) RCP = REINFORCED CONCRETE PIPE ACTUAL W/ 6- SSID M. H. = MANHOLE DRAINAGE AREA TO DETENTION STIR. = STRUCTURE DETENTION VOLUME REQUIRED (10 YR) D. 8c U. E. = DRAINAGE AND UTILITY EASEMENT (100 YR) 0.13 ACRE-FT S. D. 8c U. E. = SANITARY, ORA|NAGE, AND UTILITY 0.25 ACRE-Fr _� � EASEMENT TW = TOP OF WALL |or0|� |� S.E. = SANITARY SEVER EASEMENT H.C. = HANDICAP RAMP ' . . mE = MATCH EXISTING GRADE -- --- -- = SUBSURFACE DRAIN AND SUMP LINE SEWER STM = STORM r7 .� � CONCRETE ENO SECTION S.S.O. = SUBSURFACE DRAIN TYP. = TYPICAL PROP. = PROPOSED EX. = EXISTING MFF = MIN FINISH FLOOR ELEVATION r M.F.P.G. = MIN FLOOD PROTECTION GRADE M.L.A.C. = MIN LOWEST ADJACENT GRADE B.S.L. = BUILDING SETBACK LINE r�1 |8cE = INGRESS/EGRESS EASEMENT ~~ EMERGENCY FLOW ROUTE | DISCHARGE SUMMARY PEAK DISCHARGE (CFS) OVERALL RELEASE FROM DRAINAGE SYSTEM" OVERALL ALLOWABLIE* ACTUAL W/ 6- SSID DRAINAGE AREA TO DETENTION POND 2.0 ACRES DETENTION VOLUME REQUIRED (10 YR) 0.10 ACRE-IFT DETENTION VOLUME REQUIRED (100 YR) 0.13 ACRE-FT DETENTION VOLUME PROVIDED � 0.25 ACRE-Fr _� � � ERosmm CONTROL SEEDING uw/ns (VARIABLE) VARIABLE VARIABLE VARIABLE GRADE AS SHOWN ON 5:1 SLOpC PLANS N- COMPACTED TOPSOIL FILTER FABRIC FLUSH WITH SIDES. NO AIR GAPS. NO. 2 STONE 2.00' OVERLAP 6" SSD 0 ON SEAM INFILTRATION T��N/`�� [`�/l��c�_����`T|[lN //,/ /�-/ /`r°/ `�//x TRENCH / �^/`��.�.� ./�-�^ / /��/x (NO SCALE) SVrLE CROSS—SECTION Uj CL CU cn _0 U) nO � � � z � B, HIE � OF D 1A JAMES E. SHIELDS JR. P.E. 10201333 A (NO SCALE) T���T��� ' �^~���^`�'�'�' TOTAL ACREAGE 2.00 ACRES � CIQ Know what's below. | | �, CaMU before you d^ -14 Wi/h/n /noYono Co� 811 Or 800-J87-5544 24 Hours n Day, 7 omo o Week. SCALE: 1 2O` o PER INDIANA STATE LAW /o a-/-zo IT IS AGAINST THE LAW TO EXCAVATE SHEET NO WITHOUT woT/pY/wo THE uwoERcnouwo LOCATION SERVICE TWO (2) WORKING 1O 2O 4O o*«s aEponc oowwswo/wo wonx ^ CONSTR UCTION PLANS z 2 PROJECT NO. A T D 10 18 2012 W12-0478 m � Z �� �� � � � � ��m � � _� � � 0 c� 0 |or0|� |� |� |E_- � � � z � B, HIE � OF D 1A JAMES E. SHIELDS JR. P.E. 10201333 A (NO SCALE) T���T��� ' �^~���^`�'�'�' TOTAL ACREAGE 2.00 ACRES � CIQ Know what's below. | | �, CaMU before you d^ -14 Wi/h/n /noYono Co� 811 Or 800-J87-5544 24 Hours n Day, 7 omo o Week. SCALE: 1 2O` o PER INDIANA STATE LAW /o a-/-zo IT IS AGAINST THE LAW TO EXCAVATE SHEET NO WITHOUT woT/pY/wo THE uwoERcnouwo LOCATION SERVICE TWO (2) WORKING 1O 2O 4O o*«s aEponc oowwswo/wo wonx ^ CONSTR UCTION PLANS z 2 PROJECT NO. A T D 10 18 2012 W12-0478 3 Ln U W Cl- 0 Cn J_ Q W 0 O O Ln cu U / 0 U E a � N W / N O d O N N / N O L O O'� Z � p 0 10 9 TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MARCH i, 2007 1. STANDARD SPECIFICATIONS OF THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT (THE DISTRICT) AND INDIANA DEPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 715 OF THE CURRENT INDOT STANDARD SPECIFICATIONS BOOK. 2. SANITARY SEWER GRAVITY PIPE, UNLESS PRESSURE RATED PIPE REQUIRED PER IAC OR DIRECTIONAL DRILLED PIPE, SHALL BE PVC IN ACCORDANCE WITH ASTM D- 3034 -89 WITH A MINIMUM WALL THICKNESS DESIGNATION OF SDR =35 AND INSTALLED PER ASTM 2321 -89 SPECIFICATIONS. PVC PIPE SHALL BE GROOVED BELL, SPIGOT END, AND GASKETED. THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF 12454B. 3. PVC SEWER GRAVITY FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D- 3034 -89 SPECIFICATION. ALL FITTINGS SHALL BE MOLDED IN ONE PIECE WITH STANDARD PIPE BELLS, GASKETED ELASTOMERIC JOINTS, AND SPIGOT ENDS. SINGLE PIECE MOLDED PVC WITH STANDARD PIPE BELLS, GASKETS AND SPIGOT ENDS FOR BACK TO BACK TEE WYES ARE ACCEPTABLE. WALL THICKNESS OF ALL FITTINGS SHALL HAVE A MINIMUM DESIGNATION OF SDR -26. GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MINIMUM CROSS- SECTIONAL AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F -477 SPECIFICATION. 4. ALL SANITARY MANHOLES SHALL BE PRECAST CONCRETE MANHOLES IN ACCORDANCE WITH ASTM C -478 AND SECTION 720 OF THE CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK. 0 -RINGS SHALL CONFORM TO C -443. DOUBLE ROW OF KENT SEAL OR EQUIVALENT SHALL BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS AND CASTINGS. MANHOLE STEP SPACING SHALL BE NO MORE THAN 16- INCHES. MANHOLES SHALL BE AIR TESTED FOR LEAKAGE IN ACCORDANCE WITH ASTM C1244 -02, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST. A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATING DEVICES MUST BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PERFORMANCE SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE MANUFACTURER AND ACCEPTED BY THE DISTRICT ENGINEER. THE VACUUM EQUIPMENT MUST BE CAPABLE OF TESTING THE ENTIRE MANHOLE, INCLUDING THE CASTING AND RISER RINGS. B. WITH THE VACUUM TESTER SET IN PLACE: 1. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE VALVE OPEN. 2. DRAW A VACUUM OF TEN (10) INCHES OF HG. (5 PSI) AND CLOSE THE VALVE. C. ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABLISHED FROM THE ELAPSED TIME FOR A NEGATIVE PRESSURE CHANGE FROM TEN (10) INCHES TO NINE (9) INCHES OF MERCURY. THE MAXIMUM ALLOWABLE LEAKAGE RATE FOR A FOUR (4) FOOT DIAMETER MANHOLE MUST BE IN ACCORDANCE WITH THE FOLLOWING: MINIMUM ELAPSED TIME FOR A: MANHOLE DEPTH PRESSURE CHANGE OF 1 INCH HG 10 FEET OR LESS 60 SECONDS >10 FEET BUT <15 FEET 75 SECONDS >15 FEET BUT <25 FEET 90 SECONDS FOR MANHOLES FIVE (5) FEET IN DIAMETER, ADD AN ADDITIONAL FIFTEEN (15) SECONDS AND FOR MANHOLES SIX (6) FEET IN DIAMETER, ADD AN ADDITIONAL THIRTY (30) SECONDS TO THE TIME REQUIREMENTS FOR FOUR (4) FOOT DIAMETER MANHOLES. FOR ALL MANHOLES DEEPER THAN TWENTY -FIVE (25) FEET, THE ENGINEER WILL DETERMINE THE APPLICABLE MINIMUM ELAPSED TIME. 23� D. IF THE MANHOLE FAILS THE TEST, NECESSARY REPAIRS MUST BE MADE. THE VACUUM TEST AND REPAIRS MUST BE REPEATED UNTIL THE MANHOLE PASSES THE TEST. E. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, THE MANHOLE MUST BE DISASSEMBLED AND THE JOINT SEALANTS REPLACED. F. MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING REPAIRED. 5. BUTYL RUBBER COATING SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 3- INCHES ABOVE TO 3- INCHES BELOW EACH JOINT. THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR TO APPLYING THE RUBBER COATING. INSIDE JOINTS TO BE FILLED WITH PRECOAT PLUG MATERIAL. ENTIRE EXTERIOR SURFACE OF SANITARY SEWER MANHOLES SHALL BE SPRAYED WITH A BITUMINOUS COATING AND ALL EXTERIOR GAP EXPOSURE OF RISER RINGS SHALL BE BACK PLASTERED OR GROUTED WITH NONSHRINK GROUT. R RINGS SHALL BE SEALED USING FLEX RIB INTERNAL 6. THE MANHOLE CHIMNEYS, INCLUDING ALL RISE CHIMNEY SEAL MANUFACTURED BY CRETEX, NPC, OR APPROVED EQUAL. THE FLEX RIB INTERNAL CHIMNEY BAND SHALL EXTEND FROM 3- INCHES BELOW THE TOP OF THE CONE SECTION TO 3- INCHES OVER THE MANHOLE CASTING FRAME OR PER MANUFACTURERS INSTALLATION PROCEDURES IF DIRECTED OTHERWISE. INTERNAL CHIMNEY SEAL SHALL BE INSTALLED AFTER MANHOLE VACUUM TESTING AND PRIOR TO FINAL ACCEPTANCE. WATER TEST MAY BE DONE, PER MANUFACTURER OR DISTRICTS RECOMMENDATION, TO PROVIDE ASSURANCE THAT INTERNAL CHIMNEY SEAL IS WATER TIGHT. 7. THE CASTING ELEVATIONS ARE SET BY PLAN, HOWEVER, THE CASTINGS ARE TO BE ADJUSTED IN THE FIELD BY THE DISTRICT'S REPRESENTATIVE, SHOULD A DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXISTING GRADE. NEW MANHOLE RING(S) AND COVER SHALL BE INSTALLED TO ESTABLISH GRADE. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL BE 12 -INCH ON EXISTING STRUCTURE ADJUSTMENT AND 10 INCH MAXIMUM ON NEW CONSTRUCTION. 8. BACKFILL AROUND ALL INSTALLED OR PROPOSED MANHOLE STRUCTURES, SIDEWALKS, BIKE PATHS AND /OR ALL PAVED AREAS SHALL BE MADE WITH GRANULAR MATERIAL (B- BORROW) OR NO. 8 STONE, UP TO 18 INCHES BELOW CROSS SECTION THICKNESS (WHICH INCLUDES "NO. 53" STONE DEPTH). IF MORE STRINGENT BACKFILLED REQUIREMENTS ARE SET OUT PER CITY, TOWN, COUNTY, OR DISTRICT SPECIFICATIONS THOSE STANDARDS SHALL BE FOLLOWED. TRENCHES OPENING WITHIN 5 -FEET OF BACK OF CURB OF PAVED ROADWAYS, SHALL BE BACKFILLED WITH GRANULAR MATERIAL OR NO. 8 STONE IN ACCORDANCE WITH SECTION 211 OF THE CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY, AND COUNTY PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSTRUCTION. 10. INITIAL AS- BUILTS SHALL BE PRESENTED TO THE INSPECTING ENGINEER PRIOR TO FINAL SUBMITTAL TO THE DISTRICT FOR REVIEW, OTHERWISE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A SET OF PRINTS SHOWING ACTUAL SEWER LOCATIONS AND INVERTS INCLUDING LATERAL LOCATION, DEPTH AND LENGTH. SUCH AS- BUILTS PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED. AS- BUILTS SHALL BE SUBMITTED PER THE DISTRICTS CURRENT STANDARD WHICH CAN BE FOUND AT WWW.CTRWD.ORG 11. THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A DETECTABLE METAL POST SET IMMEDIATELY ABOVE THE SAID TERMINATION POINT IF FULL CONNECTION IS NOT IMMEDIATELY MADE. 12. ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST. SAID TEST SHALL BE CONDUCTED ACCORDING TO ASTM F1417 -92, AND SHALL BE WITNESSED BY A DISTRICT EMPLOYEE OR THE DISTRICT'S REPRESENTATIVE. THE TESTING SHALL BE IN ACCORDANCE WITH TABLE 1. AS FOLLOWS WITH 0.5 PSI BEING ADDED FOR EACH FOOT OF WATER ABOVE THE SEWER LINE BEING TESTED. SEWER LINES SHALL BE SUBJECT TO VISUAL LEAK INSPECTION AT DOWN STREAM MANHOLES WITH ALL VISUAL LEAKS BEING REPAIRED AND SUBJECT TO TELEVISING REQUESTS BY THE DISTRICT. 13. PRIOR TO FINAL DEFLECTION TEST (MANDREL TEST) ALL MAINLINES SHALL BE CLEANED AND FREE OF ANY DEBRIS. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 5% DEFLECTION TEST RESULTS. ( *THE FOLLOWING ARE CONSIDERED NON- FLEXIBLE PIPES: CONCRETE PIPE, DUCTILE IRON PIPE, AND CAST IRON PIPE). THE DEFLECTION TEST SHALL BE PERFORMED WITH A NINE -POINT MANDREL. PROVING RINGS SHALL BE AVAILABLE AT THE TIME OF TEST OTHERWISE NO TESTING WILL BE ALLOWED. ALL MANDREL TESTING SHALL BE WITNESSED BY A DISTRICT EMPLOYEE OR THE DISTRICTS REPRESENTATIVE. 14. THE ENDS OF LATERALS ARE TO BE PLUGGED WATER TIGHT WITH A GASKETED CAP CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE. LATERALS SHALL BE SUBJECT TO VISUAL LEAK INSPECTION AT DOWNSTREAM MANHOLES WITH ALL VISUAL LEAKS BEING REPAIRED. U F- O 10 9 8 1 7 15. BEDDING FOR FLEXIBLE PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6- INCHES BELOW THE PIPE TO 12- INCHES ABOVE THE PIPE. MANHOLES SHALL BE PLACED ON NO LESS THAN 6- INCHES OF NO. 8 CRUSHED STONE BEDDING. 16. WATER LINE, UTILITY, AND LEGAL DRAIN CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH THE MORE STRINGENT OF THE TWO; 3271AC 3 -6 -9 OR THE DISTRICTS STANDARD DRAWINGS. 17. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION, AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT UNATTENDED. 18. NO WATER SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING CONSTRUCTION. CONTRACTOR SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET IN ACCORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS (327 -IAC 3- 6 -20). ANY PIPE ENTERING EXISTING SEWERS SHALL BE PLUGGED WITH SCREW TYPE MECHANICAL, BRACED PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS AND ALL PUNCH LIST ITEMS ARE COMPLETE. 19. ALL SEWER LATERALS INSTALLED SHALL BE BEDDED THE SAME AS THE MAIN LINE SEWER. 20. FORTY -EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE DISTRICT PRIOR TO THE START OF SEWER CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO DOING ANY TESTING DONE ON THE SEWER. 21. MANHOLE CASTINGS SHALL BE STAMPED "SANITARY SEWER," (NEENAH CASTING R -1772 OR EAST JORDAN 1022Z1 GS) AND BE SELF - SEALING TYPE. THE CASTING FLANGE SHALL BE 34 INCHES AND THE CLEAR OPENING SHALL BE MIN. 20 -13/16 INCHES. WATERTIGHT CASTINGS SHALL BE BOLT DOWN EAST JORDAN 1022Z1 PT AND ALSO STAMPED "SANITARY SEWER." 22. THE MINIMUM SLOPE OF THE SEWER SHALL BE: SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE 8 -INCH 0.40% 10 -INCH CITY OF CARMEL UTILITY 0.28% 12 -INCH 3:46 0.22% 15 -INCH 5:40 0.15% 18 -INCH 7:34 0.12% 23. THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH MANHOLE SECTION AS CONSTRUCTION PROGRESSES. SUCH MEASUREMENTS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON -SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE SECTIONS CAN BE CONSTRUCTED IN ADVANCE OF SUCH MEASUREMENTS. 24. IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION AND ANY OTHER AFFECTED SEWER SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM SLOPES. 25. LATERALS ARE TO BE INSTALLED WITH A MINIMUM 14 GAUGE TRACER WIRE FROM THE WYE TO THE TERMINUS. UPON LATERAL COMPLETION THE CONTRACTOR FOR THE BUILDING OR HOME WILL EXTEND THE WIRE FROM THIS TERMINUS TO THE BUILDING CLEANOUT ADJACENT TO THE BUILDING. Pipe Diameter (in.) Minimum Times, min:s Length Minim Time, U CITY OF CARMEL UTILITY z 4 3:46 59-1 6 5:40 39f 8 7:34 29� 10 9:26 23� 12 11:20 19� 15 14:10 15� 18 21 17:00 19:50 13: 11 24 22:40 9� 27 25:30:00 8E 30 28:20:00 8C 33 31:10:00 7� 36 34:00:00 8E Lei 5 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. ALL HOUSES, BUILDINGS, ETC. SHALL CONNECT TO THE DISTRICT'S SANITARY SEWER SYSTEM WITHIN 90 DAYS OF NOTICE PROVIDING A SEWER IS WITHIN 300 FEET FOR HAMILTON COUNTY OR 100 FEET FOR BOONE COUNTY OF THE PROPERTY LINE. ONLY ONE BUILDING MAY CONNECT TO THE SEWER TO MAIN PER LATERAL UNLESS OTHERWISE APPROVED BY THE DISTRICT. 2. NO FOUNDATION OR OTHER STORM WATER DRAINS SHALL BE INTERCONNECTED TO THE SEWER LATERAL INSTALLED AND CONNECTED TO THE DISTRICT'S SANITARY SEWER. 3. THE EXISTING SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK MAY ONLY BE USED IF IT IS LOCATED UNDER A BUILDING ADDITION, PATIO, PORCH OR PAVED DRIVEWAY. AIR TEST IS REQUIRED TO SHOW IF ACCEPTABLE FOR RE -USE. THE PROPERTY OWNER SHALL BEAR THE COST OF ALL TESTING. THE DISTRICT INSPECTOR MUST BE ONSITE FOR THE DURATION OF THE AIR TEST. 4. THE OWNER OR CONTRACTOR SHALL NOTIFY THE DISTRICT PRIOR TO COVERING THE INSTALLED LATERAL SO THAT THE DISTRICT CAN MAKE AN INSPECTION TO DETERMINE COMPLIANCE WITH THE DISTRICT'S SEWER USE ORDINANCE. SUCH NOTIFICATION SHALL BE 24 HOURS PRIOR TO THE NEED FOR THE INSPECTION. IF THE INSPECTION FALLS AND A SECOND INSPECTION IS REQUIRED, OR CONTRACTOR IS NOT ON SITE FOR SCHEDULED INSPECTION, OR FAILS TO CANCEL INSPECTION, AN ADDITIONAL FEE OF $100.00 WILL BE DUE. THIS MUST BE PAID PRIOR TO THE TIME OF THE FOLLOW UP INSPECTION. 5. PROPERTY OWNERS ARE HEREBY ADVISED THAT THE COUNTY BOARD OF HEALTH REGULATES THE OPERATION AND MAINTENANCE OF PRIVATE SEWAGE DISPOSAL (SEPTIC) SYSTEMS. THE COUNTY ORDINANCE PROVIDES IN PART THAT, UPON CONNECTION TO A PUBLIC SEWER, A SEPTIC TANK "...SHALL BE ABANDONED (PUMPED CLEAN) AND FILLED COMPLETELY WITH EARTHEN MATERIAL OR STONE IN A SAFE AND SANITARY MANNER." PLEASE CONTACT THE APPROPRIATE COUNTY BOARD OF HEALTH FOR FURTHER INFORMATION AND TO NOTIFY THE DEPARTMENT OF THE ABANDONMENT. 6. ACCEPTABLE PIPE MATERIALS: PVC PIPE: SDR 35 OR SDR 26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): YELOMINE SRD 21, ASTM D2241, SIX INCH PIPE (USE ONLY PER APPROVAL OF THE DISTRICT ENGINNER) GASKETED JOINTS: ASTM D3212 GASKETS: ASTM F477 FITTINGS: SDR 26 OR BETTER (NO FEMCO'S ALLOWED) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL HDPE DR11 WITH COMPRESSION FITTINGS, MECHANICAL, OR ELECTROFUSED JOINTS CLEANOUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART. 7. BEDDING: USE NUMBER 8 CRUSHED STONE OR NUMBER 8 FRACTURED FACE AGGREGATE. NUMBER 8 STONE BACKFILL MATERIAL IS TO BE PLACED FROM 6 INCHES BELOW TO 12 INCHES ABOVE THE PIPE. THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES WIDE (SIX INCHES ON BOTH SIDES OF THE PIPE). 8. LATERALS SHALL BE INSTALLED NO CLOSER THAN 20 FEET FROM WATER WELLS UNLESS PVC PRESSURE GRADE PIPE IS USED MEETING SDR 21 AND ASTM D2241. ANY PROPOSED INSTALLATION REQUIRING PRESSURE PIPE SHALL BE REVIEWED AND ACCEPTED BY THE DISTRICT AND THE DISTRICT'S ENGINEER PRIOR TO INSTALLATION. 9. WHERE A TRANSITION IS MADE BETWEEN SDR 35 PIPE AND PRESSURE GRADE SDR 21 PIPE, A DUCTILE IRON GASKETED MECHANICAL COUPLING SHALL BE USED. 10. LATERALS SHALL TERMINATE WITHIN 3 FEET OF THE BUILDING UNLESS THE CONDITIONS IN ITEM #3 ABOVE ARE MET. NO GLUED PIPE SHALL BE INSTALLED OUTSIDE THREE FEET OF BUILDING FOUNDATION WALLS. 11. ADDITIONAL INFORMATION ON DISTRICT STANDARDS AND SPECIFICATIONS MAY BE OBTAINED FROM THE DISTRICT'S OFFICE DURING BUSINESS HOURS OF 8:00 A.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY: ALL DISTRICT STANDARDS CAN BE LOCATED ON OUR WEB SITE AT HTTP /WWW.CTRWD.ORG f . CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE SUITE A INDIANAPOLIS, IN 46280 PHONE: 844 -9200 FAX: 844 -9203 12. SEPTIC EFFLUENT SHALL NOT BE PUMPED OUT INTO THE SANITARY SEWER SYSTEM. 13. THE DISTRICT SHALL INSPECT ALL LATERALS. PLEASE CALL THE DISTRICT OFFICE AT 844.9200 24 HOURS PRIOR TO TIME OF INSPECTION. 14. CONTRACTORS SHALL LAY 14 GAUGE SOLID WIRE THE ENTIRE LENGTH OF THE LATERAL. WIRE IS TO BE PLACED ON TOP OF THE LATERAL. THE DISTRICT INSPECTOR WILL VERIFY PLACEMENT OF THE WIRE. AFTER INSPECTION, BEDDING IS TO BE PLACED ON TOP. 15. CALL BEFORE YOU DIG. IUPPS 1 -800- 382 -5544, 48 HOURS PRIOR TO DIGGING. Lateral- rev.11 -09 -11 rh 4 1 3 CITY OF CARMEL WATER UTILITY APPROVED LIST OF CONSTRUCTION MATERIALS 1) WATER MAIN: SHALL BE DUCTILE IRON PRESSURE CLASS 350. 2) BLUE REFLECTIVE WARNING TAPE: SHALL BE INSTALLED 181N ABOVE ALL WATER MAINS. 3) TRACING WIRE (10 OR 12 GAUGE): TO BE INSTALLED WITH ALL WATER MAINS. THERE MUST BE ACCESS TO THE TRACER WIRE AT EACH VALVE BOX, WITH ENOUGH WIRE IN THE VALVE BOX TO INSURE THE PROPER CONNECTION TO THE LOCATING MACHINE. 4) FIRE HYDRANTS: SHALL BE MUELLER (SAFETY YELLOW, M.A.B. # 0433291, SHERWIN WILLIAMS # F75YP2) (CARMEL CLAY SPEC. HYDRANTS SHALL BE OPEN RIGHT AND WILL HAVE A SAFETY BLUE STRIPE AROUND HYDRANT BONNET FROM THE FACTORY). THE HYDRANT PUMPER NOZZLE SHALL BE OF ONE -PIECE DESIGN, COMPATIBLE WITH 5" STORZ HOSE COUPLING. THE NOZZLE SHALL BE AN INTEGRAL PART OF THE FIRE HYDRANT AND MUST BE FURNISHED BY THE MANUFACTURER OR AUTHORIZED DISTRIBUTOR DESIGNATED BY THE MANUFACTURER. MUELLER MODEL 290220 FOR CASTING AND 290221 FOR CAP. STORZ ADAPTERS WILL NOT BE ACCEPTED. 5) VALVES: SHALL BE RESILIENT SEAT GATE VALVE, MUELLER ONLY. (CARMEL CLAY SPEC. VALVES SHALL BE OPEN RIGHT) BUTTERFLY VALVES SHALL BE USED FOR SIZES OVER 121N. 6) FITTINGS: SHALL BE UNION, TYLER. 7) MECHANICAL JOINTS: SHALL BE MADE WITH MEGALUGS. 8) VALVE BOXES: SHALL BE UNION TYLER OR EAST JORDAN IRON WORKS. 9) POSI CAPS OR BOX LOKS: SHALL BE INSTALLED, WITH EACH GATE VALVE.* *NOT TO BE USED ON BUTTERFLY VALVES.*** 10) CURB BOXES: SHALL BE UNION, TYLER. 11) TAPPING SLEEVES: SHALL BE SMITH BLAIR, ROMAC, OR JCM 12) REPAIR CLAMPS: SHALL BE FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS. SMITH BLAIR 226, FORD F -1, JCM OR MUELLER EQUAL. 13) TAPPED REPAIR CLAMPS: (FOR %,11N, 1112 IN, AND 21N TAPS ON PVC, 11/21N AND 21N ON DUCTILE IRON AND SERVICE REPAIRS) SHALL BE 121N LONG, FULL CIRCLE STAINLESS STEEL WITH DUCTILE LUGS AND TAPERED THREADS. SMITH BLAIR, FORD, JCM, MUELLER. 14) SAMPLE STATIONS: SHALL BE INSTALLED AT THE UTILITIES REQUEST. (GIL INDUSTRIES MODEL # EH 101). 15) SERVICE LINES: 3/41N, 11N, 11/21N, 21N, SHALL BE K - COPPER. 16) BRASS: COMPRESSION FITTINGS. PACK JOINTS NOT ALLOWED (SEE METER PIT SPECS. FOR MAKE AND MODEL #) 17) JOINT RESTRAINS: SHALL BE FIELD LOCK GASKETS OR MECHANICAL BELL JOINT RESTRAINTS. 18) HDPE SLEEVES: SHALL BE USED FOR SERVICES THAT CROSS MAJOR CITY STREETS. ** V & 1 " LINES WILL USE 3" HDPE SLEEVE * *1 lh" & 2" LINES WILL USE 4" HDPE SLEEVE 19) ADDITIONAL KICKERS: SHALL BE SOLID BLOCK AND BRICK. NO POURED CONCRETE. WATER AND SEWER UNDER PAVEMENT SIDEWALK PAVED AREAS AND WITHIN RIGHT -OF -WAY BEDDING, HAUNCHING, INITIAL BACKFILL BEDDING, HAUNCHING AND INITIAL BACKFILL REQUIREMENTS AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT OR SIDEWALK OR OTHER PAVED AREAS AND FOR ALL INSTALLATIONS WITHIN CITY RIGHT -OF -WAY SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVED BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING AT TIME OF INSTALLATION. FINAL BACKFILL SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUB -BASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 -FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER. DIGITAL AS -BUILT REQUIREMENTS CITY OF CARMEL WATER UTILITIES REQUIRES TWO (2) SETS OF PAPER AS- BUILTS AS WELL AS TWO (2) DIGITAL COPIES DRAWN WITH AUTOCAD VERSION 2004 OR EARLIER. THE AS -BUILT DRAWINGS MUST INCLUDE STREETS, LOTS, WATER MAINS, AND THE MEASUREMENTS BETWEEN ALL FITTINGS, (VALVES, LATERALS, FITTINGS, SERVICE LINES). WATER WILL NOT BE TURNED ON OR APPROVED UNTIL THIS REQUIREMENT IS FULFILLED. ALL VALVES, HYDRANTS FITTINGS, ETC ARE REQUIRED TO BE CAPTURED USING SURVEY GRADE EQUIPMENT AS GPS POINTS AND SUBMITTED WITH AS- BUILTS. MORE INFORMATION CAN BE FOUND IN THE CITY OF CARMEL SPECS. for Time for U CITY OF CARMEL UTILITY z a GENERAL NOTES: im Longer ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. Specification Time for Length (L) Shown, min:s CONNECTION. 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE ft. Length, S 4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. 5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH MECHANICAL /PLUMBING DRAWINGS. 7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. 8) MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN J STORM /SANITARY SEWER SYSTEMS AND DOMESTIC /FIRE LINE SERVICE. 100 150 200 250 300 350 400 450 ' 0.380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 1.520 L 7:34 7:34 7:34 7 :34 7:36 8:52 10:08 11:24 I 2.374 L 9:26 9:26 9:26 9:53 11:52 13:51 15:49 17:48 i 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38:00 5.342 L 14:10 14:10 17:48 22:15 26:42:00 31:09:00 35:36:00 40:04:00 i 7.692 L 17:00 19:13 25:38:00 32:03:00 38:27:00 44:52:00 51:16:00 57:41:00 10.470 L 19:50 26:10:00 34:54:00 43:37:00 52:21:00 61:00:00 69:48:00 78:31:00 13.674 L 22:47 34:11:00 45:34:00 56:58:00 68:22:00 79:46:00 91:10:00 102:33:00 17.306 L 28:51:00 43:16:00 57:41:00 72:07:00 86:32:00 100:57:00 115:57:00 129:48:00 21.366 L 35:37:00 53:25:00 71:13:00 89:02:00 106:50:00 124:38:00 142:26:00 160:15:00 25.852 L 43:05:00 64:38:00 86:10:00 107:43:00 129:16:00 150:43:00 172:21:00 193:53:00 30.768 L 51:17:00 76:55:00 102:34:00 128:12:00 153:50:00 179:29:00 205:07:00 230:46:00 5 1 1 4 2 I 1 CITY OF CARMEL UTILITY PIPE INSTALLATION ALL WORK SHALL BE IN THE BEST PRACTICES OF THE WATER UTILITY INDUSTRY AND THE AMERICAN WATER WORKS ASSOCIATION, AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS. FURTHERMORE: 1) ANY DAMAGE DONE TO THE CITY OF CARMEL WATER UTILITY'S SYSTEM BY THE CONTRACTOR /DEVELOPER OR HIS AFFILIATES SHALL IMMEDIATELY BE REPAIRED, TO THE SATISFACTION AND DIRECTION OF THE CITY OF CARMEL WATER UTILITY BY THE CONTRACTOR /DEVELOPER AT HIS OWN EXPENSE. 2) SHOULD THE CONTRACTOR /DEVELOPER PROPOSE TO DEPART FROM THE SPECIFICATIONS CONTAINED HEREIN, HE SHALL SUBMIT SAMPLES AND /OR SPECIFICATIONS OF SUCH ALTERNATIVES TO THE CITY OF CARMEL WATER UTILITY BEFORE PROCEEDING. 3) NO WORK SHALL BE PERFORMED UNDER CONDITIONS WHICH IN THE OPINION OF THE CITY OF CARMEL WATER UTILITY WOULD ADVERSELY AFFECT THE QUALITY OF THE FINISHED JOB. 4) THE CONTRACTOR /DEVELOPER SHALL CONDUCT HIS WORK SO AS NOT TO 0 00 0 N 0 �o r� .,." as b a� o � U .� o U ci 0 vn 0 a; o . ed to -b o •� 00 �o �%Noo �c N M 1- 00 00 r- or- .4 o M 00 M x z w a w w 3 a a INTERFERE WITH THE PRESENT OPERATION OF THE CITY OF CARMEL WATER UTILITY'S C WATER /SANITARY SEWER SYSTEM. IF ANY WORK INTERFERENCE IS ENCOUNTERED .a) BETWEEN THE CITY OF CARMEL WATER UTILITY AND THE CONTRACTOR /DEVELOPER, N THE CITY OF CARMEL WATER UTILITY WILL RECEIVE PRIORITY IN SCHEDULING. C W W = _ CITY OF CARMEL WATER UTILITY •> Q U U DEVELOPER INSTALLED WATER MAINS - (D 1) THE DEVELOPER WILL SUBMIT TWO (2) SETS OF PRELIMINARY PLANS FOR H--1 _� C PROPOSED DEVELOPMENT SO THE CITY OF CARMEL WATER UTILITY CAN DETERMINE V co THE MAIN LOCATION AND SIZING, LOCATION OF HYDRANTS, SERVICE LINES AND VALVES _0 TO CONFORM TO THE CITY OF CARMEL WATER UTILITY'S STANDARDS AND SPECIFICATIONS. OEM Cl) CCU 2) DEVELOPER WILL PROVIDE PLANS THAT CONFORM TO THE CITY OF CARMEL WATER O 0 J UTILITY'S STANDARDS FOR MAIN EXTENSIONS. IN GENERAL, THE CITY OF CARMEL M WATER UTILITY WILL RESPOND WITHIN TEN (10) BUSINESS DAYS. 3) CONTRACTORS SHALL CALL CITY OF CARMEL WATER UTILITY FOR AN ON -SITE PRE - CONSTRUCTION MEETING BEFORE WORK BEGINS. CONTRACTOR MUST HAVE APPROVED PLANS ON -SITE AND ALL MATERIALS TO BE USED MUST BE APPROVED BY o A CITY OF CARMEL WATER UTILITY INSPECTOR. 00 w r 4) CONTRACTOR WILL ALLOW INSPECTION BY CITY OF CARMEL WATER UTILITY z o w Zi A w � m w INSPECTORS DURING THE CONSTRUCTION OF THE WATER MAIN EXTENSION AND WILL E.., N d N w �' w o Ln HONOR THE CITY OF CARMEL WATER UTILITY'S REQUEST FOR FIELD CHANGES IN MAIN z z x w� i EXTENSIONS RELATED TO LOCATION, WORKMANSHIP AND MATERIALS AS THEY RELATE R w Q o TO CITY OF CARMEL WATER UTILITY STANDARDS AND SPECIFICATIONS. *ALL DUCTILE IRON WATER MAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE. a BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE ALL WATER MAINS. TRACER WIRE MUST BE INSTALLED WITH ALL WATER MAIN LAID IN CARMEL. 5) THE CONTRACTOR WILL HAVE WATER MAIN EXTENSIONS PRESSURE TESTED PER A CITY OF CARMEL UTILITY SPECIFICATIONS AND WITNESSED BY CITY OF CARMEL WATER UTILITY'S INSPECTOR. THE DEVELOPER'S CONTRACTOR SHALL BE BILLED FOR ALL BACTERIOLOGICAL LAB SERVICES. 6) THE CONTRACTOR WILL CONDUCT THE DISINFECTION OF WATER MAIN EXTENSION, WITH DIRECT SUPERVISION BY A CITY OF CARMEL WATER UTILITY OPERATOR. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR THE DE- CHLORINATION OF THE WATER FLUSHED OFF DURING DISINFECTION PROCESS. 7) ONLY AFTER THE WATER MAIN EXTENSION PASSES THE CITY OF CARMEL UTILITY'S LABORATORY TESTING, AND TWO (2) SETS OF AS -BUILT PLANS AND ONE (1) DIGITAL COPY HAVE BEEN TURNED IN TO THE CITY OF CARMEL WATER UTILITY, WILL THE WATER BE TURNED ON BY THE CITY OF CARMEL WATER UTILITY. U CITY OF CARMEL UTILITY z a GENERAL NOTES: 1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY AND AND Cr ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 2) PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAB a CONNECTION. 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. 5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH MECHANICAL /PLUMBING DRAWINGS. 7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. 8) MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN J STORM /SANITARY SEWER SYSTEMS AND DOMESTIC /FIRE LINE SERVICE. 9) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC /FIRE LINE INSTALLATION AND STORM SEWER /SANITARY SEWER INSTALLATION. 10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND IRRIGATION SYSTEM. 11) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS. 12) SANITARY SEWER LATERALS, WATER SERVICE, & ELECTRICAL /TELEPHONE CONDUITS SHALL BE B- BORROW FOR STRUCTURE BACKFILL, MEETING ALL CURRENT INDOT REQUIREMENTS. 13) THERE ARE TO BE NO WATER VALVES OR MANHOLES PLACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. 14) THE DEVELOPER SHALL VERIFY THE ELEVATIONS OF EXISTING UTILITIES AND DESIGN PLANS ACCORDINGLY. EXISTING INFRASTRUCTURE SHALL NOT BE MOVED TO ACCOMMODATE NEW DEVELOPMENTS. NOTES: *SHOULD METER PIT NEED RAISED TO GRADE, A MID STATE METER BOX EXTENSION SHOULD BE USED. NO METER SHOULD BE RAISED MORE THAN 6 ", WITHOUT APPROVAL FROM CARMEL UTILITIES. USING BRICKS OR CEMENT BLOCKS IS NOT AN APPROVED METHOD OF RAISING A METER PIT. *SHOULD THE METER LID NEED RAISED IT SHOULD BE DONE WITH A FORD ELEVATOR RING PART #ER15CX OR ER3CX. *SERVICE LINES REQUIRE COMPRESSION FITTINGS ONLY. NO PACK JOINTS ALLOWED. (NO FITTINGS SHOULD BE MADE IN THE METER PIT) MUST HAVE A CONTINUOUS PIECE OF COPPER FROM METER TO AT LEAST 5' OUTSIDE METER PIT, ON HOUSE SIDE. *THERE SHALL BE NO BURIED JOINTS OR COUPLINGS, EXCEPT FOR THE CORPORATION STOP ON THE WATER MAIN. *NO PIT SHALL BE INSTALLED IN A TRAFFIC AREA, SUCH AS A DRIVEWAY OR SIDEWALK. *THE METER PIT IS TO BE INSTALLED JUST OFF THE UTILITY EASEMENT, ON PRIVATE PROPERTY, IN THE MIDDLE OF THE LOT 5' LEFT OR RIGHT OF CENTER, AND AS CLOSE TO THE EASEMENT LINE AS POSSIBLE. *THERE WILL BE A RE- INSPECTION FEE FOR EACH ADDITIONAL INSPECTION NEEDED. *METER PIT LID GRADE SHALL BE FLUSH WITH THE GROUND. (HOMEOWNER SHOULD BE ABLE TO MOW OVER LID) CONS TR UC TION PLANS -DATED 10/18/2012 • F,G� TER Q � : > . N *-.0E1 3 *= of �NAL'���` AMES E. SHIELDS JR. P.E. 10201333 x 2 a 0 w Q w x d a w x a SHEET NO. w CrIl W C500 PROJECT NO. W12 -0478 U c 3 � V) U w cn Ln Ld w 0 I 0 0 U a) C O V rn E Q) .� rn L I p w 0 N � o � N 0 N r L N N L U CA = o F- w v °moo Q J In Pei r: PATH WOTH 0 5' 12" C TO C MAX. SPACING HOOK ~� BOLTS CLASS. "A ". CONC E +2T SECTION A -A CONC. PIPE TOE ANCHOR RIP -RAP ON SIDE FILTER FABRIC 12" (MIN) RIP -RAP DETAIL (NO SCALE) GROOVED ON OUTL END TONGUE END ON D INLET END C F- I I a Q Q A 0 GROOVE (OR TONGUE) T BE THE SAME AS ON STANDARD 6.•` `� REINFORCED CONCRETE PIPE A ASTM DESIGNATION C -76 CLASS "A" CONCRETE Y H LONGITUDINAL_ SECTION w " -8" HAND -LAID RIP -RAP ON FILTER FABRIC DIA. T (MIN) A= C= D= E= K= R 1 _ z 12" , -- - 5" 4' -3" 6' -2" 2' -0" 1.3 10 1 8" 9" GRADE 15' j.._ FF 7" 4' -0" I 4 =m t : 5 12 1/2" 11 " 1 18" 2 1/2" 11 " 4' -1 " - 6' 2" :- 1.8 15 1/2" 12" 1,300 _ 1'REfi, ED �I GRADE COMP ,l TD IPI ACCORD ACE 11 -s WITH SlCrI N 2 �:C2 CGIF STAaDARZ, I_dDO. SIFIECS., 3-6" 2.1 (- R- 0 1 } r L � €11 {l l{ 13" 1500 ( 1 _ 3 1' -0" NO SCALE 6' -3" 4' -0" 2.3 16 3/16' 14" -YD, HMA 13 TUMIt' OUS SURFACE 9.5 mm ON 27 3 1 4 1 -1 2 -5' 6 -3 3.10 # /'sYDl HMa1A BfT41MEN0(J<_k INTERMEDIATE 19-0 mm Old 2.6 C/� 14 1/2" } 5* COMPACTED AGGRE(SATE #5335 STONE ON 3 1 2 €4 OFaI' #'ACTED SUBGRADE 1' -10" 6' -3" � = r (NIDTH UT RCRE ATONAL ASPHALT PATH AS DESIGNATED � BY C-ARME . TERNATIVE Tf�AN S ORII N PL AN 4 _ 18 1 2" 15" 5' 12" C TO C MAX. SPACING HOOK ~� BOLTS CLASS. "A ". CONC E +2T SECTION A -A CONC. PIPE TOE ANCHOR RIP -RAP ON SIDE FILTER FABRIC 12" (MIN) RIP -RAP DETAIL (NO SCALE) GROOVED ON OUTL END TONGUE END ON D INLET END C F- I I a Q Q A 0 GROOVE (OR TONGUE) T BE THE SAME AS ON STANDARD 6.•` `� REINFORCED CONCRETE PIPE A ASTM DESIGNATION C -76 CLASS "A" CONCRETE Y H LONGITUDINAL_ SECTION w " -8" HAND -LAID RIP -RAP ON FILTER FABRIC DIA. T (MIN) A= C= D= E= K= R 1 R 2 APPROX. WEIGHT 12" 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1 8" 9" GRADE 15' 2 1/4- 7" 4' -0" 6' -3" 2' -6" L5 12 1/2" 11 " 1 18" 2 1/2" 11 " 4' -1 " - 6' 2" 3' - 0" 1.8 15 1/2" 12" 1,300 21 2 3 4 11 3' -6' 6' -3 3-6" 2.1 16 1 8" 13" 1500 24' 3 1' -0" 2' -8" 6' -3" 4' -0" 2.3 16 3/16' 14" 1800 27 3 1 4 1 -1 2 -5' 6 -3 4 -6' 2.6 18 3/16" 14 1/2" 2100 30' 3 1 2 1' -2" 1' -10" 6' -3" 5' -0" 2.9 18 1 2" 15" 2400 33 3 3 4 1 -3 11 3' -6 8'-3-- 5 -6 .1 23 3 4" 17 1 2" 4 36' 4 1' -5" 3' -1" 8' -3" 6' -0" 3.4 24 3/16 20 4200 TOLERANCE t 1" ~ ' NOTE: METAL PIPE END SECTIONS CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED Z MAY BE USED WITH CONCRETE CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II ( AS SET OUT IN STANDARD SPECIFICATIONS) PIPE, WHERE PERMITTED BY o LOCAL CODES, PROVIDING THE REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, METHOD OF CONNECTION IS A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. �Q R APPROVED BY THE ENGINEER �- PRIOR TO INSTALLATION OF PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. Y DIA. 6 "I-4 THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES PLAN VI EW Q ARE FLUSHED_ THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. 7 IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0" IN LENGTH. ,r VARIATIONS IN DIMENSIONS -THE THICKNESS OF THE CONCRETE THE POSITION F T 0 STEEL, AND THE /<< S 1 1/2 "R. 1 1/2 "R. INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE 4:1 LL SLIP ��AF SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C- F-1 Y -Y 76. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE PIPE CONCRETE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. CULVERT END SECTION EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE l Jpl , a' IN PLACE AND ACCEPTED. COMPUTED LENGTH RIP -RAP TO BE PLACED OF CULVERT ON SIDE SLOPE WHEN CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST PAY LENGTH I END SECTION CALLED FOR ON PLANS THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." OF CULVERT LENGTH (D) SLOPE DETAIL PRECAST CONCRETE END SECTION DETAIL (NO SCALE) 7 1 6 0FF ICE 0F` THE HA A1,T0N C 0 U N T Y S R V F �r0 BANK- A RMOI IE T AT OUTLET PIPE III OPEN CHANNEL - __ ....... ._.___ 1 h, I.F,J P : Ta6 ( k i , 17 I #- CENTER Lai +TF OF F[ €'' E. DF ELOPE I i.r ' g- •'•'"t4� 1 .,-f { k U #-E _ F e A N I?t �PlIAN VIEW! 'DRAWING NO' TO SCALIE RE it ff1:D R0 STANDARD PLA�4 ar F3. EL) I -- k K EP4TL C.'r RB1 F {AMI -i o 'ti^,UN E r r rP.,_I,F€'3�° 1`A1'} MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 -FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. EVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH EVIATION SHALL BE INCLUDED AS A REQUIREMENT N AS-BUILT/RECORD Q 0 DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. 5 1 4 5" MINIMUM TOPSOIL OR 53 STONE of L PA VENT OI` VA IE . TI J R _S _ I SIT OF SUBGRADE FINAL BACKFILL _ ' SHALL BE PER NOTE 1. MINIMU CO ._R °A L BE PER NOTE 3. BEt•D❑ r�'yy ,y; ('�� �a .. HAVING MATERIAL ,. PEE fi17�L,IIT[�Y BN , r...U. I INN, �7A'�I�G 'S'I�rSl l'llli R�Y4 TRENCH WDTH, INITIAL r BACKFILL MATERIALS, _ INSTALLATION, PLACEMENT, AND CO PACeeTiION PER [�c ST NDA, 1 RAC nCE OF UTILITY HAVING tRISDICITON OVER Bc INSTALLATIOIN. WA TER & SEWER MAIN AND LA TERAL TRENCH DETAIL FOR INS TA L L A TIONS W THIN Cl T Y RIW NOTES, NO SCALE 1. FINAL 8ACKfA1 FOR UTILITY INSTALLATIONS WHERE "L" IS 5` OR LESS SHALL BE 13=1510RRIIYW FOR STRUCTURE. BACKFIII MEETING THE MATERIAL REWIREMAENTS OF THE INDOT k-ND SHALL BE COMPACTED IN 6* MAXIMUM LIFTS TD NEDT LESS THAN 95 STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE WATERIAL PLACED. THE -RACKFILL FOR THE TOP G' OF THE EXCAVATION BELOW THE LWIT OF SCBGRA E ` HIA4L1, DE J53 STONE MEETING THE MATERIAL REWIREMAENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN S STANDARD PROCTOR DENSITY FOR T=HE ENTIRE DEPTH OF PHE MATERIAL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALI TION HAS A MORE STRINGENT FINAL BAMLL REQUIREMENT, THE MORE STRINGENT REWIREVENT WLL GOVERN. . 2. THIS REQUIREMENT SHALL APPLY FOR ALL UTUTY INSTALLATIONS (IIN UC NG BUT NOT LIMITED TO WATER MAIDS, MATER SERVICE LATERALS, SANITARY IMAINS, SANITARY SERVICE LATERALS, CAS PIPING, PO R, TELECOM M AND CATV CONDUITS OR DUCT BANK) MTHIN EXISTING AND PRCPDSED CITY OF CARMEL R W LIMITS, . FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS DF THE JURISDICITON OF THE UTILITY, THE M' =NIMUM COVER FROM THE TOP OF THE INSTALLED PARENT TO T'HE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BAND SHALL BE THE PAVEMENT SECTI DN THICKNESS (ALL BI TU I INOUS, AND AGGREGATE MATERIAL. ABOVE THE SUBGRADE) DE) PLIES 1 " -0", BUT UNDER NO CIRCUMSTANCES SMALL THE COVER ALONG ANY PART OF THE PIPE CONDUIT OR DUCT BANK FROM THE IFINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 15 FEET. IF THE STANDARD PRACTICE OE THE UTILITY THAT HAS &RISDIC71ON OVER THE INSTALLATION HAS A MORESTRINGNT COVER RE%IREIT, THE MORE STRINGENT ROUREMAENT SHALL CO1(`N, 4, IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL W11TH B- BORROW TO BOTTOM OF EXISTING SUSGRADE AND FILL TO THE LIMIT OF TREATED SUBGRADE VdTH LIME STABALIZED SOIL Cl ARVL-L _ - - I STANDARD I DRAWING WATER ER SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLATIONS WITHIN CITY R W NOTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CaffACT THE LATE• OR LATERAL i 20* VESTAL CASTING MTH 12* LIDO LETTERED 1. PENTAGONAL -K D. PPE MINIMUM 3* ABOVE STOINE 7.2 LBS/FT, MIN, 3" DEEP OR EQUAL la" FROM TOP OF PIPE TO BOTTOM. OF METER PIT. CONTRACTOR SHALL NOT ALLOW PETER PIT TO CONTACT LATERAL/TEE-WTE CONCRETE CAP. M M M 1" & MA)aMIU #" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING - TRACE W RE , - FINAL GRADE CLEANOUT TYPE 3 (GRASS OR LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) .6- CLEARANCE FROM TOP OF PIPE 1 TOP OF 18 STONE i i a- PVC r r- t • 6' SEWER LATERAL Q .rIs -T + No. 19219 STATE OF CLAY TOWNSHIP REGIONAL WASTE DISTRICT w- -- " CTR'D " =: Schneider TYPE 3 OLEA OUT DETAIL DaU 12/06/06 Me T.\6 66\001\DWG DETnS\]N-DTIS WG 10 I 9 I 8 I � I C I 5 3 2 E CD 0o NOTE: w � Isl � N WATER MAIN AND SANITARY Q E�_�l I FF11 11 I1 SEWERS SHALL BE PLACED IN N Z CD rT1 SEPERATE TRENCHES. i--+ i� Frye l OP OSEll I� GRADE 10' MIN. 3' E..., N GRADE W CIS k -UNDERCUT W ,. �'� - - z - U I � I- III -I I I -_ DEPTH F LoW �- III -1 I I -1 I I 00 I I III III I CODER Q C4 C:l x U Q -I III II III III I I I ANOTHER UTILITY FACILITY I I _ -1I -1II; _ (TELEPHONE, GAS, ELECTRIC, M I I III U in I I I -1 I I I I M I I_ CABLEVISION, ETC.) I ICI I -III TYPICAL WATER MAIN DEPTH II -III • -III - III -] I I -_- WATER MAIN 1. ALL PIPE SHALL HAVE A -1 I I -III SW ALES WITH I� i r ,1 THAN 1�. SLOPE I -I 11 -I MINIMUM OF 54' COVER. -III - III -I � I) i III SANITARY OR STORM SEINER WATER MAIN LYING PARALLEL TO SEWER CD I`--1 3 SECTION VIEW a 1/2 PIPE LENGTH 1/2 PIPE LENGTH __-I SANITARY OR A STORM c 18" MIN. Cu WATER MAIN 7 FLOW 0 l JOINT JOINT J WATER MAIN CROSSING SEWER SECTION VIEW WATER AND SEWER SEPERATION DETAIL 0FF ICE 0F` THE HA A1,T0N C 0 U N T Y S R V F �r0 BANK- A RMOI IE T AT OUTLET PIPE III OPEN CHANNEL - __ ....... ._.___ 1 h, I.F,J P : Ta6 ( k i , 17 I #- CENTER Lai +TF OF F[ €'' E. DF ELOPE I i.r ' g- •'•'"t4� 1 .,-f { k U #-E _ F e A N I?t �PlIAN VIEW! 'DRAWING NO' TO SCALIE RE it ff1:D R0 STANDARD PLA�4 ar F3. EL) I -- k K EP4TL C.'r RB1 F {AMI -i o 'ti^,UN E r r rP.,_I,F€'3�° 1`A1'} MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 -FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. EVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH EVIATION SHALL BE INCLUDED AS A REQUIREMENT N AS-BUILT/RECORD Q 0 DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. 5 1 4 5" MINIMUM TOPSOIL OR 53 STONE of L PA VENT OI` VA IE . TI J R _S _ I SIT OF SUBGRADE FINAL BACKFILL _ ' SHALL BE PER NOTE 1. MINIMU CO ._R °A L BE PER NOTE 3. BEt•D❑ r�'yy ,y; ('�� �a .. HAVING MATERIAL ,. PEE fi17�L,IIT[�Y BN , r...U. I INN, �7A'�I�G 'S'I�rSl l'llli R�Y4 TRENCH WDTH, INITIAL r BACKFILL MATERIALS, _ INSTALLATION, PLACEMENT, AND CO PACeeTiION PER [�c ST NDA, 1 RAC nCE OF UTILITY HAVING tRISDICITON OVER Bc INSTALLATIOIN. WA TER & SEWER MAIN AND LA TERAL TRENCH DETAIL FOR INS TA L L A TIONS W THIN Cl T Y RIW NOTES, NO SCALE 1. FINAL 8ACKfA1 FOR UTILITY INSTALLATIONS WHERE "L" IS 5` OR LESS SHALL BE 13=1510RRIIYW FOR STRUCTURE. BACKFIII MEETING THE MATERIAL REWIREMAENTS OF THE INDOT k-ND SHALL BE COMPACTED IN 6* MAXIMUM LIFTS TD NEDT LESS THAN 95 STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE WATERIAL PLACED. THE -RACKFILL FOR THE TOP G' OF THE EXCAVATION BELOW THE LWIT OF SCBGRA E ` HIA4L1, DE J53 STONE MEETING THE MATERIAL REWIREMAENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN S STANDARD PROCTOR DENSITY FOR T=HE ENTIRE DEPTH OF PHE MATERIAL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALI TION HAS A MORE STRINGENT FINAL BAMLL REQUIREMENT, THE MORE STRINGENT REWIREVENT WLL GOVERN. . 2. THIS REQUIREMENT SHALL APPLY FOR ALL UTUTY INSTALLATIONS (IIN UC NG BUT NOT LIMITED TO WATER MAIDS, MATER SERVICE LATERALS, SANITARY IMAINS, SANITARY SERVICE LATERALS, CAS PIPING, PO R, TELECOM M AND CATV CONDUITS OR DUCT BANK) MTHIN EXISTING AND PRCPDSED CITY OF CARMEL R W LIMITS, . FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS DF THE JURISDICITON OF THE UTILITY, THE M' =NIMUM COVER FROM THE TOP OF THE INSTALLED PARENT TO T'HE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BAND SHALL BE THE PAVEMENT SECTI DN THICKNESS (ALL BI TU I INOUS, AND AGGREGATE MATERIAL. ABOVE THE SUBGRADE) DE) PLIES 1 " -0", BUT UNDER NO CIRCUMSTANCES SMALL THE COVER ALONG ANY PART OF THE PIPE CONDUIT OR DUCT BANK FROM THE IFINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 15 FEET. IF THE STANDARD PRACTICE OE THE UTILITY THAT HAS &RISDIC71ON OVER THE INSTALLATION HAS A MORESTRINGNT COVER RE%IREIT, THE MORE STRINGENT ROUREMAENT SHALL CO1(`N, 4, IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL W11TH B- BORROW TO BOTTOM OF EXISTING SUSGRADE AND FILL TO THE LIMIT OF TREATED SUBGRADE VdTH LIME STABALIZED SOIL Cl ARVL-L _ - - I STANDARD I DRAWING WATER ER SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLATIONS WITHIN CITY R W NOTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CaffACT THE LATE• OR LATERAL i 20* VESTAL CASTING MTH 12* LIDO LETTERED 1. PENTAGONAL -K D. PPE MINIMUM 3* ABOVE STOINE 7.2 LBS/FT, MIN, 3" DEEP OR EQUAL la" FROM TOP OF PIPE TO BOTTOM. OF METER PIT. CONTRACTOR SHALL NOT ALLOW PETER PIT TO CONTACT LATERAL/TEE-WTE CONCRETE CAP. M M M 1" & MA)aMIU #" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING - TRACE W RE , - FINAL GRADE CLEANOUT TYPE 3 (GRASS OR LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) .6- CLEARANCE FROM TOP OF PIPE 1 TOP OF 18 STONE i i a- PVC r r- t • 6' SEWER LATERAL Q .rIs -T + No. 19219 STATE OF CLAY TOWNSHIP REGIONAL WASTE DISTRICT w- -- " CTR'D " =: Schneider TYPE 3 OLEA OUT DETAIL DaU 12/06/06 Me T.\6 66\001\DWG DETnS\]N-DTIS WG 10 I 9 I 8 I � I C I 5 3 2 E EXISTING GRADE CD 0o w � Isl � N N L. :3 Q E�_�l I FF11 11 I1 1 N Z CD rT1 175 i--+ i� Frye l OP OSEll I� GRADE > E..., N O W CIS k -UNDERCUT W ,. �'� z z - U _ ...... i TO ALLOW FOR FUTURE SILTING 1 3 ...:.a:� LoW 00 L 1 P. A v Q C4 C:l x U Q -� U U in • 00 � 00 x U 1I RI RA I REQUIRED Jt SW ALES WITH I� i r ,1 THAN 1�. SLOPE - -- ©0© � co l r rH HAMILTON COUNTY OFFICE 0 * SURVEYOR C � T CD I`--1 3 CD M 00 M a EXISTING GRADE CD CD � Isl 0) C N N C N L. :3 I �• - _ r 1p f �� •�.. 3 R)�1N.� i i E�_�l I FF11 11 I1 1 N Z CD rT1 175 i--+ i� Frye l OP OSEll I� GRADE o E..., N W m Q A� -UNDERCUT W ,. �'� z z - U _ ...... i TO ALLOW FOR FUTURE SILTING 1 3 ...:.a:� LoW L 1 P. A v Q C4 C:l x U Q -� U in U 1I RI RA I REQUIRED Jt SW ALES WITH I� i r ,1 THAN 1�. SLOPE ©0© � co 0 __-I c W Cu EXISTING GRADE 7 PERFORATED SUBSURFACE DRAIN IS_= PIPE WITH MINIMUM 0.5Z GRADIENT, SEE DEVELOPME4T PLAN FOR SIZES (115.. JNIMLTM AND INVERT ELaEVArTiONS, NOTE- TILE SHALL BE DOUBLE WALL,- SMOOTH WALL PERFORATED PLASTIC PIPE, TYPICAL SWALE DETAIL 4DRAWING :NOT TO SCALE) HAMILTON COUNTY S URVEYOR` S OFFICE REVISED ,-_.16 AUG 2005 .. __.._....... r � APPROVED: STANDARD PLAN r IC EN r _ 6 - WARD. 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OPAL AND DEEP CONNECTION Date 12/06/06 File T.\6 ;Col \DWGS rrM 7-DU.UT CON S UCTION TR DATED PROJECT N0� PLANS - 10/18/2012 W 12 0478 4 3 2 1