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07090014 Development Plans Rcv. 2/8/2008 DOCS
n rn 3 Cp 0 C1. CD N O p N CD CD a} p O -�t 0 W O CD 0 N N r1 � m � o r pl W Lv / O X O 0 6 O CCD o c 0 N o >o� �o�� 0 o N O N O N O v /tom-' `-' P-0 o a 0 C3 C 3 23 O N N O C3 CD u t N 0 w�� w� cNimr- x C) °O 0 0 0 0 o N o CD NU . CL o�= _y 3 of v 21 Li a> MUNICIPALITY: g CITY OF CARMEL 3- TJ= ONE CIVIC SOUARE ' CARMEL, IN 46032 - - - - - C� lh ELF �� t j, JAMES BRAINARD, MAYOR Ph. (317) 571 -2403 FAX 317) 844 -3498 OWNER: fir .✓,r 3 �... 3' a�� rat �Y rrt ".� -, .r. y'�.,,t �: t Z ,{, F � { e y a` >Fe s.t 5' Kj. =, i„ r d,`.' �" 1 -•=i'. _ - _ + �n�nt'r c�'.ra.y yri��,.. +�.y�`ry,,r�srt 2`riwt �'ir52y�•C {r�q f 3i.y.� rn� ,- s� 1 fir✓ i f f't,: -'r 1�^+i..lA.7 r s fi I,; l rNr1 J ,J rr lrr rrl1% 7trlr�ir�Jtirrl� /+JJ(�If�'�11i��777 f /J /JJr�lfj �Ir /�1�rl +Jr rl,fff , +r rGrf+ Irr /r'1 r r� rfrl+ f41; r/r I /Jr /l rJlr, /JJrrq / /lurflJ /J/jfJf �!iJ /rf /r'r�rfrrrlr! %/ rr` ��iff ` /f /rJ /r /�ll�r�r /r�rJN�f /(r r,rr ri�lir rtlit,n`lJ,iffrrr/ ,,�J �tfl � r Jl! r r/! /f /�, •./�i. /'/ rl'r ' •r' +:rji 'iiii,(i� ,'i: i; i; (' 7 jrlJr�' 11 /�L1'irJ rgriJf �li,:: r,,IJ fJi'•, rrj��r j f'' Ji• %/.i. rlJ it ;I %G.11�r,�rr r J I�.IfJ /IJ��J11�rf �1:�'I Jl!!j,rlj f% -i -- -- - - - - -- -- Jr , J 1 /'� r,: r G lflr nJ,.. 1, r '•l% li� rl /i /!, ";1 r,,,,,itl,' +;r rlllrFr�l %(,�lltrflr'Jrr, l ,•!� iJ ��f; 10251 HAGUE ROAD INDIANAPOLIS, INDIANA 46256 CONTACT BILL DAHM Phone: (317) 572 -9250 Fax: (317) 572 -9251 ENGINEER: 0 Architects + Engineers Sdutions by Design Since 1937 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 46250 (317) 842 -6777 FAX (317) 841 -4798 LOCATION MAP LEGAL oescPoPnoN: PROPOSED LOT TWO • portion of the property of Kite Michigan Road, LLC • part of Instrument Number 200300043769 September 26, 2003 A part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest Corner of the Northwest Quarter of said Section 7, Township 17 North, Range 3 East; thence North 89 degrees 05 minutes 48 seconds East (Basis of bearings assumed from a survey recorded as Instrument Number 200300080608 in the Office of the Recorder of Hamilton County, Indiana) 330.02 feet along the North Line of said Northwest Quarter to the northwestern corner of a 0.894 -acre tract of land granted to the State of Indiana ( "State tract") (recorded as Instrument Number 200000007462 in said Recorder's Office) (the following seven (7) courses are along the boundary of said State tract; (one) thence South 00 degrees 18 minutes 30 seconds East 52.85 feet parallel with the West Line of said Northwest Quarter, (two) thence North 88 degrees 34 minutes 24 seconds East 100.84 feet; (three) thence North 88 degrees 48 minutes 29 seconds East 524.93 feet; (four) thence South 57 degrees 05 minutes 37 seconds East 118.93 feet; (five) thence South 22 degrees 51 minutes 51 seconds East 98.48 feet; (six) thence South 20 degrees 57 minutes 18 seconds East 84.21 feet to the POINT OF BEGINNING of this description; (seven) thence continue South 20 degrees 57 minutes 18 seconds East 202.38 feet; thence South 69 degrees 02 minutes 42 seconds West 216.30 feet perpendicular to a western line of said State tract; thence North 65 degrees 57 minutes 18 seconds West 21.21 feet; thence North 20 degrees 57 minutes 18 seconds West 167.38 feet parallel with said western line; thence North 24 degrees 02 minutes 42 seconds East 28.28 feet; thence North 69 degrees 02 minutes 42 seconds East 211.30 feet perpendicular to said western line to the POINT OF BEGINNING, containing 1.067 acres, more or less. D7I���OpG�ir��G!�� O r_J 0 N\\\\ • \` 1`' ��� J�J��-�� � \ill Fl( /// �� ,s_ �JJ� l`l`. f `, t�` t / r< i 1 I t t li r , r I `} 5 / � �• Jam/ '� l .k - \\ '�•, -°'' ws�„�•�r° � ; \ 1, \\ \ % % �. 0 % % 0 0 \%\ t % n t \\ v `4 % f 15 �x i / / / J � � V. i COVER SHEET TELEPHONE C100 MAP SHEET DUKE- SHIRLEY HUNTER C101 EXISTING CONDITIONS GAS C201 SITE PLAN 776 -5553 A, SITE DETAILS 252 -4274 1 GRADING PLAN BIRGHTHOUSE -JASON KIRKMAN C401 STORMWATER POLLUTION PREVENTION PLAN C402 STORMWATER POLLUTION PREVENTION NOTES C403 STORMWATER POLLUTION PREVENTION DETAIL C501 UTILITY PLAN CITY OF CARMEL -GARY DUNCAN C502 UTILITY DETAILS DRAINAGE - COUNTY C503 i \k C504 UTILITY DETAILS 571 -2441 C701 STORM SEWER PLAN AND PROFILE L101 LANDSCAPE DESIGN t .b� � � 1` \ \•j LANDSCAPE OVER UTILITY PLAN t1 tI LIGHTING LAYOUT ll I IN �o 0 N N C O .N N ac W z z / r< i 1 I t t li r , r I `} 5 / � �• Jam/ '� l .k - \\ '�•, -°'' ws�„�•�r° � ; \ 1, \\ \ % % �. 0 % % 0 0 \%\ t % n t \\ v `4 % f 15 �x i / / / J � � V. i COVER SHEET TELEPHONE C100 MAP SHEET DUKE- SHIRLEY HUNTER C101 EXISTING CONDITIONS GAS C201 SITE PLAN 776 -5553 C202 SITE DETAILS 252 -4274 1 GRADING PLAN BIRGHTHOUSE -JASON KIRKMAN C401 STORMWATER POLLUTION PREVENTION PLAN C402 STORMWATER POLLUTION PREVENTION NOTES C403 STORMWATER POLLUTION PREVENTION DETAIL C501 UTILITY PLAN CITY OF CARMEL -GARY DUNCAN C502 UTILITY DETAILS DRAINAGE - COUNTY C503 UTILITY DETAILS 776 -9628 C504 UTILITY DETAILS 571 -2441 C701 STORM SEWER PLAN AND PROFILE L101 LANDSCAPE DESIGN SWPPP L102 LANDSCAPE OVER UTILITY PLAN r cz . t N r U. 2UU1\ U/ U4UU\2000G\caa\EngrNCoslCS.awg, al12UU8 1AlAd PM, stamy, 1.1 PROJECT DATA Project Address: 106'80 H MICHIGAN ROAD, CAFA EL, W 460132 Project Area: 1067f /- ACRES Building Use: CARWASH Parking Spaces Provided: 3 Accessible Parking Spaces: 1 Total Parking Provided: 40 Current Zoning: 1-1 #NOTE THESE NUMBERS DO NOT INCLUDE THE PARKING SPACES WITHIN THE VACUUM ISLANDS AND IN FRONT OF THE DUMPSTFR I INDEX I SHT DESCRIPTION CS COVER SHEET TELEPHONE C100 MAP SHEET DUKE- SHIRLEY HUNTER C101 EXISTING CONDITIONS GAS C201 SITE PLAN 776 -5553 C202 SITE DETAILS 252 -4274 C301 GRADING PLAN BIRGHTHOUSE -JASON KIRKMAN C401 STORMWATER POLLUTION PREVENTION PLAN C402 STORMWATER POLLUTION PREVENTION NOTES C403 STORMWATER POLLUTION PREVENTION DETAIL C501 UTILITY PLAN CITY OF CARMEL -GARY DUNCAN C502 UTILITY DETAILS DRAINAGE - COUNTY C503 UTILITY DETAILS 776 -9628 C504 UTILITY DETAILS 571 -2441 C701 STORM SEWER PLAN AND PROFILE L101 LANDSCAPE DESIGN SWPPP L102 LANDSCAPE OVER UTILITY PLAN B2033 LIGHTING LAYOUT BENCHMARKS TBM #10 S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150'± S. OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT) ELEV = 895.60 IBM +77 A CHISELED "X" ON TOP OF CURB ON S. SIDE NORTHWESTERN DR., 300'± W. OF MICHIGAN ROAD, N. SIDE CURB ISLAND ENTRANCE TO NORTHWEST PLAZA ELEV = 891.30 TBM 78 A CHISELED "X" ON S. SIDE CONC. LIGHT POLE BASE, S. SIDE PEARSON FORD DEALERSHIP, N. SIDE OF 106th STREET, E. SIDE OF ENTRANCE DRIVE, 400'± W. OF MICHIGAN ROAD. ELEV = 898.25 CONTACT CO. /PERSON FOR "HOLEY MOLEY ' SAYS AT LEAST TWO FULL WORKING DAYS BEFORE ! _ YOU DIG IT'S THE LAW Q� CRIPE TEAM PROJECT MGR PROJECT ENGR PROJECT SURVEYOR CAD TECH. QUALITY ASSURANCE 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 317- 842 -6777 FAX - 841 -4798 PHONE NO. CHRIS WISEMAN, PE AGENCY /CONTACT TELEPHONE FAX POWER DUKE- SHIRLEY HUNTER 896 -6711 896 -6712 GAS VECTREN -CHUCK SHUPPERD 776 -5535 776 -5553 TELEPHONE SBC -JEFF RICE 252 -4274 252 -5000 CABLE TV BIRGHTHOUSE -JASON KIRKMAN 632 -9077 632 -5311 WATER VEOLIA WATER -MARK SHOCKLEY 264 -7718 263 -6400 SANITARY CLAY TOWNSHIP REGIONAL WASTE 844 -9200 844 -9203 DRAINAGE - CITY CITY OF CARMEL -GARY DUNCAN 571 -2441 571 -2426 DRAINAGE - COUNTY CO. SURVEYOR -KENT WARD 776 -8495 776 -9628 CITY ENG. CITY OF CARMEL - MICHAEL McBRIDE 571 -2441 571 -2439 C 4 SWPPP HAMILTON COUNTY SURVEYOR'S OFFICE 776 -8495 776 -9628 "HOLEY MOLEY ' SAYS AT LEAST TWO FULL WORKING DAYS BEFORE ! _ YOU DIG IT'S THE LAW Q� CRIPE TEAM PROJECT MGR PROJECT ENGR PROJECT SURVEYOR CAD TECH. QUALITY ASSURANCE 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 317- 842 -6777 FAX - 841 -4798 PHONE NO. CHRIS WISEMAN, PE 845 -7129 c SARA FARNY, EI, LEEDe AP 845 -7026 -E TERRY MILLER 845 -7145 L ED POPS 845 -7018 = KAREN COLLINS, PE 845 -7171 a C C d Q.0 A �o 0 N N C O .N N ac W z z W z z O O Q 000 W z w U_ Z a< LU N F_- Z_ CL N W = _jC]0 z >zZN3 aUgg0.0 co Lr, V ¢`r00s? Q O Z ^ 0- U z x 2 QC/) LL .Q NO`o= t�Q00 o� z" M W W © © N j . V L Q D 0 Z U_ L0 L0 Ul C-4 0 (iii O Z t—u C — 11- r- .LO w��� J _ � _ °�� co O r z Q �Cc- , W C,4 p o X � Z li >. _ o U Q � < y e y � C-2 Q) C CC -47 v �3 �r W 4 x�i� r W P ht Y�t Sr� -3?.r C BY: A /• .�`%pQNER M. C-a Q G \STFq�o ; PE10504920 STATE OF �p� • °• IND I ASP••' �4- � �r�/111111��� Date COVERING COVER SHEET DESIGN 'HOLEY HOLEY ' SAYS CALL AT (FAST TWO FULL. WORKING DAYS BEFORE YOU DIG IrS THE LAW 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CANS OUTSIDE OF INDIANA Drawn By: I- POPS Checked By: C. WMEL4W PE Quality Assurance: K C.OLLJ % PE Scale: 0 Scale: 1 =N d Sheet C S Date V (N—V-08 Project Number 0070400 -20000 r—+ C, 3 O 0 0 O N 0 0 'Of- C) r- W X rn C W v U O C) O N O C) d- 0 O 0 0 N 0 O 0 0 O N 0 0 1-i- 0 r` 0 0 w x 0 0 0 U Cn 0 CD Z W to g° N N p 0 0 / 00 4) N U -o a O -� I—° Cn �3 o J c� -9 lZ LEGEND QSPECIAL FLOOD HAZARD AREAS INUNDATED BY 100 -YEAR FLOOD ZONE A No base flood elevations determined, ZONE AF Base flood elevations determined, ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of aluvial fan flooding, vebddes also determined. ZONE A" To be prom aed from 100 -year flood by Federal food protection system under conr- struction; no base flood elevations deter- mined. ZONE Y Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE YE Coastal flood with velocity hazard (wave action); base flood elevations determined. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas of $00 --year flood; areas of 100 -Year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 year flood. QOTHER AREAS ZONE X Areas determined to be outside 500 -year floodplain. ZONE D Areas in which flood hazards are undeter- mined, but possible. UNDEVELOPED COASTAL BARRIERS' SITE L 1. N.T.S. PANEL NUMBER 18057CO207F AND 18057CO206F FEBRUARY 19, 2003 _ vl. '•A J _ _ "k hs TZ > J aT'•'f - •� ♦i 7' Tr r �t e- - - Y - s, IE i �r r_ ►i i N -' t� w � - - !�t - { - t - - _ 3. a A 4 fS r Z- g� - •SR. /� .f, - _1 .f i- t F Y 1 i TY r %'- - - '_ E �f = 3 t - a r AF. 1 g u•4 ? zr i - '.r 3- r - F _ t s %4 x - c -a r r - - r R " Yw 5= s t s - a ' .a a C � s _ f -f - R _ € i ±f - - � .rte- '.b►�' -'. t ? - - tl +k _ d t- t s- - �R _ _ R t r_4 L #j 7 't S- _ { - L - Ya t - r S •r "f r -- c Y r. f.. - •y - i`` s `s s s J !�. 3 � d a f. . .4 �r S; - i f T 1 - • f _ j �h! - rt< ey►Y, - - .4 't- { --. 3 a:l t 4 y- tti F� i - - x` _ v 4 S _ Fi _ - - ` .rte R.11ltYal�• -. - - _ _ - - - I - 1 - k 4 S - r, -t - - - - _ SY -F - a V pp ter. .F - a r t ��.•�s�[- P` - l d - C { }- t s 3 a' } _ J _ 1-t -•t - - E - _ FF z T r � 3 t - - C G i x - z 4+ a' t a f _ = Y _ * ..� _•s -s- i L - 7 _4_- - - - - - - a 1 4 t fie- _ - - •E _ - - f F ! R - i J $ _ Jt - 7 _ � • Si t 3F - r -t -la ERA - 'i s - 3 j - �t - +'` • �` - - S _ fF 'f r - f + d R s i- - 'Y t � s T i � •L s' s ' f -� ` ' �- 3 f 4 k Y " r _ '3 Y t - i. Lk a - L Y l -a _ Xis: s r -++ _ 'i �}.. !r• .1 - .;ic� 1F t _ _ _ 4 -Y - ♦ �k E " fs r A. -♦ '1R r 1. - `a� '• �'. s z t Y i i+ ' } aW - "Ff Y - ia F!•• off 7 A t• S - - - Y - Yi� .f - t i. • t Y ` j i z� 3r at 4� -a, } -t 7 s y s- Ts 3 T' ,.w F•a. - � � Y- _ t arm ) Y { >t ; AERIAL K,,A,AP N.T.S. USGS MAP N.T.S. •rte --+_t" _ _ _ i.-. .. _ }I 4 za+ - -• #' . '.ate - ter' - r k'l y. rr - - - - _ -- - - � >t a~ , r� - 3 _ _ f { • _ a - - ci,.ss^ mss.. � +is.►r' �F-v _., -. - - R- f - -S, >•'' - is - 5- ,ii`•L � - - - j - _ f• _ _ - • s- - = 3 i. _ s s - i ♦ g - }r` c r S i 2 sT y t• r - - - -- _ --y mfr :•- s., -t•' - " - - - _ f `. �? r- _ _ - �i #cn+o.>_ _ _ _ _ - - a♦afr t..- �+.+�F'e,r � -`'vl r . .. - _ r_-,- - _ -. _ _ -r-S}= Z R - F a� y _ •tom'° - •t - - - .. +. `t >a fA a ie J i3 X1±3 - • �- 3 _ k a C - L F } - 3 - t- l -V'rr Y � t s - .rr. _ :tom• _ _ _ _ - r =. 2: - - - 3 - - ,r r � _ Z - - .f_�_ Y T i �r j - !c _ amt. ; -_ _ • <ri. -: p c �J y - —a - - � L ter. } } ~f br y R v -w r - , r - i f - a r s� f4 3 F - t 3 - - i { _ Ems. 3 do _ �•- si a 1 * i tj 0 _ _ _ .-• S yt . _ _ _ tt - ij. - - �S - d -,r - x r - f F • r� 3 i - [_ - Fz r - �• f 1 i" - S rot _ I " .•i � 3i - 3 M.44 - P - 3 �4 a - i i- z 7 T! _ - a - - 22 l r _ r( - S 3 - - _ t - - �s - °i __. - 3 O' - - -ors C.�R Y+s.)...7. �.•+ I• ' - r�. _ •F.�rr _ t r �µ 4 Y 1 _ - � a - - - K: - `f. tyy tt • 9 i E _ ♦ - f x �• - t - "� - ' 7r r _ - - 3 � 'fps - - a' - s '1y � Txs - - - - i - - r Y J 3. i - tf _ J � 11 - 1 a - - 1 >E -sE RY _ ,s ! �) e - � t +ate- ' • = ♦ - - tR. R, _ s _r c • 'fay-• -- - - - -- - - � - - s- - -- - - f- f r7 _ t f3 Y f — _ a 3 >< -s� - ■ - - _ - - t - '�` � �.•. rots-.- - - _ s v.>z;,_ •: .cam ..� v • _ bit _ 1 E - - - 3 s •t " s a t I 9 F - _ V l L - L _ � r t _ 1 r' - - 'f a t � � a 7- cs _ - - S ,z t _ - L 't i SOILS MAP N.T.S. Br- Brookston silty clay loam. The Marion County Soil Survey indicates that the Brookston silty clay loam is nearly level, deep, very poorly drained soil is in broad depressions, swoles, and narrow drainageways on till plains and is ponded by runoff from higher adjacent areas. The Marion County Soil Survey indicates that the Brookston soil family presents moderate or severe limitations for commercial construction due to the seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included on sheets C401, C402, and C403. CrA- Crosby silt loam, 0 to 3 percent slopes. The Marion County Soil Survey indicates that the Crosby silt loam is nearly level, deep, very poorly drained soil is on slight rises on broad, undulating till plains. The Marion County Soil Survey indicates thot the Crosby soil family presents severe limitations for building construction due to the seasonal NO, water table, moderate shrink -swell potential, high potential frost action and slow permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included on sheets C401, C402, and C403. SITE MAP N.T.S. O: 12 00710704000OOOO1cad1Engr1Cds1CIOO .dwg, 11101200810:32:23 AM, sfamy, 1:1 C 0 a .0 U N Qi v 0 W C O •N a N =E W N W w _Z Z LLI Z Z _ O 0 I~ Q Z l.V O ' ^/ (� V V Z w w CL Z — N NN bi C!% Z Z W W t— < Z U ^ LL W J fi N w S Z U — zz _3 QU�g o 0000 00 O� 'O L. ♦ N V •� N � Q W • Q M OZ 1 Lx Q /Vi1 • C •� its U V Q Z r 2 7. Q Q C/) - • A U (� O V Na'"`D•U I�QCO W 0 ^ Z - C0 1A a ._ C W D cn t W V Lo Q 0 Q 0 z Q 0 U Ln o LO (0 N N Q d' (M � z w� W W Q c-D ov' UJ = Q = 0 -C . N E3 O X CL CL LA_ CD Q W ` -7 LLI co �n CERTI BY: •ate• "�• i PE10504920 IF r e �OTf �� pin. ~�`�♦ -- ",,,.. -f •\����,�� Date COVERING MAP SHEET DESIGN 'HOLEY MOL.EY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU OIG IT'S THE LAW E 1- 800 - 382 -5544 CALL TOLL FFU 1-800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA Drawn By: E POPS Checked By: C. VASEMW P•E Quality Assurance: K• . P.E. c Scale: 0 Scale: 1 =N A D C1. or Sheet U C100 Date (A_X)—M Project Number 0 0070400 -20000 Identified Identified Otherwise 1983 1994 or later Protected Areas Identified 1991 or Later • Coastal barrier areas are normally located within or adwern to Special Flood Hazard Areas. Floodplain Boundary -- -- Floodway Boundary ---- --- - Zone D Boundary Boundary Dividing special Flood Hazard Zones, and Boundary Dividing Areas of Dif- ferent Coastal Base Flood Eietirabons Within Special Flood Hazard Zones. SITE L 1. N.T.S. PANEL NUMBER 18057CO207F AND 18057CO206F FEBRUARY 19, 2003 _ vl. '•A J _ _ "k hs TZ > J aT'•'f - •� ♦i 7' Tr r �t e- - - Y - s, IE i �r r_ ►i i N -' t� w � - - !�t - { - t - - _ 3. a A 4 fS r Z- g� - •SR. /� .f, - _1 .f i- t F Y 1 i TY r %'- - - '_ E �f = 3 t - a r AF. 1 g u•4 ? zr i - '.r 3- r - F _ t s %4 x - c -a r r - - r R " Yw 5= s t s - a ' .a a C � s _ f -f - R _ € i ±f - - � .rte- '.b►�' -'. t ? - - tl +k _ d t- t s- - �R _ _ R t r_4 L #j 7 't S- _ { - L - Ya t - r S •r "f r -- c Y r. f.. - •y - i`` s `s s s J !�. 3 � d a f. . .4 �r S; - i f T 1 - • f _ j �h! - rt< ey►Y, - - .4 't- { --. 3 a:l t 4 y- tti F� i - - x` _ v 4 S _ Fi _ - - ` .rte R.11ltYal�• -. - - _ _ - - - I - 1 - k 4 S - r, -t - - - - _ SY -F - a V pp ter. .F - a r t ��.•�s�[- P` - l d - C { }- t s 3 a' } _ J _ 1-t -•t - - E - _ FF z T r � 3 t - - C G i x - z 4+ a' t a f _ = Y _ * ..� _•s -s- i L - 7 _4_- - - - - - - a 1 4 t fie- _ - - •E _ - - f F ! R - i J $ _ Jt - 7 _ � • Si t 3F - r -t -la ERA - 'i s - 3 j - �t - +'` • �` - - S _ fF 'f r - f + d R s i- - 'Y t � s T i � •L s' s ' f -� ` ' �- 3 f 4 k Y " r _ '3 Y t - i. Lk a - L Y l -a _ Xis: s r -++ _ 'i �}.. !r• .1 - .;ic� 1F t _ _ _ 4 -Y - ♦ �k E " fs r A. -♦ '1R r 1. - `a� '• �'. s z t Y i i+ ' } aW - "Ff Y - ia F!•• off 7 A t• S - - - Y - Yi� .f - t i. • t Y ` j i z� 3r at 4� -a, } -t 7 s y s- Ts 3 T' ,.w F•a. - � � Y- _ t arm ) Y { >t ; AERIAL K,,A,AP N.T.S. USGS MAP N.T.S. •rte --+_t" _ _ _ i.-. .. _ }I 4 za+ - -• #' . '.ate - ter' - r k'l y. rr - - - - _ -- - - � >t a~ , r� - 3 _ _ f { • _ a - - ci,.ss^ mss.. � +is.►r' �F-v _., -. - - R- f - -S, >•'' - is - 5- ,ii`•L � - - - j - _ f• _ _ - • s- - = 3 i. _ s s - i ♦ g - }r` c r S i 2 sT y t• r - - - -- _ --y mfr :•- s., -t•' - " - - - _ f `. �? r- _ _ - �i #cn+o.>_ _ _ _ _ - - a♦afr t..- �+.+�F'e,r � -`'vl r . .. - _ r_-,- - _ -. _ _ -r-S}= Z R - F a� y _ •tom'° - •t - - - .. +. `t >a fA a ie J i3 X1±3 - • �- 3 _ k a C - L F } - 3 - t- l -V'rr Y � t s - .rr. _ :tom• _ _ _ _ - r =. 2: - - - 3 - - ,r r � _ Z - - .f_�_ Y T i �r j - !c _ amt. ; -_ _ • <ri. -: p c �J y - —a - - � L ter. } } ~f br y R v -w r - , r - i f - a r s� f4 3 F - t 3 - - i { _ Ems. 3 do _ �•- si a 1 * i tj 0 _ _ _ .-• S yt . _ _ _ tt - ij. - - �S - d -,r - x r - f F • r� 3 i - [_ - Fz r - �• f 1 i" - S rot _ I " .•i � 3i - 3 M.44 - P - 3 �4 a - i i- z 7 T! _ - a - - 22 l r _ r( - S 3 - - _ t - - �s - °i __. - 3 O' - - -ors C.�R Y+s.)...7. �.•+ I• ' - r�. _ •F.�rr _ t r �µ 4 Y 1 _ - � a - - - K: - `f. tyy tt • 9 i E _ ♦ - f x �• - t - "� - ' 7r r _ - - 3 � 'fps - - a' - s '1y � Txs - - - - i - - r Y J 3. i - tf _ J � 11 - 1 a - - 1 >E -sE RY _ ,s ! �) e - � t +ate- ' • = ♦ - - tR. R, _ s _r c • 'fay-• -- - - - -- - - � - - s- - -- - - f- f r7 _ t f3 Y f — _ a 3 >< -s� - ■ - - _ - - t - '�` � �.•. rots-.- - - _ s v.>z;,_ •: .cam ..� v • _ bit _ 1 E - - - 3 s •t " s a t I 9 F - _ V l L - L _ � r t _ 1 r' - - 'f a t � � a 7- cs _ - - S ,z t _ - L 't i SOILS MAP N.T.S. Br- Brookston silty clay loam. The Marion County Soil Survey indicates that the Brookston silty clay loam is nearly level, deep, very poorly drained soil is in broad depressions, swoles, and narrow drainageways on till plains and is ponded by runoff from higher adjacent areas. The Marion County Soil Survey indicates that the Brookston soil family presents moderate or severe limitations for commercial construction due to the seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included on sheets C401, C402, and C403. CrA- Crosby silt loam, 0 to 3 percent slopes. The Marion County Soil Survey indicates that the Crosby silt loam is nearly level, deep, very poorly drained soil is on slight rises on broad, undulating till plains. The Marion County Soil Survey indicates thot the Crosby soil family presents severe limitations for building construction due to the seasonal NO, water table, moderate shrink -swell potential, high potential frost action and slow permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included on sheets C401, C402, and C403. SITE MAP N.T.S. O: 12 00710704000OOOO1cad1Engr1Cds1CIOO .dwg, 11101200810:32:23 AM, sfamy, 1:1 C 0 a .0 U N Qi v 0 W C O •N a N =E W N W w _Z Z LLI Z Z _ O 0 I~ Q Z l.V O ' ^/ (� V V Z w w CL Z — N NN bi C!% Z Z W W t— < Z U ^ LL W J fi N w S Z U — zz _3 QU�g o 0000 00 O� 'O L. ♦ N V •� N � Q W • Q M OZ 1 Lx Q /Vi1 • C •� its U V Q Z r 2 7. Q Q C/) - • A U (� O V Na'"`D•U I�QCO W 0 ^ Z - C0 1A a ._ C W D cn t W V Lo Q 0 Q 0 z Q 0 U Ln o LO (0 N N Q d' (M � z w� W W Q c-D ov' UJ = Q = 0 -C . N E3 O X CL CL LA_ CD Q W ` -7 LLI co �n CERTI BY: •ate• "�• i PE10504920 IF r e �OTf �� pin. ~�`�♦ -- ",,,.. -f •\����,�� Date COVERING MAP SHEET DESIGN 'HOLEY MOL.EY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU OIG IT'S THE LAW E 1- 800 - 382 -5544 CALL TOLL FFU 1-800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA Drawn By: E POPS Checked By: C. VASEMW P•E Quality Assurance: K• . P.E. c Scale: 0 Scale: 1 =N A D C1. or Sheet U C100 Date (A_X)—M Project Number 0 0070400 -20000 DESCRIPTION: Xxx EXISTING ASPHALT o� EXISTING BRICK a.. P a.. EXISTING CONCRETE -Q- TEMPORARY BENCH MARK p MONUMENT EJ POWER POLE �-- GUY WIRE ill- TELEPHONE PEDESTAL Q TELEPHONE MANHOLE ohel LIGHT POLE p DETECTOR HOUSING o STAND PIPE Qs SANITARY MANHOLE a,,w s 6 i If r" 3 -v 06 O I N O 1 O 1 rn c -n v 3 � � 'v 3 0 C) O C) - 04 g 0 0 O W � O W O O O 1 / N n Cn LLJ C O 0 w # w °o D 0 O oj�o o Q, c �+' O O n L5 o � o/% 0000 N C) p u N p N O O d- N L C> O O O O O cc:: )> I O N 0=v O O 8 `tT O Cn W .� O +�• W (1) m X DESCRIPTION: �Q WATER VALVE FIRE HYDRANT WATER METER -Q- SIGN TRAFFIC POLE' -m-. TRAFFIC PEDESTAL DECIDUOUS TREE 0�,L CONIFEROUS TREE OVERHEAD ELECTRIC LINE ohel UNDERGROUND ELECTRIC =c BTC UNDERGROUND TELEPHONE WATER LINE a,,w GAS LINE c htr OVERHEAD TRAFFIC . I , 1. � I 3 I> } I ►t ` if rI : 2 I ' ,� I . f . I ' -I--i I } I i ! ti i I i I. ,1 I1 , i I. . 1 \ 11-1 ` � �_ . 1 r I i 11 � IN I I �� 1 t ?1 � � 11l L il --{ 1 I I! 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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 FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5.IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7.000UPATIONAL 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. & EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. STE PLAN WTE� 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED -TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 3. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 5. SEE UTILITY PLAN FOR WATER, SANITARY AND STORM STRUCTURE LOCATIONS. 6. SEE SHEET C202 FOR DETAILS REFERENCED. 7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. �T DATA: PROJECT ADDRESS 10580 N. MICHIGAN ROAD PROJECT AREA 1.067 ACRES REGULAR PARKING SPACES 3 ACCESSIBLE SPACES 1 TOTAL PARKING SPACES 4 No. OF EMPLOYEES 4 � � PROPOSED CONCRETE PAVEMENT (SEE DETAILS PV -36 AND PV -33) OCONCRETE STRAIGHT CURB (SEE DETAIL PV -17) OPROTECTIVE POST (SEE DETAIL MI -3) 4O PAVEMENT MARKING (SEE DETAIL TR -6) O5 TRAFFIC STRIPING (SEE DETAIL TR -4) O6 DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLAN) O7 BUILDING (SEE ARCHITECTURAL PLAN) OACCESIBLE PARKING SIGN (SEE DETAIL MI -30) OACCESIBLE PARKING (SEE DETAIL PV -12) 10 MIKE'S EXPRESS CARWASH BOOK DISPLAY SIGN (SEE OWNER FOR SIGN DETAILS) <8> MIKE'S EXPRESS CARWASH MENU SIGN (SEE OWNER FOR SIGN DETAILS) < > 12 MIKE'S EXPRESS CARWASH ENTRY/EXIT SIGN (SEE OWNER FOR SIGN DETAILS) 13 TRANSFORMER PAD < > 14 LIGHT POLES (REFER TO CBMC INC. LIGHTING LAYOUT FOR PHOTOMIETRICS AND SPECIFICATIONS) 15 CONCRETE SIDEWALK (SEE DETAIL PV-16) 16 HEAVY DUiY ASPHALT (SEE DETAIL PV -36A) 17 COMBINED CONCRETE CURB (SEE DETAIL PV -22) 18 ACCESSIBLE RAMP (SEE DETAIL PV -13C) <8> CURB END TRANSITION (SEE DETAIL PV -7) 20 COMBINED WALK AND CURB (SEE DETAIL PV -6) <a> VACUUM ISLAND (SEE ARCHITECTURAL PLANS) 22 EXIT ONLY SIGN 23 50' FLAG POLE (REFER TO BAARTOL SPECIFICATIONS FOR INSTALLATION GUIDELINES AND MATERIALS) 9 8 C (� O z . = U co Cs 11 O r _. o 0 C3 N N C 0 :N e w w z 0 w Z o ° Q � z c� W OOZ u3 oc Z Z w w U Q z > � � � CL y IX _ _j a.0 Z 05 :zzcnz QV50 �CDO 0 0 0 0 0 0 V_ O � NIq Q � � Q Q 00 -q � Z � Q '� r"- • 0 �o LU Qzx@ Q So U_ JCL W 0N v 0CLN= 04 Q �O O , Z N � NQopw p Z r- M � W 0- 0) p r rn f� a) C W O 0 � tj 't E B .0 L a M Q O Z Q 0 = 0 M to Ln o - LO co N N � °¢ mot- C M O U") r I Ok ME W U) r1 Z W CD o T- r.., Q =Q�� 0 V_ Z: *. Q) CL. L0:5; = �_ N 0 o x W °?CE Cl) E-. = W Q ii 0 < � � cn 4 � CO * so Ll..! :`a -'' ::=s a...- �s. }�� U-J, ��- � d v wz , . - �= - y , �L,� Z, L1J �� �, - .�-� x z *_ - __. - �� Tr-` __'. 6� --- -, -�, M - -� ' ' r�: �z ��� ,._,,!� .. zw.�;,��.� S`- v I I C BY: `` %� Q��� W�v ,�', `% �O 00000 *0 f ,, sto Oft ,q` CFO; • win � • •f tJ ` PE1050' : • we • f 6 1 i •• STpiE Of �� A P • •'•.!ND1 P� .•' �,, � ,, O ' . zr f4l"us/ O N AB- `� 111jj1111i1 Date Z.-,c> 1 C.D s COVERING SITE PLAN DESIGN 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG S THE LAW �V WL 55"!"� CALL TOLL FREE 1-800- 428 -5200 FOR CALLS OUTSIDE OF RMA Drawn By: E POPS Checked By: C. PP. . Quality Assurance: K. PE - Scale: p Scale: 1' = 20 CL I LL- -1 U Zzi .e Sheet V C201 - o Date 01_` _W CL Project Number - - 1 __ 000400 -20000 v-.. -r _ .- _. ... - -. _ s- ._ • a x i . £`2 5`d 'i u -n�� - .� 4'-a I Y` �•�..'!.J•i.Z'bI�M"'OSIIU_ar1FHV . - -_ .. .. a .r• -_. > .' -.Rt :u. .Y_v .Y � ,.e _ .. -. .. G n ... ...c�4S3T. f. - - - M M �� � �- 7 I C -. �. 2, _- - _-- - - - - - r.-,- � -� - f = .: -_ -, // J I t t _,, - �� .:_�� I. N ." '.. �, '--, _'_ - , , - - ��- , d, . 11 N \ � � \ I I I . _.__ ..-. 1. _� _,00� \ , %. \ I •'-rte _ - ` ./ -, .. e,. \ /- �'� �,..' 1 1 // "I li i i J;--,:* �.� \ %/ ` �` 1, ; 1t �. \ It \ 11 " z 1 N t L i it, 0 v i. `y 1` \ \ ` �� 1� \t \ ` ik Y `t t \ �`, i ," t c� ��_. \ ; _ _ % `N \ - __" ` �'1` ` i `�� , 4 _Z �... \ \ \ . -, \L .\ k� t \ ;_\ :\ \ 1. ` \� \ y �. \ \ t \ �,\ .� _ 't ✓ ` / -� - \ / , S \e ' `l,�, t S� � \1 It \\ � �\ ((( / // �1 x �\ � \ \ % k � t \ �� \�_\ .. " vs \ \ \ / /I/- / \� % S% \ � � \ I i� .w " ( / � \ 1. N % % ,�;, , \ I *% 1� * \ . \ I 11 \ � ,% '�% t , ,I / / \ , I ,t) 'I 1. I \ \ \%,.. - .� 11� It •Y f t\ '. r"� , 1 I % \ !t\ \ 1 f `S `� ` 1 \ 1 If i L° f/ �t i r l� i i ! i \ \,,��k l� N i i, t %t, '"ak � �� s e I .r \ . \ � ..".% i• \ i \ I 1. 1. % 'I i � I . 1, ti 1 i \ ,. , I x \ \ �L " �_ . \ \ �-, \ , f I I- �,,11�� % il \ I � k I \ It \ *_rl� ^1 "__ . _�, \ % , � % I �� "-- u 1 / t ! 0'' % - r { r . I I �. % 1--1515L I . ,.- \ % % % I 11 \`� , .-- ` r i t t '" e r ter. , --- - � 1 `� '+ I I� ' " R I I 1 I �_P' , �'L - - �_ \ t��, V. k � t t I ICI � 1Y , i \�' f� �� r /''}-4 �_I 1 � � f s a . .% �� �` `-' _ V \ \ i c ' � \., ,L \ -_ -_ _._._.-_ - -- - . -- ---- .__ -- �_ ,.y...-_ - - --- 0.00______0 - -_.- - � . 000_0.. ___._. _. „. __ __._ t__ � _�- .�1.._ _0_000.. r'.x. - .. . .,�.. .. _. - - - .- + .. _ -r r �r .-- •�__.. _ _. -. _.__.. _,.. �._..W - y- _- -.._.f -- .w -.z. . ..- 0000. �._ . -.- cTS. .. �'•'°' - ... :... -. - -. �^.'^S ^f. 0000 _._�.., :`^!. .. - -�. -• -`_- - -- - _. ... 000_0 .._ ..- ...�J':� s... ... .- ,. .. -_- ��- 0: 120071 070400 \20000\cadlEngACds1C201.dwg, 2/1/2006 9 :36:14 AM, sfamy, LL�;1'L- �t=►_1 BOUNDARY LINE -� BUILDING SETBACK LINE EASEMENT LINE RIGHT -OF -WAY SATE WOE NOTES Al ATi % WTICES AND PRM 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 FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5.IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7.000UPATIONAL 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. & EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. STE PLAN WTE� 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED -TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 3. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 5. SEE UTILITY PLAN FOR WATER, SANITARY AND STORM STRUCTURE LOCATIONS. 6. SEE SHEET C202 FOR DETAILS REFERENCED. 7. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. �T DATA: PROJECT ADDRESS 10580 N. MICHIGAN ROAD PROJECT AREA 1.067 ACRES REGULAR PARKING SPACES 3 ACCESSIBLE SPACES 1 TOTAL PARKING SPACES 4 No. OF EMPLOYEES 4 � � PROPOSED CONCRETE PAVEMENT (SEE DETAILS PV -36 AND PV -33) OCONCRETE STRAIGHT CURB (SEE DETAIL PV -17) OPROTECTIVE POST (SEE DETAIL MI -3) 4O PAVEMENT MARKING (SEE DETAIL TR -6) O5 TRAFFIC STRIPING (SEE DETAIL TR -4) O6 DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLAN) O7 BUILDING (SEE ARCHITECTURAL PLAN) OACCESIBLE PARKING SIGN (SEE DETAIL MI -30) OACCESIBLE PARKING (SEE DETAIL PV -12) 10 MIKE'S EXPRESS CARWASH BOOK DISPLAY SIGN (SEE OWNER FOR SIGN DETAILS) <8> MIKE'S EXPRESS CARWASH MENU SIGN (SEE OWNER FOR SIGN DETAILS) < > 12 MIKE'S EXPRESS CARWASH ENTRY/EXIT SIGN (SEE OWNER FOR SIGN DETAILS) 13 TRANSFORMER PAD < > 14 LIGHT POLES (REFER TO CBMC INC. LIGHTING LAYOUT FOR PHOTOMIETRICS AND SPECIFICATIONS) 15 CONCRETE SIDEWALK (SEE DETAIL PV-16) 16 HEAVY DUiY ASPHALT (SEE DETAIL PV -36A) 17 COMBINED CONCRETE CURB (SEE DETAIL PV -22) 18 ACCESSIBLE RAMP (SEE DETAIL PV -13C) <8> CURB END TRANSITION (SEE DETAIL PV -7) 20 COMBINED WALK AND CURB (SEE DETAIL PV -6) <a> VACUUM ISLAND (SEE ARCHITECTURAL PLANS) 22 EXIT ONLY SIGN 23 50' FLAG POLE (REFER TO BAARTOL SPECIFICATIONS FOR INSTALLATION GUIDELINES AND MATERIALS) 9 8 C (� O z . = U co Cs 11 O r _. o 0 C3 N N C 0 :N e w w z 0 w Z o ° Q � z c� W OOZ u3 oc Z Z w w U Q z > � � � CL y IX _ _j a.0 Z 05 :zzcnz QV50 �CDO 0 0 0 0 0 0 V_ O � NIq Q � � Q Q 00 -q � Z � Q '� r"- • 0 �o LU Qzx@ Q So U_ JCL W 0N v 0CLN= 04 Q �O O , Z N � NQopw p Z r- M � W 0- 0) p r rn f� a) C W O 0 � tj 't E B .0 L a M Q O Z Q 0 = 0 M to Ln o - LO co N N � °¢ mot- C M O U") r I Ok ME W U) r1 Z W CD o T- r.., Q =Q�� 0 V_ Z: *. Q) CL. L0:5; = �_ N 0 o x W °?CE Cl) E-. = W Q ii 0 < � � cn 4 � CO * so Ll..! :`a -'' ::=s a...- �s. }�� U-J, ��- � d v wz , . - �= - y , �L,� Z, L1J �� �, - .�-� x z *_ - __. - �� Tr-` __'. 6� --- -, -�, M - -� ' ' r�: �z ��� ,._,,!� .. zw.�;,��.� S`- v I I C BY: `` %� Q��� W�v ,�', `% �O 00000 *0 f ,, sto Oft ,q` CFO; • win � • •f tJ ` PE1050' : • we • f 6 1 i •• STpiE Of �� A P • •'•.!ND1 P� .•' �,, � ,, O ' . zr f4l"us/ O N AB- `� 111jj1111i1 Date Z.-,c> 1 C.D s COVERING SITE PLAN DESIGN 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG S THE LAW �V WL 55"!"� CALL TOLL FREE 1-800- 428 -5200 FOR CALLS OUTSIDE OF RMA Drawn By: E POPS Checked By: C. PP. . Quality Assurance: K. PE - Scale: p Scale: 1' = 20 CL I LL- -1 U Zzi .e Sheet V C201 - o Date 01_` _W CL Project Number - - 1 __ 000400 -20000 v-.. -r _ .- _. ... - -. _ s- ._ • a x i . £`2 5`d 'i u -n�� - .� 4'-a I Y` �•�..'!.J•i.Z'bI�M"'OSIIU_ar1FHV . - -_ .. .. a .r• -_. > .' -.Rt :u. .Y_v .Y � ,.e _ .. -. .. G n ... ...c�4S3T. f. - - - M M �� � �- 7 I C -. �. 2, _- - _-- - - - - - r.-,- � -� - f = .: -_ � � PROPOSED CONCRETE PAVEMENT (SEE DETAILS PV -36 AND PV -33) OCONCRETE STRAIGHT CURB (SEE DETAIL PV -17) OPROTECTIVE POST (SEE DETAIL MI -3) 4O PAVEMENT MARKING (SEE DETAIL TR -6) O5 TRAFFIC STRIPING (SEE DETAIL TR -4) O6 DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLAN) O7 BUILDING (SEE ARCHITECTURAL PLAN) OACCESIBLE PARKING SIGN (SEE DETAIL MI -30) OACCESIBLE PARKING (SEE DETAIL PV -12) 10 MIKE'S EXPRESS CARWASH BOOK DISPLAY SIGN (SEE OWNER FOR SIGN DETAILS) <8> MIKE'S EXPRESS CARWASH MENU SIGN (SEE OWNER FOR SIGN DETAILS) < > 12 MIKE'S EXPRESS CARWASH ENTRY/EXIT SIGN (SEE OWNER FOR SIGN DETAILS) 13 TRANSFORMER PAD < > 14 LIGHT POLES (REFER TO CBMC INC. LIGHTING LAYOUT FOR PHOTOMIETRICS AND SPECIFICATIONS) 15 CONCRETE SIDEWALK (SEE DETAIL PV-16) 16 HEAVY DUiY ASPHALT (SEE DETAIL PV -36A) 17 COMBINED CONCRETE CURB (SEE DETAIL PV -22) 18 ACCESSIBLE RAMP (SEE DETAIL PV -13C) <8> CURB END TRANSITION (SEE DETAIL PV -7) 20 COMBINED WALK AND CURB (SEE DETAIL PV -6) <a> VACUUM ISLAND (SEE ARCHITECTURAL PLANS) 22 EXIT ONLY SIGN 23 50' FLAG POLE (REFER TO BAARTOL SPECIFICATIONS FOR INSTALLATION GUIDELINES AND MATERIALS) 9 8 C (� O z . = U co Cs 11 O r _. o 0 C3 N N C 0 :N e w w z 0 w Z o ° Q � z c� W OOZ u3 oc Z Z w w U Q z > � � � CL y IX _ _j a.0 Z 05 :zzcnz QV50 �CDO 0 0 0 0 0 0 V_ O � NIq Q � � Q Q 00 -q � Z � Q '� r"- • 0 �o LU Qzx@ Q So U_ JCL W 0N v 0CLN= 04 Q �O O , Z N � NQopw p Z r- M � W 0- 0) p r rn f� a) C W O 0 � tj 't E B .0 L a M Q O Z Q 0 = 0 M to Ln o - LO co N N � °¢ mot- C M O U") r I Ok ME W U) r1 Z W CD o T- r.., Q =Q�� 0 V_ Z: *. Q) CL. L0:5; = �_ N 0 o x W °?CE Cl) E-. = W Q ii 0 < � � cn 4 � CO * so Ll..! :`a -'' ::=s a...- �s. }�� U-J, ��- � d v wz , . - �= - y , �L,� Z, L1J �� �, - .�-� x z *_ - __. - �� Tr-` __'. 6� --- -, -�, M - -� ' ' r�: �z ��� ,._,,!� .. zw.�;,��.� S`- v I I C BY: `` %� Q��� W�v ,�', `% �O 00000 *0 f ,, sto Oft ,q` CFO; • win � • •f tJ ` PE1050' : • we • f 6 1 i •• STpiE Of �� A P • •'•.!ND1 P� .•' �,, � ,, O ' . zr f4l"us/ O N AB- `� 111jj1111i1 Date Z.-,c> 1 C.D s COVERING SITE PLAN DESIGN 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG S THE LAW �V WL 55"!"� CALL TOLL FREE 1-800- 428 -5200 FOR CALLS OUTSIDE OF RMA Drawn By: E POPS Checked By: C. PP. . Quality Assurance: K. PE - Scale: p Scale: 1' = 20 CL I LL- -1 U Zzi .e Sheet V C201 - o Date 01_` _W CL Project Number - - 1 __ 000400 -20000 v-.. -r _ .- _. ... - -. _ s- ._ • a x i . £`2 5`d 'i u -n�� - .� 4'-a I Y` �•�..'!.J•i.Z'bI�M"'OSIIU_ar1FHV . - -_ .. .. a .r• -_. > .' -.Rt :u. .Y_v .Y � ,.e _ .. -. .. G n ... ...c�4S3T. f. - - - M M �� � �- 7 I C -. �. 2, _- - _-- - - - - - r.-,- � -� - f = .: -_ . ... • A : `. � z ; _ , :. Qz [ 1. . . - a. " % ?• � ..< .• : ' __ _ . . ..l. - -'1 '. .- � A - '' !H'. `. , ` . ♦ - t'. r J ,_ .. s.. . , • r _e .! _ • - , . %. 6 � 1 - • .. t /•Y . . _ ., - • Q . :. . O • .. -<. .. O -6 , '• -.., i y - , i. • - '•r O a- < � . . I I- . . . - . . - . - .I ... /M/ �����....' 1111 ! ! = 2,500# CONCRETE I . .I . . . . � I . 1 -! Lr ••�'ili.1 - -$ �J • W a t y W < ,•( '. .. • { .., +. ' ••.� i• '. • • . V%• ` .s .t. 2 '' + 11.1 I I D : The bottom edge of the t�rb ramp.shali be. . . .. . .. . _ . . - ... . . - , . . . , . . , . . . .1� .. �: �- •.w" . ;- 1. •. i • . -t•" . . � . . .I . I . . . . - - . . prov>da curb as required, . - . ' ... and gutter Line. . . .. ' . ' ..:... ; . . . aIgebr' Ic difference _ :. . .. • - . -... � '.' .....:: :... .. TRUNCATED DOMES USED may be maana�titic With (� z: • _ .►. J , 5 0 BETWEEN . S + .��.I NOT BE OBSCURED BY A VEHICLE PARKED V_ . ' Q � , • t '•J w 11 I A r �-- ..� s. •TRANSVERSE JOINTS:, • ' � . 1� � . t . . . • • -.. I : 4' .- , . , . . . ... . direct3on.:1Alhen slte inf+a sibittty precludes . . .... . • . � . . .. . . . . : a tandi slo e of 50 : In any= dira3tsaln, :The : : . D ©tecf$b1eraming bnac _ . . . . ng p . - �. ..� Y .., , f , N j 48' -O "BETWEEN EXPANSION JOINTS (MAX) a . . - . I < � : :T_ I 0 - . - - _', I -_ - - --- , <I. _� K �' - . . :. . . .. .: ..: . _ :. ' _ . ' �SI'azpe 12. 1 . Concreto base- - .: ..: .2" . :.. r- , � . : . . . - . ... I . _;.;.� I I- - I - I SEE SITE PLAN . . I � . . � 5 �f stte #nfeastbiii redudes canstructlon to: .: , . ... . . PAVEMENT 0.3" .. '• ANSI 4.28.5 FINISH AND CONTRAST . . . •.., . � . . . . . 4' CONCRETE I . MIN. 4" TOP SOIL I I MIN. 4" TOP SOIL - . . . I � . .. I . I . I ','.�,14Z_'Ix�� � I I - 4' � . . T 1, ,.,.'.,'- ',,._,?:Q�_�,,�./ _ . . .: . . . . . . . I . . ' 1. a.maximum B irL rise.. ' .. - . . . . - • � : - . a ma. of. 0 :.1 I . I � . � + I . � I I -i I L .._ ` t I i..._ -.' } �-, l � I , 1 e'er. t 1 �_ ^..1) _.__. t_ I ? ��r�l 1 S f_ .- .. . . , I . . : . . � . . I . . L . . . . . 1 . . . � 1 . . ; : ,. _ : :. = _ : ': .: B ICKSU E o STRU TION _ - , I I . � � .I ( VAN ��1._..� .i r .. 1 . I I � I . 1 ,. . . . 8• : f3ainage [ntat$ st�ouId be tea #sd uphill from . � I I � . . - .� . . I I . -� , .. \� 4" #53 STONE BASE (COMPACTED) . . . .. I... - • . . I '. .. . bf travel. , - • . . . . I COMPACTED SUBGRADE � � . .. . . , .. , �.. . . - ... .. .� I . � . .. . . .. . . . . - I _ . .. I Pa 1,2 : 1 : . . #5 spa. @ 18" .. . . . ' . - . . . . . I � rD1 SID EWALK DETAIL ... I ..... .. 7., see. Standard -Urawin9'E.604- SWCR- :12:for :. • . . . .. .. I . .. .. . . . ' . . .. . . . 1 , . � , PAVEMENT _ : ' _�1� : = :: Im mired access on narrow Sid alks. . : . . P.. , .. .... . - :. . . . .. : 1 .� .� . I . . . .. - SPACES COMPLYING WITH 4.1.2(5)(b) SHALL NO SCALE 2' F Z .! ► ` 1 s • ........... ... J. 1 • ..... ... . • . . .4 : - , ,.4 : , ... -..•......• .. ........ CONCRETE `. +- • ! }' :;A SIDEWALK °- .-::.•.'.•. /� • r .. V / A r ........ = V) . , ......... A • = :: • ,r' .a• .-J `: ..4 ....... . J STRAIGHT CURB TAPER DETECTABLE WARNING SURFACE SEE INDOT DETAIL E 604 - SWCR -02 EDGE OF PVMT STRAIGHT CURB TAPER . PLAN 6' MIN. SEE S1TEp� FOR ��� :`�• +• G1NG 1. t: =� - };;a',a,,,; <z .,�'�' . fh.; , ,.r y ` ASPHALT 4" CONCRETE 4,�;: ;,- ,,. I � .�;,,> , /,;� ;. i- ;l:- 4" LEVELING SAND COMPACTED `� � 1 %% f�L;f -,, ti .� : <`• ` f,. • , . . ;, >, Y -: 'r. , , /,'. �' : , . COMPACTED SUBGRADE NOTE: WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP TO AVOID PUDDLING ACCESSIBLE RAMP DETAIL PV -13C NO SCALE . TOP OF 6" CURB -0 3' TAPER - A- PAVEMENT SURFACE • . . - C. . 1 ....... - I ' ; co r, . 11_____7 .......................... 0 I ".;. . t: . . . < __ L - - F '5 . -, 7 I i " ! ' ? -: 1 i c; •.; Y r, i . /. n ''' 3 -' i ��� r a . . r _7L t. ti r 1. ! 'X:1- 1_�1_•jt' \ :i _. '1 S;r: __.�, ` �• Y- ''.�-_' --: J J \, i l . uc "\ ; :.. �' ti al _'r -,'• fly l -c.'' 1' . r o"♦ -.• i � .-'� i'• ,.=- =ir:.. •.7''- \_. r..- : .i-r ;'1...l tic:'r..,� - 'f: - .i ,:, --,, ,�.a : _ f- �C'f�` -.err .. i-�'r, COMPACTED STONE CURB END TRANSITION PV -7 NO SCALE VARIES SEE SITE PLAN r r-- PAVEMENT MARKING -STOP BAR F SOLID WHITE PAVEMENT STRIPING LINES 4" SOLID WHITE UNE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. CL 24" 4, \ V) w w N 24° w PAINTED ISLANDS PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMENT MARKINGS 6° SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS TD_ � TRAFFIC STRIPING . . . . . .. I .. , . , . � . . . . . - . . . . . . . GENERALAOTES , - ' .. . - .1 . : : ' •� ... --IV9 . . . � . . . . . I . I . . . . . � . . . I I .. .. .. . .. _ .... .% .... . _ . . .. . . . . . I I . . � . . 1� . . � . . 0.4 1-0 'Mese dimenslons are based on a 61 n * ' rb .- - ' 9" :. . I I . I . . . , . • ... . . . . .: . . '. . 1 _ . - . .. , . . . . . -. .. s.t .: . � � . ' .. he'lght., T . ey.shali be proportionally adjusted.. . ' , ' - . , .. _ �� / \f O. . . . . .. 0 1 � .. • for aiher curb heights. '.- . : : ' . . ' . '. . . , :. - • - .. . . . . . I . . ' - I _. . . . .' - � . . I I- . . . - . . - . - .I ... . . . . '.. . . . . . . .- . . . . � . . .. _ _ .. I - . . . . . I . . :2 :: M e e- sits lnfeasibitit- precludes construction : _ :. ::: - r$/ „ . 8.33 % ; 5 % =' 13.33 % > I I %a, 0 ' 1 , ,' -1:4 - . . . . . . . . . . . - .. � I . , I . ... . I . , I . . _ to the,width shcnvn, .such vridth spay be 8.33 roxfmurr: 5 �o maximum . . - . - :. dscreasa to, a ibinimum of 3`�4. '. .. . .. . . :. . . . . . - l� i �. . ... :I 2,500# CONCRETE I . .I . . . . � I . 1 . . . � . I I� C , I . � : - .- �. 6" .I . _ I I I D : The bottom edge of the t�rb ramp.shali be. . . .. . .. . _ . . - ... . . - , . . . , . . , . . . .1� .. ... . . . • ' flush tivith the edge of adjacent pavement .. . ' •' . . . :5gasar pattern _ ProvidQ 2'�-O leva�l strip if. 2''0 . . , . I .. COMPLYING W "(TH ANSI 4.28.8. SIGNS SHALL . . � . . .I . I . . . . - - . . prov>da curb as required, . - . ' ... and gutter Line. . . .. ' . ' ..:... ; . . . aIgebr' Ic difference _ :. . .. • - . -... � '.' .....:: :... .. TRUNCATED DOMES USED may be maana�titic With . . . . . - . .. . : . _� . . - . . � ::. .... . . . '. . - .: excevds.l'l��o. " . .: .. I . ' ' 4. :.{~.ending areas at the top of curb'. ramps: shall. -. '' ' . . ' - IN DETEC.TABL:E WARNINGS .. .:. . ' . ; • .. . ..:- : - . .level strip -'. . .. NOT BE OBSCURED BY A VEHICLE PARKED . . . . I . . . I I . .. . . . . - . -' . : . . C�iANGE OP GRADE .. :. hau. maximum cross stops .b 5 fin .any, : , + I . . . • . . . . . L � . � I . I . I . , . . . ... . direct3on.:1Alhen slte inf+a sibittty precludes . . .... . • . � . . .. . . . . : a tandi slo e of 50 : In any= dira3tsaln, :The : : . D ©tecf$b1eraming bnac _ . . . . ng p . - �. ..� IN THE SPACE. I � � I - . . . . . - .. . . . + I I . . I .. . . . . . � 'slope pa3cpa3ndicuiar io the curb face .hall not .: ': ' .. Brushed sand tntxtuce . . . I - . . .I � .� . . . ... .. . - . exceed 501 .. .. . - - . . ..: . .. . •.. ' .. - . . .. .Setting hard - ' . . . . I -�. .. .. : . . II .. . - . . . . :. . . .. .: ..: . _ :. ' _ . ' �SI'azpe 12. 1 . Concreto base- - .: ..: .2" . :.. r- , � . : . . . - . ... I . I . . . .. . . . . . . I � . . � 5 �f stte #nfeastbiii redudes canstructlon to: .: , . ... . . PAVEMENT 0.3" .. '• ANSI 4.28.5 FINISH AND CONTRAST . . . •.., . � . . . . . . ... . .' ' . . . . I . . . . � . . . . . . ths.wldth shaven; the landing width maybe ' .. . . 1 . - . . . . I . . . . � . I . . decreased.ta.38- 0minimuM. The. running.. .. :. - .. Q . . - . - . . . I � . .. I . I . I . . . . ' . .. slope*af.the- curb ramp may bu stee'ah d to:• � ..: _ ... . - . .. . : .. . . - . . _ .. .. : . . • . ... - .. - .- .Tot •.:' . DE RAMP GROOVES _ . . .: . . . . . . . I . . ' 1. a.maximum B irL rise.. ' .. - . . . . - • � : - . a ma. of. 0 :.1 I . I � . � + I . � I I . .- .. . . , I . . : . . � . . I . . L . . . . . 1 . . . � 1 . . ; : ,. _ : :. = _ : ': .: B ICKSU E o STRU TION _ - , I I . � � .I ( VAN . .. . . I . . . � . . .. 1 . I I � I . 1 ,. . . . 8• : f3ainage [ntat$ st�ouId be tea #sd uphill from . � I I � . . - .� . . I I . -� , .. . . . : . - curb ramps to prevent puddles at the pons :: ' .:: .:.: :. .. - . . . 1. . . . .. I... - • . . I '. .. . bf travel. , - • . . . . I � � . .. . . , .. , �.. . . - ... .. .� I . � . .. . . .. . . . . - I _ . .. I Pa 1,2 : 1 : . . #5 spa. @ 18" .. . . . ' . - . . . . . I � . . ... � . � . - , . 1. . ... I ..... .. 7., see. Standard -Urawin9'E.604- SWCR- :12:for :. • . . . .. .. I . .. .. . . . ' . . .. . . . 1 , . � , PAVEMENT _ : ' . 7 . .. .. . .I . . . : = :: Im mired access on narrow Sid alks. . : . . P.. , .. .... . - :. . . . .. : 1 .� .� . I . . . .. - SPACES COMPLYING WITH 4.1.2(5)(b) SHALL . I I .. . I . . . I . . I . - I .* .. . 1 � I . I . .. . . . . . . � _I . . . - : 8.. ti�ebraic diiteteftca in grade bet een the base -. . . . • .. - : INDIANA -DEPARTMENT OF -TRANSPORTATION . J . . I 1- . . 1. • ; . � . � ..of cuT rai�np and the gutter shall b� limited to Tess . . I - ; ' . .:. . • 1 SL�EWAt�iC.CLiR� RA�I�S • .. . � . I � . I. .I . , - � , . .. .. . . . I . . . . � I . . 1 . . -, . . than: i ° %:. if it -Is- naf practical, a 2`- wide: Construction of curb IfL NJL LAE NOTES DETAILS - _.I . . . . .. .. . . � . .. . . Ievel strip Shalt becavialad. See detail skcta:h:. : ,separated from ramp. ' . , .: .. : . � . . . � . . I - .- .. . . I. - . . . . _� , . .. :. . " .. .. . . .& . . � . :. : ' , :. - .. : :. - • " . . • - .: . STANDARD DRAWING, NO. F: D4-Si�tCR -42 " . � . - . .. . I I . . . 1 I - . . . I .. .�. - . . - . .. . . - .. .. . ,, . . . . . . . . . . - . I . - . . . . - I . . .. _ . _ . ' . , . • .' , .. . . '� - � - . Q`` ".i```, �,. iJ _4.,•' . � I - I . . . . . - . .. I _ $ * t 411 . - . - . � . I . � I ... . . . � . ; . . . I . . • - . . - • - . .. . .. i . ' , . r ,t N04. ' •" I elf Ad►1 L LA's M-03 . . � . � I� I � . - .. - :.. #5� _ 8495 _ �,I . I. . . . I . . � . . . . . " . I . . . . . I - �; . . . - L1 SIAT[ or w- . I - . . - I I .. .I .. � I �. � . .. . . . . .. . . . I I I . . . .. . .. . . t Ef tA4t1ih71I .. .. .. L . . - ... ' -..- ALTERNATE CURB- CONSTRUCTION . . . ' . .tis,. At t; ''�' . . . . . . � I . I . . . . .I . .� .. . NO SCALE ii I : ? i r'-k -• 4'•-- --• -- i i t C �i . O 's ? r ;---- 11 --- -_ i -_{ ;I I I, C-4 � I I j I; I 's 1 >r 1 :q- :i I 4 I 1 !^ i + t J,.�._. _ I ;_.__._..__> } t s ; lt ti y i [.�_ _ t_. -_._• 2' -6" SOLID WHITE PAVEMENT MARKINGS PAVEMENT MARKING DETAIL NO SCALE R" - .. .. 1. I••.. ,__...� i" it co 6 coMancho suecwoc NOTE: D =8° COMBINED CONCRETE CURB AND GUTTER, TYPE 'C" NO SCALE 1 /8 "RADIUS in, �-- FILL WITH JOINT SEALER d /10 J '_ KEYWAY FORMED BY FASTENING KEY TO FORM KEYWAY JAM KJi I /SAWCUT 1/4- CONTROL JOINT Y �� • 5 D 3 r ti - &I 11 D / 1. � ` JDi � JOINT SEALANT 1/2" BACKER ROD 1 ' 14 . ,q I M . '1 . � 11 I 1.1 : . Y - f • , - r, . lr I \ 1/2" PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. CONCRETE JOINT DETAILS NO SCALE `- HMA SURFACE 9.5 Mro (1' #11 H.A.C. SURFACE) HMA INTERMEDIATE 12.5 mm PREPARED SUBGRADE (4' #9 H.A,C. BINDER) COMPACTED PER SPECIFICATIONS 9' COMPACTED #53 STONE P HEAVY DUTY PAVEMENT SECTION NO SCALE 2" ., 2 " . . . ,: f // ;/. 'I- .z I I , I ; " '' /....,.,� , / ,1111 . " �, .1.., i"'I DOOR OPENING 4"0 STEEL POST FILLED W /CONCRETE PLAN I ,.,-- CONE TOP FACE OF BUILDING SEE PLANS FOR POST DIAMET 4 "O STEEL POST FILLED W /CONCRETE 11 co I � t ca I co J NO SCALE 12• "" " PVM'T ' / f .' , % ' % r--" Ch -3r r 3:: Cn C1. _0 :r. 0 C> C=) C) C) C) C:) C*14 C) (Z:) - CD " CS1 C) C) 10- C> .4. C� C:) C) C) F, M N r1 V) X q L'J L17J C:) -L CC) C=); C=> C'4 LFJ CC':'J -- C� C> CD r6 CC=,) V, N C4 cp C) CL 8 cc: �)' 0 S C ' D C' C) C,1 C-4 CD ,, C) C5 C) 6 CS 8 0 C) C) UJI M I-- V) C) C) po C-) ck: CO C) C� C) C) C) 04 C3 !�)_ r, O P- C) C:) C) p p rI 04 C.) a. =5 9 0 -7 z I L Z EX. STRUCTURE INLET TYPE A ICI ' ti T \ � OR = 892.80 0 1 \ f 11. ,ti 1.0I I& EX. STRUCTU 5\ MANHOLE IN, "k TOR 893.97 \� , f,� `,,,,, �a � f' �� .,, � � � � j . ,*' ' t fit; �, `, ti. �., lr ;'f 1 \ '� % N C3 i � . \ yrt � y � ~ \ �,r•' ,_ _„ • ; � � •/•' ,III I ' •r_ i• 'ag 0?_ f f % \ 1 ` a\ 000000 ✓ 00 X 1�1 woo ITC I M.E. *N N. +0.1 FROM AD C M.E. GRADE 0�1 0000 90 0 000010 0000 000000 00* 16 000000 I& Vol r%W *x Zzz ob 1 7 0,00110 pop- %0I U r 0 712 :;] 000, 100 TIC M.E. Pik A 61 '0 tu M IDAMNT di 01 00000 Spy '001� (%3 C 710 I TIC 893.25 j '� } ci) f IN, 709 ITC 1892.881 I s\ `� 707 8 •00 6 ':., , , C_ I TC 18913.5-01 711 1C 894.0 00 894. Ik.. A _.`� G G B G �.5 q A0 �.. \ � � � \ � �j � � � � G �g Bg 500 ' °.. �, �� t , t 7 6 708 TC �B94.001 a bc TC 1892.951 km AI lit ION. ...... . ............... LT%., V� ,� -rte , t'� 1 % p 705 foe, 94.17 �'' Q�` a9 TC 893.58 b illillopoo 00,000 V G 894.25 G �g � • _ ,� 5 � 2�5 �9q•40 Q •�5 �g315 va_�x �7_15 70 702 o G r ; 1-;TC 11393.50 1892.751 % Nro V 704 V' ti ' j {1 9 � .. \ \3 , I TC 1892.8 N RETE N Ulf '� ' \ _ 0000,00 IQ I x pro A ic x 0 0. 000000 ail ;,sot 000000 -10 I } 4 tx ` d ?r � -- 703 I TO 892.00 00000 1% A it 000010 X' 0000016 'P4 V 000006 N i# t S} � I f � I f � ` � i � � ,.',,' .,.,mot - Fes',./,/` � �, �` `� \ --- . � ' = , .. 000000 .01 It N e IV N o S ,� � i � 1 ! � S ,•,,,,.,,. -. _..- ..-... � .._- ..._..._ - .'t- ......___..+,-�•• ._.._. ......... -r- -'- �� 1 1 S e /�✓'' ., • � ` \ \ � ''1L%`/` _ r iti �. L 16 �x73 v U,UUUI\OIU4000OUOO1cadV--ngACUs1C3U1.dwg, 2JI12008 9,53:11 AM, stamy, MOW PLAN LEGEND PPAPOSED 00fwK7RJC7)0N PROPOSED PAVEMENT SPOT GRADE 800.0 PROPOSED PROPOSED GROUND SPOT GRADE MATCH EXISTING GRADE PROPOSED GUTTER GRADE G 799.50 PROPOSED TOP OF CURB GRADE 800.0 PROPOSED GUTTER GRADE q799 _.5 X40 0 PROPOSED TOP OF CASTING TC PROPOSED INVERT ELEVATION IIE 1800.0 _r� PROPOSED 1 Ft, CONTOUR 01 PROPOSED INDEX CONTOUR 0 PROPOSED FINISHED FLOOR ELEVATION F.F.E=800.0 CON UC N ki FLOW ARROW --------- ; I 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 3. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. 4. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND TO DISPOSE OF TOPSOIL 5. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHAM BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO - PLACEMENT OF FILL. 6. THE MINIMUM PAD GRADE (MPG) IS THE FINISHED GRADE ELEVATION ADJACENT TO THE BUILDING, TEN (10) FEET AWAY FROM THE BUILDING, THE ELEVATION SHALL BE SIX (6) INCHES LESS THAN THE MPG TO INSURE PROPER DRAINAGE AWAY FROM THE BUILDING. ELEVATIONS AT THE SIDE YARDS PROVIDES FOR PROPER DRAINAGE TO THE STREET OR YARD SWALES. IT IS IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER DRAINAGE. PAUL 1. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. 7. TC REFERS TO THE TOP OF CURB ELEVATION ON SPOT GRADES. 8. TC REFERS TO THE TOP OF CASTING ELEVATION ON STORM STRUCTURES. IN THE CASE OF CURB INLETS, TIC REFERS TO THE TOP OF CURB ELEVATION. at \' - . 4 1 aj ----------- 6 0L L_ U a- U d. !2 O 4z Z W z z 0 0 z 0 Cn W - Lu a- z LU > w LM 2 > W 0- =3 U% =Joo z 5: z z :t - :5 0 < 000000 O 0" N so Lo q 111 1,*4 : < < ao Oz C) < i:J Ct) < z x @) < U_ 0Q_ a EL Cq < 04 7- qq < C() UJ z cle) 160 r LUUJ 0 cn C 2 0 NC:) U') Lo L0 4cv:) o C C 4 C,4 r-_ L0 L0 L0 4< LLJ LU 0 0 L0 :5� C4 n 0 -C x C) 0 CD CC 0 0 C2 SI C LU 0= U.J co 4p. LLJ CE *,,09000 let SO- zt- PE10504920 STATE OF (4 0 N A L W Date COVERING GRADING PLAN DESIGN "HOLEY HOLEY * SAYS CALL AT LEAST TWO IFULL.WORKING DAYS 8110RE YOU DIG IT'S THE LAW 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA Drawn By, EPM Checked Bw C. PE Quality Assurance: K C*L1&A P.E Scale: 0 Scale: I' =20" . = - I . . L Sheet C301 Date 01-•-08 Project Number 0070400-20000 f � � ,��� '• mot. [[ s f i 1 S) i� i E IL I t j � ♦ l � j_l k� �1 r i 4 1 r. } 4 � r r � � 1 r Ii }i E % s � I 1x .1 3 0 0 0 � 4 O O ' N N N } r C:5 o t r 0 0 ,d. 000 owo i € i t l s� 3C CA I I� X rn i1 �• � � i � N Lj X O Z5 6 C O N , W N O cc=,) / U O � U �! 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C) LZ f a .- L7 � r f d:••` d 1.1p f • � +' �, NN O ti ,S �-k it ll 1 Il I J/ irk i r t � Ili 1 � r L f t 1 f 1 i . 1 i l� `t •i tk t 1\ I � t i B �1 , c r S � • +11r ry� � ', t L x t, ) r F t� oN N. v: Ilk 4 000000 0000 1,1000 00 1,1000 11 \ � � -� `• t/5 �•� l �" . ,.rte �..•, r' kr VVJ ✓ j r /� � fir/ •/ 1 � � y �o 1 OOS owl / '/ • rte'" ,Fs ^�,' ` �• . l � �` tt { ! �� • rrry-iZ'` � °, y !` ` 1, `� 1 ' j It ti � f �• • ` t q t i t } t y: iY S• ,r i i 3 .t i, it 5 � t � � S 1 O ' k r k 1 t t• t t 5 l� y r/ CONCRETE 'SyK ff� O.' t10011U/ 04000UUUU 1cad\LngrlC;dS1U4UI.dwg• 2/ / /1UUt3 9.!)3.,A AM, starny, 1:1 t � SYMBOL/ DETAIL DESCRIPTION HATCH /LINETYPE N0. - EC -37 —CURB PROTECTION INLET DANDY SACK TT 1 C —.36 — INLET PROTECTION DANDY SACK E EC —SA —WELDED WIRE INLET PROTECTION W W W W PERMANENT SEEDING WITH -MULCH W W W W TEMPORARY EC -30 CONSTRUCTION ENTRANCE 12 INCHES OF #2 STONE E EC -33 CONCRETE WASHOUT AREA CONSTRUCTION STAGING AREA SF � EC -2 —SILT FENCE BARRIER m m I== � Was== — CONSTRUCTION LIMITS ST(H -St /Ala POLLUI 4 Pf EVBW4 PLAN WTES; 1. HR TO ANY E;AR'TH ACMS.1T- CTOR BALL. LE A H =--CCft kl, T - WITH THEE HAS , LTON COUNTY SURVEYOR'S OrFFiCE Ate FU uKv A COPY OF T1" C 2. SEE SHEET C100 FOR SOILS MAP AND SOIL CHARACTERISTICS. 3. SEE SHEET C403 FOR STORMWATER POLLUTION PREVENTION DETAILS. 4. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 5. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 6. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 7. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 8. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 9. EROSION CONTROL MAINTENANCE — SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 10. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH. LAND DISTURBING ACTIVITY. 11. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. �'�` r^w.- "'^"""""""•••• -- .,,,may _ . .,..T'+ ,i � _ � F r {K` . - . - I j ` L V4 l cri UJ 1. 'p t% ' r -.•` ;., •��S t i � � , i Jul � 4� tiS � 4 � +`Yy`- t t i r,���.•• i S� j 'J t .. OOS owl / '/ • rte'" ,Fs ^�,' ` �• . l � �` tt { ! �� • rrry-iZ'` � °, y !` ` 1, `� 1 ' j It ti � f �• • ` t q t i t } t y: iY S• ,r i i 3 .t i, it 5 � t � � S 1 O ' k r k 1 t t• t t 5 l� y r/ CONCRETE 'SyK ff� O.' t10011U/ 04000UUUU 1cad\LngrlC;dS1U4UI.dwg• 2/ / /1UUt3 9.!)3.,A AM, starny, 1:1 t � SYMBOL/ DETAIL DESCRIPTION HATCH /LINETYPE N0. - EC -37 —CURB PROTECTION INLET DANDY SACK TT 1 C —.36 — INLET PROTECTION DANDY SACK E EC —SA —WELDED WIRE INLET PROTECTION W W W W PERMANENT SEEDING WITH -MULCH W W W W TEMPORARY EC -30 CONSTRUCTION ENTRANCE 12 INCHES OF #2 STONE E EC -33 CONCRETE WASHOUT AREA CONSTRUCTION STAGING AREA SF � EC -2 —SILT FENCE BARRIER m m I== � Was== — CONSTRUCTION LIMITS ST(H -St /Ala POLLUI 4 Pf EVBW4 PLAN WTES; 1. HR TO ANY E;AR'TH ACMS.1T- CTOR BALL. LE A H =--CCft kl, T - WITH THEE HAS , LTON COUNTY SURVEYOR'S OrFFiCE Ate FU uKv A COPY OF T1" C 2. SEE SHEET C100 FOR SOILS MAP AND SOIL CHARACTERISTICS. 3. SEE SHEET C403 FOR STORMWATER POLLUTION PREVENTION DETAILS. 4. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 5. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 6. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 7. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 8. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 9. EROSION CONTROL MAINTENANCE — SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 10. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH. LAND DISTURBING ACTIVITY. 11. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. �'�` r^w.- "'^"""""""•••• -- .,,,may _ . .,..T'+ ,i � _ � F r {K` . - . - I UJ cri UJ 'p t% -.•` ;., .. Jul � 4� tiS � +`Yy`- t t i , 1,21 C BY: Q M , l �O i -ZC Q� • .. PEI 0504920 so-O STATE OF ; • Ilk i k; s�O NA 1- Date / ! i i i Jj%- - � COVERING ' S RMWATER POLLUTION PREVENTION P DESIGN F" `HOLEY HOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG � r 1 S THE LAW t \ IV �. ' 1- 800 - 382 -5544 TOIL FRff v'\CALL 1- 800 - 428 -5200 '.•.. y `l �, Foy CALLS ouT9DE OF waANA By: Drawn E POPS Checked By: C. IYZEMAA PP. t Quality Assurance: K COULM P.E. C Scale: 0 Scale: 1' = 20' � •, Q_ U Sheet k ; C 01 ~'''f 1t , ••• Date 01_10-08 A l Project Number 0070400 -20000 CD 3 6 0 0 0 N 0 0 14- 0 r- C> J i N L_ x Cn W D U 0 C> 0 0 N 0 0 0 r- 0 0 0 N 0 0 0 0 0 N 0 0 d- C) r- 6i W >F= CD 0 C-4 i 0 V CD W 8 CO 0 0 C) 0 N N .a 0 4- 5! � C) 0 o t= o� -6 o v �U o. O- v= v,~ N 3 OJ 281-2 o -1 t CONSTRUCTION /STORMWATER POLLUTION PREVENTION PLAN ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTION A Al PLAN INDEX SHOWING LOCATIONS OF REQUIRED ITEMS: SEE COVER SHEET A2 11X17 PLAN SHOWING SITE, BUILDINGS, PARKING LOTS, STREETS: PLEASE SEE SHEET INCLUDED WITH THE SUBMITTAL A3 NARRATIVE DESCRIBING PROJECT NATURE AND PURPOSE: THIS IS A PROPOSED NEW SITE CONSTRUCTION CONSISTING OF CONSTRUCTION OF A CARWASH. THE CARWASH WILL CONSIST OF AN AUTOMATIC WASH AREA, FOUR SELF -SERVE BAYS, AND VACUUM STATIONS. THE SITE WILL HAVE AN ENCLOSED STORM SEWERS, AND EARTHEN BERMS. THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE TABLE ON THIS SHEET. CONSTRUCTION SEQUENCE: (SEE SCHEDULE OF LAND DISTURBING ACTIVITIES ON THIS SHEET.) A4 VICINITY MAP SHOWING PROJECT LOCATION: SEE SHEET C100 A5 LEGAL DESCRIPTION OF THE PROJECT SITE: SEE COVER SHEET FOR LEGAL DESCRIPTION. LATITUDE 39' 56.349' N, LONGITUDE 86' 14.194' W A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS: SEE SHEETS C201 AND C501. A7 HYDROLOGIC UNIT CODE: 05120201120080 EAGLE CREEK -LONG BRANCH /IRISHMAN RUN 1 A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS: RULE 5 A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: THE STORMWATER WILL DISCHARGE THE SITE AT TWO LOCATIONS INTO . THE EXISTING STORM SEWER SYSTEM. A10 LOCATION & NAME OF ALL WETLANDS. LAKES & WATER COURSES ON AND ADJACENT TO THE SITE: SEE SHEET C101 All IDENTIFY ALL RECEIVING WATERS: RECEIVING WATER IS EAGLE CREEK - LONG BRANCH Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUNDWATER: NONE A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES: NONE 1 CQ0111000I RE - CONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE: PRE= 2.42 cfs POST= 6. 71 cf s A15 ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHED: NORTH - COMMERCIAL SOUTH - COMMERCIAL EAST COMMERCIAL WEST - COMMERCIAL UPSTREAM WATERSHED: NO UPSTREAM WATERSHED A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE SHEETS C301 AND C401. A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER: CURRENTLY THE SITE IS COVERED WITH GRASS. SEE EXISTING SURVEY SHEET. A18 SOILS MAP INCLUDING DESCRIPTIONS AND LIMITATIONS: SEE SHEET C101. A19 LOCATION. SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS: SEE SHEET C501 AND C301 A20 PLAN FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT: SEE SHEET C501. A21 LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW AND /OR DISPOSAL AREAS: SEE SHEET C401. A22 EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE PATTERNS: SEE EXISTING SURVEY SHEET. A23 PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE PATTERNS: SEE SHEET C301. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES DESCRIPTION AND PURPOSE TO PREVENT OR REDUCE THE AMOUNT OF CONTAMINATION TO STORMWATER RESULTING FROM VEHICLE AND EQUIPMENT MAINTENANCE BY MAINTAINING A "DRY AND CLEAN SITE ". THE BEST PRACTICE WOULD BE TO PERFORM MAINTENANCE ACTIVITIES AT AN OFFSITE FACILITY WHENEVER POSSIBLE. IF THIS OPTION IS NOT FEASIBLE, THEN WORK SHOULD BE PERFORMED ONLY IN DESIGNATED AREAS, WHILE PROVIDING ADEQUATE COVER FOR MATERIALS STORED OUTSIDE, ROUTINELY CHECKING FOR LEAKS AND SPILLS, AND CONTAINING AND CLEANING UP ALL SPILLS IMMEDIATELY. SUITABLE APPLICATIONS THESE PROCEDURES ARE APPLICABLE FOR ALL CONSTRUCTION PROJECTS WHERE AN ONSITE STAGING YARD AREA IS NECESSARY FOR THE STORAGE AND MAINTENANCE OF HEAVY CONSTRUCTION EQUIPMENT AND VEHICLES. LIMITATIONS VEHICLE AND EQUIPMENT MAINTENANCE SHOULD ONLY BE PERFORMED ONSITE WHEN IT IS IMPRACTICAL TO SEND THEM OFFSITE FOR MAINTENANCE AND REPAIR. TRANSPORTING VEHICLES AND /EQUIPMENT OFFSITE SHOULD BE DONE ONLY AT THE STABILIZED CONSTRUCTION ENTRANCE /EXIT. VEHICLE STORAGE AND EQUIPMENT MAINTENANCE PROVIDES FOR A POTENTIALLY SIGNIFICANT SOURCE OF STORMWATER POLLUTION. ONSITE ACTIVITIES THAT CAN CONTAMINATE STORMWATER INCLUDE GENERAL MAINTENANCE SUCH AS CHANGING OR REPLACEMENT OF FLUIDS AND FILTERS, ENGINE REPAIR AND SERVICE, AND OUTDOOR EQUIPMENT STORAGE OR PARKING (FROM SOURCES SUCH AS THE ENGINE, OIL, FUEL, OR HYDRAULIC FLUID LEAKS). IMPLEMENTATION IF MAINTENANCE MUST OCCUR ONSITE, WORK SHOULD BE DONE ONLY IN DESIGNATED AREAS LOCATED AWAY FROM DRAINAGE COURSES. DEDICATED MAINTENANCE AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION AND RUNOFF. THE MAINTENANCE AREA SHOULD BE LOCATED AT LEAST 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. STORE AN ADEQUATE AMOUNT OF SPILL CLEANUP MATERIALS ONSITE WHERE THEY CAN BE READILY ACCESSIBLE. DRIP PANS OR ABSORBENT PADS SHOULD BE USED DURING VEHICLE AND EQUIPMENT MAINTENANCE WORK THAT INVOLVES FLUIDS, UNLESS THE MAINTENANCE WORK IS PERFORMED OVER AN IMPERMEABLE SURFACE WITHIN THE DEDICATED MAINTENANCE AREA USE ABSORBENT MATERIALS ON SMALL SPILL AREAS. REMOVE THE CONTAMINATED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF THEM PROPERLY. ALL FUELING TRUCKS AND FUELING AREAS SHALL HAVE SPILL KITS AND /OR USE OTHER ADEQUATE SPILL PROTECTION DEVICES. INSPECT ONSITE VEHICLES AND EQUIPMENT DAILY AT THE BEGINNING OF EACH DAY FOR LEAKS AND REPAIR IMMEDIATELY. KEEP VEHICLES AND EQUIPMENT CLEAN; DO NOT ALLOW EXCESSIVE BUILD -UP OF OIL, GREASE OR SILT MATERIALS THAT MAY CONTAMINATE OTHER PORTIONS OF THE SITE. EMPLOYEES AND SUBCONTRACTORS SHALL BE TRAINED IN PROPER MAINTENANCE AND SPILL MEDIATION PROCEDURES. . PROPERLY DISPOSE OF USED OILS, FLUIDS, LUBRICANTS, AND SPILL CLEANUP MATERIALS PER LOCAL AND STATE LAWS. SEPARATE AND RECYCLE WASTES SUCH AS GREASES, USED OIL, HYDRAULIC FLUID, OIL FILTERS, ANUFZEEZE, CLEWNG SOLVEKS, OATTERCS, ANO TRANSWSSON FLU DS. tF THESE MATEr? LS ARE STORED ONSITE, PROVIDE ADEQUATE SECONDARY CONTAINMENT AND COVERS. DO NOT PLACE USED OIL IN AN UNAPPROVED DUMPSTER, POUR INTO A STORM DRAIN OR WATERCOURSE, OR POUR ONTO THE GROUND. DRIP PANS OR PLASTIC SHEETING SHOULD BE PLACED UNDER ALL VEHICLES AND EQUIPMENT PLACED ON WATERWAY DOCKS, BARGES, OR OTHER STRUCTURES LOCATED OVER WATER BODIES WHEN THE VEHICLE OR EQUIPMENT IS ANTICIPATED TO BE IDLE FOR MORE THAN ONE HOUR. DO NOT BURY OR BURN USED TIRES. D ASSESSMENT OF STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION COMPONENT (SECTION B) B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION INCLUDE DISTURBED SOILS, STORED MATERIALS AND FUELS, EQUIPMENT USED DURING CONSTRUCTION, MULCH, CONCRETE WASH -OUT AREA, TRASH FROM CONSTRUCTION, FERTILIZERS, PESTICIDES, AND HERBICIDES. EQUIPMENT AND FUEL WILL BE STORED IN A CENTRAL LOCATION AND THE CONTRACTOR SHALL INSTITUTE METHODS AND PROCEDURES TO PREVENT DISCHARGE OF POLLUTANTS. 82 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES: SEE SCHEDULE OF EROSION AND SEDIMENT CONTROL SEQUENCES ON THIS SHEET. B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: SEE SHEET C401. B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: SEE SHEET C401. B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: SEE SHEET C401. B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS: SEE SHEET C401. B7 RUNOFF CONTROL MEASURES: SEE SHEET C401 AND C301. B8 STORMWATER OUTLET PROTECTION SPECIFICATIONS: SEE SHEET C401. B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: SEE SHEET C401. B10 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR EACH STORMWATER QUALITY MEASURE: SEE SHEET C401, C301, AND ASSOCIATED EROSION CONTROL DETAILS ON SHEET C403. B11 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: SEE SHEET C401 AND IMPLEMENTATION AND MAINTENANCE PROCEDURE ON THIS SHEET. B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS: SEE SHEET C401 AND IMPLEMENTATION AND MAINTENANCE PROCEDURE ON THIS SHEET. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: EXPECTED CONSTRUCTION MATERIALS 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 STONEY CREEK. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON -PAVED AREAS WILL BE PLACED 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. THE CARMEL FIRE DEPARTMENT (317)733 -1480 OR 911, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE (800) - 233 -7745, CITY OF NOBLESVILLE STORMWATER DIVISION (317)776 -6353 OR HAMILTON COUNTY SURVEYOR'S OFFICE (317)776 -8495, SHALL BE NOTIFIED IMMEDIATELY FOR LARGER SPILLS OR LEAKS. THE NATIONAL RESPONSE CENTER (800) - 424 -8802 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. 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 MANOR WILL LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. IT IS !MPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL MAINTENANCEDGUIDELINESE FORDEACH PROPOSED POLLUTION PREVENTION MEASURE: REFER TO MAINTENANCE GUIDELINES SHOWN FOR EACH EROSION CONTROL MEASURE - THIS SHEET. B15 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS: N/A SOLID WASTE MANAGEMENT DESCRIPTION AND PURPOSE SOLID WASTE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO PREVENT OR REDUCE THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO STORMWATER FROM SOLID OR CONSTRUCTION WASTE BY PROVIDING DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS, ENSURING REGULAR DISPOSAL, AND TRAINING OF EMPLOYEES AND SUBCONTRACTORS. SUITABLE APPLICATIONS THIS PRACTICE IS APPLICABLE FOR CONSTRUCTION SITES WHERE THE FOLLOWING WASTES ARE GENERATED OR STORED: SOLID WASTE GENERATED FROM DEMOLITION ACTIVITIES SUCH AS TREES OR SHRUBS, DEMOLITION OF EXISTING STRUCTURES, AND NEW BUILDING CONSTRUCTION MATERIALS INCLUDING CONCRETE, MASONRY, WOOD, METAL, GLASS, RUBBER, STYROFOAM, PAPER, PLASTIC, PIPE, ELECTRICAL COMPONENTS, AND PACKAGING MATERIALS. DOMESTIC WASTES INCLUDE: FOOD CONTAINERS, BEVERAGE CONTAINERS, COFFEE CUPS, PAPER BAGS, PLASTIC WRAPPERS, STYROFOAM, AND CIGARETTES CONSTRUCTION WASTES INCLUDING BRICK, MORTAR, TIMBER, STEEL AND METAL SCRAPS, PIPE AND ELECTRICAL CUTTINGS, NONHAZARDOUS EQUIPMENT PARTS, STYROFOAM AND OTHER MATERIALS SEND TRANSPORT AND PACKAGE CONSTRUCTION MATERIALS IMPLEMENTATION THE FOLLOWING STEPS WILL AID IN KEEPING THE SITE CLEAN AND REDUCE THE POTENTIAL FOR STORMWATER POLLUTION: SELECT A DESIGNATED WASTE COLLECTION AREA ONSITE THAT IS DOWNSTREAM FROM THE STORMWATER COLLECTION SYSTEM AND AT LEAST 50 FEET AWAY FROM ALL WATERWAYS AND FLOOD PLAINS. INFORM THE TRASH- HAULING CONTRACTOR THAT ONLY WATERTIGHT DUMPSTERS FOR ONSITE USE WILL BE ACCEPTED. INSPECT DUMPSTERS WHEN THEY REACH THE SITE FOR LEAKS. REJECT ANY DUMPSTER THAT IS NOT WATERTIGHT OR IS DEFECTIVE. PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR COVERS TO KEEP RAINWATER OUT AND TO PREVENT LOSS OF MATERIALS DUE TO WINDY CONDITIONS. ALLOW FOR ADDITIONAL DUMPSTERS OR MORE FREQUENT PICKUPS DURING THE DEMOLITION PHASE OF CONSTRUCTION TO INSURE TRASH MATERIALS DO NOT GET STORED ON THE GROUND. HAVE SITE TRASH COLLECTED DAILY. DURING RAINY AND WINDY CONDITIONS IT MAY BE NECESSARY TO COLLECT TRASH MORE THAN ONCE A DAY. REMOVE SOLID WASTE MATERIALS PROMPTLY FROM THE SITE SINCE EROSION AND SEDIMENT CONTROL MEASURES TEND TO COLLECT TRASH WHICH HINDERS THE EFFECTIVENESS OF THE EROSION CONTROL MEASURES. INSURE THAT TOXIC LIQUID WASTES SUCH AS USED OILS, SOLVENTS, AND PAINTS AND CHEMICALS SUCH AS ACIDS, PESTICIDES, ADDITIVES, AND CURING COMPOUNDS ARE NOT DISPOSED OF IN DUMPSTERS DESIGNATED FOR CONSTRUCTION DEBRIS BUT ARE PROPERLY DISPOSED OF ACCORDING TO LOCAL AND STATE LAWS. DO NOT WASH OUT DUMPSTERS ON THE CONSTRUCTION SITE. DUMPSTER CLEANING SHOULD BE THE RESPONSIBILITY OF THE TRASH HAULING CONTRACTOR. ARRANGE FOR REGULAR WASTE COLLECTION BEFORE DUMPSTERS OVERFLOW. DO NOT PILE MATERIAL ABOVE THE DUMPSTER SIDE OR ALLOW MATERIAL TO DRAPE OVER THE SIDES. IMMEDIATELY CLEAN UP DUMPSTER SHOULD A SPILL OCCUR. MAKE SURE THAT CONSTRUCTION WASTE IS COLLECTED, REMOVED, AND DISPOSED OF IN A TIMELY MANOR BY AN AUTHORIZED DISPOSAL CONTRACTOR. D D INSPECTION AND MAINTENANCE ASSESSMENT OF STORMWATER POLLU1ON PREVEN11ON POST - CONSTRUCTION COMPONENT (SECTION Q C1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: POTENTIAL POLLUTANT SOURCES POST CONSTRUCTION INCLUDE FERTILIZERS, HERBICIDES, PESTICIDES AND OTHER LAWN TREATMENT APPLICATIONS ALONG WITH ASSORTED FUELS, OILS, SOAPS, AND LIQUIDS ASSOCIATED WITH VEHICULAR TRAFFIC THROUGHOUT THE DEVELOPED SITE. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: THE STORMWATER QUALITY MEASURE IMPLEMENTATION SHALL BE BEGIN AFTER SUBSTANTIAL COMPLETION OF THE CONSTRUCTION ACTIVITIES FOR THE PROPOSED PROJECT. ADDITIONAL STORMWATER QUALITY MEASURES WILL BE IMPLEMENTED AT THE DEVELOPMENT OF SUBSEQUENT CONSTRUCTION PHASES. FOLLOWING CONSTRUCTION, ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED UNTIL ALL PERMANENT MEASURES AND VEGETATION HAS BEEN ESTABLISHED AND CONSTRUCTION, INCLUDING LANDSCAPING, IS COMPLETE. INDIVIDUAL EROSION CONTROL MEASURES MAY BE REMOVED FROM INLET PROTECTION STATUS FOLLOWING SEEDING AND AFTER SUFFICIENT VEGETATION HAS BEEN ESTABLISHED IN AN AREA TO PREVENT SILT AND SOIL EROSION INTO THE STORM SEWER SYSTEM. INSPECTION AND MAINTENANCE OF ALL COMMON AREAS, LANDSCAPE AREAS AND INFRASTRUCTURE IMPROVEMENTS ARE THE RESPONSIBILITY OF THE DEVELOPER /OWNER AND OR LOCAL AGENCIES TAKING JURISDICTION OVER THE INFRASTRUCTURE IMPROVEMENTS. C3 DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES: POST CONSTRUCTION STORMWATER QUALITY MEASURES TO AID IN REDUCING THE AMOUNT OF POLLUTANTS INCLUDE CATCH BASINS, GRASS FILTER STRIPS, MULCH AREAS, LANDSCAPING MATERIAL, OUTLET PROTECTION, AQUA SWIRL UNITS, AND ENERGY DISSIPATION MEASURES. POST CONSTRUCTION STORMWATER QUALITY MEASURES WILL CONSIST OF VEGETATIVE COVER ON THE PERMANENT GRASS AREAS, TEMPORARY AND PERMANENT EROSION CONTROL BLANKETS IN SPECIFIED AREAS. BOTH THE VEGETATIVE COVER AND EROSION CONTROL BLANKETS ARE INTENDED TO STABILIZE THE DISTURBED AREAS AND TO SERVE AS A SEDIMENT TRAP FOR FINER PARTICLES WITHIN THE STORM SEWER SYSTEM. THE USE OF CATCH BASINS AND AQUA SWIRL UNITS WITHIN THE STORM SEWER SYSTEM HAS BEEN UTILIZED. MAINTENANCE OF THE CATCH BASINS AND AQUA SWIRL UNITS WILL BE THE RESPONSIBILITY OF THE OWNER AND /OR AGENCY TAKING JURISDICTION OVER THE STORM SEWER INFRASTRUCTURE IMPROVEMENTS. OUTLET PROTECTION AND ENERGY DISSIPATION MEASURES HAVE BEEN INCLUDED AT THE OUTLET POINT OF THE STORM SEWER SYSTEM AND WILL NEED TO BE MAINTAINED TO INSURE PROPER SLOPE BANK STABILITY. ALTHOUGH NOT CURRENTLY A PART OF THE PROPOSED SYSTEM, THE OWNER SHOULD BE AWARE THAT IF AN EXCESS OF POLLUTANTS IS DETERMINED TO BE FOUND LEAVING THE SITE, ADDITIONAL MEASURES SUCH AS INLET DROP IN FILTERS MAY BE REQUIRED IN THE FUTURE TO FURTHER REDUCE THE AMOUNT OF FINES AND PETROLEUM PRODUCTS ENTERING THE STORM SEWER SYSTEM FROM THE PARKING LOT AND ROADWAY SYSTEM. r C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER \ QUALITY MEASURE: C THE STORMWATER QUALITY MEASURES (TWO AQUA SWIRL AS -2 UNITS) FOR POST CONSTRUCTION ACTIVITIES ARE INDICATED WITHIN THESE CONSTRUCTION DOCUMENTS. REFER TO SHEETS C401 FOR EROSION CONTROL MEASURES TO BE IMPLEMENTED WITHIN THE PROJECT SITE, AND SHEETS C501 FOR STORM SEWER IMPROVEMENTS INTENDED TO SERVE THE POST CONSTRUCTED AREA. DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR THESE STORMWATER QUALITY MEASURES ARE INCLUDED WITHIN THE AFOREMENTIONED SERIES OF CONSTRUCTION DOCUMENTS. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES: BUILDING AND GROUNDS PERSONNEL WILL PROVIDE MAINTENANCE ACTIVITIES FOR THE POST CONSTRUCTION WATER QUALITY MEASURES. MAINTENANCE ACTIVITIES WILL BE COMPLETED AS DESCRIBED BELOW. ALL INLET CASTINGS WILL BE INSPECTED MONTHLY. DEBRIS AND TRASH AROUND OR OBSTRUCTING INLETS WILL BE REMOVED. CATCH BASINS WILL BE INSPECTED QUARTERLY. TRASH, STICKS, DEBRIS, AND SEDIMENT WILL BE REMOVED TO ENSURE PROPER PERFORMANCE OF THE CATCH BASIN. GRASS AREAS SURROUNDING INLETS WILL BE MAINTAINED ON A REGULAR MOWING CYCLE. TRASH AND DEBRIS WILL BE REMOVED FROM SEEDED AND PAVED AREAS. DAMAGE TO INLET CASTINGS, INLET STRUCTURES, STORM STRUCTURES, OR CATCH BASINS SHOULD BE REPAIRED AS SOON AS POSSIBLE. COWNER SHALL SEND COPIES OF ALL INSPECTIONS AND MAINTENANCE REPORTS AT LEAST ANNUALLY THE HAMILTON COUNTY SURVEYOR'S OFFICE. SEE SHEET C403 FOR INSPECTION CHECKLISTS. INSPECT AND VERIFY THAT PRACTICES ARE IN PLACE PRIOR TO THE START OF EACH ASSOCIATED ACTIVITY. WHILE ACTIVITIES ARE IN PROGRESS, INSPECT EACH PRACTICE WEEKLY TO VERIFY CONTINUED IMPLEMENTATION. KEEP ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE. INSURE THAT ALL EMPLOYEES ARE AWARE OF MATERIAL STORAGE LOCATIONS AND ACCESS CAN BE OBTAINED TO THE MATERIALS. MAINTAIN FLUID WASTE CONTAINERS IN LEAK PROOF CONDITION. REMOVE AND REPLACE ANY CONTAINERS FOUND TO BE DEFECTIVE. VEHICLES AND EQUIPMENT SHOULD BE INSPECTED AT THE START OF EACH DAY. IMMEDIATELY REPAIR ALL LEAKS. IT IS PREFERRED THAT THE PROBLEM VEHICLE OR EQUIPMENT BE REMOVED FROM THE PROJECT SITE FOR REPAIRS TO MINIMIZE ONSITE IMPACTS. INSPECT EQUIPMENT FOR DAMAGED HOSES AND LEAKY GASKETS DAILY. IMMEDIATELY REPAIR OR REPLACE FAULTY COMPONENTS. DESCRIPTION AND PURPOSE VEHICLE AND EQUIPMENT FUELING PROCEDURES AND PRACTICES ARE DESIGNED TO PREVENT FUEL SPILLS OR LEAKS AND REDUCE OR ELIMINATE CONTAMINATION OF SOILS AND STORMWATER. THIS CAN BE ACCOMPLISHED BY USING OFFSITE FACILITIES, FUELING IN DESIGNATED ONSITE AREAS ONLY, ENCLOSING OR COVERING STORED MATERIAL, UTILIZING SPILL CONTROLS, AND TRAINING EMPLOYEES AND SUBCONTRACTORS IN PROPER FUELING PROCEDURES. LIMITATION ONSITE VEHICLE AND EQUIPMENT FUELING SHOULD ONLY BE DONE WHEN IT IS NOT FEASIBLE TO SEND VEHICLES AND EQUIPMENT OFFSITE FOR FUELING. VEHICLES AND EQUIPMENT ENTERING AND EXITING THE SITE SHOULD ALWAYS BE DONE AT THE STABILIZED CONSTRUCTION ENTRANCE /EXIT. IMPLEMENTATION. THE USE OF OFFSITE FUELING STATIONS IS ENCOURAGED WHENEVER FEASIBLE. THESE FACILITIES ARE EQUIPPED TO HANDLE FUELING AND SPILLS PROPERLY. PERFORMING THIS WORK OFFSITE MAY BE MORE ECONOMICAL BY ELIMINATING THE NEED FOR A SEPARATE DESIGNATED FUELING AREA AND CONTAINMENT MEASURES ONSITE. DISCOURAGE EMPLOYEES FROM "'TOPPING-OFF" FUEL TANKS TO PREVENT UNNECESSARY SPILLS. ABSORBENT SPILL CLEANUP MATERIALS AND SPILL KITS SHALL BE AVAILABLE IN ONSITE FUELING AREAS AND ON MOBILE FUELING TRUCKS. PROPERLY DISPOSE OF USED MATERIALS AFTER USE. ABSORBENT PADS OR DRIP PANS SHOULD BE USED DURING VEHICLE AND EQUIPMENT FUELING UNLESS THE FUELING IS PERFORMED OVER AN IMPERVIOUS SURFACE WITHIN A DEDICATED FUELING AREA. ABSORBENT MATERIALS FOR SMALL SPILLS SHALL BE USED. DO NOT WASH OR BURY THE SPILL MATERIAL AS THIS ONLY RESULTS IN ADDITIONAL REMEDIATION REQUIREMENTS. REMOVE THE CONTAMINATED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF PROPERLY ACCORDING TO LOCAL AND STATE LAWS. AVOID FUELING OF CONSTRUCTION EQUIPMENT AT VARIOUS LOCATIONS AROUND THE SITE. TRANSPORT THE VEHICLE OR EQUIPMENT TO DESIGNATED ONSITE FUELING AREAS WHERE ADEQUATE PREVENTION AND SPILL CONTAINMENT MATERIALS ARE LOCATED. EMPLOYEES AND SUBCONTRACTORS SHOULD BE TRAINED IN PROPER FUELING AND CLEANUP PROCEDURES. DEDICATED FUELING AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION AND RUNOFF, AND SHOULD BE LOCATED AT LEAST 50 FT AWAY FROM DOWNSTREAM DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. FUELING MUST BE PERFORMED IN A LEVEL AREA. PROTECT FUELING AREAS WITH BERMS OR DIKES TO PREVENT INFILTRATION, RUNOFF, AND TO CONTAIN SPILLS. NOZZLES USED IN VEHICLE AND EQUIPMENT FUELING SHOULD BE EQUIPPED WITH AN AUTOMATIC SHUTOFF TO CONTROL SPILLS AND DRIPS. FUELING OPERATIONS SHOULD BE MONITORED BY THE FUELING OPERATOR AT ALL TIMES. FEDERAL, SLATE, AND LOCAL REQUIREMENTS SHOULD BE OBSERVED FOR ANY TEMPORARY ABOVE GROUND STORAGE TANKS. . , . TENTATIVE SCHEDULE Land Disturbing Actrnties START DATE DURATION (WEEKS) Pre - construction actions ** 04 -01 -07 1 Construction access 04 -01 -07 1 Demolition 04 -01 -07 0 Clearing and Grubbing 04 -01 -07 1 Stripping Topsoil 04 -01 -07 1 Rough Grading 04 -05 -07 3 Surface Drainage Excavation 04 -12 -07 2 Utility Excavation Sanitary Sewer 04 -12 -07 1 Storm Sewer 04 -19 -07 2 Water 04 -26 -07 1 Finish Grading 06 -20 -07 2 Topsoil Replacement 06 -27 -07 1 Landscaping 07 -04 -07 2 *NOTE TO CONTRACTOR - SCHEDULE PROVIDED PER AGENCY REQUIREMENTS MORE DETAILED SCHEDULE TO BE PROVIDED BY CONTRACTOR. ** A PRE - CONSTRUCTION MEETING WITH THE CITY OF NOBLESVILLE, STORMWATER (317)776 -6353 NEEDS TO BE HELD 48 HOURS PRIOR TO THE START OF ANY C T Erosion and Sediment Contro Sequence 1 1 • PRIOR TO ANY EARTH DISTURBING ACTIVMES, THc CONTRACTOR SHALL SCHEDULE A PRECON. MEETING WITH THE HAMILTON COUNTY SURVEYOR'S OFFICE AND FURNISH A COPY OF THc NOT. 2. Assign an on -site person with the daily responsibility and authority to ensure that erosion /sediment control practices are installed according to this sequence schedule. 3. Contact Indiana Underground Planned Protection Systems, Inc. ( "Holey Moley") for underground Utility locations. (1 -800- 382 -5544) 4. Before opening up the site, first evaluate, mark and protect important trees and associated root zones, uni ue areas to be preserved (i.e. wetlands), or existing vegetation suitable for use as filter strips �especiall y in perimeter areas). } . 5. Install sediment basins or traps around the perimeter of the site and diversions above the site to direct water from undisturbed areas away from the sediment traps while conveying sediment- laden runoff from disturbed areas to the traps. 6. Install an adequate and stable construction entrance / exit drive from the construction site to keep mud and sediment off public roads. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, vegetative cover, spray on adhesives or other approved methods. 7. Identify construction staging area, material storage area, concrete and masonry washout areas, dumpster area. Each area shall properly protected and delineated prior to construction. 8. Once erosion and sediment control measures are in place, begin land clearing followed immediately by grading. Do not leave large areas unprotected for more than 7 days. 9. Start mass earthwork including topsoil striping and stockpile. 10. Start building pad and parking lot grading. 11. As grading progresses, install additional traps, silt fences, slope drains, temporary diversions, and other runoff control measures at appropriate locations to keep sediment contained on -site. 12. install the main runoff conveyance system with inlet and outlet protection devices to convey storm runoff through the site without creating gullies and to prevent damage to open channels. Sides of Swales, mounds and ponds to be seeded and mulched upon completion. Temporary seeding shall be required for all swales and disturbed areas that can not be final seeded within a time period that will prevent slope erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual rye grass, wheat or rye depending on time of year. Disturbed areas shall be kept to a minimum at all times. 13. As soon as the storm drain system is functional, install drain inlet protections, which trap sediment on -site in shallow pools while allowing high water flows to enter the system. 14. Install sanitary sewers and other utilities. 15. Complete parking lot and roadway grading followed by aggregate layers and curbing. 16. Immediately after grading, apply surface stabilization practices on all graded areas, using permanent measures in accordance with the erosion control plan. However, if weather delays permanent stabilization, temporary seeding and /or mulching may be necessary as a stop -qap measure. Also stabilize (using temporary seeding /mulching or other suitable means) any disturbed area where active construction will not take place for 30 working days. 17. After construction and final grading, landscape and permanently stabilize all disturbed sites, including borrow and disposal areas. Also remove temporary runoff control structures and any unstable sediment around them, and vegetate those areas. 18. Maintain all erosion and sediment control practices until all disturbed areas are permanently stabilized. 19. Owner shall submit NOT to MS4 and IDEM. INSPECTION AND MAINTENANCE VEHICLES AND EQUIPMENT SHOULD BE INSPECTED DAILY FOR LEAKS. LEAKS SHOULD BE REPAIRED IMMEDIATELY PREFERABLY WITH THE PROBLEM VEHICLE OR EQUIPMENT REMOVED FROM THE PROJECT SITE FOR REPAIR. MAINTAIN ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE AND INSURE ALL PERSONEL KNOW THEIR STORAGE LOCATION. IMMEDIATELY CLEAN UP SPILLS AND PROPERLY DISPOSE OF CONTAMINATED SOIL AND CLEANUP MATERIALS ACCORDING TO LOCAL AND STATE LAWS. COLLECTION, STORAGE, AND DISPOSAL OF MATERIALS LITTERING ON THE PROJECT SITE IS PROHIBITED. TO PREVENT CLOGGING OF THE STORM DRAINAGE SYSTEM LITTER AND DEBRIS SHOULD BE REMOVED FROM DRAINAGE GRATES, TRASH RACKS, AND DITCHES DAILY. TRASH RECEPTACLES SHOULD BE PROVIDED IN THE CONSTRUCTION STAGING AREAS, FIELD TRAILER AREAS, AND AREAS UTILIZED FOR LUNCH AND BREAK PERIODS. DOMESTIC TRASH FROM WORK AREAS WITHIN THE CONSTRUCTION LIMITS OF THE SITE SHOULD BE COLLECTED AND PLACED IN WATERTIGHT DUMPSTERS WEEKLY AT A MINIMUM. DOMESTIC TRASH SHOULD BE COLLECTED FROM THE SITE REGARDLESS OF THE SOURCE. COLLECTED LITTER AND DEBRIS SHOULD NOT BE PLACED IN OR NEXT TO THE STORMWATER DRAINAGE SYSTEMS OR WATERWAYS. DUMPSTERS OF SUFFICIENT SIZE AND QUANTITY SHOULD BE PROVIDED TO CONTAIN THE SOLID WASTE GENERATED BY THE PROJECT. DUMPSTERS SHOULD BE REMOVED FROM THE PROJECT SITE ONCE THEY BECOME FULL AND THE CONTENTS DISPOSED OF BY THE TRASH HAULING CONTRACTOR. CONSTRUCTION DEBRIS AND WASTE SHOULD BE REMOVED FROM THE SITE WEEKLY OR MORE FREQUENTLY AS REQUIRED. THE CONTRACTOR SHOULD USE THEIR BEST JUDGEMENT IN ANTICIPATING WHEN A DUMPSTER WILL BE FULL AND SCHEDULE A PICKUP IN ADVANCE OF THE DUMPSTER BEING FULL TO PREVENT OVER TOPPING OF THE DUMPSTER OR PLACEMENT OF EXCESS MATERIAL ON THE GROUND. CONSTRUCTION MATERIAL VISIBLE TO THE PUBLIC SHOULD BE STORED OR STACKED IN AN ORDERLY MANNER AWAY FROM THE STORM DRAINAGE SYSTEM, WATERWAYS, AND FLOOD PLAIN. STORMWATER RUNOFF SHOULD BE DIVERTED FROM STORED SOLID WASTE THROUGH THE USE OF BERMS, DIKES, OR OTHER TEMPORARY DIVERSION STRUCTURES OR THROUGH THE USE OF MEASURES TO ELEVATE THE WASTE COLLECTION DUMPSTER. SOLID WASTE STORAGE AREAS SHOULD NOT BE LOCATED IN AREAS PRONE TO FLOODING OR PONDING AND SHOULD BE LOCATED AT LEAST 50 FT FROM STORM DRAINAGE SYSTEMS AND WATERWAYS. INSPECTION AND MAINTENANCE INSPECT AND VERIFY THAT ACTIVITY -BASED PRACTICES ARE IN PLACE PRIOR TO THE START OF CONSTRUCTION IN THAT AREA. INSPECT EACH PRACTICE WEEKLY TO VERIFY IMPLEMENTATION. INSPECT CONSTRUCTION WASTE COLLECTION AREA REGULARLY TO INSURE ALL WASTE MATERIALS ARE BEING DISPOSED OF PROPERLY. ARRANGE FOR REGULAR WASTE COLLECTION WITH A TRASH HAULING CONTRACTOR. CONCRETE AND MASONRY WASHOUT AREAS THE FOLLOWING STEPS WILL HELP REDUCE STORMWATER POLLUTION FROM CONCRETE AND MASONRY WASTES: DISCUSS THE CONCRETE MANAGEMENT TECHNIQUES DESCRIBED, SUCH AS HANDLING OF CONCRETE WASTE AND WASHOUT AREAS WITH THE READY -MIX CONCRETE SUPPLIER BEFORE ANY DELIVERIES ARE MADE. DISCUSS MASONRY WASTE MANAGEMENT TECHNIQUES WITH THE MASONRY CONTRACTORS FQR THE CONTROL OF CEMENT MIXER WASHOUT AREAS. INCORPORATE REQUIREMENTS FOR CONCRETE AND MASONRY WASTE MANAGEMENT INTO MATERIAL SUPPLIER AND SUBCONTRACTOR AGREEMENTS. STORE DRY AND LIQUID MATERIALS IN A COVERED AREA AWAY FROM DRAINAGE AREAS. PREVENT MASONRY SAND STOCKPILE FROM WASHING INTO STREETS, STORM DRAINAGE SYSTEMS, AND WATERWAYS. AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR MORTAR. PERFORM WASHOUT OF CONCRETE TRUCKS OFFSITE OR IN DESIGNATED AREAS ONLY. PERFORM MORTAR MIXER WASHOUT IN ONE DESIGNATED AREA FOR THE DURATION OF THE PROJECT. DO NOT WASH OUT CONCRETE TRUCKS OR MORTAR MIXERS INTO STORM DRAINS, OPEN DITCHES, STREETS, OR WATERWAYS. DO NOT ALLOW EXCESS CONCRETE OR MORTAR TO BE DUMPED ONSITE, EXCEPT IN DESIGNATED AREAS. FOR ONSITE WASHOUT AREAS: - LOCATE WASHOUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATERWAYS. -DO NOT ALLOW RUNOFF TO LEAVE THE DESIGNATED AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. -WASH OUT WASTES INTO THE TEMPORARY PIT WHERE THE CONCRETE CAN SET, BE BROKEN UP, AND BE DISPOSED OF PROPERLY. -AVOID CREATING UNNECESSARY RUNOFF BY DRAINING WATER FROM THE WASHOUT AREA INTO A BERMED, LEVEL AREA WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE AGGREGATE. -DO NOT WASH SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO THE STREET OR STORM DRAIN SYSTEM, COLLECT AND RETURN SWEEPINGS TO AGGREGATE BASE STOCKPILE OR DISPOSE OF PROPERLY. 0:1 200710704001200001cad \Engr\Cds1C402.dwg, 217/20081:01:38 PM, sfamy, 1:1 IMPLEMENTATION AND MAINTENANCE PROCEDURE PART 1 - EXECUTION 1.1 AT BEGINNING OF SITE WORK A. Prior to general stripping topsoil and excavating, install silt fence where indicated. B. Construct erosion control devices where indicated on drawings during rough grading as grading progresses. C. Topsoil must be present to ensure growth. D. Temporarily seed basin slopes, topsoil stockpiles, and areas disturbed by construction. 1. Seeding times and rates: a. May 15 to September 15; Annual Ryegrass at 40 lbs. /acre. b. August 15 to November 15; Rye (grain) or wheat at 2 bushels /acre. t 3 a 2. Fertilizer: Do not use phosphorous containing fertilizer (12- Dn 1 soil test show phosphorous deficinciy. Use phosphorous f (12- 0 -12). a. 0 v s seeded. b. Work fertilizer and lime into the soil to a depth of 2 -3 IN. 3. All Hydroseeding shall be in accordance with the preceding requirements. 4. Reseed as required until good stand of grass is achieved. 1.2 DURING CONSTRUCTION PERIOD A. Maintain basins, dikes, traps, stone filters, silt fences, etc. B. Inspect regularly especially after rainstorms. C. Repair or replace damaged or missing items. D. After rough grading, sow temporary grass cover over exposed earth areas not draining into a protected device. E. Construct inlets as soon as possible. 1. Install silt fence or straw bale barriers or 1/2" slotted barrel at each new inlet, as necessary to control erosion. F. Provide necessary swales and dikes to direct water towards a protected device. G. Do not disturb existing vegetation (grass and trees) outside limits of construction. H. Remove sediment from behind silt fences when sediment reaches one - fourth fabric height. I. Topsoil and fine grade slopes and swales, etc. Seed and mulch as soon as possible in areas as they become ready. 1.3 NEAR COMPLETION OF CONSTRUCTION A. Eliminate erosion control devices except inlet protection. B. Grade to finished or existing grades. C. Fine grade remaining earth areas disturbed by construction activities. D. Topsoil must be a minimum of 4" to ensure growth. F. Permanent seed: March 1 to May 15 and August 10 to October 15. (Dates may vary at discretion of Landscape Architect depending on weather conditions.) G. Soil Preparation. 1. Soil surface must be free of rocks, debris, and other foreign materials. 2. Soils must have proper moisture control to assure proper germination and growth. 3. Soil surface must be compacted to a depth of at least 6 inches. 4. Soil preparation depends on soil conditions at time of seeding. Various tools may be necessary to achieve surface finish. 5. Surface of soil shall be level and large voids eliminated to applying fertilizer, lime and seed. H. Applying fertilizer, lime and seed. 1. Work fertilizer and lime into soil to a depth of 2 - 3 inches. 2. Apply seed carefully and cover seed with 1/4 inch soil, apply seed carefully and avoid covering seed more than 1/4 inch. 3. Apply mulch at rate of 2 tons per acre following seeding. 4. Water as necessary to ensure adequate moisture for germination and growth. IIIIII ' `4 I III r I. Products 11111111111 I 1. Fertilizer: Do not use phosphorous containing fertilizer (12- 12 -12) unless soil test show phosphorous deficinciy. Use phosphorous free fertilizer (12- 0 -12). . . e. p a . aI n i being seeded. Soil test may be required to determine rate. 3. Swales /Slopes: Blended mixture of seed shall be applied at the rate of 110 pounds per Acre. The mix shall consist of 40 pounds Mustang turf -type Tall Fescue, 30 pounds Banff or Wabash Kentucky Bluegrass, 30 4. Graded areas adjacent to pavement: Blended mixture of seed shall be .applied at a rate of 90 pounds per acre. The mixture shall consist of 35 pounds Mustang turf-type Tall Fescue, 30 pounds Fiesta Perennial. 5. Apply mulch straw at rate of 2 tons per acres immediately after seeding. The straw must be evenly distributed loosely over the entire area. "Slabs" of straw must be redistributed or it will kill young seedlings. On large open areas the mulch must be secured to soil by a tack or mechanical means to prevent wind action on mulch. 1 2.1 MAINTENANCE A. Reseed all areas that don't take. B. Apply a maintenance fertilizer ( *) within 6 months of acquiring a good stand. C. Avoid traffic on area until area is well protected and stable. D. Water as necessary to ensure adequate growth and development. *Maintenance fertilizer - apply 200 lbs of 12 -12 -12 or equivalent (see note above about fertilizer products). ----- - - - - -- -- - -- -- - -- -- - -- - - - - -- - -- -- - -- --- Stabilization Practice: JAN. FEB. MAR APR. MAY JUN. JUL. AUG SEP OCT. NOV DEC ----- - - - - -- -- - -- -- - -- -- - -- - - - - -- - -- -- - --[I--- Permanent r//4//1_____J*/I/1C Seeding __ - ----- - - - - -- -- - -- __ - -- -- - -- - - - - -- - -- -- - -- --- Dormant Seeding IIIIIIIIIIIIIIIIIIIIIII Temporary // /I // / Seeding Sodding **-- // / I /f 9 ----------- ---- L I - -,-.-. I - I I - -- -- - -- -- ----.---- - - -- -- - -- -- Mulching A = KENTUCKY BLUEGRASS 40 Ibs /acre: CREEPING RED FESCUE 40 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 Ibs /acre. B = KENTUCKY BLUEGRASS 60 lbs /acre; CREEPING RED FESCUE 60 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 Ibs /acre. C = SPRING OATS 3 BUSHEL /ACRE. D =WHEAT OR RYE 2 BUSHEL /ACRE E = ANNUAL RYEGRASS 40 Ibs /acre. (1 Ib /1000 sq. 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. U C 0 Q. .c: U C CL 01) v 0 0 0 0 N 0 0 �- 0 O J i w >` x L W 0 U 0 N O 0 i (` 0 Q N 0 0 0 0 N �, O �.L X � c� o i U $°° 0 g° N ;� �� o .� 0 4- p N U -p O -a � v . f-- -� •3 0 � v �v oJL�. D REMOVED SWALE DETAIL - - r n f f K - ]� � "..- ) � �F 1. r _ rf z 1 ) � f t t `t 1 I! f -1 - 1 � 2. i 1 -tl � Y' 1 '� 1 1 y - 1 Z 7 h - J. 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", � �: � :. :. ..� � _ : .. .. �. �' .. .. - - .. . -; �. �. ..-.. � - .. � .. �.�. .. :. • - - - _ ...... •Mobile Phone: • .. - .. ... :. � - . .... " . .. - . - .. .... :. .. . ....... ...... .... ... .. " - ... , • ' . ..... .. .. . -�s y:;, : Vii', '..r•" .� •yt -'J 'r' - -�.. - ,.. . � t =r 1 -. - r ! -s w- - ! 1 i r ) r >: . 3 r ) i "� - r 1 > l %'r 't f� L r � _ � j � / f t yf A�Rl7 � � f ^v t c • ruts.,. ,�. .1: `..e; ) ]...,. ,.y. ) ":� ,.a.. :t;.. �.. -. -. '�?:'. *-�. `. .. �1` `f .., �.�_ ,T .F. - Ik. -. �.).::F.: a -�..e .. .- w'_..'. i-• - - - .. . . - - - . . - - . . .- ate of c1e in • . .. � .. _ - .. , : -. :.. . ; ' : :: � - ' � Next ins action should .be 3 months from this date for the .first year?.. - � • - : • � � � .. • . � � - � . .� . . _ . .... . ..:.... .: � .... � .:.. .� : .' � .. ... - ' ....... .. .., '.•� . ' .. _ -Dat �ofnextins ction:• � .� ' . • . • . .- . , .. � .. ... � - � .. TES:- .� . ... - • .... . -. -.. .. .. . �NO. " .. . - : - : � : � :: . •. � .•. � ' . .: ' • : � � . -. : � •. . ' ..... .. - . • . .. � . . ' _ ..... ' . :. . - . - . ' . . - . ' - - . ' . - : � : �.: �1.�Attach site Stan showing Aqua- Swig' .location.: • : • - : - : � • . • � - � � . :. .. . - �• •. .. - � ... _ . .. .. .. . • , . .. � :. ; ... :. .. - - .. .. : - � .. , - - s'o�s and t�det�number: � •:. - - 2.•Attach detati drawtn showin A � tea- SWir�':dfnt�n t 9 g Q - .. - .:: •. Floatabte debris present (YIN)? ' .. � . .. .. .. ... .. ... .. . . . . .. � .. � � ' : - :�� �•� � � • � • � � - � �.:� � � •• � = _ : ..� � � _ : .�� .- •�.: � - "- .:•- � • � � •: : - �: : �. .� :: � - : . . :�..::�3, tf.a:diversian structure is used,�attachad deiails showin E�asic design. and a {evations.:�� • �� � � .Oil• present (YIN)? • • . • � . " : •.- - .Oil depth.(inches):. � .• . � . _ .. _ . :. _ . . "/ y: 1 / i7a '.t' i .Irk • {�': ""i : -I r,� �'; += ■ _ . 4'� � /- T 1 y J . ./ _ -s'` - - i r }. �S' 'i Y:�f.�t .� ��L. ��tructurat ��n�r��ri �amm�en�s: .... _ _.. - - .. . � •: Ari structural dame e?` - . •• � - :." -. � " . .- '.Y �- � N -. - . Where ?. �� � .:..: - .� : .. . - :. _ :: :. - - _ .: _.. - .. ... - . , ., Any.evidence of structural wear?; " .. ..: ..Y. . � N : Where? .. .. .. .. .. :- .... .. - .. : _ :.. .: : -. • : � - - - .. ; : - . : :.. � .. � .. � • . • � •" -� .- '� :: ::Odors. present ? -- . � -. •� • . - .. .� .� .• :.. "" • "' :Y � �.. N - � Describe: .. - .. .. . .. " : : � • . .: - � .. .- : : • : .. - :. �.: • � � • 'Ari � � in ?" � "` � � - '• •Y . N . � � aescr_ ibe: • � � � � • � • _ "� � � � � � _ . � � :: � - . � -. - .:.. : -. � ::: - � : ; . • ' . :: - :. : ` - - _ • . .. rn+ - � � A ' � �•• � " :. - : ••' . � - . .- . _ - qua - Swirl. " O and M Manual' . � � ' . - . ' . . " �- . Aqua•Swlri O and M Wlanual . � • " . � . � .. ... - . .. .. . -. .. .. . _ •. .. ." - .Page 3'.. •.. _- . .. � -. ." .�. .. .. . - . Page . ' - :.� .� -� -• " � .� . � '� " . �.. - :: ' ...: ' .. - . • .. - .. " - _- - : •.: ,: .� . - ' � . • . ... ' .. .: .. . • _ .. � .- :: - :: . ' • .:: � - Uc�- SW11'l •� -. �: :.� :: � .� :: � -.. � .: -� ' .� � - �" :� � : �. . .. - � � ..� .. .: � STORM SEWER � .� .:.. . TA�ULAf� �V'tA1NTENANCE,S.GH�DU.L� � .. �. - :.: � GRATE 0 °O p� DANDY SACK - ... . - � � .:. • -..= �_ -- Qate Construction Started:. �..:. - . - � -.� � � � - � ". ° °oo °000 LEFT ° - . - . - �.. " : .. - :. .. .. .. • .::. _ :: ' .. .. �° STRAPS :: � � -1 � :Date :Construction Ended:. _..a.:.•- �" �" : _ :_ . .: - . � '• '� :. • - � " ::: � - ".. .: •- REINFORCED � ... .... .. � . " . .. . - _ .. .: CORNERS OPTIONAL _• �h~^ .r _ `i . .�� - ";1 _ 'r !_ - - •! �'r. �- _ :S 1 Z 1 ' .. `t - 1. t S 1- :� -- �:= ut�:1 :�cstis#�u _ _ r�� _ �_ t, - OiiERFLOW . ' .. : -. - . :.. � • ' .. � _ .. - . _ ; :., • .. � ; "• •- - • _• -:Months � .. .. .. .. � .. : _ PORTS _ .. . ::. Acttvlty �' • • :. ; - .. � :.:.:.. :. �1 : � :: 2 . . •. •: � : .. - - a . " . •. 5- ::... �6" :: � ..7 - :. .: 8 �. .. 9 -. • :.:10 . �, T1 ... ' :12 ...• ®�: - • = • � � � : � � � nd Ciean�as Needed :. :. :: � . .X : � : X .. . ,- : ... - X : .. . • Inspect a ..... - • . - ... ... . ' ... .. ..:.. � X.. - �� /� r��r t%/ �: � � • .(nspect-Bypass�Structures.•. • _ • � : �.:: . � � . � �• �. X - :. X ::. -• � MANAGEABLE �� {�` �;�y�� ?.���;. < <�� � : :: .: - . .: .: �:. .:.: .. . ..... • -(if applicable) and .Maintain �:.. .• .. � - ... • . - ... . � - . � . .. .. : � : - ".: " � " ' . . 2 FOOT �xY�� t. ��, �� , - - .. .." ..... ... ,. ... .. -- '• - � .. .. � A5 Needed - - ... - .. � . .... • .. � : : .. .. ...:. _ . .. : -.- : � - . ' : CONTAINMENT �- � ��� .>h,� �/ ;��t �� . . � . �' " � Ctean� System* . - : :� - : .. •. ::. .: - .. . - : � . . : - � • .. X* AREA '��� �X �t : ' - � : "''.?h•e AquaSwiri�``': sfiould be: cleaned. once a year regardless of whether it has reached full•polutant: . ' ' � '� � � a DUMPING . .� :� : • storage �cspac�y:.In �eddition; -the system should be :cleaned at the'end of construction regardless . � � � � � � �. • � � • � - " � STRAPS .: � ' � :. of �nrhettier it hes�reach fiul! ollutarit:stora e,ca aci :. . �� . . . • K _ , ' •k.-` ...c^.. F•. -•`-cam ;Ki -�.. ..t. r:. T r C:.) "_ -1: '1 1 - ,y. _ �. 1 'r 4 � ^/ �t : 1 "-~Y +t. y:: 'f _ � 4 . '�. �. .M-4 -'" - S' � : i' ' .,� t- :�F . •�. 5 t � 1 � \A / - �::` S TORM _ . � : � -� /- - � .r. h• -) ,s -.. -t� :�'Ga:•.. . e,. !_. - -.. ;r' :.il�!� ".'vt. ::.:'reY:.�:LiYC...I...r -- .e:r '.� ". -...� �.' . -.. •.� - '.�.... .• �. ...Month ... .. - .. INLET - � : ' : : '- .• :.. ::... ".: ', :..•ACt(vlty`..�. �� � �3 :._ ..4- " . � . - 5� ..- ... 6 ....7 _ 8 ' - . ,' .8.. 10 . � 11 . -12 ... :. ,'_ • .- _ �.: •Inspect and Clean •as Needed : - : � �. - - -� . : • : '• �= � • • � - : X � - .. " •.....- � • .. X.. �. - • .• . ::: � .: . X ; .: - X - _ . . �. • - : :: :Eris act. � ass Structures • ::: : � .: " . � . -. .: �.:: � X : ' . • ,- : �..: - . ..:.:. � � • � : � �• � � ..: •: • ' � .:. : X � � " .. .:: X. ' : - .• j�t`appiicabte} and Maintain - • . • • � • " � " : - " • - " . � .. - . ... - . .. � .. � ' . � =� - .As Needed- � : - :.- .. : _ ... • . :: .: .. ..: -. � � � � Gtean ��� `stem* . � . •. -.. -• . �. � : • • : . �. • :: •. - - - : � �. � - • . �. � : • • : �. -.:: ..: - � : :. : � ' : � •. � � � X* ' • ' • .� � ". Tti� AquaSivirlT"' should b�e• cleaned: once a year :regardless of whether it�tias :reached. full_ pollutant � - � � • .: � . , • - - . - -- . - ...:stocage.capacity: -; .... . � - ., • .. �' :... :. .. - � : � ... �+� w>> .... -�i - _� - -j . A .y T �'t".. l 5 .ti _- -i.� 7 - ':F' - _ - t, _ ' =fir' �. •i r �] - M p � .%r:. - j Y ' i c� H�j t�i�■ a . ' <:. :)��'�.�a,iV'•���a X11 YY� . /. , z'^•^ fr. .. f - _ < - - �.T 1, �l h., >!.� .a .w ,. .. ..� ,,.. •. .. -•.: - h. � r. 1• :5..::v(... �:/ :1 -1 �v�:i� -.♦.. .\.. ... ...k, �.?+l: �i.>,... 't .. _ a,.. � -.� _ .. -.... _' +'r ^. ,,.i.n: .. sr.: �?t ,sr�.....a... - - •_ - - 1`` t � �. ....: /.r.a- - .. :. .. � • . ' Month" .. ' .. .. - . -. - .. _ '.:.-Activity � ._ : •• :.� • . � - ..: �. • � : �• :1: �.: • : �2 � - .: - : 3 : � •:: 4 � : � � .:.5:.� ; � � - 6 :. • :' - � � 7 •.: : � 8 : - . �9 �.: � : .10 •. � 11 •. � : 't 2 •....Inspect -and Clean.as�Needed* . " .�_ .. � :: � .. :: ....� : X � .� .:' ...� : � . � � .:. - X �- � : � Inspect;Bypass�Structures* � : ; - • •. • � : : � � " " :: : ' � .:. .:. . � � ' � � �: X.: � ..� ::.. �:. :.; _ � • : � _ • � - X - � -. • . � : -•(if appticatile },arid- Maintain. - - � � �� � ' : • � � � ' . � �- ' � : ' - - � • • �� �- :: : " � ' - � - �.-• � � � - _ . . - • - : , :: • : As" Needed.. �:: • " .. :: :. .: :.: �. :� . .. � � - • : � : , : Ctean Sysxem* , -. ::. � :.' ..:. - . ... .... :. : ... . . .. ..... . .. . • _ . , :....• . X.. �.....: _ . ' - .. . _ . • • � .- : • • -. � � : � - : �. :..� • - - :. � � : :.: • : •. - : � • : �. � :. • . -. � .• : � • -. : :.:• . _ � � X . . � � " � � �. NOTE: THE DANDY SACKS WiLL BE MANUFACTURED IN THE U.S.A. FROM A -WOVEN . � .� .� . . .. ... . .• .. _ • -• •� �'If- the�AquaSlHirf� did riot• -reach full sediment_ orfloatable polutant capaciiy.in the first Year Post- Consirucflon,- : � - � � . � � � � . � =. . � � � � .- � MONOFILAMENT FABRIC. " - � � •ttie sy_s�em.can be iitspected:every six�rnonttis_and cleaned once annually :, �.: " ," � :: � ; � : :: •� �• ; � � � : • : •• .� - �.: � • : .. • � : •- - : � - : ••Ifthe'Aquebl�rir�: reach: ed- �ult[sed�ment or .float�.ble:pawta_nt•caRa�ty.in tesstf�an- -�2.mont�s�in the��irstYear� :.�.� : �:: � . � . • - . : INSTALL.ATION AND MAINTENANCE GUIDELINES _�.� - _ _ ._ _ _ • �- � � � • e. � em sh t be�lns acted •as fte entl asp ast�hlst warrsnts� �once.eve• six months minimum) � - Construction, th syst. ou � - p .. - .qu .. Y _ P ... aY . _.. .. t ..- :. .ry'- :: ' . :: •.. � � •. � . - " �" � � � { _ -. INS TALLAT101`J: REMOVE THE GRATE FROM THE CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; • ..Post - .:. - 1 re � ar less of whether it :. . .... ... .. . � end.clearied as needed: The AguaS+wi� should be cteaned�ennua ly , g d . _ - - • ^ .� � • � - � � - • diment or floatabie• Mutant ca -aci . �Externat b ass- structures; if eserit; �shouid be inspected whenever the - - � rescues its se po p . YR. . Pr. : � . - . •. PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT .hr . ., :: -, .. � -� �. �A� aSwiriTM' is_inspected andmaintained.as needed. • • . � :.- •- :.:.: ' •. • :.: - :. •. � :. � - ' • � ::" � " � � . ::. " � "• . , • � � � _ - � " . � � OF THE WAY AND PLACE THE GRATE INTO THE DANDY SACK SO THAT THE GRATE iS BELOW THE TOP • - � • � •� � � • - � � � � �- � � • � • •� - - - � •" - � • � " • � • � . :.:. ; : .: - � : : �: -. � �- :.• = �� � � • • �• : • :: .. - ... . , . - . - ... , .... - .. '... - ' .. .. ' ..... .. . " .... '•, : • . STRAPS AN D ABOVE THE LOWER STRAPS HOLDING THE LIFTING DEVI CES, INSERT THE GRATE INTO -....: ':. '... ;... ..:::. :. :... __ . -_:,: .. ..._..:.. ... _• -• .....• .�-.:.� �' � ".�..� � � �. : THE INLET. .. . . .• . . .� .� .�. �.- - � � • � � - . � - " � .. - .. � MAINTEN ANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER : , .:: � � :.� .:. - �. : � � . � :.� . .- � ... :.: . � : - • = :: - �� ::: " : • � � :.... :: :... .. :.. :: � • - ' - .. � � - � EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK AT THE •. � - •' • • -• � -. � " � • " � � � � � - - � • � � _ � • � , • - � � � .. � " : � . � � � . , � �. � - � �" � " . � _: � . - � INSERT. IF THE CONTAINMENT AREA IS MORE THAN �3 FULL OF SEDIMENT, THE UNIT MUST BE " � : �• -• � � � . � .• � � . � .• : - , � - . • . .. � - _ :• �.: . � :. � Aqua= Sln�tri�O and•M Manual:.: � - -' . : • :.' : • : � : : � :. .,• EMPTIED` TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET BY USING THE LIFTING STRAPS AND _ . :...: , ... � ... •- . - .• .: ; . . , . : ' :: - . -. :. ..: ; . � : - ' _ Page: 5_:: : •- • ' ' - _ : .. - .: � : ; - • � : - � : • � :� REMOVE THE GRATE. IF USING OPTIONAL O!L ABSORBENTS; REPLACE ABSORBENT WHEN NEAR - _•.' ..••:•_ ... •. .�..�� ::....._.•. •.. ... ;._ ` -._ .. : �. -. .• �. SATURATION. ." . .: .. ' . .. - .. _ .. .. - ... - ... � _ - .... ' : .. . • .. � � : CONTAT: 708 -867 -8446 - .. .. i�v�c i rn� i C� i lulu DANDY SACK EC-36 NO SCALE ID\ SIGN TO INDICATE THE LOCAI�ION OF THE CONCRETE WASHOUT AREA GROUND BERh4 AROUND PERIMETER SURFACE 12» MIN. 12" MIN. : -� � I�""i -,�,/ ,, , ,.. / ��/ � / / ,� ,,- 2' MIN ANKMENT COMPACTED EMB M T RIAL TYP. AE I 15x15 IN. M OR Y YL NE 10 MIL POL ETH E AS RE UIRED TO CONTAIN Q SHEETING WASTE CONCRETE 3:1 OR FLATTER SiDE SLOPES OTE: 1. CONCRETE WASHOUT AREA SHALL BE INSTA I R S LLED PR OR TO ANY CONC ETE PLACEMENT ON ITE 2. SIGNS SHALL. BE PLACED AT TFIE CO�JSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE TO C LY INUICA AS NECESSARY LEAR TE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY 1 TO MAINTAIN CAPACITY FOR WASTE CONCRETE. D OF CON UCTION ALL F 4. AT THE EN STR CO�JCRETE SHA B EMO D DISPOSED 0 LL E R VED FROM THE SITE AN AT AN APPROVED WASTE SiTE. 5. WHEN THE CONCRETE YrASNOUT AREA I� REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. STORM GRATE REINF COR MAC I cor CONCRETE WASHOUT AREA DETAIL NO SCALE /�MMn. DANDY CURB SACK' URB LTER OPTIONAL ouTFLOw PORTS �iPING RAPS NOTE: THE DANDY CURB SACKT� WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN MONOFiLAMENT FABRIC. INSTALLATION ARID MAINTENANCE GUIDELINES INSTALLATION: REMOVE THE GRATE FROM THE CATCH BASIN IF USING OPTIONAL OiL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE. ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY CURB SACK SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAK SURE THE CYLINDRICAL PORTION IS UP AGAINST THE CURB OPENING TP PREVENT SILT AND DEBRIS FROM ENTERING THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT ��ND AT REGULAR INTERVALS, LOOK AT THE INSERT. lF THE CONTAINMENT AREA iS MORE THAN �3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED, TO EMPTY UNIT, LiFT THE UNIT OUT OF THE INLET BY USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR sATURa-r�oN. CONTAT: 708 - 867 -8446 NO SCALE CURB INLET PROTEC110N DANDY CURB SACK STEP 1: EXCAVATE A 6° X 4" DEEP TRENCH ..,,._ _. . -- - f a ...�+.. r �' r.�' .. ./l " ` f r � � � � x mss,. CS �j:i �t t ,�+ S, .rte ,✓- .= i E' �- sit �;•i1 .� � ='�� �• i ;d /i .,'�� ter--- a /,,'��/ `�:-.�`, ;�. `.. . 4� (10cm)� 6" STEP 3: 6' c -c f �� " '! , . / f. �. `1 ' \. r� '� �' �� `{ r' / �� � i •J J r � ..%� •' \ i � � t I / r.. •/ V -' ✓ r r�)r 'f ,~t �� 'r Y - /J, /! � ' i� r .:' � r r r . / /�! / f r t r � r `r Y i 's `,<' y i; � \. ,7 r - �� y i r '� - .�� / ` � � �`.� r `/ r Y•- X •'�Cr r� % i r /�, a �,. � i r �' ,� `,' � Y / r� � -. '� ti �. �,: - r �. , ''. �. / '. \ r �. / •. l err � �. % ,. �. �. . % r `� � f . %� T ,r / J r r r,' r !�. rr / �. i 1 : �. � / ,�, : - � � ! •Y Y x / r' `� �� � \ � � • % f '. r• � %. .�� ,� _ _ �. �- :.� ,. x �-� _ � �� ,� Jl ..�- �-' .�-- -- fs'i�� f -` - \ r r` l -,, •� � ,.. , BACKFILL AI`JD �- ,.- `� COMPACT SOIL. - '- =. � `�� -'•\ ` '.�;� 'l'� r � STEP 2: 0: 1200710704001200001cad1Engr1Cds1C403 .dwg, 2/1/2008 9:38:07 AM, siamy, 1:1 FASTEN FABRIC TO STAKES AND BURY 2° X 2° BOTTOM 8" INTO THE TRENCH STAKES NON -WOVEN HEAVY -_ I-I � DUTY FABRIC .. , .,� ..� ,, y, . , , � , yam,.. s -` �' I' ' ,' .�- _._ - ..-- it � -�y•- � f jam, / .-- �,,`- .,,.,. --- ,,r -�.� .,,... .. �� r ,r DRIVE STAKES iN TRENCH �' � "� TO ATTATCH SILT FENCE STEP 4: PLAN . -�� �jti » » "Y x STAK 2 2 E SiLT FENCE �E �,. .. /r �� � ; 1 ,x , �! ; COMP ACTED SOIL r �_ � c {�1 :,� , �-�' FLOW ---- -- � .� I _ �•- ; _ �s ,- i �� }_ I •.--�! I� �� _ J l ` + /" . ._.... � �X � � �� � - , --f ..-� � I i _ t _I 1 F ! , ! """ i 1-�- i �} � _� �� - - =i{ {I {�.�.. - I -. } j -..� � / _., I : I t � --- f % - wll ;�;l� I f����l��_�iI_ ,_. 1 ,�� _ � � . f 1,41 SECTION ''= � � i� MAINTENANCE 1. INSPECT THE SILT FENCE PER {ODiCALLY AND AFTER EACH STORM EVENT. S TO D COMPOSE OR IN ANY WAY BECOMES INEFFECTIVE REPLACE THE 2. IF FENCE FABRIC TEARS, START E , I T LY. AFFECTED PORTION IMMED A E 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. S EN S A ILIZED REMOVE T E E N A INAG AREA HA BE T B H E CE ND SEDIMENT CONTRIBUTING DRA E 5. AFTER THE , DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE BARRIER INSTALLATION N 0 SCALE FlLTER FABRIC WIRED TO BASKET i YARD CASTING ,�4 GAGE W'iRE GRASS SECURE BASKET TO CASTING WtiN � 10 WiRE - ,. �, ___r._�..�..�- -. , F �.- � �, - -r � • • - �� � �- . , • .p ' .. _. SILT PROTECTION FOR DITCH GRATE � w ,. _ ; ; :.�___. < <...�__�� ���:� ; ; - N . (NEENAH R 4342) CASTI GS l,�AINTE�JA�JCE 1. IPJSPECT THE S7�RUCTURE AFTER EACH STORM EVENT. 2. REMOVE ACCUMULATED SEDIMENT AND MAKE NEEDED REPAIRS IMMEDIATELY. 3. WHEN THE CONTRIBUTiPJG DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION 14+�ATERiAL AND SEDIMENT AND STABILIZE. !`EL ®E� �E INLE'i" P���E��oN �:C"t N 0 SCALE . �: %; -•';1 .:r �f;.0 ,r, <; ;aQ.�. O - ?p, �n Q- �- °' `=� `so O � • �y a> t� �a�f `` � • � � v 1 [, J ' li ? C: -� • a Q n U '� p 17 • c' a J •i . �4 yr; •• % y ✓ a C. 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O• ha �•.• OQ nJ �'''n.l�• t7. coo• „ C7 c. p• .!' >•v`1 Q ° °�?. s: �aJ �; N +�•s, � �� yv; n4a ",o'�, � 7'J s C•• �`'r -t °mot � C° CT!` o'''rt° Qo`� ;�o° � =� °U. �o�Q �i� "L�4a y U. o._, C7 ., 'gyp .'�.•cr.?•o0 O•<. .t'�.r�,.��c +�'�OU�a a �S V�'�• ,�c �� °� �. v� �"�.�rS ac.�� a Q�' ca - ��••o�to °U. a� on 7��'`�`;� pw y• �je ��� o �U -r. n��:v"QO �a a✓pa ,���h�yV Qu`c�pr,jY� ��'1> G� °Ire S' rf �• ^U ^.a•U oole,o3 � q� -Cis 6,a GGG� n0 -es� �o,o$q_ .1� � � • z. � : �.�t�' - c'• A •'} i7 • es° .C'o .� • OJ �o oU � �� +1 ifl � +. Y «, oq - c,a Ouo7 -•R ,p 4. -P.�. r��- ,�, °•Jo <, �-� o�trc 4�Q c < <r ,, :'?co C7 °ra:� u�.aO C].a.U¢c O 7, Z7• V:G c'r�I G•uU Q••�h•y•Ci cs•4�a �b�•� O.�y�pOq•O.O C.'•p0� h L O . C J `� •' P �j � �' (! . t Gt . n 9 • p ° • U V •Q • O a.!` G' p • �• C C' �• 0 0. o' -'� O ^_O ooty� pa? q• °q• p0 Q•Q. � ♦ �.• -L� r � o b 's a , J 2s 0 U � � n. O J O f o -� 0 • ;� • p :►. G a �� � �• 4.0 1_.a�•[7 -n «300 � °O• O C6 • SP 1t��t d' L • v� U. na Q. qC'r Q :ti:,?•gp ��• O R0 s �i+ �e o a a • � a ar • '°� ct' ° o o'' , o • a °ar p � 2'' ' • • O �-0 t . Ot 4��. s+ tl��ift N y. , ♦ .y. . �, o CONTRACTOR TO INSTALL GEOTEXTIL.E FABRIC UNDER STONE TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) MAIPJTE�IANCE 1. INSPECT EKi�RANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOPDRESS WiTH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR S�NEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER iS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. TEMPORARY CONSTRUC110N EMRANCE -3� NO SCALE LS n pn 'n 3 O O0 0 O N O C) C N O CD _ 0 W O O i m (� Lv 3 � x /- p / to Q' W w / G / / v D � O V O /° O p ►- p O vp � W N / p � � O 0 O O CD ojoN 6 O N o o o 0 ooCC::)) °C-4°000 Q O N °Q� CS 0 0 0 LO U i C.3 C) ° O N ° - O O C3 N U � CL tm •� O D O O Li {I €� EX. STRUCTURE I� 4 i INLET TYPE A f TOR = 892.80 � I I I , p-^• IN -= 887.90 L�f -12" RCP 0.305/o f N' \ EX. STRUCTU �• MANHOLE `^ TOR 893.97 �- INV -� 887.85 ��.�►���\ � ���� ,'�_ ,,� `� /Jr; ti` � J IL i 0 v r , tt IL t E� ��-� � g2•p1 1 t i l 1 !/ j{ 2 j !I i� �I } iS S i t{ xf L � It � II� 1 9 �L 2 C)�,3 /• ° max. of NEEale � D��• � e / ��' � � �. �f � � f � A ' / / rr � e 4 - - - - - - - V, .. W V Y v V V 6" HDPE TO DOWNSPOUT (REFER TO ARCHITECTURAL PLANS FOR CONNECTIONS) 8 PRIMARY ELECTRIC LINE AND CONDUIT SHALL BE EXTENDED TO TRANSFORMER BY ELECTRIC COMPANY. 9 \`1 r� REFER TO ELECTRICAL PLANS FOR ELECTRICAL CONTINUATION FROM TRANSFORMER INTO THE PROPOSED BUILDING. yy , „ ` r � 9 �L 2 C)�,3 /• ° max. of NEEale � D��• � e / ��' � � �. �f � � f � A ' / / rr � e 4 - - - - - - - V, .. W V Y v V V 6" HDPE TO DOWNSPOUT (REFER TO ARCHITECTURAL PLANS FOR CONNECTIONS) 8 PRIMARY ELECTRIC LINE AND CONDUIT SHALL BE EXTENDED TO TRANSFORMER BY ELECTRIC COMPANY. 9 \`1 10 REFER TO ELECTRICAL PLANS FOR ELECTRICAL CONTINUATION FROM TRANSFORMER INTO THE PROPOSED BUILDING. „ \ � v\�\ .0000 it M. -rS... .wJi.R w. \I• 1 \� I 4 �A� -Air \ V. CD IL lot Co i !r, _ f i('% 8 9a^�# P 1,� l• yi.•�' low, } ! F 4 t 1 �I i` 1 �f i' J� r �:f�> 1 J 1 t � t \ 't r, r 116 k i It �� ` '• ..`. ``� t r` ''� 0 1 , � 'A IN .00a , It \ IN , \ 1i 'IN I-A5 ` G ' i \ i IN 893.58 'W .9 ` 889.10 D \ \ \ IV1 l - � 1 ;00' _ Nk 1 . k f� N 4 , `� Sy ` ti i Ll Nk l .t y v L, a ,Y Yt \ , C;.'11UCt1UIC400UO0001c ad\Eilu 1CdskCSUl.dwQ. W12008 1.16-- PM, starny, UTLlrY PLAN LEGEND PPOPOSED coNstAUCTaN SANITARY SEWER SANITARY CLEANOUT co SANITARY LATERAL SANITARY MANHOLE SANITARY LINE S SANITARY STRUCTURE NUMBER C50 SANITARY CASTING ELEVATION TC 715.50 EASEMENT LINE SANITARY SEWER EASEMENT S.S.E. SANITARY SEWER, DRAINAGE S.S.,D.& U.E. & UTILITY EASEMENT STORM SEWER CURB WITH SUBSURFACE DR,41N (SSD) CURB INLETS STORM SEWER INLETS � STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER J STORM SEWER INVERT ELEVATION IE: 715.50 TOP OF CASTING ELEVATION TC: 715.50 SW g W SSD @ 0.70% SWALE WITH SUBSURFACE DRAIN (SSD) WATER WATER LINE ---4'V 4 "W 4 "W — WATER VALVE 1>4 PROPOSED FIRE HYDRANT 40* PROPOSED 90' ELBOW 67 .rq PROPOSED REDUCER C3 ELECTRC OVERHEAD ELECTRIC E E BURIED ELECTRIC BEC BEC ELECTRIC MANHOLE O TRANSFORMER EA GAS 1 CABLE / TELEPF{ONE GAS UNE G G BURIED TELEPHONE LINE - BTC BTC BTC - GAS METER GM Larry PLAN NOTES 1. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE, 2. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 54 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 3. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 4. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256 -3, PRODUCT STANDARD 22 -70, OR ASTM D 2441. 5. SEE SHEET C502 -0503 FOR STORM SEWER DETAILS. 6. SEE SHEET C502 -0503 FOR SANITARY SEWER DETAILS. 7. SEE SHEET C502 -0503 FOR ALL OTHER UTILITY DETAILS. 8. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN STATE STANDARDS" AND LOCAL CODES. 9. TOP OF CASTING (TC) TC SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE, WHEN A STRUCTURE IS NOT A CURB INLET. TC SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. 10. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 11. ALL SANITARY SEWER LATERALS ARE TO BE CONSTRUCTED WITH 6" SDR -35 PVC. KEYNOTE DESCU Ol CORE DRILL EXISTING STRUCTURE. 2 TIE PROPOSED 6" LATERAL INTO EXISTING 6" SANITARY STUB -OUT. BORE AND INSTALL CASING PIPE FOR 4" WATER LINE 3 TE NE U PTO EXISTING 8 " LINE ACCORDING TO THE CITY OF CARMEL WATER DEPARTMENT SPECIFICATIONS. 4 20 LF 6" DUAL WALL HDPE @ 0.50% 5 GAS SERVICE TO BE SIZED AND INSTALLED BY GAS COMPANY 2 -2" PVC SCHEDULE 40 CONDUITS FOR CABLE TV AND COMMUNICATION LINES - < > 7 - - - - - - - V, .. W V Y v V V 6" HDPE TO DOWNSPOUT (REFER TO ARCHITECTURAL PLANS FOR CONNECTIONS) 8 PRIMARY ELECTRIC LINE AND CONDUIT SHALL BE EXTENDED TO TRANSFORMER BY ELECTRIC COMPANY. 9 PROPOSED ELECTRIC TRANSFORMER LOCATION 10 REFER TO ELECTRICAL PLANS FOR ELECTRICAL CONTINUATION FROM TRANSFORMER INTO THE PROPOSED BUILDING. C a v 1 C a 0 i 8 c/ o d c U N O v � N N C 0 •N .Y •� a r w W �z V . Z w Z O O Q Q ~ z LLJ O w LU CL z M Z Z w w U � z > � LLJ _] N 1 0- N W =moo z 0 5; z z N Q o 00 -0000 a O A LO Q q •N QQco.� 0Z QQ% Q r- .a M Q U < z x-@ C/) - L¢L Q a) Q .� �0 U � a_ 04 Q� .— Z. 04 �QCO w Q Z M n C W t s i .Q Q U CID U LO C:) � �o rn t t w L0 y 1 Q w Qo r4') u a. 0 z • • N O X O Z LE W 83 }C t J W c _o +k .��' ; ca RTIF BY: • • • ' • ,' Is N �� ; •'G1STFq ••• �i CJ PE10504920 _ Ar STATE OF ;� C s�4NAl- ������� Date COVERING UTILITY PLAN DESIGN "HOLEY WLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1-800-382-5544' CALL TOLL. FREE 1-800- 428 -5200 FOR CALLS WTSDE OF INDIANA Drawn By: E POPS Checked By: C. P.E Quality Assurance: i K. C=IIK P.E Scale: 0 Scale: 1" = 20' L Sheet C501. I Date M_ 10_08 V 1 Project Number 0070400 -20000 3 0 0 O O N O 0 0 r- X Q� C W 0 U O O 0 0 i 0 0 0 0 i r` O 0 0 O 0 N O 0 r` X P i co O 0 O pN O an o � O L3 C, N O O a3 c°vv.° o a� '2 � 3 O J o -9 if CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, bulldings, etc,, shall connect to the Distrid'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 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 W 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 made 24 tours 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 Engineer) 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 CLEAN OUTS 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 S 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 (sic 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 Districts 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 bui{dincfoundation walls. 11. Additional information on District standards and specifications may be obtained 6'm the Districts office dun ' n business Hess hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at ht1o://www.ctrwd. Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 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 aagaesolid 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 14300-382-5544,48 hours prior to digging-. La sera I- rev.03-01 -07Th 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 crosssection thickness (which shall include "No. 53" stone depth). If more stringent backfill requirements are set out per city, town, county, or District specifications those standards shall be followed. Trench opening within 5 -feet of the back of the 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 asbuilts 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 asbuilt prints must be received by the Engineer before the final contract payment can be authorized. Asbuilts 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 Districts 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 downstream 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 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 all 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 15. Bedding for flexible pipe and rigid pipe shall be No. 8 crushed stone from 6- inches below to 12- inches above the pipe. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 5' MIN. VARIES EXISTING GRADE -\ PROPOSED EDGE - OF PAVEMENT N � 20' X 60" NOTE: SAFETY BOX THE CONTRACTOR SHALL BE AWARE THAT IF THE TOP OF THE TRENCH IS WITHIN 5 FEET (5') OF THE PROPOSED FUTURE BACK OF CURB THAT GRANULAR BACKFILL SHALL BE PLACED IN THE 11 » � 0 EXCAVATION AND COMPACTED PER INDOT SPECIFICATIONS FOR SUCH AREAS. THIS DISTANCE WILL BE CHECKED AT RANDOM INTERVALS DURING THE CONSTRUCTION. C) TRENCH DETAIL WITH SAFETY BOX SA -34 NO SCALE TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED 3/1/2007 1. Standard specifications of Clay Township Regional Waste District (the District) and Department of Transportation ( INDOT) shall apply for all work and materials. Sanitary sewer pipe shall be installed in accordance with Section 715 of the current INDOT standard specifications handbook. 2. Sanitary sewer gravity pipe, unless pressure rated pipe required per IAC or directional drilled pipe, shall be Polyvinyl Chloride (PVC) in accordance with ASTM D3034 -89 with a minimum wall thickness designation of SDR 35 and installed per ASTM D2321 -89 specification. PVC pipe used shall be grooved bell, spigot end, and gasketed. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sanitary sewer gravity fittings shall also conform to the requirements of the ASTM D3034 -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 F477 specification. 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C478 and Section 720 of the current INDOT standard specifications handbook. O -rings shall conform to C443. Double row of Kent Seal or equivalent shall also 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 C 1244 -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 manufacturers' 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: 16. Water line, utility, and legal drain crossings and separations shall be in accordance with the more stringent of the two: 327 IAC 3 -6 -9 or the Districts standard drawings. 17. The 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 on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R -1772 or East Jordan 1022Z1GS) and be self - sealing type. The castingflange shall be 34 inches and the clear opening shall be min. 20 -13116 inches. Watertight castings shall be bolt - down East Jordan 1022ZIPT 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 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 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. D 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. 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 with plastic wrap 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. 6. The manhole chimneys, including all riser rings shall be sealed using flex rib internal chimney seal manufactured by Cretex, NPC, or a District approved equal. The flex rib internal chimney seal shall extend from a minimum of 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. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psi DROP FOR SIZE AND LENGTH OF PIPE INDICATED (testing pressure after stabilization no less than 4.0 psi and no more than 8.0 psi) 0: 120071070400 1200001cad1Engr1Cds1C502.dwg, 2172008 9:53:44 AM, sfamy, 1:1 STANDARD NOTE: System shall be designed for the following capacities: Swirl Treatment Flow: 1.1 cis Swirl Sediment Storage: 10 ft3 Swirl Oil /Debris Storage: 37 gal. * Please see accompanied Aqua -Swirl specification notes. See Site Plan for actual system orientation. Manhole Frame and Rim elevations to match finished Cover by Manufacturer. 32" OD grade. HDPE risers can be field (See Detail) cut by Contractor. 12 3/4" OD MAX _F_ Octagonal Base Pla 111■ - -- ��� - - -- Pipe coupling by Contractor. 12" long Stub-out by Manufacturer. Swirl Inlet/Ou 60" 38" Bollards shall be placed around access riser(s) in non - traffic areas to prevent inadvertent loading by maintenance vehides. cow j� Badd9 fd etsd at " G= try 3s tea aurae from u � Shc . Shc 9+ cavWxatar ad for me . . . . - nortm"tan1-srrt -�k • .••.C�fcatralar (krddrg riser) 'a "' r _ d. • �' j'. •. ,.� 1/2' � '� 1 j1' •� •t f; j uds9lbe0 soft (5� Pai Varies OF 4211- Arched Baffles ' 'Gravel Baddill 12" 'Bedding f ;= } =..Undisturbed Soil-.-' Pipe Diameter In. -- _'Gr&pj BadMa: r Length for Minimum Time, ft =(i2vCi Ham } p6m Sma9 amount or - AS -2 CFD 702 100 ft 150 ft 200 ft 250 ft concrete W support and reM rrixt"e• name Do 350 ft 400 ft 450 ft 4 3:46 597 0.380 L NOT allow manhole frame 3:46 3:46 3:46 3:46 3:46 W rat upon HDPE rLser. 3:46 6 5:40 Manhole Frame & Cover Detail 0.854 L 5:40 AuaS held - � y - ; -t_ - ,, -_-- -, -_ - ��.����,`� -� ���. - For Non-Traffic Areas On nlTS 5:40 5:40 Section A -A 1 K.,�� f .-. �c Vi _ i' G, _ ` ") �� - �! �u.:.�.s, ;L_- 'A:t�i g l w'' R..d ".bt�af ; Concentrator ; s'� a y�g AS-2 : -9i i 3 au��ci.r s Standard Detail ..h. a w �- �- .r S _r t 7:34 7:34 �F 8:52 Pipe Diameter In. Minimum Time, min:s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min:s BMP STRUCTURE - AS -2 CFD 702 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:46 597 0.380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 398 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 9:26 239 2.374 L 9:26 9:26 9:26 9:53 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 15 14:10 159 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.692 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 19:50 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 99 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:57 129:48 30 28:20 80 21.366 L 35:37 53:25 71:13 89:02 106:50 124:38 142:26 160:15 33 31:10 72 25.852 L 43:05 64:38 86:10 107:43 129:16 150:43 172:21 193:53 36 34:00 86 30.768 L 51:17 76:55 1 102:34 128:12 153:50 1 179:29 205:07 230:46 STRUCTURE DATA TABLE STR. NUMBER STRUCTURE TYPE CASTING * STR. NOTES 701 BMP STRUCTURE - AS -2 CFD 702 TYPE "A" INLET CT- 4,CT -5 CT -36 703 TYPE "A" INLET CT -6 CT -36 704 TYPE "A" INLET CT -6 CT -36 705 TYPE "A" INLET CT- 4,CT -5 CT -36 706 BMP STRUCTURE - AS -2 CFD 707 MANHOLE CT- 4,CT -5 D -20 708 MANHOLE CT -6 D -20 709 TYPE "A" INLET CT -6 ST -36 710 TYPE "A" INLET CT -6 ST -36 711 CORROGATED SLOTTED DRAIN ST -53 712 MANHOLE CT -1 D -20 713 MANHOLE CT -1 D -20 spacers as in 3.1 and 3.2 but will not be at o annular ends. a 30' slant as stated in 3.4. The grate on 2.2 The slotted drain bands shall be modified *CASTING TO BE NEENAH FOUNDRY COMPANY OR EQUAL. TC= ELEVATION �J __- }LL\ H4(MAXIMUM) 6" 24" I �I SSD CONNECTION H (VARIES) (4' MAX. DEPTH) ST-36 NO SCALE TC = TOP OF CASTING ELEVATION PRECAST TYPE 'AA INLET MODIFIED ��LU I I ED RIFE WI I H CURB- HIGH SLUMP CONCRETE TO TOP OF PIPE FINISH COURSE INSTALLATION NOTES INSTALLING SLOTTED DRAIN IN AN CONTOURED TRENCH REDUCES THE AMOUNT OF CONCRETE REQUIRED ROUGH S HAP ED BED A HIGH SLUMP CONCRETE MUST BE USED AS BACKFILL TO TRANSFER THE LIVE LOAD TO THE SURROUNDING EARTH. HIGH SLUMP CONCRETE THE SLOT MUST BE COVERED DURING SURFACING TO TOP OF FINISH COURSE TO PREVENT BACKFILL FROM ENTERING THE PIPE. FINISH COURSE ROUGH SHAPED BEDS PiPE DIA. TOTAL LENGTH UPSTREAM d DOWNSTREAM d SPECIFICATIONS (PER CONTECH CONSTRUCTION PRODUCTS) NO 1 12" 32 FEET 0.5 FEET 0.5 FEET NO 2 12" 24 FEET 0.5 FEET 0.5 FEET called for, minimum results for an inplace spacer ��LU I I ED RIFE WI I H CURB- HIGH SLUMP CONCRETE TO TOP OF PIPE FINISH COURSE INSTALLATION NOTES INSTALLING SLOTTED DRAIN IN AN CONTOURED TRENCH REDUCES THE AMOUNT OF CONCRETE REQUIRED ROUGH S HAP ED BED A HIGH SLUMP CONCRETE MUST BE USED AS BACKFILL TO TRANSFER THE LIVE LOAD TO THE SURROUNDING EARTH. HIGH SLUMP CONCRETE THE SLOT MUST BE COVERED DURING SURFACING TO TOP OF FINISH COURSE TO PREVENT BACKFILL FROM ENTERING THE PIPE. FINISH COURSE ROUGH SHAPED BEDS iNSTALLATION- SPECIFICATIONS (PER CONTECH CONSTRUCTION PRODUCTS) 3.3 The engineer may call for tensile strength 1.0 GENERAL test on the grate if the grate is not in compliance 1.1 This specification covers slotted drain used with 3.1 and 3.2. If tensile strength tests are for removal of water as shown on the plans. called for, minimum results for an inplace spacer plate pulled perpendicular to the bearing plate C 0 1.2 The corrugated steel pipe used in the shall be: slotted drain shall meet the requirements of T = 12,000 pounds for 2 1/2 -inch grate a N o g AASHTO M 36 /ASTM A 760. The CSP shall T = 15,000 pounds for 6 -inch grate be galvanized of made of Armco ALUMINIZED STEEL Type 2 as shown on the plans. The diameter 3.4 The grates shall be trapezoidal with a and gage shall be os shown on the plans. 1 3/4 -inch opening in the top and 30' slanted spacer plates unless shown otherwise on the plans. 2.0 CONNECTIONS 3.5 The variable slope grate will have the 2.1 The CSP shall have a minimum of two rerolled spacers as in 3.1 and 3.2 but will not be at o annular ends. a 30' slant as stated in 3.4. The grate on 2.2 The slotted drain bands shall be modified a variable slope pipe is not trapezoidal as N HUGGER Bands to secure the pipe and prevent stated in 3.4. infiltration of backfill. 4.0 GALVANIZING 2.3 When the slotted drain is banded together, 4.1 The grate shall be galvanized in accordance 0 N the adjacent grates shall have a maximum 3 -inch with ASTM A 123 except with a 2 -ounce galvanized Z W z O gap. coating. w U (L �QZ> W w gW H 3.0 GRATES 5.0 GRATE ATTACHED TO CSP Q 0 3.1 The grates shall be manufactured from ASTM 5.1 The grate shall be fillet welded a minimum v NO '- N v - A 570, Grade 36 steel. The spacers and side 1 -inch long to the CSP on each side of the lyQM.Q plates shall be 3/16 -inch material (0.008 inches. grate at every other corrugation. Q 1-n LL. t2 oe J�•U (7 3.2 The spacer plates shall be on 6 inch centers 6.0 TOLERANCES - FINISHED SLOTTED DRAIN �Q00 and welded on both sides to each bearing plate GRATES - 20 FOOT LENGTHS M v (sides) with four 1 1/4- inch -long 3/16 -inch 6.1 Vertical bow is t3/8 inch. U fillet welds on each side of the bearing plate. ©© e 6.2 Horizontal bow is t5/8 inch. Q 0 6.3 Twist is f1/2 inch. 1L=F_ Q Z CORRUGATED SLOTTED PIPE (CSP) ` 5 ST -53 t �� o NO SCALE co i1 CL -'t CCa O C C 0 a N o g 0 o N o N o 0 N N w W z Z W z O Q~ t- z O 2: w U (L �QZ> W w gW H F- CL N W 05 ;ZZ�3 Q 0 00 L v NO '- N v - Q 0 Z lyQM.Q =ZQCa Q 1-n LL. t2 oe J�•U (7 _ N Q -9 'C3 �Q00 Zr- M v a! W r ©© U Q 0 a 0 Z 0 co Io LO .- c° C4 rn -'t CCa O I I �zr- F, _I Z L0 U-, w vi < W CD o� ru- 8- C4 C) j< ° ? 8- 1-2 J Q (3= e U � y CLm y`�_ Wmax, ko,= 2tito M1� F kI- i._ Eu R ). E D ,,� �� •,,....,,•� s�c� iii Q C. i PE10504920 STATE OF Date /� �f Jill /� G COVERING UTILITY DETAILS DESIGN 'HOLEY MOLEY ' SAYS CALL AT LEAST Two FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW E 1-800 - 382 -5544 CALL TOLL FRfE 1-800-428 -5200 FOR CALLS OUTSIDE OF INDIANA Drawn B): E POPS Checked By: C. WiSEMAN, P.E Quality Assurance: K COLLINS, P.E Scale: 0 Scale: 1" = NA' Sheet C502 Date 01-10-M Project Number 0070400 -20000 rn 3 0 0 0 0 N O r- i v+ W 0 i 0 0 0 N 0 0 0 i 0 0 0 CD 0 N O 0 4- 0 W x o $ o - g N a O LI- p ^ - sC> = 0 oL N V O = r— c 3 o 9 C J OFFICE OF THE HAMILTON COUNTY SURVEYOR 'CLASS 358' ASTM A -481 /_ TYPE '8'AECESSEO POCKETS (4)1' (25a m) 01A. ANCHOR E HOLES ON A 33'1630mml1 (2) CONCEALED PICKHOLES a 1803%4 APART. PER NF -22642 h4ADE IN USA• 17/8' 148mm3 �+ FULL RADIUS to 11/4' C32=4 E 1• [z6mml --� L_�3'EWBwnl DIA. B.C. ANCHOR HOLE DETAIL FULL SCALE e5 11 C26MMI 1/2' G3mm) rt PICKHOLE DETAIL C3 QUARTER SCALE NEENAH 1642 or 1772 EAST JORDAN PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 1045 r Mlmm3 RAISED LETTERS FLUSH w? TOP SURFACE OF LID 27 5/8'[702mm3 G 26 1118116"Mml- E 26' (660mm7 i_to t t— ro STACKING LUGS 2• CSlmml LDNG X I' [23mm] WIDE a24 1/8' [613mm3 28 V2' I724mml 35 7/8' 1911mml NOTE] ALL 004FMIONS ARE SHOWN M BNOI.ISH AND D�EIWU NATFAIAL. CAST CRAY IHON ASIN ArV%CAMS 35a F1K%h NOT PALMED UMCHT. FMIr • WV. LID - 1244 + Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYORS OFFICE MANHOL SOLID D CASTING REVISED: 11116/2004 STANDARD PLAN APPROVED- `P" >'��65- r(T 1 KENT C. WARD. AMILTON COUNTY SURVEYOR DATE C t -1 OFFICE OF THE HAMILTON COUNTY SURVEYOR 3/8' [IOnn) RAO. 24 1/8' [613n•tll a _ 23 3/76' (589mm7 —+f I/L" RAIL E C13mn7 t � N. .. 314' (I'%wl RID. ML R __T ' 2e 1/2! C521mm7 A 1' [25mm1 1 , 33 7/16'[ 7 900..) r (25mm] HAD. 23 IG 1 18 E41 C165mml 16 l/8' [410..3 a (76mm1 iv 7/2' G3am7 [76mQ I t 1/2, 03m] 3/4' R I io i C19mm7 1 I/4' C32m*l a 1 518• [41mal H 1 5/16' TYP. l 1/16' 5 3/4' E148wml 20 1/x [ti21mn7 --7- 23 3/4' C603rnm7 ~ —Dun a 35 7/16' C900mm) \ NEENAH 3 3010 uuuu 7010 PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER •� �t• _ .. ....... • '• ECCENTRIC CONE OR REDUCER �• ' • ' 'r�:: CAP AS REQUIRED BY SITE uuuu ' MATCH ADJUSTING RING PROFILE. FIRST LAYER BEDDING TABLE FULL HEIGHT MANHOLE N 6" MINIMUM o❑❑❑ aQOo y A d 1 ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL ?!Y �': CONCRETE SECTION AT JOINTS. '•; PREFORMED HOLE TO MAXIMUM ?:! OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM ;t: �; ►: NON-SHRINK CEMENT GROUT. h TYP. WALLS TO BE CONSTRUCTED ••. � .: NOTE TO SPRING LINE OF PIPE. j' ' : • STRUCTURES ARE TO BE •fit .A � .•f..•• (••t '• " '' '.' °' ' GROUTED FULLY. TROWELED co REFER TO SHEET CT -6 NOTES ALL DEMENS10149 SHOWN ARE IN ENGLISH AM [METRIC]. 3" MINIMUM ON N6 "OF 02 BASE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" MATERIAL( CAST GRAY IRON ASTM A-48,CLASS 35B HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: _-I FEB 2002 APPROVED: '- Z FINISHr NO PANT WEIGHT% APPROX.16'74 * Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED: 11 /16/2004 STANDARD PLAN APPROVED: I�;os DATE CT-4 KENTON . W D, HAMILTON COUNTY SURVEYOR NEENAH 3 3010 EAST JORDAN 7 7010 OFFICE OF THE HAMILTON COUNTY SURVEYOR RAISED 1/76' C2ma7 RAISED 1/8• C3W4 n SEE LOGO DETAIL �,, DUMPING DBAINB To XATMAY 24' (810mm7 201/2'C521mm7 rs 11/16'U7nm)� �7.'B-[22.0 20 3/4' 1527xw7 23 1/9' C507mm) N RA19ED LETTERS 3/8• ClBmn7 HIaH� RAISIA LETTER6 -- -- 12' p 64nra7 L080 DETAIL 1 1/:2' BAD. 4 718' (3$am7 CL24"n] 3/4' 119..7 eo 3/4' •�• ---- 9mtn7 `J` 418' 1a m L16+lra] � P 11/16' u7l ,7 l 7.'8' [4844,) 7/8' [2?xxa7 4 3/4' I-M -_1 REFER TO SHEET CT-4 NOTEI ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRICS MATERIALI CAST GRAY IRON ASTM A -48. CLASS 358 FINISHI NO PAINT WEIGHTI 82* * Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE II /2" R iUS OPEN CURB BO�( REVISED: it /ie /2004 STANDARD PLAN APPROVED: 14 CT-5 KENTO C. WAR 6. HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR 7/18' 011•.l 71/16• n7,a,�7 0 ❑ ❑ ❑ ❑ ❑ ❑ 1y 0000❑❑❑ ❑ [ ❑ 00000❑❑ ❑❑0011 N 1.125nm] 2 v6• C44mal 28 7/B' x Z6 7/6• C683..w r 663mm7 26 7/16• x 26 7/16• 1672im x6721447 24 7/8' X 24 7/8• [632x.1 X 632#m7 24' X 24• (618x1m X 618x"J h (268Drm X 680.7 • .: 10 jf-�� t T:' �-T 22• X 22' (559mm X 559047 7a 26 11(6• X 28 1/18' (682mm X 682mal 32 3/4'X 32 3/41[832im X 832mnl NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC? MATERIALI CAST GRAY IRON ASTM A- 48.CLASS 35B FINISH, NO PAINT WEIGHT: FRAME 138"; GRATE 13811 • Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE PARKIN LOT INLET CASTING REVISED: 11/16/2004 STANDARD PLAN APPROVED: ��Q� KENTON C. ARD, HAMILTON COUNTY SURVEYOR DATE CT-6 NEENAH 3405 EAST JORDAN 5250 OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER >e SEAL BETWEEN JOINTS. : 01 PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER •� �t• _ .. ....... • '• ECCENTRIC CONE OR REDUCER �• ' • ' 'r�:: CAP AS REQUIRED BY SITE Tr• ,• - -_ ::• CONDITIONS. CONE TOP TO ' MATCH ADJUSTING RING PROFILE. FIRST LAYER BEDDING TABLE FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 6" MINIMUM NOTE: �.:. MANHOLE CONFORMS TO ASTM 478 ••1 y A 0 -RING GASKET NON - ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL ?!Y �': CONCRETE SECTION AT JOINTS. '•; PREFORMED HOLE TO MAXIMUM ?:! OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM ;t: �; ►: NON-SHRINK CEMENT GROUT. %' PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED ••. � .: NOTE TO SPRING LINE OF PIPE. j' ' : • STRUCTURES ARE TO BE •fit .A � .•f..•• (••t '• " '' '.' °' ' GROUTED FULLY. TROWELED r .•.; •••'•, :; r SMOOTH AND BRUSH FINISHED. ''r �:'• •' ?� • •' ?• • • • •► • • •• ': REINFORCED BAR �; .. , PRECAST RASE f' �r :� Vii' fi :` :� *4 0 12' ON CENTER OR '� ••''•`'•' •'•' �' •''•`'''••''9 APPROVED ALTERNATIVE 8" OR 8" PER SECTION :•�::•:.•:.:.; :.•:.•:.;:.•:.•:.,:.::.,:._. 3" MINIMUM ON N6 "OF 02 BASE 4 3/4' I-M -_1 REFER TO SHEET CT-4 NOTEI ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRICS MATERIALI CAST GRAY IRON ASTM A -48. CLASS 358 FINISHI NO PAINT WEIGHTI 82* * Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE II /2" R iUS OPEN CURB BO�( REVISED: it /ie /2004 STANDARD PLAN APPROVED: 14 CT-5 KENTO C. WAR 6. HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR 7/18' 011•.l 71/16• n7,a,�7 0 ❑ ❑ ❑ ❑ ❑ ❑ 1y 0000❑❑❑ ❑ [ ❑ 00000❑❑ ❑❑0011 N 1.125nm] 2 v6• C44mal 28 7/B' x Z6 7/6• C683..w r 663mm7 26 7/16• x 26 7/16• 1672im x6721447 24 7/8' X 24 7/8• [632x.1 X 632#m7 24' X 24• (618x1m X 618x"J h (268Drm X 680.7 • .: 10 jf-�� t T:' �-T 22• X 22' (559mm X 559047 7a 26 11(6• X 28 1/18' (682mm X 682mal 32 3/4'X 32 3/41[832im X 832mnl NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC? MATERIALI CAST GRAY IRON ASTM A- 48.CLASS 35B FINISH, NO PAINT WEIGHT: FRAME 138"; GRATE 13811 • Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE PARKIN LOT INLET CASTING REVISED: 11/16/2004 STANDARD PLAN APPROVED: ��Q� KENTON C. ARD, HAMILTON COUNTY SURVEYOR DATE CT-6 NEENAH 3405 EAST JORDAN 5250 OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER >e SEAL BETWEEN JOINTS. : 01 OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTING FRAME AND COVER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER >e SEAL BETWEEN JOINTS. : 01 PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER •� �t• _ .. ....... • '• ECCENTRIC CONE OR REDUCER �• ' • ' 'r�:: CAP AS REQUIRED BY SITE Tr• ,• - -_ ::• CONDITIONS. CONE TOP TO ' MATCH ADJUSTING RING PROFILE. FIRST LAYER BEDDING TABLE FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 6" MINIMUM NOTE: �.:. MANHOLE CONFORMS TO ASTM 478 ••1 y A 0 -RING GASKET NON - ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL ?!Y �': CONCRETE SECTION AT JOINTS. '•; PREFORMED HOLE TO MAXIMUM ?:! OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM ;t: �; ►: NON-SHRINK CEMENT GROUT. %' PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED ••. � .: NOTE TO SPRING LINE OF PIPE. j' ' : • STRUCTURES ARE TO BE •fit .A � .•f..•• (••t '• " '' '.' °' ' GROUTED FULLY. TROWELED r .•.; •••'•, :; r SMOOTH AND BRUSH FINISHED. ''r �:'• •' ?� • •' ?• • • • •► • • •• ': REINFORCED BAR �; .. , PRECAST RASE f' �r :� Vii' fi :` :� *4 0 12' ON CENTER OR '� ••''•`'•' •'•' �' •''•`'''••''9 APPROVED ALTERNATIVE 8" OR 8" PER SECTION :•�::•:.•:.:.; :.•:.•:.;:.•:.•:.,:.::.,:._. 3" MINIMUM ON N6 "OF 02 BASE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: _-I FEB 2002 APPROVED: '- Z STANDARD PLAN D-20 KENTON C.• WAR . HAMILTON COUNT SURVEYOR ATE TRENCH WDTH MAA" 10 FEET NOTE: ALL SLAB AND CRAWL SPACE TRENCH BOX OR OTHER IOSFtl1 CONNECTIONS MUST BE A MINIMUM ACCEPTABLE TRENCH SAFETY SYS U AT TOP OF IXCAVAT�N NOTE: CONCRETE APRON AND CASTING SNAIL BE OF 3" BELOW THE FOOTER AND EXIT INSTALLED SO THAT THEY DO NOT MINIMUM 1" CLEARANCE FROM TOP OF / THE BUILDING AT THE FRONT OF CONTACT THE LATERAL OR LATERAL CAP. CAP TO BOTTOM OF CASTING THE STRUCTURE TO PROVIDE THE /\ \ '�' BAC*U MA� FU OF ROCKS► SHORTEST, MOST DIRECT ROUTE 6" PVC CAP NEENAH R -1976 OR EAST JORDAN 1578 TRACER WIRE // TRENCH WIDTH SHALL NOT ET(CETV BOX % � �� TttAN 6' OR OTHER EXTRANEOUS WITH SEWER ON CASTING \ WIDTH BY MORE THAN 1.0 rOOT FROM THE BUILDING TO THE 3' MAXIMUM /\ MAIERt. (C01.'PACT 10 PREVENT SETTID.TNT). EXISTING LATERAL STUB. 6' PVC CAP - FINAL GRADE / // N AREAS WITHIN 5' OF ROAD SURFACE; BAO(FU / PER REQUIREI.'ENTS OF R� W DEPARTMENT OF FINAL GRADE , 11r ,f, \/` TRAMMIATO AND CAMPACT FILL TO 85X �� •~ •: t/2 D + 12' FOR PVC PIPE MOOM PROCTOR DENSITY. TEMPORARY 3G "x36" x 10 CONCRETE \\ \ \\ GLUED CAP FOUNDATION '.: " APRON WITH FIBERMESH - - 6' PVC PIPE 1/2 D + s FOR DI NUIi.'CER 8 CRUSHED STONE OR NUI1H£R 8 FRACTURED FACE (FOOTER) ` 4 .1 I 6 PVC PIPE REINFORCEMENT. - j\ D \ ` GAT S TO BE PLACED FROM s NCHES BEN i0 3 MINIMUM �� WIRE - " " t/z 0 \ / ,....� — (6 X 6 X 6) TEE -WYE / 12 NCHES ABOVE THE PPE 3" MINIMUM (6 X 6 X 6) TEE -WYE _ - SEE FIRST LAYER / _ THif TRENCH SHOIAD BE A fr�:.I491 OF 18 NCHES WDE. - '.! • . • �\ SHOVEL SIJCED HAND TAMPED AND WALKED tN. :.• . EIEDDING TABLE BELOW � :�; /a CRUSHED STONE SHOVEL SLICED. HAND TAMPED AND WALKED IN. FLOW - - - iR STONE AS REQUIRED BY \ \% (BELL HOLE EXCAVATED) FLQ SOIL EI�R FOR � UNSTABLE TO 4" SEWER - STABLE GROUND PER ENGINEER SEWER AS - -- -- PER CONSTRUCTION PLANS I,LtHIV UU I I T l�t I %II"Xid -OW" V VVI \I r1VLV •-".Y ".&. V it ILA% II1V it \LLr111V1 \J - - BEYOND THREE FEET OF BUILDING) (ONLY LANDSCAPED SURFACES WITHIN U��1uulNluUlup /r „/ ° °�lunnuuuuurryur \uuuuluuuui a� °a v \O a G+` r�ii / /�� THREE FEET OF BUILDING) ` \`a`� °v�� �i. L'� /r111j� %. .a` ° °1 °v� A. L`v�''/'14i �� �' o?' SANITARY SEWER TRENCHING its No. .... ,q� ` \\ I'G = = 19300219••x: 19300219 ;'�_ N °• BEDDING AND BACKFILL DETAIL 19300219 STATE OF : Lc, _ STATE OF STATE OF :' '' a �` ' ............. o UJA ONA� '''1a�` ' /ONAIL /ruruu011iAn 11m����° ''�'rr�nu►nIR1Rm�r "``� rirma�nmlltt�n�° Q �� CLAY TOWNSHIP REGIONAL WASTE DISTRICT CLAY TOWNSHIP REGIONAL WASTE DISTRICT CLAY TOWNSHIP REGIONAL BASTE DISTRICT � • cTRwO • �< • •CTRWD • � � • CTRWD . TYPE 1 CLEANOUT DETAIL . Schneider TYPE 2 CLEANOUT DETAIL SANITARY SEWER BEDDING AND A Schneider q R Schneider BACKFILL DETAIL mont,L �ru�� Date 12/08/48 File T: \8B\ 838$\ 001 \D1fG51DSflII.S'\IN- DTL4.D1fG Date 12/08/08 — — — — — — — — — — F1e T: \8Y\ 6388\ 001 \D1fG5'I,DBTAII.5\1N- D1T3.DTrfG _J Data 12/08 /06 File T. \E%\838B\ 001 \Dlw\DS[AiibALN- DTLS.DTG 0: 12007\ 070400 \200001cad\Engr\Cds1C502.dwg, 2!712008 9.53:53 AM, sfamy, 1I.1 U U 0- O. c (n 0 2� a Q •c U o ° o N rn c 0 �Vl !r � N w W /Z_^ v w Z z O O ooZ w W 0-ZW ►=-QZ> � N H � d h W v � °z °z N 3 Q05g0o O 0' 05 0 Z � Q. Q -- •C M U Q z X � Q l_n LQL SI. oeV J�U C O *%0 •0 � _Q � W 0— Z GJ C W ©� us � U L Q Q O z U_ I o a I I ' O Z N CV Ln LCi Q w �o�� O Z L x C= Q � e U � y h_ - , R Y: M.rt,f���i, � PE10504920 STATE OF Date _ v COVERING UTILITY DETAILS DESIGN i10LEY HOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1-800-382-5544 CALL TOLL FREE 1- 800-428 -5200 FOR CALLS OUTSIDE OF INDIANA Drown Ely: E POPS Checked By: C. WtSEMAN, PE. Quality Assurance: K COLLINS, P.E Scale: 0 Scale: t' Sheet C503 Dote 01_10-M Project Number 0070400 -20000 6" MINIMUM. SEE SANITARY 4X6 RIGID 6 SEWER LATERAL SEWER TRENCHING, BEDDING AND BACKFILL DETAIL nI r A ► II nl ['r _17% 1M A 6" SEVIER LATERAL ;�8 STONE BELOW CONCRETE APRON TO PREVENT SETTLING. EXTEND TO CLEANOUT TYPE 2 UNDISTURBED EARTH. 7UApncPAnc CIIMAMC Akin Al i nTUM IAICTAI I Gnrwc FIRST LAYER BEDDING TABLE PIPE SIZE A B P� s� t� ts• a� UP M 1 -6 BM NG BE1N THE PIPE BARREL AND BELL MAIIMUM = 6' WWIMUM = 10' 18' AND GIRFATER D + 24' D + i8' I,LtHIV UU I I T l�t I %II"Xid -OW" V VVI \I r1VLV •-".Y ".&. V it ILA% II1V it \LLr111V1 \J - - BEYOND THREE FEET OF BUILDING) (ONLY LANDSCAPED SURFACES WITHIN U��1uulNluUlup /r „/ ° °�lunnuuuuurryur \uuuuluuuui a� °a v \O a G+` r�ii / /�� THREE FEET OF BUILDING) ` \`a`� °v�� �i. L'� /r111j� %. .a` ° °1 °v� A. L`v�''/'14i �� �' o?' SANITARY SEWER TRENCHING its No. .... ,q� ` \\ I'G = = 19300219••x: 19300219 ;'�_ N °• BEDDING AND BACKFILL DETAIL 19300219 STATE OF : Lc, _ STATE OF STATE OF :' '' a �` ' ............. o UJA ONA� '''1a�` ' /ONAIL /ruruu011iAn 11m����° ''�'rr�nu►nIR1Rm�r "``� rirma�nmlltt�n�° Q �� CLAY TOWNSHIP REGIONAL WASTE DISTRICT CLAY TOWNSHIP REGIONAL WASTE DISTRICT CLAY TOWNSHIP REGIONAL BASTE DISTRICT � • cTRwO • �< • •CTRWD • � � • CTRWD . TYPE 1 CLEANOUT DETAIL . Schneider TYPE 2 CLEANOUT DETAIL SANITARY SEWER BEDDING AND A Schneider q R Schneider BACKFILL DETAIL mont,L �ru�� Date 12/08/48 File T: \8B\ 838$\ 001 \D1fG51DSflII.S'\IN- DTL4.D1fG Date 12/08/08 — — — — — — — — — — F1e T: \8Y\ 6388\ 001 \D1fG5'I,DBTAII.5\1N- D1T3.DTrfG _J Data 12/08 /06 File T. \E%\838B\ 001 \Dlw\DS[AiibALN- DTLS.DTG 0: 12007\ 070400 \200001cad\Engr\Cds1C502.dwg, 2!712008 9.53:53 AM, sfamy, 1I.1 U U 0- O. c (n 0 2� a Q •c U o ° o N rn c 0 �Vl !r � N w W /Z_^ v w Z z O O ooZ w W 0-ZW ►=-QZ> � N H � d h W v � °z °z N 3 Q05g0o O 0' 05 0 Z � Q. 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Scale: 0 Scale: i' = NA' Sheet C504 Date 01_08 Project Number 0070400 -20000 n- ��nnTmnenrn�nnnrn ^° At-A 1C701 d - 1 19 f— g .g, M1.1 3 v v 0 3 O W J O -9 p CD 8 IC CO E C14 �0 O OO N OO ^ O o ^ W O N pi N N N p / y, L 5 � c W p fn U LLJ / L p/O U O / O O / N W N / O O CD O n % /O O n O O N �p O / N/O �O O O O O O au 0 CD N O j cn J N C C14 toCL ti F-1 to O O w (U at r- t- F 3 v) O N X 3 0 0 r` i 0 U /. / 00 0 0 O N o '% - o � r` i - °o�~' (VU� Oro= _ v 3 of o -9 if i.) c (� •c Q °1 v O 4l C � N Y O Q' N C� W W Z 0 Z W Z z O O Q Q LLI O 0 20 w Wa`ZZ W of Cg a- i�QZ� � CC €L�gN ix 2 J 0 0 Z LLJ Ce >_zzti3 QUggao • • • • • • co o 0% v D�V •N Q Q CO .Q Oz; m Q I-- a U QM Z x 0 Q. vi LQ Q J�•U V a_ Z 04 ^� Q CpW z — M V i r... W Q© H,± V V L a 0 a O ac z Z; W i _ LL U O LCi U")o� CN (D N N o N -L0 a z LLJ L0 =:)o�^. Z u, o = < im °- °z= c C= = lC) W CO. W CO Q • O r£�f W CIAI + 5 `lu TIA Y. J S' •.• ��i • PE10504920 ? STATE OF • ,,�♦��i,S��NAt Date 2 — �^ c& COVERING STORM SEWER PLAN AND PROFILE DESIGN 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BUORE YOU DIG IT'S THE LW, 1- 800 - 382 -5544 CALL TOLL FREE 1- 800-428 -5200 FOR CALLS OUTSIDE OF INDIANA Drawn By: E POPS Checked By: C. WtSEILWA P.E Quality Assurance: K COLLM PF. Scale: 0 Scale: 1' = 50' Sheet C701 Date 01 —" Project Number 0070400 -20000 Al v d) i N 0 z 1. 0 1 jtp.� ! Im �-s u 5s, Lr� .w®r ire of vim r e o' T FA w 0 r 1M =10 s s■�� rr �w ■ wMfell of F-A M I V t Aw"- 1 -0. g �,,gk P, WT, �A ,�r�r r ♦ s�rwrw Irld IYA� i we A w ►: I N1G® W- 0 X u O �� t2mQM2m �T,l�ll VI�llztlUM '��'� 0J �tm �. 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'� ° 0 0.1 0.0 0.0 00 6 G) ffE VA E t .8,� 41,2 4.6 7.0 4L9 0.9 6.8 5.2 6. 10.9 7.0 ' 1.6 0.6 0• •1 0.1 ii t f -- q, � r / _ �� V f U.1 ♦ I � 1.5 '' 3.6 7.9 11.4 1143 10.2 43.9 ;16§ � ' -- 1.6 1.6 0.7 ��0.2 0.1 0,#=� 0 �1.0 0.0 0.0 CD 4// 000 0.1 0.2 ,'� 0.4 \3.1 6.9 14.1 8.4A- 0.8 0.5 0.2 .1 0.2� (} 0.0 0.0 0. Y� o ' !If Q �- L , 0 v %.2 0 0.5 - 1 � 1.4 1.5 "0. _ 0.2 0.0 O.Of. Vo 0.0 0 0.0 0.1 0.1-. 0.2� .--1.2 o o -r o.o o.a O.o o.o _ --' t.0 Y co 0.0 0.0 0.0 �► 1 i it ' S j Il / �� 1 1 1 ♦ �� Based on the informotion �o 'ded,, VIII dim sions ,and lumi ire I glti s sh wn - r res t om os f s. a en i an arc sect must determine apppicaiity of a a�au �o ex g o�uure lons. Fis lic�htii at er� r resets Hl inatio levels I lated n m�lat�orat &"Iety. en i sin acc�r once wi u ina n �een M%T � .me �. c Mn nce.o an man a rer s ju is r rn to ec al a g ce in lams, an� o er vana�e Meld co�idi &aue . Revisions Revision Notes Rev. Date B Max E 1/15/08 WCP REVISED SITE LIGHTING PER NEW SITE PLAN AND COMMENTS D 12/10107 WCP 20.9 0.0 N.A. N.A. 1 I ��1 1 I �► SITE LIGHTING NOTES: 1. LIGHT POLES ARE 18' TALL MOUNTED ON BASES 2' ABOVE GRADE. FIXTURE HEIGHT IS 20' A.F.G. 2. LIGHT LEVELS AT INITIAL LEVEL AND CALCULATED 3' A.F.G. 3. PERIMETER LIGHT FIXTURES HAVE FIELD INSTALLED GLARE SHIELDS. 4. Footcandle levels at the property line or roadway will not exceed 0.3 footcandles based on this plan. Other sources of light are not included in this photometric. 5.The LSI Greenbriar Light Figures have flat lenses and meet the following criteria: The Illuminating Engineering Society of North America (IESNA *) classifies full cutoff as: a light fixture where no candela (light) occurs at or above an angle of 90° above nadir (0 °). Additionally, the candela per.1000 lamp lumens does not exceed 100 (10 %) at a vertical angle 80° above nadir. This applies to all lateral angles around the luminaire. LS1 flat - lensed fixtures meet or exceed IESNA full cutoff classification. Numeric Summary Label CalcType Units Avg Max Min Avg /Min Max/Min CalcPts Illuminance Fc 4.67 20.9 0.0 N.A. N.A. CBMC INC. 5855 KOPETSKY DRIVE SUITE G INDIANAPOLIS IN 46217 Tel. 317 - 780-8350 Fax 317 780-8355 - - - 77 T_ 77 _ LIGHTING LAYOUT FOR MIKES CARWASH 106th & MICHIGAN USE "GFR" HOUSING AND REFLECTORS SCALE: 1 " =20' W 15 ,MINI MONTERY- 175 -MH -WALL LIGHT 1 210 C -HSS 4 5S BO- SIIG -S -18 -5BC 18, 1 GFR -FP- 320 - PSMV -F- HSS 1 380 STARTING DATE 10 -26-07 BY:WCP A -HSS 7 5S BO- SIIG- D180 -18 -5BC 18, 1 GFR -FP- 320 - PSMV -F- HSS 2 760 G 3 5S BO- SIIG- T90 -18 -5BC 18' 1 GFR -FP- 320- PSMV -F- HSS 114 CB2033E infb(@cbmcinc.co TYPE TY POLE HEIGHT QTY BRACKET QTY OTHER QTY FIXTURE QTY WAT S ASSEMBLY ASSEMBLY ASSEMBLIES EACH CONSISTING OF: BILL OF MATERIALS TOTAL WATTS