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HomeMy WebLinkAbout11080018 LF Development Plans0 C c C v F a L a: c c c / v Z a d U C Q H LL U Z Q a c / U z a c c CIS / a c c / / a v r. LL a a c } cc c LL F- c LL a cr CIS c I LL H a c F-- �LL Lv LL �Q ac o� ►- zc as DE EL�P E T PLA � QQ� EA TNSOUTH ' EHA ' ILAT10 ILLI O15 ST E T LOCATION MAP CA' E i DIA A [DOCKET No. 11 080018 DP/ADLS VICINITY MAP HO :kl w q. INDEX DESCRIPTION SHEET No. TITLE SHEET C001 OVERALL DEVELOPMENT PLAN v EXISTING TOPOGRAPHY C101 SITE PLAN U) UTILITY PLAN o � GRADING PLAN C400 SANITARY SEWER PLAN AND PROFILE v STORM SEWER PLAN AND PROFILE C501 —0503 PRECONSTRUCTION — EROSION CONTROL PLAN C600 CONSTRUCTION — EROSION CONTROL PLAN c > EROSION CONTROL DETAILS C602 STORM WATER POLLUTION PREVENTION PLAN C603 DETAILS C700 C706 � STORM STRUCTURE DATA TABLE U LANDSCAPE PLAN •o SITE PLAN ILLUMINATION STUDY AND DETAILS c v = � v 116th St PROJECT V) V) LOCATION c: 111th St 0 v -v v o v_ .0 C rn C v V) w 106th St O VICINITY MAP HO :kl w q. INDEX DESCRIPTION SHEET No. TITLE SHEET C001 OVERALL DEVELOPMENT PLAN C100 EXISTING TOPOGRAPHY C101 SITE PLAN C200 UTILITY PLAN C300 GRADING PLAN C400 SANITARY SEWER PLAN AND PROFILE C500 STORM SEWER PLAN AND PROFILE C501 —0503 PRECONSTRUCTION — EROSION CONTROL PLAN C600 CONSTRUCTION — EROSION CONTROL PLAN C601 EROSION CONTROL DETAILS C602 STORM WATER POLLUTION PREVENTION PLAN C603 DETAILS C700 C706 � STORM STRUCTURE DATA TABLE C707 � LANDSCAPE PLAN LS100 SITE PLAN ILLUMINATION STUDY AND DETAILS LC -1 PLAN DATE: 8/19/2011 N NOT TO SCALE NOT TO SCALE NOT NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STOP,MWATER MANAGEMENT PERMIT JURISDICTIONS PROJECT CONTACTS: PROJECT LOCATED WITHIN CURRENT CITY OF CARMEL CORPORATE LIMITS PERIMETER STREETS AND RIW: CITY OF CARMEL: (317) 733 -2441 WATER: CITY OF CARMEL UTILITIES: (317) 733 -2855 STORM SEWER /DRAINAGE: CITY OF CARMEL: (317) 571 -2441 LEGAL DRAINS: HAMILTON COUNTY SURVEYOR'S OFFICE: (317) 773 -8495 SANITARY SEWERS: CLAY TOWNSHIP REGIONAL WASTE DISTRICT: (317) 844 -9200 THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORD, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY. PROJECT REQUIREMENTS: CONSTRUCTION OF A 46,800 SQUARE FOOT REHABILITATION HOSPITAL FACILITY AND ASSOCIATED INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO: STORM SEWERS, SANITARY SEWER, WATER MAINS, AND ASPHALT PARKING AND DRIVES. CURRENT ZONING : PUD PROPOSED ZONING : PUD NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. ENGINEER: BRADLEY SCHRAGE, PE AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN. 465256 (317) 547 -5580 bschrage@structurepoint.com ARCHITECTS: EDDY ALONSO GRESHAM, SMITH AND PARTNERS 3595 GRANDVIEW PARKWAY, SUITE 300 BIRMINGHAM, AL 35243 (205) 298 -9271 eddy_alonso@gspnet.com SURVEYOR: TRACY McGILL, LS AMERICAN STRUCTUREPOINT, INC. 7260 SHADELAND STATION INDIANAPOLIS, IN. 46256 (317) 547 -5580 tmcgill@structurepoint.com DEVELOPER: GERSHMAN BROWN CROWLEY, INC 600 E. 96th STREET, SUITE 150 INDIANAPOLIS, INDIANA 46282 PLANS PREPARED FOR: HEALTHSOUTH CORPORATIOW 3660 GRANDVIEW PARKWAY, SUITE 200 BIRMINGHAM, AL 35243 PLANS PREPARED BY: O� E] 0 STRUCTUREPOINT [ID INC. 0 7260 SHADELAND STATION INDIANAPOLIS, IN 46256 -3957 TEL 317.547.5580 FAX 317.543.0270 www.structurepoint.com REV DATE DESCRIPTION 1 11/01/11 TAC COMMENTS THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORM WATER MANAGEMENT AND STORM WATER QUALITY ORDINANCES BRADLEY N. SCHRAGE, P.E. JOB# 2011.00921 i- c� w O 0 0 U Vi J U N 0 0 0 N z J a_ V) J / w z J i J i C� z Q / N 0 i 0 N w J U_ 0 z Q D c� 0 m 0 w 0 w 0 I w 0 �o �w ww J � U N zo � J � rz L— N I ; —;' I I I I I jHi q I� II 1 31. �jj II (ni �- �1 I• I I I 1 I � I IE1 I �I. 1 I -- — — — — — — — — — — — — , I 1 I ® t ; •I tl 1� { LO €I I Lo E to T- ` € { € II \\ i w 1 ' ' NI 1 M LO W € Ij M I , { 1 { , T Rit PR J CT Z 1 I 1 1 I 1 1 �1Y! I` €Thi I )l I I I C---- - - - - -- ---- ---�`( Wool WIN ee" Z' 0' { Z iI m I 7 M r I Lot 11 E ( �'y ��� � �, � �•+' j �� //''! ' J'- I iii , t 9 I - - - - -- -- - - ---- -� - - - -- -- ------ f�- -- y� -•�� may- �•(7 ,...r ,...r ,� .............. \... ..........r..W -,..r ,..� --..r ` - ------------- - - -___ - - -_ - - -- -- -.- -�- -�- - - - - ---- w= ?: -.--- -, . =, - -. _ - -- - ! 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J SINCE, — — _ES _'iif °_ .. -tom'— _-- _ -��"_ - _'��'— - - -� —•— - -_. —_ _.�,�i•._��._ s� ON (BY OTHERS) __ -tom - - - - _ - -- '" _ - _ _� I N00'11'34 "W 777.00' T gd�'� 20 BUILDING � 1 F~ SETBACK - I _ ----- - 89 8'26 "W _- - -== ___==- ___�_____r---- = - -- == / �,, �°' _� I �� �� .................... ILLINOIS STREET S '4 \ ..:__ 1 130.00' ii - - - - - -- - - r °�� - -._• awe dop d0e� °� _..f..-- -" -"'-- ��:;:......-- .....; 1 �a S00'1 1'31 E iuuisaIIiiiiiii■ i.■ e■ a: aa■ ai■ aii■■■ sas: aaaa .a_.aaaa ■..aa =ai...a��•••aO°°O� - - - - -- - -� `. "`� . >•.. � /\ � � ~�" 22.28 Q - - - - -- _ 1 - -- ` _ _ _ 3iiiiif iiii-- $3iiii SS ■iz3■ —___ -- - - -- .H;:;.�`�?.• \ rte,..... -• � _ - - - -_— _ - - -_— — _— _ - - - -- - -• -- _ —_ s33ic3s3a� a3cssa= a =q , -F�.•✓ ..•^"� liiiiiiiii -3iL - 3-- 3i- 3i_----- --- � - - - -- --�- —L ` _ -- _- - - - - -- - - - -- , 1 ,- -_ -- _ -- �� 1- T I I I i I I M :. 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L..._.._.._.._.._..-.. _.._.._.._.._.._.._.._.._.._..� �' �,► ' li arm low ommommon, �=o on AID 0101 Glft/=M� N00'11'50 "E 995.35' I • � I •II I NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAU TI ON I I THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND - CERTIFIED BY �-e O DRAWN BY: PED O BNS JOB N0. / / C. W 0 ~ O M / CV / L0 / J / � w / W Q / rrrt� IL 0 W N I ; —;' I I I I I jHi q I� II 1 31. �jj II (ni �- �1 I• I I I 1 I � I IE1 I �I. 1 I -- — — — — — — — — — — — — , I 1 I ® t ; •I tl 1� { LO €I I Lo E to T- ` € { € II \\ i w 1 ' ' NI 1 M LO W € Ij M I , { 1 { , T Rit PR J CT Z 1 I 1 1 I 1 1 �1Y! I` €Thi I )l I I I C---- - - - - -- ---- ---�`( Wool WIN ee" Z' 0' { Z iI m I 7 M r I Lot 11 E ( �'y ��� � �, � �•+' j �� //''! ' J'- I iii , t 9 I - - - - -- -- - - ---- -� - - - -- -- ------ f�- -- y� -•�� may- �•(7 ,...r ,...r ,� .............. \... ..........r..W -,..r ,..� --..r ` - ------------- - - -___ - - -_ - - -- -- -.- -�- -�- - - - - ---- w= ?: -.--- -, . =, - -. _ - -- - ! 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J SINCE, — — _ES _'iif °_ .. -tom'— _-- _ -��"_ - _'��'— - - -� —•— - -_. —_ _.�,�i•._��._ s� ON (BY OTHERS) __ -tom - - - - _ - -- '" _ - _ _� I N00'11'34 "W 777.00' T gd�'� 20 BUILDING � 1 F~ SETBACK - I _ ----- - 89 8'26 "W _- - -== ___==- ___�_____r---- = - -- == / �,, �°' _� I �� �� .................... ILLINOIS STREET S '4 \ ..:__ 1 130.00' ii - - - - - -- - - r °�� - -._• awe dop d0e� °� _..f..-- -" -"'-- ��:;:......-- .....; 1 �a S00'1 1'31 E iuuisaIIiiiiiii■ i.■ e■ a: aa■ ai■ aii■■■ sas: aaaa .a_.aaaa ■..aa =ai...a��•••aO°°O� - - - - -- - -� `. "`� . >•.. � /\ � � ~�" 22.28 Q - - - - -- _ 1 - -- ` _ _ _ 3iiiiif iiii-- $3iiii SS ■iz3■ —___ -- - - -- .H;:;.�`�?.• \ rte,..... -• � _ - - - -_— _ - - -_— — _— _ - - - -- - -• -- _ —_ s33ic3s3a� a3cssa= a =q , -F�.•✓ ..•^"� liiiiiiiii -3iL - 3-- 3i- 3i_----- --- � - - - -- --�- —L ` _ -- _- - - - - -- - - - -- , 1 ,- -_ -- _ -- �� 1- T I I I i I I M :. 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I N Q Q / f, 'loo ,�-� � %' I 1 N S89'48'29 "W I II ------ - - - - -- .. ! ``�P / ,� .; I 1 , 174.99' doo /, S 0011 31 E I �;.�� ;i": � /: I �- i 10.00' I I I I // ' T I II I •� _ // // �_ I I II S89'48'29 "W I I II I t { / / N II ,; /i // 1 ,u,�145.00 I I DRIVE S00011'31 "E I I II ENTRY - ' 10.00 ~ I I II tBY OTHERS ) I �� S89 48 32 W ' ii / ` 1 120.01 � �,'� � :III . ~•-..... /�/ i _ � ------------------ --- -� - - -- II �I IE II I — _ _~`# - �i� I --- ,•------ - - - - -- f'-- ' - - - - -- - - - -- -- - - - - -- N00'11'31 "W - 749.72 — II I r-- --- - - - - -- — f ,.. / I S88 32 44 » W I ' ' III -- - - - - -- ----_= �: : :�..- - ----------------- - - - --1 I �; II I ; �€ ._.._89_31� _.._.._.._.._.. .-.._.._.._.._.. _.._.._.._.._..- .._.._.._.._... .._.._.._.._.._.._. II_.._.... L..._.._.._.._.._..-.. _.._.._.._.._.._.._.._.._.._..� �' �,► ' li arm low ommommon, �=o on AID 0101 Glft/=M� N00'11'50 "E 995.35' I • � I •II I NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAU TI ON I I THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND - CERTIFIED BY �-e J O DRAWN BY: PED O BNS JOB N0. N C. W 0 ~ O M i CV ®� L0 0 cc O J V � w W Q IL rrrt� IL 0 W LLJ Q � ca j J w 0 O J Q � O O O U) CIO J 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB N0. 201100921 C. U) O i ® Q 1� W Q rrrt� N LLJ � ca j W w 0 Uj J Q O U) DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB N0. 201100921 REVISIONS Al TAC 1 11/01/11 SHEET NO. OF 201100921 .CE.ADLS.00100.DEV.P.dwg F L_ i r /Y/ \ F / r /'/ i ' / l e. \\ x \ "I , I 1. .1 /' \ , / \ F' ''., /', /' /r ,r // F ` ` _�, ", _ - _ I '. I / ,tis \ / i �QQQ , , // ", � / ^ ,/' -1111 - , ` •- -.., ..v _.^ 1-111 . ........ ..................... /.. /' / / % \ __ exist. storm str. ,--- ___ti ^w 1111. �` ,r``,` \ 1. tr:846.47 -1 - inv:842.50 11.11 , .. _.., _ . inv S :842.54 O -- .... _1111 ......__.. ^.....� . -\\ . _.. _ -_ ..._ ^1111 _ . _ _. .., , _... �, ; " ..._ 11.11... .- 11.11.. _..... __ _ _.- _ -- .. ^. 1-111._.... - ^..^ _.. v_� ..- 11.11 -._.- -. Inv N .842.54 .. ................ .._....._...__ .. _1111 ..._..._.... ...- ... _.. - 1111. .. -'.. -.._ 111.1.. �- __. ( ) �w . ^.. tnv 842 00 m v 842 00 t ........ -... .._ 1111.. ........ .. ............ . _,. • 11:::1:::1: -., 1111. ,._ , ._ -, 1111 -_- .. ^ :ri,,r.,..,,,. ,_- 1111., .,.,_._,.- , -__. -1111 ..-- ,..,....,_ -.., .. .... .........n _. ... 1111. -, 1111... ,.' "`1111.. ,..- .- 1111.. 1111 -, 1111. ",.- 1111.- ,..,...... -. _1111,, - , -. ,.- 1111 -... ,- ........ -.- ,,.,........... .... 1111... ,.,_- ._- .- ...,,,..,- _... -.,, 111_1.., 111 .. ,. ^., ,..- ..,..,.. 1111. .-. , ' ' ,. 1111._ -. - .,._�.. - -.. .._. - .., ....,_.......- .,- 1111.. �. - � ........... .... -. -.., . . U .. ^1111. -, -. _. -1111. �.,......- 1111. 1111 ^. _ ,_- .,�,�..�_ . -�... ........... .. ' ... -.. - . - ... ' 11.11.::. .. ,.. - , ,., 1111 .� L I,., _... ,., -, 11 -.._ e \ K ! 111_1... ,. - , - .. -. ,. - ......,._- .......,.. _._._................... "... _._._- - ......... _._..- _1.111 ,......_. � �.. _ . 1111.- .....�. _ ...- ,. ^1111 •. - • . -1111 - -, -- . , . , ... v ` ;� 111.1_ _ w . , . _ _ _ , . 4 \ - _ ..- 1111 1111.. -, -.._ . 111_1 .. - 1111 , -_. -.. ,,- / � ; ^.. _..- -1111. ,.,._._ -- _1111,.-- .,..._.,.__._._. _,., ,....,.,. ,_.. ,......_ 111_1... -.. .. J „^ 1111. ,. _. - ... ., ^ 1111 ..- .. 1111, .., ,. - ,.. -.. -- 1111.. 1111 1111.,,_ .,.- ....- . !1.111. - -... 11_11.. - _111.1. „.. ., .." 1111. \\ ...� .........__ 1111 ��h .. . _111__1... __-- __- •1.111.. __..._- 1111. _ , - ..^ _ _1111., .......� � - exist. sanitary mh tr: 846.89 in v(W): 833.50 inv(E): 833.60 inv(S): 834.07 . '. 10" Pvc �� . .I. -� , . -,I- , F \ 1. * " , ­�, - -, I - .1 } `' , \� i s ; I1 5 ' *�- 3 \ • • - 2" �mp I /! I / 5 r :i', r ' 1. i } i I I \ 4 I \ I { \ I \ t { I . s r I I { -E { i. € f 0 I { 0 t I 1. I L { X O { C == � " , 0 12 rcp f N I ;; I , J 3 inv: 840.50 ) { ,;5 ¢ € U N t , °o t { { i I {% i O 04 j 5./, ; I ""o, / ;/ I (n , I Z I /; , { / ¢ i /,;b /' I // J 14 , I I / M �;�' J I ' °` o ¢ / € ! { I € � W € V) t I I t I Z I ¢ I € J i i I a_ I 5 I J 5 € € € t I € (i) I I { z € t I t ¢ I I Of € { p € € p I { N € € O I 9 00 f � I I t I I o O I I ` \ W € € �I J t ; L� I U t z � I ¢ t I L, ; t ¢ € of i I 0 I a- I ¢ € M M I D - I p € 3T W I �? { I ¢ € I I V) I O I I I d)` X3 I I w H ¢ I 0 I I E D I W \ E 5 \- I \ \ I f w 0 - -j i ` � ; ¢ Urn \ , i i N M ; { 00 �__ ~ t O E J 3 t # a_ a_ i , \ \ \ \ \ /' I, ,_, .,, r.• 11 �, zQ I I . \ `� :' \ \-' �'' 1 i : , \ � \ \ � ".. \ ,�` , t,..°\� - �- a .f XI5 _ .% r e t. storm str. \ f 1 i j \ tr: 847.81 \ .. FUTURE BRIDGE 1. \ l / \ / "V_ i ;, r� J inv S .- : 842.12 BY [\ OTHERS ,' 11. ( ) �u L'• / I inv(NW):842.12 \ \ 1. ` v \ ( I :'' exist. sanitary mh \ -,i \ 1. , \ ' \ tr: 847.48 . \ I `'•. \ inv(SW): 835.27 \ \ \ S88 °32' ^� \ ' \ 1. "I I 1. ` -,., \ \1I '1111 i \ �-- - - - - \ \ i \ S \, S \ f ', \ \ �' 1. _ _ _ // inv(NE 842.25 �' \'\; °', Q, / \ \ r __ -_- ... \ \ \ °\ .. I 1, 11 . \ f 1. /� 1 "" exist. storm str. - - - _ _ _ exist. storm str. \�`�. \ I' __- `\' 1 tr: 846.47 1.111_. _ 1..1..11. 10 \ \ % 1�1 11 _.,_�. - pvc '�" tr: 847.44 '`\ . \ / \ ' ,`� \, ,.....- -- t "� - inv N :842.68 . 1b % \ .11-'•11., ` . �_ ;\' ( ) 847 i ,. _...^ ^1111 - 1111 _ " I n 842.30 / _ _1.11.1.- , - - _. , v(N). 1111 _.. -.. •,, \ -1111.1 _ 1111. �`\ ��\ \ ` `1111. _ 1111. r s / \; \. 1. I /I - �s �y \\ \ \ PROPOSED ROAD ,� �- \, \ \ \ (BY OTHERS) - - - / - - - \\. \ , '� 1. _ - ,' .•. \ �, PROPOSED ELLIPTICAL - - �'�'.� �` \ `::. ': \';N :� \ .. / ;1111.- \ , \� ". . 1 i` ° °PIPE (BY OTHERS) �� \ \`4` \\ `\ \ exist. sanitary mh \ ' 'S 84 ° \ \ \\. \\ ,-�` \' ,_ inv(W):834.72 \.\ \\ ,\ \ to . ` \ inv(NE):834.92 \,\. 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' L , � fjfff .._......... 1111. 1111, / / , / l' " //"•`l� , i / /i '/ �'/ i! f LAND DESCRIPTION HEALTH SOUTH ® THE BRIDGES CARMEL, IN 08.17.2011 A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP 17 NORTH, RANGE 3 EAST LOCATED IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA BEING BOUNDED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP 17 NORTH, RANGE 3 EAST; THENCE NORTH 88 DEGREES 57 MINUTES 32 SECONDS EAST (ASSUMED BEARING) 597.64 FEET ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER; THENCE NORTH 1 DEGREE 02 MINUTES 28 SECONDS WEST 396.50 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION: THENCE NORTHERLY 231.95 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS 2,144.53 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 1 DEGREE 20 MINUTES 31 SECONDS EAST 231.84 FEET; THENCE NORTH 0 DEGREES 49 MINUTES 50 SECONDS WEST 275.62 FEET, THENCE NORTH 0 DEGREES 49 MINUTES 37 SECONDS WEST 67.69 FEET; THENCE EASTERLY 34.26 FEET ALONG THE ARC OF A NON- TANGENT CURVE TO THE RIGHT HAVING A RADIUS 39.50 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 70 DEGREES 54 MINUTES 18 SECONDS EAST 33.20 FEET, THENCE SOUTH 84 DEGREES 14 MINUTES 49 SECONDS EAST 206.55 FEET; THENCE EASTERLY 118.52 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS 276.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 83 DEGREES 27 MINUTES 03 SECONDS EAST 117.61 FEET; THENCE EASTERLY 27.70 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS 48.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 87 DEGREES 40 MINUTES 57 SECONDS EAST 27.32 FEET; THENCE SOUTH 40 DEGREES 45 MINUTES 23 SECONDS EAST 184.79 FEET, THENCE SOUTHEASTERLY 262.93 FEET ALONG THE ARC OF A NON- TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 451.12 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 23 DEGREES 58 MINUTES 29 SECONDS EAST 259.22 FEET, THENCE SOUTH 89 DEGREES 55 MINUTES 55 SECONDS WEST 49.06 FEET; THENCE SOUTHWESTERLY 114.61 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS 137.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 65 DEGREES 57 MINUTES 57 SECONDS WEST 111.30 FEET; THENCE SOUTH 41 DEGREES 59 MINUTES 59 SECONDS WEST 164.30 FEET; THENCE SOUTHWESTERLY 89.64 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS 107.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 66 DEGREES 00 MINUTES 00 SECONDS WEST 87.04 FEET, THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 267.30 FEET TO THE POINT OF BEGINNING AND CONTAINING 6.311 ACRES, MORE OR LESS. FLOOD PLAIN STATEMENT THIS LOT DOES NOT LIE WITHIN ANY FLOOD HAZARD ZONE AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY HAMILTON COUNTY, CITY OF CARMEL, COMMUNITY NUMBER 180080 & 180081. PANEL NUMBER 0208F• DATED FEBRUARY 19, 2003, BENCH INFORMATION DATUM - NGVD '29 ASI TBM #40 A CHISLED "X" ON E. BOLT LIGHT POLE - S. OF 116TH STREET N.W. CORNER PARKING LOT FOR BLDG #11590 - LIGHT POLE #122 ELEV - 855.26 ASI TBM #35 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 20'± E. OF CENTERLINE SPRING MILL ROAD, 1100'± N. OF 111TH STREET ELEV - 849.43 ASI TBM #36 A RAILROAD SPIKE IN W. SIDE C.P. #838 -6147, 20'± E. OF CENTERLINE SPRING MILL ROAD, 200'± N. OF CENTERLINE 111TH STREET ELEV - 847.65 ASI TBM #37 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 60'± S. OF CENTERLINE 111TH STREET, ON E. SIDE OF SPRING MILL LANE ELEV - 842.12 NOTES 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PRO PERTY COR NER MONUMENTS DURING CONSTRUCTION. 2• CONTRACTOR TO VERIFY LOCATION. SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. N. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION TION .. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE CE including, ncludin but not limited to, manholes inlets, valves and marks made upon the ground by others AND ARE P S ECULATI VE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - Iz I` 0 E � OMN 0 U ¢ CO co r- i­-U-).:t•o CO N U7 Q 0 r, 2 z Z M 2 Q- J U) L.. VJ W _ 0 J LL N QOo a: a- QM I o Z M coQti ZI,- U-) r\ - M J Lu U Z C W z a V U = W 2 1 . < Cn 1_. 0000 o0p[:]pp CERTIFIED BY O 0 04 Z W A H- PNM qe w N iii 4 Cl.. CV) • =� 0 ' _! �a 0. v Q LAJ ix = a M C Q - >2 CL . X U) O W z - a. �� � < y � am CC L,J a - 44 cc I (5 = 0 - 0 CID L cc as C* .. 0 - J 0 � . 2 �. ® 0 j i,,,,,. = AA1h :E ® 0�a � 1- W Z Q 0 60.2 Z .1 Uj in U) � - .) M . 0 < CD -i ( � W W 0 z n - = J cc _ = -sa .: 0 lam J - lu - .. U 11 08 19 / / 30 60 DRAWN BY: I F_ " SCALE: 1"=30' CHK D BY: L ____ I -_ -.- _____-] EXISTING TOPOGRAPHY LEGEND E-- Guy Wire OT Telephone Manhole Q Lid ® Traffic Handhole O Clean Out ® Traffic Manhole __V- Sign f8 Traffic Pole 0 Test Hole ',qY Fire Hydrant G Bush 'V, Fire Post */ Coniferous Tree ti Hose Bib �j` Sprinkler Control Valve `�; Deciduous Tree ® Water Manhole Z Electric Box wv Water Valve ® Electric Handhole ® Water Meter E Q Electric Meter Electric - t - Buried Telephone Line Manhole Light Pole &te- Overhead Electric Line - e - Buried Electric Line b Power Pole -w- Buried Water Line R Transformer -9- Buried Gas Line Gas Valve tr Top Of Rim Elevation �- Utility Pole inv Invert Elevation �-- Telephone Marker rcp Reinforced Concrete Pipe -ice' Telephone Pedestal pvc Plastic Pipe ® Telephone Handhole cmp Corrugated Metal Pipe LAND DESCRIPTION HEALTH SOUTH ® THE BRIDGES CARMEL, IN 08.17.2011 A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP 17 NORTH, RANGE 3 EAST LOCATED IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA BEING BOUNDED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP 17 NORTH, RANGE 3 EAST; THENCE NORTH 88 DEGREES 57 MINUTES 32 SECONDS EAST (ASSUMED BEARING) 597.64 FEET ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER; THENCE NORTH 1 DEGREE 02 MINUTES 28 SECONDS WEST 396.50 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION: THENCE NORTHERLY 231.95 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS 2,144.53 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 1 DEGREE 20 MINUTES 31 SECONDS EAST 231.84 FEET; THENCE NORTH 0 DEGREES 49 MINUTES 50 SECONDS WEST 275.62 FEET, THENCE NORTH 0 DEGREES 49 MINUTES 37 SECONDS WEST 67.69 FEET; THENCE EASTERLY 34.26 FEET ALONG THE ARC OF A NON- TANGENT CURVE TO THE RIGHT HAVING A RADIUS 39.50 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 70 DEGREES 54 MINUTES 18 SECONDS EAST 33.20 FEET, THENCE SOUTH 84 DEGREES 14 MINUTES 49 SECONDS EAST 206.55 FEET; THENCE EASTERLY 118.52 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS 276.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 83 DEGREES 27 MINUTES 03 SECONDS EAST 117.61 FEET; THENCE EASTERLY 27.70 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS 48.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 87 DEGREES 40 MINUTES 57 SECONDS EAST 27.32 FEET; THENCE SOUTH 40 DEGREES 45 MINUTES 23 SECONDS EAST 184.79 FEET, THENCE SOUTHEASTERLY 262.93 FEET ALONG THE ARC OF A NON- TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 451.12 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 23 DEGREES 58 MINUTES 29 SECONDS EAST 259.22 FEET, THENCE SOUTH 89 DEGREES 55 MINUTES 55 SECONDS WEST 49.06 FEET; THENCE SOUTHWESTERLY 114.61 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS 137.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 65 DEGREES 57 MINUTES 57 SECONDS WEST 111.30 FEET; THENCE SOUTH 41 DEGREES 59 MINUTES 59 SECONDS WEST 164.30 FEET; THENCE SOUTHWESTERLY 89.64 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS 107.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 66 DEGREES 00 MINUTES 00 SECONDS WEST 87.04 FEET, THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 267.30 FEET TO THE POINT OF BEGINNING AND CONTAINING 6.311 ACRES, MORE OR LESS. FLOOD PLAIN STATEMENT THIS LOT DOES NOT LIE WITHIN ANY FLOOD HAZARD ZONE AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY HAMILTON COUNTY, CITY OF CARMEL, COMMUNITY NUMBER 180080 & 180081. PANEL NUMBER 0208F• DATED FEBRUARY 19, 2003, BENCH INFORMATION DATUM - NGVD '29 ASI TBM #40 A CHISLED "X" ON E. BOLT LIGHT POLE - S. OF 116TH STREET N.W. CORNER PARKING LOT FOR BLDG #11590 - LIGHT POLE #122 ELEV - 855.26 ASI TBM #35 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 20'± E. OF CENTERLINE SPRING MILL ROAD, 1100'± N. OF 111TH STREET ELEV - 849.43 ASI TBM #36 A RAILROAD SPIKE IN W. SIDE C.P. #838 -6147, 20'± E. OF CENTERLINE SPRING MILL ROAD, 200'± N. OF CENTERLINE 111TH STREET ELEV - 847.65 ASI TBM #37 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 60'± S. OF CENTERLINE 111TH STREET, ON E. SIDE OF SPRING MILL LANE ELEV - 842.12 NOTES 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PRO PERTY COR NER MONUMENTS DURING CONSTRUCTION. 2• CONTRACTOR TO VERIFY LOCATION. SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. N. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION TION .. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE CE including, ncludin but not limited to, manholes inlets, valves and marks made upon the ground by others AND ARE P S ECULATI VE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - Iz I` 0 E � OMN 0 U ¢ CO co r- i­-U-).:t•o CO N U7 Q 0 r, 2 z Z M 2 Q- J U) L.. VJ W _ 0 J LL N QOo a: a- QM I o Z M coQti ZI,- U-) r\ - M J Lu U Z C W z a V U = W 2 1 . < Cn 1_. 0000 o0p[:]pp CERTIFIED BY O 0 04 Z W A H- PNM qe w N iii 4 Cl.. CV) • =� 0 ' _! �a 0. v Q LAJ ix = a M C Q - >2 CL . X U) O W z - a. �� � < y � am CC L,J a - 44 cc I (5 = 0 - 0 CID L cc as C* .. 0 - J 0 � . 2 �. ® 0 j i,,,,,. = AA1h :E ® 0�a � 1- W Z Q 0 60.2 Z .1 Uj in U) � - .) M . 0 < CD -i ( � W W 0 z n - = J cc _ = -sa .: 0 lam J - lu - .. DATE. 11 08 19 / / DRAWN BY: PED CHK D BY: BNs JOB NO 201100921 REVISIONS 71V TAC 11/01/11 11 SHEET NO . ^Iftl OF 201100921. CE. ADLS. C0101. XTP. d wo F 0 0 a V) 0 0 N O U V5 J U N rn 0 O 0 N z J J 0 ¢ / I- Lv V) z J J U V) 0 z �a 0 0 N rn O o N w J_ LL. 0 z a o' 0 LL- ¢ 0 o' 0 M 0 Ld 0 Ld a Lit F- ¢ �o LEI '-%, T-- ,i; LEI F- J ¢¢ U V) z Eo 0- 0. L_ i i i w I^ ow 00 Ld U U Q M 0•R 54'R \1 190.1'R I 1 i 1 1 1 1 , TIE INTO ACCESS DRIVE € 59.8' CONCRETE CURB (BY OTHERS) 6%kw,44A W a 14 1: NOR 1r, 1111 ON Map 14 1 10 50MI, AN 6, FS 0 IN A5 5'R END URB--/ [/A PROPOSED ELLIPTICAL PIPE (BY OTHERS) \ PROPOSED Rpgp %f \ (BY OTHERS)�- - \ 6' ASPHALT e B \ \ \\ \ PATH B �� w 6' ASPHA `F e \x' \\ LT \ \ \ \ A 24' A PATH F \\\ FOR FUTURE , E WATER FEATURE (BY OTHERS) \ \ \ \\ ►. \ \ \ Wit\ 150.3' 59R G } \\\\ - ;y A a h `� f \ y \' tV� %: ° `::. ..::. y• :::::. ® - SETBACK `�a z P.....f `� r�• \ J .O TYP. 6' ASPHALT �Q `� %� 9, :• \ PATH ..I A- ACCESS DRIVE (BY OTHERS) �. O TYP : F'" ". ��.3 , J ". . •• � •. •. - -.• -• b' `� 3 '4 •F oq' ` ' ' A .a 'ia � � A - � q -• 6 f ., O • r / / i6 ti• - 'K - - TYP. Ijr. M A BICYCLE ` .�. ••; " ;:• -- r. O - I o L I i A � 6 . LOCKERS `w• d ap 285 :�.� .• - - •O . x •... � � e � - / .. : .�h • .:......:::'� - 5Q __ I , tl ;DUMPSTER q t. "� \% AREAIre TYP. q 4.5 R - - - -- o, L C , J a. A n I r�l •9 J A a S.' , . / ::�•- -::: TYP - 9...�::.. DETENTION POND � �,.:••:: -. S TYP. e / (BY OTHERS) . 2 R ® / V e P - ........ .- .......................... 00 A ' A / ., 10 Jq \ r / • i l bo ND CURB J- J/r END CURB A .F / o. l it / .-00 1 /f! 1.0 \ yv�y „44 li l SAS rY V i i i i i i U- 3U" 60" SCALE: 1"=30' PROPOSED SITE LEGEND (60 BEDS) + LIGHT DUTY PAVEMENT EMPLOYEES) HEAVY DUTY PAVEMENT tF F STANDARD PARKING (9x18) 121 CONCRETE 31 ( INCLUDES 4 VAN ACCESSIBLE ) F.° ASPHALT PATH 152 1 END CURB':, goes �T � ACCESS DRIVE (BY OTHERS) �. O TYP : F'" ". ��.3 , J ". . •• � •. •. - -.• -• b' `� 3 '4 •F oq' ` ' ' A .a 'ia � � A - � q -• 6 f ., O • r / / i6 ti• - 'K - - TYP. Ijr. M A BICYCLE ` .�. ••; " ;:• -- r. O - I o L I i A � 6 . LOCKERS `w• d ap 285 :�.� .• - - •O . x •... � � e � - / .. : .�h • .:......:::'� - 5Q __ I , tl ;DUMPSTER q t. "� \% AREAIre TYP. q 4.5 R - - - -- o, L C , J a. A n I r�l •9 J A a S.' , . / ::�•- -::: TYP - 9...�::.. DETENTION POND � �,.:••:: -. S TYP. e / (BY OTHERS) . 2 R ® / V e P - ........ .- .......................... 00 A ' A / ., 10 Jq \ r / • i l bo ND CURB J- J/r END CURB A .F / o. l it / .-00 1 /f! 1.0 \ yv�y „44 li l SAS rY V i i i i i i QA 6" MONOLITHIC CURB QB 2' CONCRETE CURB & GUTTER © COMBINED WALK & CURB Q CONCRETE SIDEWALK Q PARKING BUMPER OF STOP SIGN © 4" SOLID WHITE, PAINT LINE OH 4" SOLID BLUE, PAINT LINE (A.D.A SPACE) OI 24" STOP BAR, WHITE, THERMOPLASTIC OJ ADA PARKING SIGN OK PEDESTRIAN CROSSING © 4" SOLID YELLOW DOUBLE LINE, PAINT OM PIPE BOLLARD O 8" CONCRETE PAVEMENT ® A.D.A. RAMP (TYPE "A ") R1 A.D.A. RAMP (TYPE "G ") ® A.D.A. RAMP (TYPE "H ") ®3 A.D.A. RAMP (TYPE "K ") ® CITY STANDAND TYPE "6" (VA) VAN ACCESSIBLE ® HANDICAP ACCESSIBLE PARKING SPACE SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WIT14IN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF 1:50 & MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. PARKING ANALYSIS U- 3U" 60" SCALE: 1"=30' PROPOSED SITE LEGEND (60 BEDS) + LIGHT DUTY PAVEMENT EMPLOYEES) HEAVY DUTY PAVEMENT 100 STANDARD PARKING (9x18) 121 CONCRETE 31 ( INCLUDES 4 VAN ACCESSIBLE ) F.° ASPHALT PATH QA 6" MONOLITHIC CURB QB 2' CONCRETE CURB & GUTTER © COMBINED WALK & CURB Q CONCRETE SIDEWALK Q PARKING BUMPER OF STOP SIGN © 4" SOLID WHITE, PAINT LINE OH 4" SOLID BLUE, PAINT LINE (A.D.A SPACE) OI 24" STOP BAR, WHITE, THERMOPLASTIC OJ ADA PARKING SIGN OK PEDESTRIAN CROSSING © 4" SOLID YELLOW DOUBLE LINE, PAINT OM PIPE BOLLARD O 8" CONCRETE PAVEMENT ® A.D.A. RAMP (TYPE "A ") R1 A.D.A. RAMP (TYPE "G ") ® A.D.A. RAMP (TYPE "H ") ®3 A.D.A. RAMP (TYPE "K ") ® CITY STANDAND TYPE "6" (VA) VAN ACCESSIBLE ® HANDICAP ACCESSIBLE PARKING SPACE SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WIT14IN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF 1:50 & MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. PARKING ANALYSIS D ATE: TOTAL S.F. _ 46, 800 — REQUIRED RA110 — 1 /BED (60 BEDS) + 1 /EMPLOYEE (40 EMPLOYEES) TOTAL SPACES REQUIRED = 100 STANDARD PARKING (9x18) 121 HANDICAP PARKING PROVIDED 31 ( INCLUDES 4 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 152 NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION ! I THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND — a�0 ztioE [) � ti p� N U �Lo' (n N U� Q ZZch v J ,i � 2 J — Iq =a00 SQL o Z LO Lo Q N E ~ ti 0 z M J LU U �z 0 W z a v U L�Ld Q Ei El o ©000[313 CERTIFIED BY Q 0 Cif LU a (j) C'7 Q � w 04 O a � M J LLI a. LLI � Q w O W 0 �... z C Q m cc W 0 o LLJ 2E 21.4 a-- LU 0 Ld w ca w LU W C Lj- J Q 0 U) Uj REVISIONS 1 TAC 11/01/11 SHEET NO. OF 201100921. CE. AD LS. CO200. SP. d wa D ATE: 0819 / / 11 DRAWN BY: PED CHK D BY: BNS JOB N0. 201100921 REVISIONS 1 TAC 11/01/11 SHEET NO. OF 201100921. CE. AD LS. CO200. SP. d wa I - f ----- - - -___ _ inv: 842.50 1 - - - - inv: 842.00 I a -- - - - -___ I " exist. storm str. - - - I N ► tr: 846.47 PROPOSED WATER - 45 inv(S): 842.54 BY OTHERS _ L_ inv: 842.00 '... exist. storm str. tr: 847.81 inv(S): 842.12 \ \ inv(NW):842.12 \ W .' It inv(N): 842.54 1 1 / I I \\ II ' o " \ \ exist. storm str. ' �oQ I c� _ exist. storm str. N C; V) 1 " ` tr: 846.47 ! \ I - - - tr: 846.50 / exist. storm str. E } f inv(N): 842.68 inv(NE): 842.25 I // tr: 846.38 \ �� \\ F.- \ 1 - 1 ► G'':. w 1 in v: 840.04 I inv: 840.92 tx. 1 I U I L.. I W I t inv: 840.50 1 ' I 12" cmp ' 7 exist. storm str. tr: 844.64 inv(W): 840.60 1 � I ' W I s 1 1 � II • II 1 � � STORM STR #10 W I TR: 845.35 INV(NE): 839.98 I INV(S): 839.98 I i i 3 i i 3 ' ,r r W 'TEMPORARY W FIRE HYD yy _� PER MASS GRADING PLANS Q Lid ® Traffic Handhole CONNECT TO EXISTING STING FIRE HYDRAN 8" SANITARY STUB. AND VALVE 'CONTRACTOR TO ASSEMBLY COORDINATE WITH � 3 C WD 35 PVC � AM Sprinkler Control Valve 8" WATER LINE rr 12 rcp Ix Electric Box wv Water Valve ® Electric Handhole ® Water Meter 3 { i i 3 i i 3 303 LF 01 ® 0.40% So' - STORM STR #11-o" STORM STR #9 INV(SW): 842.15 (1) 45' BEND �-8 WATER LINE d ' A q • a •Q�c. ." / 8 FIRE a FAA / SERVICE d /0+ / 4" GATE 8" TEE F .. / / VALVE / 8" X 4" d: STORM STR #13 Q TR: 844.00 / REDUCER < INV(NE): 838.68 �S so.._ ,o / , / \`X , / , , , <\ inv SW : 842.09 / \� inv(N): 842.09 \••. / �:� XN ffi•.f ` `11�' . exist. storm str. •'�:. ,..`�.• `\\ � \ tr: 847.44. \\° \ \ N • 842 30 \ ' 4 • •{ q d'• dx ,q STORM STR #12 TR: 843.50 INV(SW): 838.81 o 1p �� - rnv( ). \\ \ \\ \\ \ \ ..\ \ \ 'X, �� \\ IX \ X \\ \ \ .. X \\ \\\ \ `\ STORM STR 1 \ \ �'\� �\ \ TR: 844.04 \ \ \\\ \ \ Ns d� I N V(SE): 840.08 N , \ N\ x \\ \ \ \ N L.. O \ ` N STORM STR #2 r TR: 843.99 y0 � . ' 0 s INV(NW): 839.73 INV(NE): 839.73 STORM STR #3 TR: 844.24 01 �° INV ( NW ) :839.56 � INV(SE):839.56 \ ', UNDERDRAINS f STORM STR #4 �sa`p�ti (TYP.) / TR: 844.19 G' INV(NW): 839.26 INV(NE): 839.26 qA. . NOTES• - (2) 2" WATER METERS AND BACKFLOW PREVENTERS , FOR DOMESTIC WATER SERVICE, DOUBLE CHECK ASSEMBLY FOR FIRE PROTECTION TO BE LOCATED q '' INSIDE BUILDING. REFER TO FIRE PROTECTION AND PLUMBING PLANS FOR EXACT LOCATIONS AND FIRE HYDRANT DETAILS /' ,' ASSEMBLY , a Y 'Q'4. 4" DOMESTIC SERVICE PIV " TR: 843.15 ' INV(NE): 838.64 _ INV(N): 839.14 ` I E- Guy Wire QT Telephone Manhole STORM STR #14 Q Lid ® Traffic Handhole TR: 843.81 O Clean Out ® Traffic Manhole INV(NE): 838.49 -� Sign Traffic Pole INV(SE): 838.49 Test Hole Fire Hydrant IN V(N W): 838.49 � J 35 PVC 0 0.40% SLOPE AM Sprinkler Control Valve rr 12 rcp Ix Electric Box wv Water Valve ® Electric Handhole ® Water Meter I { c a� ohm- Overhead Electric Line 1 inv: 840.50 1 Power Pole -w- Buried Water Line IL Ld 1 � I � I•�� c�� 0 V LU o exist. storm str. f -�- Telephone Pedestal pvc Plastic Pipe W 1 tr: 844.33 f J 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 1 � inv(W):840.57 \ 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE LU BEEN INSTALLED. C; O 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) \ IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE \ o IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL .., \ NOTIFY THE ENGINEER IMMEDIATELY. v I 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN \ EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES \ SO AS NOT TO CAUSE DAMAGE. ' \ _ a / SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER ' \ LLj THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. \1% 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. o -`" / FIRE HYDRANT - 0 ASSEMBLY MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE I TIME OF CONSTRUCTION. �\ 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER �\ INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING IV- WATER CONDITIONS. N 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE s E� 1 W 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW ;\ FINISH GRADE ELEVATIONS INDICATED. a I J NNITARY MH HSR #2 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. N Z: 843.62 �i 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. i,\,\ \� 13. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER MANAGEMENT Q V(N):835.30 AND STORMWATER QUALITY ORDINANCES. 1 4. ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER. / V(SE):835.40 } 15. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION w I PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL N I REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN � ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A 1° 1. :f REQUIREMENT ON AS -BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF Q I PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. J I -> I i I I Z I (3) 4" SCHEDULE 40 < I PVC CONDUITS I o , I / 1 O I I % I o I I / I 6i I J � I I Z I I I p I I a I � I � I Q I � I r I M I o , w � I � I w I I a I I � I o I I I I � I � I r-- I w I � I a 0 , F- I I mow° I I � � I I 1 J 1 as o V ~o Z Fr J 303 LF 01 ® 0.40% So' - STORM STR #11-o" STORM STR #9 INV(SW): 842.15 (1) 45' BEND �-8 WATER LINE d ' A q • a •Q�c. ." / 8 FIRE a FAA / SERVICE d /0+ / 4" GATE 8" TEE F .. / / VALVE / 8" X 4" d: STORM STR #13 Q TR: 844.00 / REDUCER < INV(NE): 838.68 �S so.._ ,o / , / \`X , / , , , <\ inv SW : 842.09 / \� inv(N): 842.09 \••. / �:� XN ffi•.f ` `11�' . exist. storm str. •'�:. ,..`�.• `\\ � \ tr: 847.44. \\° \ \ N • 842 30 \ ' 4 • •{ q d'• dx ,q STORM STR #12 TR: 843.50 INV(SW): 838.81 o 1p �� - rnv( ). \\ \ \\ \\ \ \ ..\ \ \ 'X, �� \\ IX \ X \\ \ \ .. X \\ \\\ \ `\ STORM STR 1 \ \ �'\� �\ \ TR: 844.04 \ \ \\\ \ \ Ns d� I N V(SE): 840.08 N , \ N\ x \\ \ \ \ N L.. O \ ` N STORM STR #2 r TR: 843.99 y0 � . ' 0 s INV(NW): 839.73 INV(NE): 839.73 STORM STR #3 TR: 844.24 01 �° INV ( NW ) :839.56 � INV(SE):839.56 \ ', UNDERDRAINS f STORM STR #4 �sa`p�ti (TYP.) / TR: 844.19 G' INV(NW): 839.26 INV(NE): 839.26 qA. . NOTES• - (2) 2" WATER METERS AND BACKFLOW PREVENTERS , FOR DOMESTIC WATER SERVICE, DOUBLE CHECK ASSEMBLY FOR FIRE PROTECTION TO BE LOCATED q '' INSIDE BUILDING. REFER TO FIRE PROTECTION AND PLUMBING PLANS FOR EXACT LOCATIONS AND FIRE HYDRANT DETAILS /' ,' ASSEMBLY , a Y 'Q'4. 4" DOMESTIC SERVICE PIV " TR: 843.15 ' INV(NE): 838.64 _ INV(N): 839.14 ` I E- Guy Wire QT Telephone Manhole STORM STR #14 Q Lid ® Traffic Handhole TR: 843.81 O Clean Out ® Traffic Manhole INV(NE): 838.49 -� Sign Traffic Pole INV(SE): 838.49 Test Hole Fire Hydrant IN V(N W): 838.49 Bush Fire Post 324 LF OF 8" SDR 35 PVC 0 0.40% SLOPE AM Sprinkler Control Valve INV(SW): 838.68 / WATER ENLARGEMENT DETAILa```fO STORM STR #15 / SCALE: 1 " =10' ' TR: 845.00 - �y IN V(SW): 840.49 /. _,0 SAN C.O. .... i O� TR: 845.25 1 , :3,. 9 . !y (2) 45' BENDS d Y: , .: /.. F,Q INV: 839.90 s.. SAN C.O. / so' TR: 845.25 " pia . �/ ../ Q 8" WATER � set '°, : •� a ;•. Ia, 00,9 INV. 839.90 �.Qs.:Q . / . � d LINE � 4 • .0 N q... : V. a _ ��:q q� 1500 GALLON GREASE TRAP OF , 1` 5 .• STORM STR #6 TR: 843.40 INV(NE): 838.75 INV(SW): 838.75 STORM STR #88 TR: 845.46 INV(SE):840.46 � INV(SW): 840.46 POND _ _ � SoORM STR #16 � ��� �� `1: � J \ /l! � � \ �� ••v v: 9� �v rid/ NRM. POOL EL= 837.50 TR: 843.97 100 YR. EL= 842.46 INV(NW):838.18 INV(SE): 838.18 INV(NE): 840.18 STORM STR #20 STORM STR #100 INV(E): 837.50 TR: 842.84 INV(S): 837.50 STORM STR #19 -� TR: 844.00 NR M. INV(E): 838.72 INV(W): 837.54 INV(SE):837.54 ®� STORM STR #18 TR: 844.00 INV(NE): 837.76 " = INV(NW): 837.76 II N II 11 II II 11 J , / / STORM STR #17 TR: 844.00 INV(E): 837.99 INV(W): 838.77 INV(SW): 837.99 INV(NW): 837.99 a ,2 STORM STR #8 TR: 843.53 INV(NE): 838.22 � INV(W):838.22 �#0 If % I(2) 45' BENDS 54 LF OF 8" PVC SDR 35 �40 SANITARY LATERAL ® 1.0i SLOPE SANITARY MH HSR #1 50 LF OF 8" PVC SDR 35 TR: 844.52 SANITARY LATERAL ® 1.0% SLOPE INV(NW): 836.69 /' / .0e 'VIP / _0000 STORM STR #7 ; TR: 843.55 INV(NE): 838.39 INV(SW): 838.39 •, STORM STR # 8D / TR: 844.76 % INV(NE): 839.95 INV(W): 839.95 INV(NE): 839.95 STORM STR #8C TR: 844.76 I N V(N W): 840.07 N,, STORM STR #5 TR: 843.74 INV(NW): 839.09 INV(SW): 839.09 1 , 1 1 , 1 1� 1 1 5 I I � I I I I I• I I I I I 1 I I 1 I F � I BENCH INFORMATION DATUM - NGVD '29 ASI TBM #40 A CHISLED "X" ON E. BOLT LIGHT POLE - S. OF 116TH STREET N.W. CORNER PARKING LOT FOR BLDG #11590 - LIGHT POLE #122 ELEV - 855.26 ASI TBM #35 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 20'± E. OF CENTERLINE SPRING MILL ROAD, 1100'± N. OF 111TH STREET ELEV - 849.43 ASI TBM #36 A RAILROAD SPIKE IN W. SIDE C.P. #838 -6147, 20'± E. OF CENTERLINE SPRING MILL ROAD, 200'± N. OF CENTERLINE 111TH STREET ELEV - 847.65 ASI TBM #37 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 60'± S. OF CENTERLINE 111TH STREET, ON E. SIDE OF SPRING MILL LANE ELEV - 842.12 NOTE REFER TO SHEET C706 FOR STORM STRUCTURE DATA TABLE / NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT I / ; / NOTES: FIRE PROTECTION ENGINEER TO COORDINATE EXACT FDC LOCATION WITH LOCAL FIRE MARSHALL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION -1-1- THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND - OTC ��� a U)NU? a 2 Z Z M R J QLL p cn 0 U) Q� o Z L? 0 Q ti z"' - ti M J W F- U Z O W z Q V U w iE Q CAI 0 opp []p13 CERTIFIE D BY a U- 30• 60' DRAWN BY: SCALE: 1"=30' O EXISTING TOPOGRAPHY LEGEND JOB NO. E- Guy Wire QT Telephone Manhole Q Lid ® Traffic Handhole W O Clean Out ® Traffic Manhole Q -� Sign Traffic Pole Test Hole Fire Hydrant Bush Fire Post i Coniferous Tree y Hose Bib CM AM Sprinkler Control Valve Deciduous Tree ® Water Manhole Ix Electric Box wv Water Valve ® Electric Handhole ® Water Meter El Electric Meter - t - Buried Telephone Line Q Electric Manhole c a� ohm- Overhead Electric Line Q Light Pole - e - Buried Electric Line Power Pole -w- Buried Water Line IL Ld Transformer -9- Buried Gas Line U) Gas Valve tr Top Of Rim Elevation 0 -�- Utility Pole inv Invert Elevation LU -Q- Telephone Marker rcp Reinforced Concrete Pipe M -�- Telephone Pedestal pvc Plastic Pipe ® Telephone Handhole cmp Corrugated Metal Pipe GENERAL UTILITY NOTES J 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. \ Q \ 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE LU BEEN INSTALLED. \ 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) \ IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE \ RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL .., \ NOTIFY THE ENGINEER IMMEDIATELY. 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN \ EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES \ SO AS NOT TO CAUSE DAMAGE. ' \ 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON tu SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER ' \ EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. \1% 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE \ TIME OF CONSTRUCTION. �\ 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER �\ INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. 'st 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE s E� 1 ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW ;\ FINISH GRADE ELEVATIONS INDICATED. '\ 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. �i 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. i,\,\ \� 13. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER MANAGEMENT 1` AND STORMWATER QUALITY ORDINANCES. 1 4. ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER. } 15. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN { ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A 1° 1. :f REQUIREMENT ON AS -BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. BENCH INFORMATION DATUM - NGVD '29 ASI TBM #40 A CHISLED "X" ON E. BOLT LIGHT POLE - S. OF 116TH STREET N.W. CORNER PARKING LOT FOR BLDG #11590 - LIGHT POLE #122 ELEV - 855.26 ASI TBM #35 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 20'± E. OF CENTERLINE SPRING MILL ROAD, 1100'± N. OF 111TH STREET ELEV - 849.43 ASI TBM #36 A RAILROAD SPIKE IN W. SIDE C.P. #838 -6147, 20'± E. OF CENTERLINE SPRING MILL ROAD, 200'± N. OF CENTERLINE 111TH STREET ELEV - 847.65 ASI TBM #37 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 60'± S. OF CENTERLINE 111TH STREET, ON E. SIDE OF SPRING MILL LANE ELEV - 842.12 NOTE REFER TO SHEET C706 FOR STORM STRUCTURE DATA TABLE / NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT I / ; / NOTES: FIRE PROTECTION ENGINEER TO COORDINATE EXACT FDC LOCATION WITH LOCAL FIRE MARSHALL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION -1-1- THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND - OTC ��� a U)NU? a 2 Z Z M R J QLL p cn 0 U) Q� o Z L? 0 Q ti z"' - ti M J W F- U Z O W z Q V U w iE Q CAI 0 opp []p13 CERTIFIE D BY a J O DRAWN BY: Q O BNS JOB NO. N Z W Q H i w CM O L0 M Ix CC J V c a� w Q =ate s IL Ld U) Z 0 LU J M Q LU J J Q � LU � O U) co J 08/19/11 DRAWN BY: Q CHWD BY: BNS JOB NO. 201100921 U) i � W Q s U) Z 0 J M �o LU J Q O U) J tu DATE: 08/19/11 DRAWN BY: PED CHWD BY: BNS JOB NO. 201100921 REVISIONS 1 TAC 11/01/11 • • 201100921. CE. ADLS. C0300. U P. d wg F­­__.__ _,"'If-AN, __. __,_____--­ ..., ........ - ___ __1 I..."," - . \1 I U ,ZP..." �. ", d " V __ .", , "'.. ,.,, \ inv(NW): 842.12 ,.�%%.--, ,. I \ % _", � - �_ '11 .10 inv(N): 842.68 ��/ -C, I \ " ,,,, , I',- " 1\ . \ ^// f+ �� � \ ^// ' ` \ * _ � \ \ .....'X 16 �_ A \ exist. sanitary mh ............ ..... ..... ` ` '-^ --- '- ^ ^ ` FLOOD PLAIN STATEMENT THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON mvloVV;ouo .L/ ~ u 30 60' ,11. PANEL NUMBERS 18057CO208F, DATED \ � ` ` �� \ \ \ \ ' ", == . 1% . `11 \ "I '... '. "...:,._ 11, ; " ,�� -.,, . .\, '11, I .. C. 1. 01, - I— -,.,.-...'.,-.-,--...",------.,,.,"".,,"",- , __`,�,_, - . \ ...., I I * - - : . .. . \ d ,"\ 1% I - , `--____ , - A!" I ". ". , 1 '\ \ 0 ; 1 11 �� I i "', ; "I 0 ,,�, I/ / *0 exist. storm str. , ) " - .\.\ . (9 Water Meter ; I \ ) //\\ 845.50 / TC 844.9 , " ., ."N . .- t.�D , I 0 Electric Manhole t - Buried Telephone Line � : . . . \ / . - I X \.\ ". \ \ V \1 oh­e- Overhead Electric Line ; I . / . X b Power Pole -w- Buried Water Line . - ; / , / / .. , \ --.\\ \, N N / / \ A ;,;1 - \ 11 ; I 11 . / N \ ," -b- Utility Pole inv Invert Elevation 1. t , ; , . t'j / I -,,�, X jEmj < 846.00 I'll .. 1, \ -, , T ; " - - inv: 840.50 I X111 . . , I .. ­01 . N , - '\\\ 1,, \ 11 11 , / X \ V '\ X X, 0P .., ., \ A \ ��, , '1 ; , / \ �� `- �, � , I ,\ / \ . ; It, N�� 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ";. ", ". � 1"" '.. IP ,,, ', ' "', I I \ I ; , \', \\1 \ I '. t ,I 11 \\� STORM STR #2 '. N \ 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ; I , , - � . I . I'll \ \ N,, �� I "111:��/ "'. I " , , \ : , . I ; i 's ".. ", I k I INV(SW): 842-15 \ iC 844.901 " . "... .., % X \\ \\ \ TI TON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD " , , , , , %� " DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD "' , , - , .. - IN" I / .. , ., . � "'. , � " ,,, ". i " I \ _� . - CONDITIONS, THE CONTRACTOR SHALL N011FY THE ENGINEER IMMEDIATELY. ; '. , I 1". � .", , -, -, 1 "/ TC 845.60 , I -, \. \ '. ,\\"\ 11�% \\�1\1\ � 0 . I . . I I . I,, " %.. " \ A 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND , � " 't - I" " -,., . "' . -, , ', . I tt 11 , I / BC 84 \ \ I., // / .. . - ; - ­1A "O %N�x ,�\ ), 1, , . . . .. BC .... , �� , % EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY U LITY CONTRACTORS , . t " I , . . 8 - \ . 1_. \\ % I � �, N v t I , . I ; 84 / ". \ .. .. \, . I I . - 1, ... I 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO : ", I 11 ". I TORM STIR #3 /�,\ "I ! ,\ START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and � I ! I I J : ORM ' TR 10 �Po, X \ \ )) -7, _0 I I � � depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUNDOR ; I ; . 1 x, 0S \ \ I .1 . X V \ \"\\\ ,�, � " \ , OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A 1 1 1 1 TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY NTH GRANULAR e , : - I , \ \ \ . 4", ""�� " - '%,\�, " \'�,,� �� \ 1; �bl �K 4 I, 1. ; I I'll / / 1. I I . ��,\, 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE 6�1 , �� �x t/ .10 , .' .". 1. - X\ S's \ LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR . . - 45.90 I., / I .. ? I %, "' REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE j . � \ 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR " ' , /\ ID , \ N ; \\\,\ ;I ; . I / , . ; 'd ; " I i ! - _l , , TC \ \ %, TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. , I I / TC 845.64 q� N. I IX " ,I­F8_45_._5_0_1 N IN - / BC 845.40 1. "I I. '�� 'A 9 ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. o " / �� / ff,j U. SEE APPROPRIATE DETAILS TO DETERMINE SUB�RADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS ` i INDICATED. ~ / � � 4 | 11' Al STORM �� MATERIALS �O |N��� SHALL CONFORM � �� STANDARDS. o '' / / / C) ' ' / / / r | i 1� INVERTS AT PIPE OUTLETS A� �V� AT END � PIPE �D ��� / / / , ���r Y . / � �T� �N�� � �� ,� / / | �[� « ' � ~ \1�� DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. TC 845.2 u ^ � / i ''`^���^ / \ -- ~^ ��,:� N / \Z/ \1_ ','�.' / / / � ' ~/ � | | , �� { `�` 14` DUE TO SITE CONSTRAINTS, THE SITE WAY OR MAY NOT BALANCE THE CONTRACTOR IS ' � / _____ ,�� / � ` ` \ RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND/OR EXPORTS, j �� � / i -_ / °' -~` �� ^ ' _ i � � r � � � > i | / U U | �� ���\ '/ �� } �&- � � �- ^-@���\�� �� Uu �44 7�L' \ `~ r`� `ik \ �J 1[� THIS LOT DOES NOT LIE WITHIN ANY FLOOD HAZARD ZONE AS SCALED FROM THE FLOOD 1. / ! /' ' ' ' / ' / BC 844. / � / /' ���S / -��zz��� �� i i / l � i | U | / / ` ' // ^ . . � ' � - ' �kT / , � � ~^� �� ^ / | ' xn x 1-11 i� / / � U) �| / / � /� / ; � '.. ... / / I I / ` / / / /| � / { / ~' i � / / / \, | : ~�-------~ 11 // / /� / / / / u���zz�e� 1-11 I ^ � /� � � | / � u�u����^z�^ f ` i� / \` ~/ u��-s���i� | 11 I o /� / / /| / �� / � : : , . I / / � 11 IBC 845.2C �1' - . _/ �~ / � / / �*�� / / \ �T� I 11 / A4 TR: 845.00 / ­___ x" / � � � � =�=.". �� � { . � �� / | ; ' � UC {8�. - ' � /! � / 114 1 844.50 o '/ ' ~ � / cw � / / / �� / | / � � - c� ' � / / / '�` ` ^ / ' - ' - - |m���. - | / ' ` �� i� i > i / i�\! / / i � 8 \ U \ 8 ( / / / / / ) 1/ / /!/� �y`�'' � �" `^' ~�/^`�' ^ ' / `` ' �r / ? 11 TC 844.50 ~ ` \ ~ INSURANCE RATE MAP FOR HAMILTON COUNTY, INDIANA, COMMUNITY HAMILTON COUNTY, BC 844.00 ' \ CITY OF CARMB` COMMUNITY NUMBER PANEL NUMBER 0208F DATED FEBRUARY ' 19, 2003 / ^ 18. THIS PROJECT |3 SUBJECT TO THE CITY OF CARMB�8 8TORMWATER MANAGEMENT AND "I I 8TORMWATER QUALITY ORDINANCES. « 17. ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER, 11 18' THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS, DEVIATIONS FROM THE APPR�VED OE8|�N SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED D� M.E. REPRE8ENTAllVE OF THE CITY OF OARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SMALL BE INCLUDED AS A E REQUIREMENT ON AS-BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE _ �UARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2'5 FPS OR �-- LE8� OR 1O FP3 OR GREATER (AT FULL SHALL REQUIRE AS-BUILT CERTIFICATION AT /*` \ \\ THE ll�E DF CON8TRUCllON, PRIOR TO BACKF|LL|NQ THE PIPE. THE CONTRACTOR |8 INSTRUCTED �� ``~ \ �O A3-BU|LTEACH SECl]ON OF STORM PIPE AS IT |3 BEING INSTALLED TO ENSURE COMPLIANCE == ~~ )�� ' || / \ \| WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL ` LL_ | � � � 1. I 1 ; . . . � I- I - iL6 \ � � M�: ii � , ; � TC 844.8 4 . IBC 8 4 5. 2'r / . - � , -. % ; ; � � ; I : : � � .. ,� \ �33 P .,. . TC 8 1 J . I I " ; 1, I � �_ ,-, '.. � *, " .. , , I .,. .... , I/ . . , , ,j .. _.�,. 40P � I " 11 ; : : � ; � � I" I ", I ; � � , � . \ . . I �. , .4.1 , Pr, RA I TC 8 5.61 // -/'. ____.�..ft"%_*. \ "- \` ... � I / ill : : � ; � . % .. � 1 � j j � � .. 1-1 .1 I" , " \ 1, 1� 11 . . - .11 I, , e__ N BC 8 / . < I I I P11 11 . 11 I ' " 1�� , - __ / ,,/ /. ". .11 .. �: Of ; � I "I , � f � I s ; ; : ; I �, �, \ , . I %.# U_r . T C . 1 30 I ". , /I I - \ . it � /j// 5-: . M ' � : ; � � "I "I I" I I . I I , STO. *, 7 , I TC 845.40 11 // / - / I / '­"�� � ,/ I I ! ; \ _. __ __ - .-,-, " - ,:\, . I / / ; ; � � \ 11 " I " " ; �,__ . _11-1111111.1 .... � . ....... - ...... __7.,:, ­ " _ _ - - .">��\_ / � 11 , ill / , ; � ; .; ; � I _ .... .. __ _ ::_-"--.,_'.,:.­�ST0RhA al . . . . . . __� __�- I I /STORM WATER DETEN11ON POND , '1/1 I I// �� < ` .� ' | ! n � \ c� � / ,� ! � � / _ | / � | i \ - ! / ' / �� � / �� / / `` ~----~-^-~ / ' / / �Y - � > / ! � \ 0 / \ K \ ��==` �� � �����°=��� ����' // I, / / / ,' 11 . ± FLOOD ELEVATIONS, WHICHEVER |8 GREATER, FOR ALL VNNOOV�, _o ���� DOORS, '"E ^^`''`'"`"ES. WINDOW " WELLS, ,"." r""/ "/nEm 11 ``_ � _ ~� [_ 1 DRAINAGE SUMMARY: THE 6.31 ACRE SITE DRAINS THROUGH THE PROPOSED STORM SEWER SYSTEM TO THE AQUASWIRL AND POND (BY OTHERS). THE DISCHARGE IS RESTRICTED BY AN OUTLET STRUCTURE WITH A MINIMUM 6" ORIFICE AND IS CONVEYED TO THE POND LOCATED SOUTH OF THE PROJECT SITE. SITE ACREAGE = 6.31 ACRES OFFSITE ACREAGE CONVEYED THROUGH SITE = 0.00 ACRE5_ 1.89 CES 1.78 CES DETENTION VOLUME REQUIRED = 78,845 FT' DETENTION VOLUME PROVIDED = 78,845 FT 'T BENCH INFORMATION DATUM - NGVD '29 ASI TBM A CM|SLED -X� ON E. BOLT LIGHT POLE - S. OF 116TH STREET 0 N.W. CORNER PARKING LOT FOR BLDG #11500 - LIGHT POLE #122 ELEV - 855.28 A8| TBM #35 A CH|SLED "X° ON W. HEX NUT FIRE HYDRANT FLANGE, 20^± E. OF CENTERLINE SPRING MILL ROAD, 1100`± N. OF 111TH STREET ELEV - 840.43 A8| TBM #38 A RAILROAD SPIKE IN W. SIDE C.P. #838-8147, 20`± E. OF CENTERLINE SPRING MILL ROAD, 200^± N. OF CENTERLINE 111TH STREET ELEV - 847,65 AS| TBM #37 A CH|SLED °%" ON W. HEX NUT FIRE HYDRANT FLANGE, 80'± S. OF CENTERUNE 111TH STREET, ON E. SIDE OF SPRING MILL LANE ELEV - 842,1� NOTES 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY MONUMENTS DURING 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTIU11ES SHOWN ON THIS PLAN AR EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND U11LITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUN ERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE CL Uj ooElo 13 0 0 [:1 El E3 I CERTIFIED BY I CM qr Or- L0 LL_ 4C Ld M �j 4 � 14 cc C4 ju a .J = 0 d2 (0 M .j 1111=111 4X . a IZ 4 � U) im 0 a = Im 0 I.- < 1�- LU Z 4C Lu < t� I= � in 0 Ld D� rn Cl) -., 0 < Cl) .j cr_ � [L = (:) LU L" Z M CC n LL. = =! < lllll� U 0 .; CO) 1� ma CCC tu W . L----------J I I - _.. . . - - __ - - DRAWN BY: PED JOB NO. 1 201100921 REVISIONS & TAC 11/01/11 . ^ 14 10 A-=%, VA I %:9 lwawww ftwftlbmv� __ 0 z V) 0 0 lfi 0 U V1 J Q U N O O O N V) z J a_ V7 J Q w Vn z a J CL J_ J U V) 0 z a 0 0 0) 0 0 L_ U z a o` 0 W O 0 M 0 w 0 w a N I 0 w F- Q 0 r- o r- w '-�' T--- w w J as U N z O <Y J a o_ L_ Al" r r jj JJ ' existing storm str /�,' ; ,; ; " } r - 846.4 7 i '`/ i i / � s.- ✓, •` : , iii e/xis.t € n 9 storm s fir: 8 47 / 1. ; CP "1 //4 t ' r f . J qb J`jffl •- f ♦� A `mssr;y M 303 LF OF 8" SDR 35 PVC— existing son, str, / ♦♦ ® 0.40% SLOPE i /; �f i%. --.... "'.,'.•... ^,.�' ^a te ♦' 41 i •l -`•.. f° M Iles storm ti O ✓' •� .� �� �. f , tr, 844.64 � � /� 1� ......... t�',`y OC �t "` a ,w V ♦♦ / ........... w� �_. , STORM STR #10 —' existing storm szr:-, i t �.. �. f L3� t / 1 / 41 _q 7 Y / , + 'a f 1 t / , 3 f / / 7 ' 1 / / �.. / f / \ , / All '113 A- t J !,s`�' i 11 ��,• ,, y : 4t* STORM STR #9 I N V(SW): 842.15 P PAN E� .ARP ✓ / / / / / �-�, PLO ! J 015 Y SAN C. 0. TYPE 2 Z. SAN C.O. �i \ " TYPE 2 r,A'r j \ SAN C. 0. TYPE 3 { a +5 JJJ \ t STORM STR #8 1 / SANITARY MH HSR #1 TR: 844.52 a INV(NW 836.69 1 STORM STIR #12 Fv )' I ! I! C T S� i / k= ti ♦ r J. �-{•� J, .. O x ('a `5 C V a a ••....• SANITARY MH HSR s TR: 843.62 h t ` INV(N): 835.30 ' -`y INV(SE):835.40 7 ` w e \ "�. '. _ •'"` ,. � "' i '" `" � '`'`' cap `* A ! STORM STR . a •' � . a • y 5 t STORM STR #13 STORM STR #17 STORM STR # 18 T. 8 f 8 STORM ST s � R 19 11 `s # - ___T_.____ ___�w / � STORM STR 16 � r' Soy• ' # r r i, ! /! t i r F ! iI f � 1 ' . / r STORM STR 20 / �: - # Al r 324 LF OF 8 SDR 35 PVC , ; ,; ; ;� ,• ;: ; ;', 1 �';., , N V E O: 83750 . t ®0.40 SLOPE ; •r , F _ .... - -mot'•• i 1 ` t 1 ! i i 8 .f , '3 ,r 0 , / i' 7 i t 1 i J f , s I f i •. f f '�• 1 i , y t 0 t STORM STR 14 , 1 r , r ,r- # - = r s , t 1 t ! / \ ; S .vr ! / 1 / f. f 1 .�� -•-�� STORM STR #11 � - r� � f i Q , t i ii I l t 1 J ! t r } i f F i / 'r•� i / i.. 1 r " / v a , \ 1 r / / i i E , ! ti / , / � i�r J st ! J i i O / 4 _ 1 113 , / f ti i i ♦ '� J' i ! J / , ! LINE — "SN1" SCALE: 1"=30' (HORIZ.) 1 " =5' (VERT.) 860 I— Guy Wire QT Telephone Manhole N Lid ® Traffic Handhole i Clean Out ® Traffic Manhole v Sign ASI TBM #36 V) _ ANN � �F-�� 0(j�_Z 860 Test Hole CENTERLINE SPRING MILL Fire Hydrant STREET (n I W _ U) � � ��'`� Z Ld - �00 (n� -Z Z � 3 �Z� , _ 1 �mm W �- ��0 __i)� _NZ I W 1 -- �- - �� z - Z W �-� - (n �N of 0000 Q 1 W �� W yp` Q F- Q Q 00 0 0 855 ® Water Manhole 7E( Electric Box SON Water Valve J �W_,. t° J � ® 855 E QE Electric Meter Electric Manhole — t — Buried Telephone Line F- (n 00 ------- ------ - - - - -- - - _ ' Z Overhead Electric Line � NZ�. — e — Buried Electric Line LU V 850 —w— Buried Water Line I Transformer —9— Buried Gas Line Gas Valve Top Of Rim Elevation - Utility Pole inv Invert Elevation 850 845 ............................... •••••••.......•••••••-•......••••••••••......... ......................................................... ..... .......-..\ ............. ' ----..................-. ......--- .--- ............ - - - - -- GRANULAR BACKFILL REQ'D. i ....•••-- ............................... ....... .............................. .............................................. ........ ................ - •---- ..- .....•..... - - - -- --- _' - - -- ---.... .........•---- ..............••• ••.......................................................--•--•.........................................•-••........................................... GRANULAR BACKFILL REQ'D. - - - - -- •-- •----- ....................•. ........ ..... ........... .. ................ ........... ...... ........... -• ' - - - -' .......-- ......... ............. ....... ' - -- .................................-•-•-----•---•-----•------------- '-- •-- ................•.... cmp -----'---..........••------'-- .........---------- ...... ...... ........ - -• ... .................... ..................... ..........• '•••-•••• ••- '--- ........................ ----------- •••- ••............... - -•- -----•---........................--•-•-•-'-----................................-- ' 845 �� - I- W z Q W Q w CO) I LLJ ca J o✓ �' 7.17 Z 71 ------------- 840 0 j 840 835 INV: 834.09 J Uj 835 830 GRANULAR BACKFILL REQ'D. 830 COORDINATE CONNECTION TO SANITARY SEWER WITH MASS GRADING AND ROAD 825 CONTRACTOR 303 LF OF 8" SDR 35 PVC @ 0.40% SLOPE 324 LF OF 8" SDR 35 PVC ® 0.40% SLOPE 825 , -------------------- I E E E 820 co O) u7 00 r7 LO d' N LO c0 O Co O to -Q- n n r�' _ r7 •d- ----------------------------- 820 10 +00 11+00 12 +00 13 +00 "i 11j 15 +00 16 +00 W� EXISTING TOPOGRAPHY LEGEND I— Guy Wire QT Telephone Manhole Q Lid ® Traffic Handhole O Clean Out ® Traffic Manhole v Sign ASI TBM #36 Traffic Pole A RAILROAD SPIKE IN Test Hole CENTERLINE SPRING MILL Fire Hydrant STREET Bush ELEV — 847.65 Fire Post ASI TBM #37 Coniferous Tree ti Hose Bib OF CENTERLINE 111TH STREET, ON E. SIDE OF SPRING MILL LANE yp` Sprinkler Control Valve 0 0 Deciduous Tree ® Water Manhole 7E( Electric Box Wv � Water Valve ® Electric Handhole ® Water Meter E QE Electric Meter Electric Manhole — t — Buried Telephone Line Light Pole ohs— Overhead Electric Line — e — Buried Electric Line LU V Power Pole —w— Buried Water Line Transformer —9— Buried Gas Line Gas Valve tr Top Of Rim Elevation - Utility Pole inv Invert Elevation —o— Telephone Marker rcp Reinforced Concrete Pipe -� Telephone Pedestal pvc Plastic Pipe ® Telephone Handhole cmp Corrugated Metal Pipe PROPOSED LEGEND GRANULAR BACKFILL NOTE• NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT BENCH INFORMATION DATUM — NGVD '29 ASI TBM #40 08/19/11 A CHI SLED X ON E. BOLT LIGHT POLE -S. OF 116TH STREET N.W. CORNER PARKING LOT FOR BLDG #11590 — LIGHT POLE #122 ELEV — 855.26 201100921 ASI TBM #35 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 20'± E. OF CENTERLINE SPRING MILL ROAD, 1100'± N. OF 111TH STREET ELEV — 849.43 ASI TBM #36 A RAILROAD SPIKE IN W. SIDE C.P. #838 -6147, 20'± E. OF CENTERLINE SPRING MILL ROAD, 200'± N. OF CENTERLINE 111TH STREET ELEV — 847.65 ~ = M ASI TBM #37 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 60'± S. OF CENTERLINE 111TH STREET, ON E. SIDE OF SPRING MILL LANE ELEV — 842.12 NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND — Z r-- o E LO ti OrnN o �co0 HCL C6 .c V) N L Q Z Z M J D J u_ u� 0 � <� o Z UV) oQr\ C14 ES -tt rl- Z LO M J W H U �z sits Q CL LLI z V U W a all of DATE: 08/19/11 DRAWN BY: PED CERTIFIED BY BNS JOB NO. 201100921 O 0 CM W a I ~ = M w CM 0 LO a a M 0 0 w LLJ 0 0 W 0 LU V 0 CIOQ U) >2 0 - I- W z Q W Q w CO) LLJ ca J o✓ �' W W 0 U) J Uj DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS 1 TAC 1 11/01/11 SHEET NO. OF 201100921 .CE.ADLS.00500.SNPP.dwg F L_ c� 0 a_ H Cn r1i O Ln O U O L0 O U V5 J Lij a U N O O O 0 N z Q J 0_ V) J 0 Q W Ln z Q J a_ J U V) 0 z o' 0 0 N O O 0 N J LL_ z Q CE 0 Ld F_ O 0 M 0 W F_ 0 W a r\ 0 a 0 �o W W J QQ C) U V) z 0 STORM STR #14 { �O � t € STORM STR #16 E STORM STR #20 INV(E): 837.50 O -�x� ti ♦' ' 43.62 ♦♦ I -- STORM STR #19 STORM STR #18 ®.. ' STORM STR #17 € ,�... x.74 % fob 4110100MOM STORM STR #8 f {J STORM STR #5lr; "'Illy r 847, : y I , i A ,i�r Mumma= EXISTING TOPOGRAPHY LEGEND NOTES • i s / Telephone Manhole 1. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER © Lid ® ® Traffic Handhole Traffic MANAGEMENT AND STORMWATER QUALITY ORDINANCES. O Clean Out Manhole qJ1 U Sign Traffic Pole 2. ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER. 0 Test Hole Fire Hydrant 3. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN f {J STORM STR #5lr; "'Illy r 847, : y I , i A ,i�r Mumma= NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE — INDIANA UNDERGROUND — NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. BENCH INFORMATION DATUM — NGVD '29 ASI TBM #40 A CHISLED "X" ON E. BOLT LIGHT POLE — S. OF 116TH STREET N.W. CORNER PARKING LOT FOR BLDG #11590 — LIGHT POLE #122 ELEV — 855.26 ASI TBM #35 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 20'± E. OF CENTERLINE SPRING MILL ROAD, 1100'± N. OF 111TH STREET ELEV — 849.43 ASI TBM #36 A RAILROAD SPIKE IN W. SIDE C.P. #838 -6147, 20'± E. OF CENTERLINE SPRING MILL ROAD, 200'± N. OF CENTERLINE 111TH STREET ELEV — 847.65 ASI TBM #37 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 60'± S. OF CENTERLINE 111TH STREET, ON E. SIDE OF SPRING MILL LANE ELEV — 842.12 LINE "S TM — SCALE: 1 " =30' (HORIZ. 1 " =5' (VERY.) O € 860 N 0 Z `r t\ M rn °° N N r. , °' °' - � Ln Ln - 0 p .� _ `° c° '� - LO Ln `� - _ co N r, tor\ -�Lnr -a?��� -00N� =o6 c �c6 _viQi _viN �� rtero OQi _0 860 (nO�'`) �N0_ao t\ M �OO oo M r7 ��t� orn �O t`r) o'K) �O)� r7 �� n n HOd''CO 000 �000_P`� �- 00 N n 00 M r7 a0 00 00 I- - 0 - M co ~ rn CO n N Ln 00 00 CO �- O i1 + O co 00 ^ V) + O pp 00 ^ � � + � ^ 00 pip (n om+. In ' � CO � (n om+ �t co CO � -� � � � (n �. � CO � � - � � � -I- O ` i; ^ €E � � 0 - 00 �.--v �� - i��W ��,.4- i��� -dam- W� �NM`W :2 Uj I ��� -� � --m LO W �� -Z ( ��t_� W € �� i2 W�(nZ Z�W > 0 CO ���� 00 -��� W r pip Z W of �t Z (n 00_�� �- 00_�� Q > j Q �� mot - (n(nz OQ > > > OQ > > > > OQ > > > OQ :j j OQ� `.`. OQ > > OQ > > ~ ~� Z Z I—I—� > > OQ°.0 �I-�- �I-�- �I-af f-H� i_�O > > �f--� Z Z ~ ~� Z Z (n (n I- - - (ntnF- Z Z �.�� > 855 (n (n F- z z z (n cn z z z z (n (n E- z z z (n cn t-- z z (n W E- z z (n cn E--- _ _ (n (n I-- _ _ cn cn I--- ? E 855 I ------------------ ---- -- ----------------------- ------------------------- 850 - --- - - - - -- - - - -- - - - - -- -- - - - - -- -------- - - - - -- -- - 1 850 EXISTING GROUND PROPOSED GROUND E E I 845 E I 845 _ _ - ---- ------ j - \ E ,� ... � - _ /," T - 840 -- 840 Li GRANULAR BACKFILL 835 — € 835 114 LF OF 21" RCP ®0.20 SLOPE------- 6 LF OF 21" RCP ®0.20 SLOP 104 LF OF 18 RCP ®0.35 SLOPE 116 LF OF 18 RCP @ 0.30 SLOPE­f - -- '-- --- - -- 6 LF OF 15 RCP ®0.35 SLOP 100 LF OF 12 RCP ®0.35' SLOPE' -- I 830 830 22 LF OF 36" RCP=/ 18 LF OF 30" RCP € ® 0.17% SLOPE ® 0.25% SLOPE 56 LF OF 18" RC �_ 57 LF OF 15" RCP ® 0.30% SLOPE ® 0.30% SLOPE 825 - - € 825 E O N f- 01 Ln CO I Cn N N M to Ln It 00 r_ N Ln O O) - '� N N M ►7 ►`� d' N N N d- N I 00 00 CO 00 00 00 b 5- M Est c} �d- W d- �t 14- 4- 820 820 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 Ir Oro 0 0 � a (l�N0 Q z Z M v J � W U b 0 :5 u� 0- co U) Q Lo O Z U) Q I� ~ Z LO co J W I- U z z O CL W z ¢ U L�w 000 op01:]po CERTIFIED BY O O N W Q U) � c N ® L0 L9 .. CL ch C 00�� C) ® � Q w O LU cr) a -- O co ca O O � W � W Q ® 0 4z u) .J 5 W LLU O M CC -� a U) J Q L�! EXISTING TOPOGRAPHY LEGEND NOTES • F-- Guy Wire QT Telephone Manhole 1. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER © Lid ® ® Traffic Handhole Traffic MANAGEMENT AND STORMWATER QUALITY ORDINANCES. O Clean Out Manhole U Sign Traffic Pole 2. ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER. 0 Test Hole Fire Hydrant 3. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN Bush Fire Post SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL Coniferous Tree Hose Bib APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED y� Sprinkler Control DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR a Deciduous Tree Cf Valve DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD ® Water Manhole APPROVAL FROM THE DESIGNATED REPRESENTATIVE OF THE CITY OF 7E( Electric Box Wv Water Valve CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN Electric Handhole ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE Water Meter INCLUDED AS A REQUIREMENT ON AS —BUILT RECORD DRAWINGS 10 (E) Electric Meter Electric Manhole — t — Buried Telephone Line SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED oYte— Overhead Electric Line DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR Light Pole —e— Buried Electric Line LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE Power Pole —w— Buried Water Line AS —BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO Transformer —9— Buried Gas Line BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS —BUILT Gas Valve tr Top Of Rim Elevation EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE} COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY Utility Pole inv Invert Elevation OF CARMEL. �— Telephone Marker rc P Reinforced Concrete Pi P e Telephone Pedestal pvc Plastic Pipe ® Telephone Handhole cmp Corrugated Metal Pipe NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE — INDIANA UNDERGROUND — NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. BENCH INFORMATION DATUM — NGVD '29 ASI TBM #40 A CHISLED "X" ON E. BOLT LIGHT POLE — S. OF 116TH STREET N.W. CORNER PARKING LOT FOR BLDG #11590 — LIGHT POLE #122 ELEV — 855.26 ASI TBM #35 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 20'± E. OF CENTERLINE SPRING MILL ROAD, 1100'± N. OF 111TH STREET ELEV — 849.43 ASI TBM #36 A RAILROAD SPIKE IN W. SIDE C.P. #838 -6147, 20'± E. OF CENTERLINE SPRING MILL ROAD, 200'± N. OF CENTERLINE 111TH STREET ELEV — 847.65 ASI TBM #37 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 60'± S. OF CENTERLINE 111TH STREET, ON E. SIDE OF SPRING MILL LANE ELEV — 842.12 LINE "S TM — SCALE: 1 " =30' (HORIZ. 1 " =5' (VERY.) O € 860 N 0 Z `r t\ M rn °° N N r. , °' °' - � Ln Ln - 0 p .� _ `° c° '� - LO Ln `� - _ co N r, tor\ -�Lnr -a?��� -00N� =o6 c �c6 _viQi _viN �� rtero OQi _0 860 (nO�'`) �N0_ao t\ M �OO oo M r7 ��t� orn �O t`r) o'K) �O)� r7 �� n n HOd''CO 000 �000_P`� �- 00 N n 00 M r7 a0 00 00 I- - 0 - M co ~ rn CO n N Ln 00 00 CO �- O i1 + O co 00 ^ V) + O pp 00 ^ � � + � ^ 00 pip (n om+. In ' � CO � (n om+ �t co CO � -� � � � (n �. � CO � � - � � � -I- O ` i; ^ €E � � 0 - 00 �.--v �� - i��W ��,.4- i��� -dam- W� �NM`W :2 Uj I ��� -� � --m LO W �� -Z ( ��t_� W € �� i2 W�(nZ Z�W > 0 CO ���� 00 -��� W r pip Z W of �t Z (n 00_�� �- 00_�� Q > j Q �� mot - (n(nz OQ > > > OQ > > > > OQ > > > OQ :j j OQ� `.`. OQ > > OQ > > ~ ~� Z Z I—I—� > > OQ°.0 �I-�- �I-�- �I-af f-H� i_�O > > �f--� Z Z ~ ~� Z Z (n (n I- - - (ntnF- Z Z �.�� > 855 (n (n F- z z z (n cn z z z z (n (n E- z z z (n cn t-- z z (n W E- z z (n cn E--- _ _ (n (n I-- _ _ cn cn I--- ? E 855 I ------------------ ---- -- ----------------------- ------------------------- 850 - --- - - - - -- - - - -- - - - - -- -- - - - - -- -------- - - - - -- -- - 1 850 EXISTING GROUND PROPOSED GROUND E E I 845 E I 845 _ _ - ---- ------ j - \ E ,� ... � - _ /," T - 840 -- 840 Li GRANULAR BACKFILL 835 — € 835 114 LF OF 21" RCP ®0.20 SLOPE------- 6 LF OF 21" RCP ®0.20 SLOP 104 LF OF 18 RCP ®0.35 SLOPE 116 LF OF 18 RCP @ 0.30 SLOPE­f - -- '-- --- - -- 6 LF OF 15 RCP ®0.35 SLOP 100 LF OF 12 RCP ®0.35' SLOPE' -- I 830 830 22 LF OF 36" RCP=/ 18 LF OF 30" RCP € ® 0.17% SLOPE ® 0.25% SLOPE 56 LF OF 18" RC �_ 57 LF OF 15" RCP ® 0.30% SLOPE ® 0.30% SLOPE 825 - - € 825 E O N f- 01 Ln CO I Cn N N M to Ln It 00 r_ N Ln O O) - '� N N M ►7 ►`� d' N N N d- N I 00 00 CO 00 00 00 b 5- M Est c} �d- W d- �t 14- 4- 820 820 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 Ir Oro 0 0 � a (l�N0 Q z Z M v J � W U b 0 :5 u� 0- co U) Q Lo O Z U) Q I� ~ Z LO co J W I- U z z O CL W z ¢ U L�w 000 op01:]po CERTIFIED BY O O N W Q U) � c N ® L0 L9 .. CL ch C 00�� C) ® � Q w O LU cr) a -- O co ca O O � W � W Q ® 0 4z u) .J 5 W LLU O M CC -� a U) J Q L�! REVISIONS 1 TAC 11/01/11 SHEET NO. ^ r-= OF 201100921 .CE.ADLS.00501- C0503.STMPP.dwg DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS 1 TAC 11/01/11 SHEET NO. ^ r-= OF 201100921 .CE.ADLS.00501- C0503.STMPP.dwg 0 a V) Ki O Ln O U 0 Ln O U Ui J 0 Q w U N O O O_ 0 N z Q J IZ 1) J 0 1- W U) z a J d J_ U U) 0 z Q 0 0 N O O O 1 0 N w J 0 z Q 0 w F_ F_ O 0 0 w F- o w a 6 I 0 w a 0 �o �w ww aQ C) U U) zo J [1. 11 L_ ' f STORM STR #20 STORM STR 19 "t ;,� _............ SCALE 1 =�0 # -; I N V ): 837.50 r (E • .- \ <, ; . STORM STR 1 # ` $ _ \ ` \ ;' STORM Sim r _..._- �,�.,___ --0(�0%� STORM .. M STR #16 � �` M! / / r - ... ... -- . „........ . -.. > >, ..... ...... .. .... _ -� STORM STR 11 .. ' — # `� `\ ... LINE - ...... _... 20 +00 .... n �+€i0 -- 013 �E/ € \ I F7 / / / \ I *` STR #s n f I ... , �� f it 83M Od /30Nb'N31N1`dW , i f f iMaS 'ucS JaMaS 'aDS %JaMaS •ucS M ll�, M M E JAMOS •ucS . 23 M x / 00 rN \ ,\ no ` tt o 3 Q •� / ` \\ ` T 1 21 c o If' nw- U 9 -- 1 - C ♦ X) A . STORM STR #13-39 35 PVC 1E _....... -. r. f CD \ v v. 1 vim vwy <. - o N n �� x Pi�TIENT NOISNVdX3 3�jni 13 TRANSFER SANITARY MH HSR #2 \ TR: 843.62 ' • ` 4-- INV(N):835.30 111V(SE): 835.40 ` 15u- •1 STORM STR #10\ 0% 20 +00 21+00 22 +00 23 +00 24 +00 To NOTES: 1. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCES. 2. ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER. 3. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS —BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS —BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS —BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. EXISTING TOPOGRAPHY LEGEND i- Guy Wire QT Telephone Manhole © Lid ® Traffic Handhole O Clean Out ® Traffic Manhole �— Sign {8 Traffic Pole ,E� Test Hole Fire Hydrant Bush i Fire Post I Coniferous Tree ye Hose Bib > yp` Sprinkler Control Valve 850 Deciduous Tree ® Water Manhole �E( Electric Box wv Water Valve ® Electric Handhole Water Meter m 0 Electric Meter Electric Manhole — t — Buried Telephone Line 3 ohe— Overhead Electric Line Light Pole — e — Buried Electric Line [t] Power Pole —w— Buried Water Line 840 Transformer —9— Buried Gas Line Gas Valve tr Top Of Rim Elevation -� Utility Pole inv Invert Elevation —T Telephone Marker rcp Reinforced Concrete Pipe - -- _ GRANULAR Telephone Pedestal pvc Plastic Pipe (9 Telephone Handhole cmp Corrugated Metal Pipe Z. 7.) NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. LINE � � STIVI-3 � �SCALE: 1 " =30' (HORIZ.) 1” =5' (VERT.) 860 DATE: w 860 PED _ co 00 00 - 17 .- �- CO 0 00 � _ Q p vi- 3: w w z cn z Q .. a)- .�.�.., <. > >> cn z z z o0 w z W Ld 00 I T_ I �(pO o ! cn ® 0.40% SLOPE 855 _�0�_� 855 ° cn { 3 7 a . 1 1 i 0 I 850 > 850 EXISTING GROUND r PROPOSED GROUND 845 5 f :rte- -------------- -..... _... W—... --__ _ ` . y0%% � 3 a E 3 1 840 ! 840 /r 7. 835 - -- _ GRANULAR BACKFILL 835 E LINE "STM —St .a 830 830 825 STORM STR #16 - y v 1 ¢ ^ ° Q t o M 820 f \ �> P• q •., \. , r; o K ' ° V. STORM STR 15 S, \ STORM STR #20 � INV(E): 837.50 :::::. SANITARY MH HSR #1 TR:844.52 INV(NW): 836.69 - - - - - -- -- -- =j '`•3; 0= STORM STR #19 \ T�\ Tc LINE � � STIVI-3 � �SCALE: 1 " =30' (HORIZ.) 1” =5' (VERT.) 860 DATE: w 860 PED _ co 00 00 - 17 .- �- CO 0 00 � _ Q p vi- 3: w w z cn z Q .. a)- .�.�.., <. > >> cn z z z o0 w z W Ld 00 I T_ I �(pO o ! cn -0) -0000 cn � -.� <. > cn � z 855 _�0�_� 855 ° cn 3 850 850 EXISTING GROUND r PROPOSED GROUND 845 845 3 3 1 840 ! 840 835 - -- _ GRANULAR BACKFILL 835 830 830 825 64 LF OF 12" RCP ® 0.49% SLOPE I 825 00 rn o •- 820 00 820 30 +00 CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND — BENCH INFORMATION DATUM — NGVD '29 ASI TBM #40 A CHISLED "X" ON E. BOLT LIGHT POLE — S. OF 116TH STREET N.W. CORNER PARKING LOT FOR BLDG #11590 — LIGHT POLE #122 ELEV — 855.26 ASI TBM #35 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 20'± E. OF CENTERLINE SPRING MILL ROAD, 1100'± N. OF 111TH STREET ELEV — 849.43 ASI TBM #36 A RAILROAD SPIKE IN W. SIDE C.P. #838 -6147, 20'± E. OF CENTERLINE SPRING MILL ROAD, 200'± N. OF CENTERLINE 111TH STREET ELEV — 847.65 ASI TBM #37 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 60'± S. OF CENTERLINE 111TH STREET, ON E. SIDE OF SPRING MILL LANE ELEV — 842.12 I IIIIIIIIulIll1111u11' llUlglIII 'I! Jill, III ill Ill I Ill 11111' 111111111! Jill 11111 .11,111Itllll !III Ill 11 Jill, Ill 111 zoo E M N O I-LLn� o (n C *4 Q 0 � ~ L_ Z c h U J Z W Qom _0- ° cnQ0 C) Z u? (0 Qr LO Z T_ M J W t— _ � U �Z O W z Qv U CWC L Q ®0110 [3Q0[:][113 CERTIFIED BY O O CM W O o ~ (j) CO CM p Q L0 o ®c � � J p Q V m w Uj 0 In. p LU lJ Q m L 4 CV) � O O FL LLI U) O LLI As Mh Q L 2E c � H z C/) -� w 0 Q to J LU Cr. J Q � "j a— O ca J Q 201100921 .CE.ADLS.00501— C0503.STMPP.dwg DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 201100921 .CE.ADLS.00501— C0503.STMPP.dwg F c� 0 aL N 0 0 U I 0 0 U Vi J Q U N O O 0 N N z Q J a_ V) J D Q / W V) Z a J o_ J_ U U) CD z a 0 0 N O) O 0 N w _J V_ U z Q o' 0 r w O 0 C1. 0 w F_ 0 w Q I O Uj Q 0 r w '�,,V- ww � J Qa 0 U z O E J CL a- L- f �m STORM STIR #14 € / � f E { { i t { } } € \ 0 E 3 f € c STORM STIR #13 X rn ! rn X D (n -STORM STIR #12 + 8 3- 66 \ +844.29 0 324 LF OF 8" SDR 35 PVC /e ® 0.40% SLOPE / / / / f / ------------------ - .- ...- ...- .. LINE "STM -4" D z SCALE: 1"=30' (HORIZ.) 1 " =5' (VERT.) 860 I— � U N N N -°° rn� rn LO -°° 0 -co N �- -� O �- O -� to M -P- q-(0-to n ff)A -�oO �o�_w�;w-�o -.z LLJ zW� z� Q . »> F- »> o g > -z z z_v~icV) Z z zmmU)V)z QT z_ J a' 00 M � co CO � ��O - co CO O ° �- w o- .. z � OQ�» c~nv~i� -z z I '- _ � ��O CO o- . . - - OQC> �c~n� -? 860 w � � � � � � _00 00 00 — >- W00� 000 r7 CO GO Co ° w w - -- z �- �- z z Q V) V) z z z -- 00 855 855 �O- ��00 o cici 855 —� Sign -8 850 ASI TBM #36 Test Hole 850 Fire Hydrant CENTERLINE SPRING MILL _ 850 845 EXISTING GROUND EXISTING GROUND ASI TBM #37 PROPOSED GROUND PROPOSED GROUND I 845 840 ® Water Manhole - - --- --- - - - - -- Electric Box 840 Water Valve 840 Electric Handhole ® Water Meter 840 Electric Meter —t — Buried Telephone Line GRANULAR BACKFILL 835 Overhead Electric Line - - - - -- ---------------------- - - - - -- -- -- - - Light Pole —e — - 835 Power Pole —w— 835 GRANULAR BACKFILL_-_ Transformer 835 Buried Gas Line 103 LF OF 12" RCP Gas Valve tr Top Of Rim Elevation 830 46 LF OF 12" RCP 24 LF OF 12" RCP ------------------------------------ ® 0.50% SLOPE ® 0.50% SLOPE 830 Invert Elevation —T Telephone Marker rcp Reinforced Concrete Pipe -0- Telephone Pedestal pvc 830 ® 825 cmp --- - - - - -- --- ---- -- --------------- ----- - - - - - -- 830 820 77 LF OF 24" RCP ® 0.25% SLOPE • 65 LF OF 24" HDPE ® 0.20% SLOPE to N - - - - -- - -- � `n - - co 00 M � -� - - -- - ,-��_�-.-_..- -�.. � -- - - -- - - - -- �---- -- - 825 820 825 820 00 N 14- rej O ►'7 � � ► 7 � � 00 � 820 39 +50 40 +00 41+00 42 +00 NOTES: 1. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCES. 2. ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER. 3. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS -BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SEC11ON OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. #15 0/ F° r / r 0 STORM STIR #7 " • ;' /, i•• , , �J ALINE "STM -5" •` ........... . .... .. 01, 00P do I000010 R #17 • \.,•'+� � �� ice® f 1 / . STORM STIR #8C , d` , STORM STIR #8 - STORM STIR #8D i' S , i ! y / ! 40 ! / ! • > > > > SCALE: 1"=30' (HORIZ.) LINE STM — 5 1 " =5' (VERT.) 860 I— � U N N N -°° rn� rn LO -°° 0 -co N �- -� O �- O -� to M -P- q-(0-to n ff)A -�oO �o�_w�;w-�o -.z LLJ zW� z� Q . »> F- »> o g > -z z z_v~icV) Z z zmmU)V)z QT 860 00 855 X0to Traffic Handhole 855 Clean Out �O- ��00 o cici Traffic Manhole —� Sign -8 Traffic Pole ASI TBM #36 Test Hole 850 Fire Hydrant CENTERLINE SPRING MILL _ 850 850 845 EXISTING GROUND ASI TBM #37 PROPOSED GROUND 845 845 Sprinkler Control Valve ELEV — 842.12 Deciduous Tree ® Water Manhole - - --- --- - - - - -- Electric Box 840 Water Valve ® Electric Handhole ® Water Meter 840 Electric Meter —t — Buried Telephone Line GRANULAR BACKFILL ohte— Overhead Electric Line - - - - -- ---------------------- - - - - -- -- -- - - Light Pole —e — Buried Electric Line 835 Power Pole —w— Buried Water Line 1 Transformer 835 Buried Gas Line 103 LF OF 12" RCP Gas Valve tr Top Of Rim Elevation 830 46 LF OF 12" RCP 24 LF OF 12" RCP ------------------------------------ ® 0.50% SLOPE ® 0.50% SLOPE 830 Invert Elevation —T Telephone Marker rcp Reinforced Concrete Pipe -0- Telephone Pedestal pvc Plastic Pipe ® 825 cmp --- - - - - -- --- ---- -- --------------- ----- - - - - - -- 825 820 • 820 to N - - - - -- - -- � `n - - co 00 M � -� - - -- - ,-��_�-.-_..- -�.. � -- - - -- - - - -- �---- -- - 820 50 +00 EXISTING TOPOGRAPHY LEGEND I— Guy Wire QT Telephone Manhole © Lid 8 Traffic Handhole O Clean Out ® Traffic Manhole —� Sign -8 Traffic Pole ASI TBM #36 Test Hole A RAILROAD SPIKE IN Fire Hydrant CENTERLINE SPRING MILL Bush 850 Fire Post ELEV — 847.65 Coniferous Tree ASI TBM #37 Hose Bib 850 845 EXISTING GROUND Sprinkler Control Valve ELEV — 842.12 Deciduous Tree ® Water Manhole �Q Electric Box wv Water Valve ® Electric Handhole ® Water Meter m Electric Meter —t — Buried Telephone Line Electric Manhole ohte— Overhead Electric Line - - - - -- ---------------------- - - - - -- -- -- - - Light Pole —e — Buried Electric Line Power Pole —w— Buried Water Line 1 Transformer —9— Buried Gas Line 103 LF OF 12" RCP Gas Valve tr Top Of Rim Elevation Utility Pole inv Invert Elevation —T Telephone Marker rcp Reinforced Concrete Pipe -0- Telephone Pedestal pvc Plastic Pipe ® Telephone Handhole cmp Corrugated Metal Pipe 51+00 NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. • W LINE ' STM 6' j STORM STIR #7 ...... w +00' STORM STIR #6•', l ,# STORM STIR #8 60 +00 ••• 61 +00 STORM STIR #813 , - ®� STORM STIR #8C ® - ... . - STORM STIR #8D �a ® ........... .- ..- -..- '- --- m." STORM STIR #8A =�- - ��m ®� ® ®a ®gym -_ " •. \ -------------------- a Z Y 4 ' loe .f `mod /.s' .• � .. .. ,.....- .._.•... •.... � ,. // .•/ •,(•jo i LINE "STM -6" SCALE: 1"=30' (HORIZ.) 1 " =5' (VERT.) 60 +00 CAUTION JAL THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - 61+00 BENCH INFORMATION DATUM — NGVD '29 ASI TBM #40 PED A CHISLED "X" ON E. BOLT LIGHT POLE — S. OF 116TH STREET CAD 860 000 - o �- -O -W + r ^ v W > � � Z } , -.. co - LO - �0c0 -� CO (�- -�cp -� + �+ .. cn d- . . ���-w ��- ��Ln or- U) V) - c0�z oa0°v`�� oa°•° -`-' >> > _ V) IV)) z z (f) U') 860 855 �0c0 cn 855 W� 4o -C°00z oa00 V) ELEV — 849.43 ASI TBM #36 A RAILROAD SPIKE IN W. SIDE C.P. #838 -6147, 20'± E. OF CENTERLINE SPRING MILL ROAD, 200'± N. OF CENTERLINE 111TH 850 ELEV — 847.65 ASI TBM #37 850 845 EXISTING GROUND PROPOSED GROUND ELEV — 842.12 845 840 840 - - - - - -- - -- - - - -- - - - - -- - - - ---- - - - - -- - - - - -- ---------------------- - - - - -- -- -- - - - - - - -- GRANULAR -��__. BACKFILL 835 1 835 830 103 LF OF 12" RCP ® 0.50% SLOPE 25 LF OF 12" RCP ® 0.52% SLOPE 830 825 825 820 • t 820 60 +00 CAUTION JAL THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - 61+00 BENCH INFORMATION DATUM — NGVD '29 ASI TBM #40 PED A CHISLED "X" ON E. BOLT LIGHT POLE — S. OF 116TH STREET CAD N.W. CORNER PARKING LOT FOR BLDG #11590 — LIGHT POLE #122 ELEV — 855.26 ASI TBM #35 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 20'± E. OF CENTERLINE SPRING MILL ROAD, 1100'± N. OF 111TH STREET ELEV — 849.43 ASI TBM #36 A RAILROAD SPIKE IN W. SIDE C.P. #838 -6147, 20'± E. OF CENTERLINE SPRING MILL ROAD, 200'± N. OF CENTERLINE 111TH STREET ELEV — 847.65 ASI TBM #37 A CHISLED "X" ON W. HEX NUT FIRE HYDRANT FLANGE, 60'± S. OF CENTERLINE 111TH STREET, ON E. SIDE OF SPRING MILL LANE ELEV — 842.12 Z ti O ti E � O0) N o HU)It c (n U? p C\1 - Z Z CO U J W C 0 :1 LL N =ate U) QLo O z LO (D ¢ti C14O oL z M J W I— U Z O W z ¢� CAI U w Q 0000 1 0 E� CERTIFIED BY 0 O N � LLS Q H ~ (� CO Q � N Q LO co o CC 0 J w O LL 0 ® oc �cc 0 Q Q ~W�'i Q cc � I. Aftwod F_ LU LLI O o�cnj _ w LU IM - J O J Uj REVISIONS 1 TAC 11/01/11 SHEET NO. 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NOTES� }Fr, ;� CrA . 4t. . + . . . . . . .. . . . . . . t. .:... .'�t� r . • 1. TEMPORARY SEED REQUIRED IN ANY AREAS % .� . . • • c� r x' „� �'. . • . LEFT DORMANT FOR LONGER THAN 14 DAYS / •\ . . • • . t • .�... +.. ••� No ,it 2. 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CATCH ALL INLET U) co 00 ' SF r v V Q - O X F_ r r- Ld BLANKET r W W W W ww � J TEMPORARY SEEDING QQ 0 U V) ENTRANCE F- F- B Z 0 f; , 1. `," % % / / / % % % %;� %%% SOIL BOUNDARY o_ a. 000 L_ e X } /i� • • • • • • • • • • •� • • • • • • • T • • q` • • • • • • w • • • a • ♦ a • • • • ♦ • ♦ • • • • • • • / arc/ j / . . . . . . . . . . . . g g B r . . . . 1 • + + • • r ( mow-' • + "f16% j • + 900** **9g*go** • . +• 0. + ♦ ♦ • • � 4 . . . 0 W g 4, 4, go. e g 9 e ok, 0 0 0 9 0 0 0 0 of 0 0 0 0 0 0 0 *go 0 0 0 0 9 0 0 . . 0 0 0 0 N . . . i 0 0 0 0 g g * * g . . . . . . . . . . e g e g 0 C5 g 4, 4, 4, 0, g Sf d • ♦ • ♦ • ♦ • + ♦ • • • • • • • • ri /j�'► • ♦ • • • `• + • • • • ♦ • ♦ a• �D' • • • /,♦ ♦ r° ^• ♦ • • • • • ♦ • ♦ ♦ • • by • • • • L• f ♦ • • • + ♦ ♦ • •a1 ' • • • ♦ • • • • • • i • • • ♦ • • ♦ t %/% 0 7, M% • • .N`• /` ♦► • + • ♦ • it ♦ • • . • • . ♦ • ♦ ♦ • ♦ + . • + • • • • + • • • • • • • • • • • ♦ ♦ • • • • • 0, • • • • • T • • • AN A! • • •I / �r g 4, loop J NN • • • 1 • • • riff >, / • • • • • • • . . .f / 4 ie r,, • • \ • + • • ���..,:♦ • + ♦ • .,�j %i,!'i,�ii'fi %1r+�f% i ♦ ♦ ♦ + • + • • + /+ + • • + ri /�'"f • • • • • • • ♦ • • • • • • ♦ • + ♦ • • • • • + ♦ ♦ • • • ♦ • • • • ♦ ♦ • • • • ♦ ♦ • . • • • ♦ • • • • • ;i E ryr ♦ ♦ + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ ♦ • ♦ ♦ ♦ ♦ ♦ ♦ ♦ • + �+ • ♦ ♦ ♦ ♦ ♦ • ♦ 'We igo 0 dA .0 *'S - ;e. . . . . . . ,? i '\,,., (�w . . . • \ 1 ♦ • • • • ♦ ((��,+�.f° • • ♦ • + + • ♦ • • • • + ♦♦' • • • ♦ • • + • • ► • • � •; • • • •'' % %>.:: • ♦/ + ♦ • • + • • • • • • • • • • • • • • ♦ • ♦ • • • ,• • s:.: it:; 1•x%4`' • • • • • • jA;,rIX• •ry„ • • ♦ • • • + • • • • ♦ • /,yam • �• • • • • • • L • ♦ • f V% + ,� • • ♦ • ♦ • • • • ♦ • ♦ • • • • ♦ • • • • • • . • • r • • \• • • /• • • ♦ • • ♦ ' „i i�;1 % /f,` /''�`/ y%: ri: Aii /,.� /f,`7.:f:�►'��f'' „�%i.1�f /i (f •GL + • ♦ • • • • ♦ • } • ♦ .J .•' - l ,� �• • • ♦ • . • • ti • • • + • • • • • • ,� + • • • ,• • • • • • • + • • • • • • • • • • ♦ • • • • • r ✓' •/, i,, /ff /i�! %A✓/ /1'r/ 1/ ' "b • fi l 5 EXISTING TOPOGRAPHY LEGEND I- Guy Wire QT Telephone Manhole © Lid ® Traffic Handhole O Clean Out ® Traffic Manhole �- Sign Traffic Pole 10 Test Hole �qy Fire Hydrant U) QUn Bush Fire Post Coniferous Tree Hose Bib z j` Sprinkler Control Valve Deciduous Tree ® Water Manhole �E( Electric Box Wv Water Valve ® Electric Handhole ® Water Meter ID 0 Electric Meter Electric Manhole -t - Buried Telephone Line Light Pole otte- Overhead Electric Line - e - Buried Electric Line �] Power Pole -w- Buried Water Line Z Q Transformer -9- Buried Gas Line Gas Valve tr Top Of Rim Elevation -�- Utility Pole inv Invert Elevation T- Telephone Marker rcp Reinforced Concrete Pipe -�- Telephone Pedestal pvc Plastic Pipe ® Telephone Handhole cmp Corrugated Metal Pipe CERTIFIED BY PROPOSED EROSION CONTROL LEGEND : SF M SILT FENCE o .P '.'. CATCH ALL INLET U) co PROTECTION ' SF M SILT FENCE INLET - PROTECTION EROSION CONTROL BLANKET W W W W W W W W TEMPORARY SEEDING GRAVEL CONSTRUCTION ENTRANCE o B SOIL TYPE f; , 1. `," % % / / / % % % %;� %%% SOIL BOUNDARY 000 CONTOURS FLOW LINE ~ W a TC 000.50 BC 000.00 CURB ELEVATIONS 000.00 k SPOT ELEVATIONS + EROSION CONTROL NOTES t 1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, ON, INCLUDING e REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. , <' 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT / /" / /f / APPLY. f. f � A t /., ��, 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. r ! t + +/ 5 , 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF , /� DEEMED NECESSARY BY ON SITE INSPECTION. 4S` 5. SEDIMENT LADEN WATER SHALL B E DETAINED BY EROSION CONTROL PRACTICES / AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM r / WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. a 6. WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED E �yi7y` , � � � 4 • � CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND UNUSED BUILDING MATERIALS IS REQUIRED. 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE r it X ,,�� MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION S ON CONTROL DEVICES SHALL BE BE COLLECTED AND RE- DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. i 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY d WEATHER 0 R NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED i ON SITE. 15. THIS LOT DOES NOT LIE WITHIN ANY FLOOD HAZARD ZONE AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY HAMILTON COUNTY, NTY CITY OF CARMEL COMMUNITY MUNITY NUMBER 180080 & 180081 • PANEL NUMBER 0208F DATED FEBRUARY 19. 2003. %? 3 16. SCHEDULE OF EARTHWORK AC11VI11ES: a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TOAP �. PRACTICAL L MINIMUM. THE AREA �3 SHALL BE STABILIZED AS SOON AS t t POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO f • • • • • • • • • • • • . • •� • + + + • + • • .�. • �-4 ; // i K PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED \ • • ♦ • • ;, f �` • • • 't' ' _.3�''� �jj /j/ - WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS +� ✓ . :'�. • - i/! l DIRECTED BY THE ENGINEER. AF `� • • • # f)f b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. 1 + • 't • • i, • • • ♦ • • • • •r • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • r�� `�, \ I j j'; ( 31 jr` l i . �„ / ♦ �, • • • • ,,�• ♦ • ,/ % ., i I:f fl STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND • • ' ' . ` ` ' . • + + `# ;t FINAL VEGETATION AND STRUCTURAL . ./ . + L EROSION • 4 y . ,,, CONTROL DEVICES SHALL BE • • " "'(" " " " " %','.'.'.'.'.`.'.'.'.' S� / �; INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS '/ POSSIBLE. �c tic' . ♦ • • • .l . . . ♦ • • • ♦ • . . • • • • • . ♦ + . . . . . . . ♦ . . . + . . �. . . . . . . . . . . . • /0, ` ;�, ( / 1 / r t go 0- z �p - / • • • • • • • • • • • • • • • • • • • • • • ♦ • ♦ • ♦ ♦ + a/ I / / /i /� f. F ' r ` M ! g AF g g 0 0 4, g 0 0 hl� . ...... + � . / % ,jj . . . . . . f 1, r � jj �'�c for ENEEL- X t Qi c j r Y • e -r r Y__i� • • • ♦ • ♦ + • 'o" t� ,, +,`' f',, - °i� • ♦ • • ♦ ♦ • • • • • • + • • -------------------- B r;F x v �'. . . . . . . . F, -),o SF 1000, 00000 ,I '• ,`' a!'J. / /� �_" / "`YEA + ,; /' / X 0 Aa C /�� X NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION I ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND - REVISIONS Al TAC 11/01/11 SHEET NO. OF 201100921 .CE.ADLS.00600.PCECP.dwa DATE: E O O U M O F- 0 � C: BNS cn cv �? a 0�� B 201100921 ZZM g-�S 0 J LL In _°co U) QUn O Z U? (0 ar.: tio U-) z co J W F- U � zz O O ova W Z Q U Of w Q 130 Z CC � CERTIFIED BY REVISIONS Al TAC 11/01/11 SHEET NO. OF 201100921 .CE.ADLS.00600.PCECP.dwa DATE: 08/19/11 DRAWN BY: O CHWD BY: BNS O 201100921 N LU 0 H � a O ova Uj CL 0 w Z CC � Qom 0 Lu 0 o U) co 0 M cc - __j a o C, ~ W a 0 LLI 0 Z N � O � J Q a-av U) J ICJ REVISIONS Al TAC 11/01/11 SHEET NO. OF 201100921 .CE.ADLS.00600.PCECP.dwa DATE: 08/19/11 DRAWN BY: PED CHWD BY: BNS JOB N0. 201100921 REVISIONS Al TAC 11/01/11 SHEET NO. OF 201100921 .CE.ADLS.00600.PCECP.dwa F L - ___ �t� �_--_­ ----,------ V//, I W, , 0 " '�' I I.""" 1�. 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J / - ­ ill -�E-'-" - ­ & � "I �11 I \ / '01 " . / I ' ' . P -1 I b�' \84 .74 11 " �' \ �" 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR / / - �'� " Ljj _�b ; I I i / / " .6 " - i , 9; X N : DUMPSTER , _� A I "", � I =" ­ . � C) -1 . I / // I . ; lu;,�.' 61,- --: �' _-, - - j / A .�. _1" / t j 1C ,346.1 1, : I 1, , 1­ � /�� � % , I : : I AN 11_: I : I I . ", I 'M-F— '..' 11'\ I "I' ' "�Rlu / � , . - I V, " , �" X X, y , � ; . . . . . , / _y I I N ' '__ _ 0 - �' � _ � T(PV � '�' / ' �' ,% 8 4 4, F, 01 -;�" " �'� � "i SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM '.'O� / \ 2.9-- *1 __ // I 11 'ii,�' / 4' , ��/' � '/ : = ­-GRAVEL CONSTRUCTION V. :�' " % '�� , (0 �, ; I , . / I � \ I 'I ' I . �'�. / -� �� LEAVING THE SITE. /11 : ; ; _. - . t : � , \ *"' \ �;;. % 0 : � "t ; ' , � �' %\ 1 ;I � I � I ENTRANCE , / I 11 .' �' \ 4 , 0 'I- " ' I .'. I ,.,. / �'_- 1. ...q - � '.', ' " \\ \ , , 1 � I � I ..' . \ I . _____ ff*'� \\\ Ui " // //; � � .,-.. - E7 L: :8=4 4. =60 / -" /** \ ' ;;; : - _j �'/ � I , ; : I 0 ..' / "__�"' \ , '� 1 =45. -1b] - / ,- / " ' , , 11 'r 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF / . . % V// ��. , \ '/ " . I ­ \" / - /� , , / -, 11 ", ...., �' 1� . If 81, 'i �" > 1* / / , "I , 0 ""�� � I ; � : A � . STORM STR #1 2 ` 1, � I & 11 , 11 ; < � � I �; .! ! � : I ... � '\ I-, --- 60 LF OF V-80TTOM I/ /,�,, ITC ;; / " I I. .. I ­ Afiff, �\ 1-1-1" BY ON SITE INSPECTION. ; : : � I />" I �_ - \ ..... ­­_ /A V'i . I , �� � � f � � I SWAI E @ 1.0% SLOPE TR: 8 41 5 0 1 1 , �141 I, S.. : "'/ - '/ 1.11 Uj � � I 1 ; � ; I ," �BC 845� ` �'/ / ", - , \ % 1, A 11/� ' �� _11-1111-11- .� \ C) I I " / I I \�.-""" I P�11. \ Ot 11-1W"--8,�T " ]b � / / ", I * .. 11-11" I I 1. � ; � � i . "I / �' . 1" % �.). I ;; ////Vl" , - C 8 4 -'r. 6 0 ' . � 1, " // _� '�4 20 I,., \% I SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES I,- - ; I I .I..' � I ; ; � I '_� / 19 �') . It," � I, W, . ; � I � ; i , \ 1� I <11 I , .. \ ' , ; � . . . I �� � , $ 1 � , �' �\" C14 / ' � � ; � - <+ 'I.e / / : - " .." I AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM !; ! . � ; I . . '0 t V1111., C 7_'4 3, 7 0 ,-,,, '- .- . ; , �1 1\ - "/ " .. 111� � . \'III, . , .. I � : e TC b\.),�:) 11 /;/ .. .... ... 01/1. / I - ," , 0) ' . �j \ - , \ t � ' � ; I \ .... .... _/_ i � I/ WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES 0 / � .. : 01.1 * I 1. ; � �i ill . 0 A" I �NOI INFORMATION I _'_'."_'_ i _%, — .11 . le... .1 " : .. ; "I V.-I 140/0" $ T_ �' /// '. - 4 H _46. =00, I . : '70 � 11 ' � il I \ �1� � W I - � Q/1 11 .. *' A ".,' ��, EROSION AT THE POINT OF DISCHARGE. � , , �L � "I , SIGN i . Br I " t 01_.'� '. "I /5ffi'.�V�/' /<" " �it/__P/z 11 , / / 1, i � - / A U � ol 845.00 --- -1, 0 � \ .. .... �' -::"-�� _ N 1� - : V " '. N � � ;j. ! 1. � // ---- E ------- -- /� // ." I � i �' � � � i 11 � , ; ITC 844,501 '-, -,, : : ! : � 0 , V / 11� �.' 944.50 ,� V - i i i �I : i t . : : : I '.W . � � )V 'N MM�i 1� "t', � 6 WASTE AND UNUSED BUILDING MATERIALS SHALL NOT 13E ALLOWED TO BE . I � I I � tj ; : : I . I '/";�' , . 11-1 , �/' \ - E9 =44'. — 16C 844�00� \ I : p � ; I ."ii�� ::. - I : " t . ! � I I ; it . ��"/�"�_ . I "z. � I . I ; . I I , I I . ; ; ---I'- ''I STR #1 3 . rNiii e I � �� " \ [n I ; : f . '--�' z i : � � i � _( T � -1 , . ; //O>/, \ � .,,,,, CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL < .. I : m I �I I � 11 �; 8455, ; 110 ; , // 11 / .1 I . . I I _j � : I ; '. I �BC 84 00± M - - TR: (�. L) 0 i . I ­ I— f I �� _­" �1' � WASTE AND UNUSED BUILDING MATERIALS IS REQUIRED. I . . ; 'y 11 I'' � o 1. PC 844 ­I ; \ vi , " .- 11 �; A/40/0 � : 81, � 0- � � ; . : I ; ; I ; "A 11 I- ­_ " " j I . . r'�' 1� I' 11 I ............. _ 1, ...... � /I :' ; 1. __".1-1�', � �� � I : ; ; � ; t .. � -�� :; ; 1 ' : : ; / C C 8 4 4. 3, 0, . . . . I - . 9 /" � z/. * ' V I ­ , .11 -"", gg"�' - - t� I [n Ap////'�' ; � I : � o ; ! / C� I I A 1, \ t �)' ./" A '�; I f � : , . ; I., tK ­ "I . ................ A, / � 11 � I � 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE _j .'I.- � I / - / ­ ", �/' ..� l.__ -,-"., I :X- 0 1 � I'll UNUKt It / : F V t< " llu b4:D. / if /A'//�i I i I ta 01 -BOTTOM . �_ .11, U �, 1i � I � PORT-0 T .. \X � 8 � 'M M. E. I , MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING /A rl ; I ; i ; I � � """ I . lz"� / X __ 1/1 W_ V/'ji; � : 1 11� I ; I / / I X � � I I I : I _� 1.07 X I � . I �i � -21111i < I � ' .' , / S v N L E (9 . SLOP E ' /,' iz� // "." `-,�f D± �,A � E. �' I t., � 1_*' /fil. I i ; I � 1, / \ �/ . " ,-3,901 2"BC WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR � � f I 11 � : ; � � / X / - , 0'.A. � ; _/ ' V / I I I- 11011F � , � I.. � .. � �"V/ 1, . " .7 � J ; : V d � I : : : � . , � I I I I 1 14 '1,1 / I / I/ A '� -_ I : DISPOSAL. Ld I ; ; f I 11 ; I � � : : i - ', , / a AF, ## ; � I ; I I I : �� ­�. , / I ,/ I/ ; in I I I \ . . � ; � %3 � ; - . I . .1 I \ I 4 / I / A01 ; , ; I '� � ; ! � : I __ _ . - -� I I � , / "I ,W* / � p � : I � � ; ; \ U I _ , . . 1, / /I / �/ ',.- - 4 �4� 8 01',, / " �� iiiiiiiiiiiii"M ; I __ I I : i ; ; ; � ; ; � 11 .- / / / - T'�'.11 I 1. : z ' � I I I ; � I I , - / . ; / I/ " do '.......".. . 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE . / TC 8, - �­` �p I - : . � I , / ; : ; : I -1 � ,-- I U N_'tA �D I N, # i-11" . 845 - / / I < i ; � I �1 � i ; � � I. \' -_ / I 11 / go I _j � , � . ; \ ' 11 '," 1 845.50 ' i V " I 11 1 -7-.,/ ; -DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND . - ; : ; 11 I : . I ; � � _1 ; I i I �, I I � . /I/- B r' 8 4',. 2 T - � 0- ; : I : � � � \ ; C 8 '/0 I'. ', . I C; 11 ! 0 � R: 841.1 5 A. : I- � / I 11 ! 1 : e ­ I .11, ' ; ) I . I ; - ' : � j ; � I � � � ; I , / -�//�J/ ; 11 �' AT LEAST ONCE A WEEK. 1-11 : \ . _11'' _." . � A, , I 1 1111:1711, �_ I".. ; kh i- — � � , "00 - 845,2lr',,d1/,M ; � ; I � \ I" .. . I I 11 11 I,- I : -1. ; ; ­ ; - E31 _j � I I : I / ; � \11 �' I I .... I -, . " f > : : , 1 � . \ � 1, 11 \1 m '47 . g - I % ; � ; I I I � '. ; :� 0 ..' /<�'\, 2 � � i : , � \ / - - - . . I TR� 8414 ,. ;000 � . j ITC 846,1-) ' � "..' ; 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY � ; ; 7�4r4 FL 844,80 \ 1�1 11 . I 0 1 : : � � : : \ Lj_ ,//V/ TU I .� I I � I .' I : � ".. I : 18 :/ � L, I ". : 3 01 ; -­.-.,.-.-.-.-_.;_.11.1_ "I'll", 4 : , ,45.4 �1 , I 1 ' I A � I � � � "', L:�10 I /' , -, %, _'�N . . ­­ 11 . I �" . 1-;'1111.1."�'.'." .. ..... "" I . __1 � I d j � I i I � i � ". \ . . . . . . . '/�' , . I 1___" " ! 1EIC 1-8 4A 11) - - TER FABRIC. t / , : j : i . I '�� ,j] 846.00 , � I i � V) . . . . \ / M BC 040 I � \ . . a, / , I � I 11 �_111 WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FIL 0 � i � \ / ". % A , 11 '� . '. � I " Nk .. � ,". $ : �-. ; .' . .. . , .­ . I 11 /_\ �� . \. � .111, - 'A " � � I 11 ,' 01 . I '// - / / I ; : 1. � I., 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION i � ; . � . : : . . ; ) ; \ i ... :- 3:1 � � I � � � � \/ . ..".. 'N\ . \ LB'. -c,q-, ±_-, - �4o " ' ' "�/x / I . 'N : -1 ; � � � .. L 11 : 4,- ,III 8 4I 4, 9 () I * i ' .� z ; � I � I i i � '� '. .. \ I ; "�////'�:'�'�� " __ -o-n'; 0, . . - , . . I � A , " �'� ; . - , I � ; T ; A 4� __16 .[.c 2 " 1. I < � I �j � i "' � � .. I / / - � A I . ......... � ...... I_— ­­11_111 11 � � : ".., � '' 11 ; � : 11 .11 ; I . . ". �. � , '�'41 i 845 " I fip S i OR F�,16± 'V'. r 1 � AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NDJ ALLOWED � - - � . �. l : 11 - ; ; � .. " N." . " � � : I .. W_ i i I il�� i i i �; ` " M I I /. .' ,_ ._1/ . �_ - ' I 1, --7-- 1� ; ; "I � ." I � -rc / 1: '�:. ../,, , 0 , , '_ 11 '* I ON SITE. . � , , 11 I � � 1. ; � � I ; " � � I . j-i -P _____" _- - ` / � / , I 0 � ; .1 1, a � , ; .846j� � . .1 I a C 844 801 , " .", I , : . I . � - ', 51 A, I I . 4 ,,. ,4C � � I 4 TP , 14 � � 2�� ' ' I. : : 1. , '�" - cF4 670 0 1 /;- .��­ -1 j I; ".. : � . 1, ; . . � . . !, " _" I , I - I ; i I ;, � I � � I - � FE " �' - I -11, ; ,�� " " � " I I .. : : .. 11 .. � IN ": �4 , . . ". ... - ; � ; ; � � I � � 1 ",I '%, , % .� d 4 A ,It P ,1 , , I A � I _____4' " � � 15. THIS LOT DOES NOT LIE WITHIN ANY FLOOD HAZARD ZONE AS SCALED FROM THE . � . ' : ' .. ' .' / . . .4 I ,';.I-­ .. I/ �11 '� " ... I . - /�) .I 6 1 ��3; ; I i � i " I ; V,/-" STORM STR #I'- � \ � �" -0- �1,11`1` ,--, � � ' I ; � , � : .. I I :��. - . 00�_'/'� . .� "I � 1' : � ; '� �p 1. , - 4 , .1: " ,.. ,,, OF I �:.' I � ­� - I ! .. .1 I : / . . , ­1,1111,11x- ,- -� ��. t X: 8 4 5. 0 0 "I ? I I I �; I , I ; : � ; % I I TORM STR% -p 00., I ��) I -1. I �' �,'.. A' ."/" �' /. � 4.��' ____ - , _=�n " � , 3 "I I �� - � � � 1: � 1. ! , - - A . � e? " " 1 I J* .___1 �' " '. I FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, 04 � � ; 1. .. '. -,"il "'t - q� a I 0 ' . , .� �4'� 1 " . I — — Ir : e I ' . . I "I � I - _9TF_i�' I I N^ - R;84 . .. I ; , M X ,I: " : .81 *'�'� - 4 4��No . /I " ." ; � ; � : � , ..' " � I � , 0 0 1 ; � - " 1 '346 00j'////'/� & �i ./ , I" ' I . i ". : . . � '.. � - i'. '�� - 1-- - '\ I ; - . " � � � .. I A ' �.?/' . 5 - - - / 0 id: �Te� , � A . C 8 4 ,��G . . " : I , , I - _. , 1:6:6 - .� t'.. :,//. , I , ) - �'�% " ,:gg COMMUNITY HAMILTON COUNTY, CITY OF CARMEL, COMMUNITY NUMBER 180080 & I 0 ; 11 .. ; N . �", I " W 11 .i V�- - :'. . . ", I- - I �\ . , 1. � '/ , � . ; . : �j ' ' " M . E= � '4 . I wa�" " I . .. i I--,' I � I . � I ", >� " " I I -\ "I' � �' . I ! /I BC 845,80± M.Ej I � 11 I , I , : ` 11 I 1, - � - 4 . I �' , " 180081 PANEL NUMBER 0208F DATED FEBRUARY 19. 200 � ! i � " 11 N � ) 1 \ .1 . , . Ii! 6 , 4A.80 I ................... '\ I ; I � � I 1. I '�. , I .'' � . . _`W/'�;f:�-�". � , -- ----- - � ­__; ; I, . — I � � " � , � - � '/ 1 1 , : I I 1-1 , I _00 I . .,\\ � i . � . ( � �' , N �Iii '. , � : , I �.i � ; : '.. : ; : . "\ ..' .1 , C� ­ . I . '/,, / " I '�' 3 � ' 1. X ' '. . A _""�':�"'&' // # X\� _. - i " . ; ; ; ' , / ' / All" � I 0 i , �11; I j � ", v, % ; � : ''. ." \ . " . ....... � . e" I / : J . ; ' �' " I ; N, A/1 N� . I � . I " 11, � e ; / - '�� ' �'.':�K% 1" " ''. . 12 ' ... I I � %'�\'\"' A'-'� I / % ,': �'/' I I I , ' 11 _rR' , . '. ...-� . 4's ni /' / '/'q1 ­;i \ ) I I ; - � ; I � � ... .., \ � f 1"� / , R M ' - , I I .. I - .. .. % O? " - 16. SCHEDULE OF EARTHWORK ACIIVITIES: 1�� � I � i �% ; � � -, 'X .' ", . �l^ Tll�:xz .: , - . -- - /-�111 . I . / " .' I . U . ... � . !�;' - � ��./ , 1 � : I Li- I I -1 � , . . I S - ,� ' , 1-11 � : ; � I � � .. .1 ; f . I , ", ". 1, \ ... (I - � .- I I h, \ " ../z � I ; � 0;..� I I � : f ! , 71- 4 n I I .' � 1. //.�-�/;-F/'V) i I I i '�' t . a , � I . " � � ! - \ I ;" � ­; ; I � � ;;: " .. "I \ '. . I .. � � i "" . 1 4 - tl�D^ 1611��F 1/1 0 � ' , .. . . . - .. L ; � - I I .. I.." .-� �t - ,*111'. I "' 4 3. r, �5 /' I � 1. le'l.: g ; ��" t . ' : I I %, I I - . � \ , j 11 ' . '� -1. 'M ; ; I '. , -. - ,,, ,. " - .. .- '* " . _.' . X, � . ; I " . . I'' � , . E5�_ /11' - ; ; d : ; 1 � I � "', ." 11 11 � � � �:: ''.. - .. .. '.. \ I . - I .:'W . I\. I I /I I e__ ' . - .4 � I V 11, i a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT . -� � ; ; - - 4 I .S. _'. 'I N \1_/ 11 / ,I I 6i I I I j . I I.. i ; I ; ; ; � \"., ""­` - _'� I- . -, ­­., . _11;/�/1/11;i�'/' I / I , I TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS ; � "' '0­-'.-- - , .: - (� r% ,., ,,If,',. ,F,'4 zz X Q I I ; , - d 4t�"- / "D . (�� 4 F� I � � � i 1 1 1 ; ' � .'::�--."':�.­�..�'. jlu 4 -.- I . I ' ' , .. 5,1010S, �'_ '�: � � i 11: =� I I � I .. ­ 4 . ��'�' � /I ; � i I ! ; , , .. ; � I i "� 'I', 11 I \\.-.., . . ' ". Is I . I ", i, - 1. i � � p I � .' ', \ 9'C,!'.843"2.5 . . � , ­­­­ "­'�­- 4� / p ! ". ; I .. � .;I. A I � U_ ; i - " � - "" I ,,, ' \ .� , �.""'��", N .. . - - . .. '� / / - . _�� "L , '� . .......... . 1. � I "'�'N il I � � 1 � ilt � I : - ..' 01 I � . '. . .1 " F5_"',i,',' ­'�:'� 1, � '! I �do POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO � ; �. 1-1 I I I "'� ",-,..'�--�..'...'��,��.-"...*-, I . I * - . I \ . . . - & I Tl­ ," \ .. / , I : 1:4, . .. . I 11 / I _."'_"_�_'.3'r '_�', ; I I 11 I .. - 1� I . . � .11 11 - — A ' "" V ' � V.1�1 I '% 11 . . .:-. O� .' _. I . .� /- / . ...... ... I 1. " EAS IF PERMANENT VEGETATION CANNOT BE SEEDED " 10 ' � . / I . . . " , "T '-64' 4 � -- ------ ------- , ; , 0 . , i , ". � "I , el ' R­ ­ " 6 _­' -71 ; i � i �IT ! i 1 "'.. I.. U I I ii'�� "'."', I '�"".."._...' ', "I ,. � � I I 11 I , '. . - I " , I I . . �" .. .'� BC 8 . . 1. . � / I �� , ­X .. I I � w ;; " � � . . 1, I � I, . : . . ..A I . 11 ' � , 1. _"� , ­_ 11 , , , I., I 11 . 11 I /I ' ' '�_ - - ­ .'.. . , , I I / i � � I I I � li:� � I � .. N I . 014 / WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS ; ; � . ; � ' ' ' ­. 1, 114 --aA .N" --- ' ", -_ ____ ­­" ;1 I I I I I 1� ; j I ; '11, _'�- --' z / I � �'-' - -_1 - "I " X . / � ; � I ' ; I ', i i j, I , . , - . _ . \ 3.1 . "'-----------:'.-'_-:'--- . " "" " ..", , "., - .:, "' " " '"""', .. A , 1. . .. . .'� , . / .'. I ; � I � 1: � �... � [;;; " I " _ "I " ": ".'� �- - \------.. - " I ' �:; =45. 7 . � I -1 1�7��TC 844,90 1 .. // � " "/, 1� I- , , - _1.11.1 ...... I 1, - . "... , ,'. ",. ', ',� \ � //�" DIRECTED BY THE ENGINEER. < : ; � - '..' a P - 11 11 I ".... � , ". \' , - � , ..... . ; � � ;' I , / , �'� _".1 -, , ­­....' -- - -_ � ' - � / - , ' " .... � I., -4 1 ; : I I " 'I.-- __'. ."." "I ", "� % I /? , - I - 1� i", "'_.��'._' .' .. .. , . 1_1� _'. 9- IN >` � ^ 844�40 11 - � , , ::.:�:'�' . , * ,-,.'../ li, W I % I: � " i , I � ,:: , .' N .., I - - . 11 : - , I .: � � I., I -;;: I � .. , .... . L � :'. A` 'I" =1 11 I // I / / , , " I "I , . ". 11 1, %., '- I..., ,', "', I '�� J.-f , " - - " .- 0 .'^ ; ; ; �;:; , .. - 11-1 U'!',?, ZY U I -1 I - , , X , . I "I . � � � 1: ; � I 11" I :: : , � i -""'-'--.�"­'-:`--,' � � Be- - i � 41' 14"13 '_.'..'/_' / I - , . I ;/-."�"/`�""" I 1� '�J' I _'- , ; ; I I . 0 -1 , `� -1 ` � . .. "a , 411 I , 11 .. \"� '� . , I � ' e " 1 1 1 '; . � ; � - � ; , '. 1, ... I 1 � : ; � - , . ' .4% 4- - , ­­ .... �� % , , . - .. \ y I I I : 11 I �� 8 li� .bll / "'.­,". .. / " I #0 "I., N "I., , : 5 , I. . ' — \ . % ' '� " r " , . y 11 � b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. - � I /.";. LL_ ! . U � . -� I'll.. I, . if; I .. ,,, . ' . '. I,- F�F' �_""­ -, . ".' \ ""' ""', ",". ...-I ;g / / I , ;�� ; : : " 1. � : . -1 I, 0 1 ' �_ '-_�-"b' I , - \ *' . 11 I � ; I ; ' ; \ ".. \ -.---- 'M' . � ' I I I � . ; . - . I", � � . �. . I //' - I . .. ' . .. '.. , " I �/ " ; I ! . � � ".. ....' 1, : � ! � - .. 11 I � ...... I 11 . I / - 1�11 1, 1, \"' 1,'.. '.%% '..%'.'...%t � ; � " I , .. . ! � � _NTION POND . .. \ , , I �1/ , w // TIMES OF THE YEAR. PERMANENT AND � . . ; Il 8 i;,/ / � , - ; . - - I I : ; i I i ii � 1 � ; I " . . I . '/ ��' - /' STOCKPILE TOPSOIL AT ALL OTHER < . I = I I ! : I .. '/ I / 11 W :I; �:;' 11 DET' CrA .1 /'/' � ' t//:/ jfj I I " I I � % � ( ;;, � ... , \ .. I ----- __1 '101 I/ // I I //' I \ " � -.1 ..'M I / � I li I ", 1� : � I I 1. I 1 1 � I.: "I * I . . , � , . ../ , FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE / \ � , I , , / I 0 . I � 1. � 1, .. I - " "I ., .. 11, '/ �" b i I i 1; � � I , I, \ f "" � I " / " /' / . , - // , � I ' . % 11.1 I X " ; INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS I : ; . - I // . / , / ____ N .' .... I 1. , '. 1. . � / , , � - � � , . , W : � � � " NRM. POOL EL=837.50 ." ",. \ . "" � // ; � � , .,�� 1:11 :'_�. � 1. I I / . " - I'll / I , - , , � , � " ' : � _" . ' � I , / '� \ � �\ . , . . . I 1 §611, �'- .' ' .1 ' " � � " � ' I v � ; � _� ..".. Arl"', \/­� r_1 fll� .4 I'll I'll �_� ", I . dr - i' , 4, 0 Q �' / /- , / � ""__ ........ .. '�� - I %. %. rX.,iii 'j / � �� I 11 � � , � " ,.J' ­ S .k / / , " , � �'. . -, " .Y. , / � � , - I '.. - ; -1 ! f , . I � I , \ ' � .. \ m , �. � �/� ­� � .1 ' � ; � � I , I .. , '� '. �'/ / I . I � I .. . .... ." ", 1111, POSSIBLE. ; � `�TORM ,-.) STORM STR" . ' /TR',fp,1 ,,, /,, / / " .... 11 ..� \ ... . tx.)' I ; � ; ; 1. , I .W / . ' < C, I - I I \ , ,4. 1 M .1 # � ,./ Q__ I, ".11 ­ _'. ..\ � � � / I , 10 � � i t i 1� " I : ; : DETENTION POND - ,, ..'.. ' ` , :'qW / / / / / ./ � / / , 0 / ; ; : I :�' I " . i I � ; " q , I ­­... � 11 �/ ; X .:1 , A / / ,,, '. I_. I 1. I � , � . � � 1. � /. , - � - . if : ; ,I � 43.91 .. ", � 7 - / - / , " , . I i i � , ' , .. \ I I � - I 11 � " 1, / " " \ I . � � , - "".__ � . I I - ; ; ! m � ; : � I " /I , .1 I / / / / , , , � e. � "L p . � . � : '/.'�/"" / . I ; � : '.. ;A J � - C 84':��30 '\\_�' / I / "I I / , '.' , 1. � � i � � � � " ; I � ; . ' - , � \1 " T R : 8 I -'_',� �- / 5 ") f , '. . / I �' / I " , ' ; I ; ; : \,.-. " - I / / ' / / I �' I I � : 'Al �; !� # � : 5-: 1 . ' '.. � � 5 : , , '\\I I ; z I/ // -, , ; A I I I � ; � : '� '_ .' , . � I 1 � PO�NRM. POOL EL=837.50 ,\ , , -. -I! , N� " 45.08 1 F� , i ,::....t �"�� / ,'76,///,,� / �� , ' ,/// / / e , I' � I � - I � i � TOi �x " ..�'. ", 11 I I - I / / /I _ I . . � \ ' ' I I � .. ; ; � I : 1: � : \ I : � ; . ; , " 5 / / '\ . . I I I NEI : . s ; : : I I � I : ; ; I : 1-1,40 � I '...' , � ; � W ; / " , lo z / � I I . � � : � � � � ' , 11 � . e ; I . ., I I . I I . I rffl/� ['// '1'jj # I I . . ; , , -1 . i : 11 / / / / "/ , / ' . ' - ' 111 / I 11 M I : : I 100 YR. EL=842.46 � "_ ". " S T rXi - ; �" 4,x _-) b 'TC 84 ..' I , / . " / / / � , � I I " : X, '. ' ' ' N 1, .4 i - \,. // I - � � � I : � ; .. : ; ; 11 ; I "" "" "" "' f - I "I ;" ,I 1 . � ; 1� ; � \ .. � ; � ; 11 \ ' <.:) I R C 8 4 4. Ci,0 11 1 ; 11 /I / - , / / / . � : � � , : I � � � : " I NOTES: I I .. : ; ' "I / , I h, " ; I I 1, ?_-� '1111 / " ' - / , / ; : I I" � : 0 � : V� 11 � � �x:�' \ _.. I . " // / j . . / jffg// ; � � w ; : .' '/ � / � , , , / I / �. . I � I ; � , - - .. "I ,I, Ld . . � : \ ", , � . � ! : "; , " I '-, TR:54 I , ! . 1; I / " // // / / I � / / ; I ; I I ! � 1 ; � � � . . if " , , � I d : ------- -, ­-.�%­��"-,,'­, 4'.. _" , . i ; ; . I .- .", .. - .� I ; I I . , M a ; I � : I . �X_ 11 I " , / I , ' I .1 I I I I I I I . I -1 � � � � ;; i �_'_'_._­_."_.'_ - - . I / i ; I ; � � __ * , 11 /I 11 / " // / I ./ / / I I : " j i ; I ; I . I 1. . I i .1 I . j s ; � I I I ' ; ; � , , . - - 1 `5 6C ... 41 11 / / / /I '� I I I // � ; I , ­1 - - / �' '/ I �_ I I \ 11 i 11 ..... .... .. -------- -----�::�::7,......",.,-""�,.� %"'."­�\" .. I ^ �]' 1 — 6 / / , 1. CONTRACTOR SHALL PROTECT AND NOT \ ; -__- -_ - ....... " ". 'I, T C ,'It I " / / " " � � ; ' 11 I ; ; ; 1. 11 " _11--l.... ... . .. -11 k� i_� _____�. V " / / / " �' / I . � �' : : � //1�111// I Ill I , \ 11 ! W 11 - ____ - , " ..' ; � . . __­'.--'-""-- ":",-* _­ --- ---- ----- -------. ':�;"',"." I.- - - ; , I . .; �f #�f ; I: j;! . " � / ; � i � � j .' ; I ; ; f ! I r i ." - - ------- _ - �/ '/ , '/ � . � " � ;,,;; ///";"/� _/ M I 1:.; ; i : 0 � 11 � _'_-"-'11'_'__'___ ....... ­­ _", STORM ___1. INXII-­1 BCX8451C __ I , , ," / � , , / / " , :' " I I � "-.""' 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I T I - I " " � ; , / : < ; I I ; \ i � - 11 11 RIPRAP REQUIRED . - - L ' " " -// ' / 11;1 /I/. f�I 1 ,�5 � " I , � " I Al f' il %_'� : ; � � ; [ A " � ; , " ; ), : A � I � 1� ; : � � 11 ; 11 " 18C 844,4 _"' 8 'qn / . / �/Q, C TO 110 SS GRADING P L AN S, FO'-'- N-*" " " ; , I . . . \ I M. . / '�3 "-)I '#r % A" e6- 1 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND : ; . ; I 1­/1' � , 1, J`l 'I."" X, I DEPTH : � � ; ; " � In �' I d I , -IBC 0, 45�30 ..f,7 / / ' ." ' PO N � � � 1­1­1111 ..... . I .- _ ...... ____ ....... .. -!-- I I - / � 1, , ; ; ; ; ; I 11 .. * . .." "I / 1/1 // / '/ // // /I / ' " , '� /' / // I/ �11 .11/1 / � I , I / " " " /I ", ' 11 I ; . 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"'.111 .... ... %, ___'.­"- _ I— — 7 / , , '/ /' / / / " -/ �/'/ / '/ ; // / � / ,' ," /,:" ,- / �" A' / '&.--�'V THE LOCAT'IONS OF ALL EXISTING UNDERGROUND UTILITIES i I,, ; % 1, I= /.- - -=-'§-..l =3 " = so // , 11 / / I .11 ; / � " " / " / " I/ 11 , : � .. .. I 0 L"j 0 z z L..3 0 L.i 11 C..3 I I L.l 0 0 L...3 I I = I i I = I - LoC 8 4 5 � 28 " " // // // , 11 " // I / , 'J. I I / / I , � " /. " V / "I / IN a , /' ", I . / I _�� . 11 . V / `/ I �' ,; . 9 / / , / ? I " I " / 11 , / � /., I If A/dY SHOW ON THIS PLAN AR ! � \ % I IF 11 '5::.. _ 1. I / / // , /" . /' / , /// V, 6i . /.:/J/�' 9 � I I / / / / I / . I : - I / / I I " ,I., / " I ." j I I / ' ; I 11 / /I �' / , , '; , , ' , � , ' I ; ; ,,, �p / ' / : "I . I / , // / � / / 11 A . � *,W.,M "--STR 10 qg�" I / �// " " , / I , I � � \ 1. ME'= N11 W i4. I r_ M U r_ I 11 I N � I U 1`14 r- "i IN U � , / // / " / / / / , / �__ I . 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L - - -- ---- ------- .�" , .. � I I.. . �� � _1 P _ "" �' " - / � � , I ; ...'.; I , , ; " ;1 , ;' , - I "I __._.______ ___. - "� I I L I / _..'. , � I ' � % ' ""I ", . , ," I., 11�' " 1, ' ..'...".1 ___'. -_ -, - -- ---- ___ ......... .... . ......... -.,�""---.,.....'�""��"-�"..� .... � ........ ___._'.__'_'__ ___ ____1 "' , " " '/ 11 I ' /.� 11 , , 1� -1/ I '.1 _­L"' " . _ , I , . , " � / ; � - , I e I I '. .1 ", " , ,/ " -1 � ,' ... :' " - .11 - .. , , I , " , " " _' ­­­­..",­­ ­­ �n� , .". - _.� , " / " ,,, " ,,, , 1. I .�.....'-..- I I , x " 11 I I N I . , �. " , -../////// __ _ .... ..'.1,­," " �' , , I I " '.. . . , __ ", " , 1 2 1 / , , 11 I � NOTES: 1. ANY AREA LEFT DORMANT FOR GREATER THAN 14 DAYS MUST BE SEEDED AND STABILIZED. 2. REFER TO LANDSCAPING PLANS FOR FINAL PLANTING MATERIALS. EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - I - z r-- cD E � 2 LO r-- 0 1 M 04 0 I- C? 9 Z <L (O CY) C �_ 0 It '5 U) CN U-) CL I 0 W �: 2 Z Z M .;:� 0 . 5 - � :3 L_ W C0 � 0 ::i U- 1� < 0 C) z: a_ CC) I U) < U-5 I C) Z U') CD < r'.: ri Es '::T z l �_ V_ M _j W I_ �— L5 z 9z - Illlllliiiiiiiiiiiiiiiiiii . . � 0 CL Ljj = . = z �_ < C.3 C) =- 12� = z: pillillillillilill� W a 1:1 11 0 13 [] 0 [:] 0 13 1 -1 � � - ­ - � ­ . - - - - � 1 CER11FIED BY I -I-i _­ 11111M � I- - __ . I f - - - .M. . � - 0 � I 0 L . CM Z W 0 I-- 2E ;= n . .4 W CO 4 W4 Re cc 04 .J 0 0'*0 LO 0, .. gL < CV) W cc 10% 0 0 he il �j LL. 0 La, 4:c a LLI 44 0 Ir = IL :9 19 < CL Fl,lll,,llllll, < Ld W = �1: = 111=1 W 0 LAJ a - . ;g. W M ca ill — 0 = 0 n Ill M Cr. I(.) .j < ' 44 cc Uj 0 M = 0 - 0 (0 CC= (0 ,A Aill CV) U) I I 0 Allill �j LLM 44 L!J 1l,lllllllllllll,s M I a) 0 M = 0 Z � 1llllllllllllllllllllll1l 44 �. 1llllllllllllilll, LLI Z 14 LU 44 (a) . . Illillillililill, 33 :3 1�_ z D a U) Iiiiiiiiiiiiiiiiiiiiiiii M cc 0- 44 Cl) .j W FMI rw = O' LU LLM z n U) CC ::i LL. 44 2 = =j 0 0 1�_ = () 0 U) = 1ll11llllllllllllll` ii,i,j 44 L" = 1__'­___ ­­��z . -I - 7--- ___ W - . . �' - - J17--ii - ­: - - - ­ i REVISIONS Al TAC 11/01/11 . . - . . __j -­ - ___ ____ - .� ­ __ � ___ _. - -.-,- - huftwillilwal -_ .- --- - SHEET NO. r ^ 0% ---- 11VAMNL %:0001 OF 201100921.CE.ADLS.CO601.CECP.dwg : 08/19/11 DRAWN BY: . PED CHK'D BY: I BNS JOB NO. 1 201100921 1 REVISIONS Al TAC 11/01/11 . . - . . __j -­ - ___ ____ - .� ­ __ � ___ _. - -.-,- - huftwillilwal -_ .- --- - SHEET NO. r ^ 0% ---- 11VAMNL %:0001 OF 201100921.CE.ADLS.CO601.CECP.dwg L- c� 0 0 U w N O O U vi J 0 w U N rn O 0 0 N z a J V) J D Q w z Q J 0_ J > U U) C� z Q w 0 0 N rn 0 0 0 N w J 0 z Q o- a LL_ Q o' Q m in w 0 w m Q �t I BUR FAB Llj I- < 0 I- �o w r- ww � J aQ U V) z ER o 0-12- #8 STONE (' MIN. THICKI` X 2 SILT FENCE 6' MAX HEIGHT REQ'D. Q• M.E.f is 7f M.E.f 10' STOCKPILE SECTION 1 °� NOT TO SCALE DIRECTION --------- ■- OF FLOW TOP OF BOTTOM OF EMERGENCY ERFLOW WEIR SECTION A -A MAINTENANCE: 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT, REMOVING SEDIMENT AND MAKING NEEDED REPAIRS IMMEDIATELY. 2. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZES, REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT AND CONSTRUCTION MATERIAL, AND RE- STABILIZE. ROCK DONUT DETAIL NOT TO SCALE PROVIDE CROSS BRACING WHEN NECESSARY Am WOOD, METAL, OR SYNTHETIC FRAME 1 � ' ll! Iljjllllljlllllljlll ■I ■ ■lil�������� ■ ■ ■I�I�1 IIII IIII 111 ■I ■ ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■I ■1 maw: arm:; -- _•.�.■ IIII ■I���� '� I ml 300 275 250 225 200 SLOPE 175 LENGTH 150 FT. 125 100 75 50 25 BURIED GEOTEXTILE FABRIC. 4oz. MIN. COMPACTED FILL-\ SECTION A -A TRENCH DETAIL SILT FENCE INLET FILTER NOT TO SCALE A I 3 '1 x X B 1 Apt 1 STAPLE PER SQ. YD. 16 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS B C 1 V loll x lo X x X x x 1 STAPLE PER SQ. YD. 16 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS B C C c C B A A B B '- C 2 STAPLES PER SQ. YD. ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH OF FLOW 0 O Ox � x � Ox x NOTES: CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. CHANNEL STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN 4:1 3:1 2:1 1:1 LINING EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY SLOPE GRADIENT DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NOT TO SCALE EROSION CONTROL BLANKET (SURFACE APPLIED) INSTALLATION REQUIREMENTS 1. SELECT THE TYPE AND WEIGHT OF EROSION CONTROL BLANKET TO FIT THE SITE CONDITIONS (e.g., SLOPE, CHANNEL FLOW VELOCITY). 2. INSTALL ANY PRACTICES NEEDED TO CONTROL EROSION AND RUNOFF, SUCH AS TEMPORARY OR PERMANENT DIVERSION, SEDIMENT BASIN OR TRAP, SILT FENCE. 3. GRADE THE SITE AS SPECIFIED IN THE CONSTRUCTION PLAN. 4. ADD TOPSOIL WHERE APPROPRIATE. 5. PREPARE THE SEEDBED, FERTILIZE (AND LIME, IF NEEDED), AND SEED THE AREA IMMEDIATELY AFTER GRADING. 6. FOLLOWING MANUFACTURER'S DIRECTIONS, LAY THE BLANKETS ON THE SEEDED AREA SUCH THAT THEY ARE IN CONTINUOUS CONTACT WITH THE SOIL AND THAT THE UPSLOPE OR UPSTREAM ONES OVERLAP THE LOWER ONES BY AT LEAST 8 in. 7. TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SILT TRENCH), BACKFILL WITH SOIL, AND TAMP DOWN. 8. ANCHOR THE BLANKETS AS SPECIFIED BY THE MANUFACTURER. THIS TYPICALLY INVOLVES DRIVING 6 -8 in. METAL STAPLES INTO THE GROUND IN A PATTERN DETERMINED BY THE SITE CONDITIONS. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT CHECK THE TREATED AREA PERIODICALLY. SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING ~ q Co 1. * // / / //I / / /,�/ V- SHAPED TRENCH. /1 2. ON THE DOWNSIDE SLOPE OF THE TRENCH, DRIVE THE WOOD OR STEEL SUPPORT POSTS . J Q AT LEAST 1 ft. INTO THE GROUND (THE DEEPER THE BETTER!), SPACING THEM NO MORE V - -_ _ _ - FABRIC IS USED WITHOUT SUPPORT WIRE. ADJUST SPACING, IF NECESSARY, TO ENSURE DORMANT SEEDING B z HAS PRE - ATTACHED POSTS OR STAKES, DRIVE THEM DEEP ENOUGH SO THE FABRIC IS O uj SATISFACTORILY IN THE TRENCH AS DESCRIBED IN STEP 6). 3. B SANDBAG UPSLOPE SIDE OF THE POSTS, EXTENDING IT 8 in. INTO THE TRENCH. O 4. RUN A CONTINUOUS LENGTH OF GEOTEXTILE FABRIC IN FRONT (UPSLOPE) OF THE - cc SUPPORT WIRE AND POSTS, AVOIDING JOINTS, PARTICULARLY AT LOW POINTS IN THE FENCE LINE. TEMPORARY SEEDING 5. C E mm I v /44/ /I/ / /�/ REMAINING 4 in. TOWARD THE UPSLOPE SIDE. - N 7. BACKFILL THE TRENCH WITH COMPACTED EARTH OR GRAVEL. 1� �I I� SECTION A -A c* NOTE: IF USING A PRE - PACKED COMMERCIAL SILT FENCE RATHER THAN CONSTRUCTING ONE, FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE; HYDROSEEDED B = KENTUCKY BLUEGRASS 120 LBS. /ACRE; CREEPING RED FESCUE 120 LBS. /ACRE; HYDROSEEDED C = SPRING OATS 3 BUSHELS /ACRE D = WHEAT OR RYE 2 BUSHELS /ACRE E = ANNUAL RYE GRASS 40 LBS. /ACRE ( 1 LB /1000 SQ. FT. ) * /1 /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER CATCH •ALL STORMWATER INLET PROTECTOR THE CATCH -ALL IS AN INLET AND CATCH BASIN FILTRATION DEVICE DEVELOPED TO PREVENT SEDIMENTATION. CATCH -ALLS ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE CASTING, AND COULD REPRESENT A BEST MANAGEMENT PRACTICE FOR YOUR EPA PHASE 2 PROGRAM. STEEL F ° " "� HANDLES FOR EAS) REMOVAL )W TEMPORARY INSTALLATION: CONSTRUCTION PROJECTS ON HIGHWAYS AND NEW HOUSING DEVELOPMENTS CAN RESULT IN SUBSTANTIAL AMOUNTS OF SEDIMENT DURING A RAINSTORM. TRADITIONAL PRACTICE, USING SILT SCREENS, HAY BALES, AND FILTER FABRIC UNDER STORM GRATES PROVIDE ONLY LIMITED PROTECTION. CATCH -ALL WILL HOLD 2 CUBIC FEET OF GRAVEL, SILT, AND DEBRIS, AND CAN BE MOVED FROM SITE -TO SI TE. STAINLESS STEEL BAND (HEMMED INTO BAG) POLYESTER MESHY REINFORCEMENT ' POLYPROPYLENE ��, 4.�s,: GEOTIXFILTER FABRIC (OUTER LAYER) M'�?>� (INNER LAYER) CATCH -ALL HAS BEEN APPROVED FOR USE ON MANY MOT ROAD CONSTRUCTION PROJECTS. PERMANENT INSTALLATION: COMMERCIAL AND INDUSTRIAL SITES WITH IMPERVIOUS SURFACES, SUCH AS ROADS AND PARKING LOTS, PRODUCE STORMWATER RUN -OFF THAT MAY INCLUDE PAPER REFUSE, CIGARETTES, SEDIMENT, AND EVEN SOME FLOATING OILS. THESE CONTAMINANTS CAN QUICKLY ADD UP TO A SIGNIFICANT AMOUNT IN CATCH BASINS OR MUNICIPAL SYSTEMS. WITHOUT PROPER TREATMENT, STORMWATER LADEN WITH SUCH MATERIALS CAN POLLUTE STREAMS, LAKES, AND NEAR -SHORE WATERS. THE UNIQUE DESIGN OF THE REUSABLE STEEL FRAME OF CATCH -ALL PROVIDES AN OVERFLOW CAPACITY GREATER THAN THE OPEN AREA OF THE GRATE IT FITS UNDER. THIS MEANS LITTLE CHANCE FOR WATER TO BACK UP OR POOL, EVEN BETWEEN SCHEDULED CLEANINGS. THE DURABLE, REINFORCED SEDIMENT BAG CAN BE CLEANED NUMEROUS TIMES AND IS EASILY REPLACED IN THE FIELD. THE ENTIRE UNIT IS INSTALLED BELOW GRADE AND NO REBAR, CLIPS, OR STRAPS ARE EXPOSED ON THE SURFACE. WITH A TOP FLANGE LESS THAN 1/8" THICK, THE ADDITIONAL HEIGHT EXPOSURE OF THE GRATE IS MINIMAL. CATCH -ALL CAN BE AN IMPORTANT SUPPLEMENT FOR CATCH BASINS AND UNDERGROUND STORMWATER STORAGE SYSTEMS THAT ARE USUALLY DIFFICULT TO ACCESS FOR CLEANING. CATCH -ALLS ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE CASTING. END D2 LAND &WATER RESOURCE INC. P.O. BOX 20792 INDIANAPOLIS. IN 46220 PHONE (317) 917 -2180 FAX (317) 917 -2181 TOLL FREE (800) 597 -2180 www.d2lwr.com v M PLAN EXTEND APRON TO LENGTH SHOWN ON EROSION CONTROL PLAN (10' MINIMUM) APRON D i---- NO OVERFALL STORM PIPE-- FILTER FABRIC SECTION NOTES: 1. FOUNDATION SHALL BE GEOTEXTILE FABRIC FOR STABILIZATION AND WELL- GRADED FILTRATION OR GRAVEL FILTER LAYER AT LEAST 6 IN. THICK 2. STONE SHALL BE HARD, ANGULAR, AND HIGHLY WEATHER- RESISTANT RIPRAP STONE AT A THICKNESS OF 12 IN. MINIMUM OR TWO TIMES THE STONE DIAMETER, WHICHEVER IS GREATER. 3. MAKE SURE THE TOP OF THE RIPRAP APRON IS LEVEL WITH OR SLIGHTLY BELOW THE RECEIVING STREAM. (RIPRAP SHOULD NOT RESTRICT THE CHANNEL OR PRODUCE AN OVERFALL). 4. REFER TO SHEET C4.9 FOR DETAIL OF BANK ARMORMENT AT OUTLET TO LEGAL DRAIN. RIPRAP MAINTENANCE REQUIREMENTS 1. INSPECT PERIODICALLY FOR DISPLACED ROCK MATERIAL, SLUMPING, AND EROSION AT EDGES, ESPECIALLY DOWNSTREAM OR DOWNSLOPE. OUTLET PROTECTION DETAIL NOT TO SCALE NON WOVEN SPACE POSTS PER GEOTEXTILE MANUFACTURER FABRIC _RECOMMENDATIONS NOTE: FILTER FABRIC I WOOD POST POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST FLOW I MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING I INSTALLATION AND TO SUPPORT APPLIED - � LOADS. f'• • • ( - FABRIC SHALL BE A NEEDLE PUNCHED 11 I I I I NON -WOVEN GEOTEXTILE FABRIC CONSISTING OF -I I I III , , N STRONG, ROT RESISTANT, MATERIALS RESISTANT _ TO DETERIORATION FROM ULTRAVIOLET AND FABRIC -III I III- HEAT EXPOSURE. EXTEND _ MINIMUM 8" FABRIC BURY REQUIRED. " IIII_ TO 8 BELOW � � �- SURFACE SILT FENCE CONSTRUCTION NOT TO SCALE SILT FENCE INSTALLATION REQUIREMENTS: SITE PREPARATION: 1. PLAN FOR THE FENCE TO BE AT LEAST 10 ft. FROM THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. 2. PROVIDE ACCESS TO THE AREA IF SEDIMENT CLEANOUT WILL BE NEEDED. OUTLET CONSTRUCTION (OPTIONAL): 1. DETERMINE THE APPROPRIATE LOCATION FOR A REINFORCED, STABILIZED BYPASS FLOW OUTLET (UNLESS THE FENCE IS DESIGNED TO RETAIN ALL RUNOFF FROM A 2 YEAR FREQUENCY, 24 HR DURATION STORM EVENT) 2. SET THE OUTLET ELEVATION SO THAT WATER DEPTH CANNOT EXCEED 14 ft. AT THE LOWEST POINT ALONG THE FENCE LINE. 3. LOCATE THE OUTLET WEIR SUPPORT POSTS NO MORE THAN 4 ft. APART, AND INSTALL A HORIZONTAL BRACE BETWEEN THEM. (WEIR HEIGHT SHOULD BE NO MORE THAN 1 ft. DEEP, 5 ft. WIDE, AND 3 ft. LONG ON LEVEL GRADE. I 150' MIN. ❑ ❑ A I o° p 0 ° O •° O O O 'QO OD O O � W a I oO °� ° Q 00 �� �O �•O C'. ef -C) ❑ ! ° °doOO O�po•Qoo�Jo °o°DQ o °coa0 ❑ O o p �Q OD° o q p.� Q I 'o °�jd �'°•�. •040 0 °.�• o 10� oo ° Q O`er ° O .O ° O o O� 000050 O O 0• �• 00 O �j 20 MIN. ❑ O I ° �� ° �p\no Qppo�O O • q 00 .0 p,o �J�o DO ❑ 0' I •o D00 p O. p p OO�o� °� 00" O .� °' V vDO OQ ��^p ° O I o. �p0o OQ o. �• 00° o �p I � O°•O 0 0 Apo 06 a� Poon Q O o• O�° ° ❑ 0 0 �pc) ° O Q ° •o 00 • p 00 0 .o °'O ❑ ❑ ❑ I a D 10 MIL PLASTIC I 6" MIN. IN DOT GRADATION NO. 2 LINING I CRUSHED STONE ON GEOTEXTILE FABRIC CONCRETE TRUCK N 01 IT nt` TA I I NOT TO SCALE 1. LOCATE WASH OUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR BODIES OF WATER. DO NOT ALLOW RUNOFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. 2. TEMPORARY WASH OUT FACILITIES SHOULD HAVE A TEMPORARY PIT AREA OF SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND SOLID WASTE CONCRETE MATERIALS GENERATED DURING WASH OUT PROCEDURES. 3. ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO WASH OUT PIT. 4. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 5. THE CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY FOR PUNCTURES OR TEARS IN THE PLASTIC LINER. THE LINER SHALL BE REPLACED UPON REMOVAL OF HARDENED CONCRETE. 6. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 12 INCHES FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE WASH OUT FACILITIES SHOULD INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITY TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. IN ACCORDANCE WITH LOCAL STANDARDS. 7. CONCRETE WASHOUT AREAS SHALL BE CLEARLY MARKED WITH LATH & FLAGGING AND A SIGN POSTED AND LABELED "CONCRETE WASHOUT ". LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE. 8. THE CONCRETE WASH OUT AREA SHALL BE REPAIRED AND /OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 9. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. 10. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF AT AN APPROVED SITE STRUCTIO NOT TO SCALE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE INSTALLATION REQUIREMENTS 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA, AND GRADE AND CROWN FOR POSITIVE DRAINAGE. 3. IF SLOPE TOWARDS THE ROAD EXCEEDS 27., CONSTRUCT A 6 -8 in. HIGH WATER BAR (RIDGE) WITH 3:1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 ft. FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD. 4. INSTALL PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 5. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 6. PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION /SEDIMENT CONTROL PLAN, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS; 1. INSPECT ENTRANCE PAD AND SEDIMENT AREA WEEKLY AND AFTER STORM EVENTS OF HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT ROCK TRAP OR BASIN. 5. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY. zoo E 0 m N U H s C C (n CV L Q 0 t g ZZM•- JU o�w =0-o U) QLo C) Z U-) N Q ~ �z� co J w U z 0 W oc z Q v U w Q oE]E]o op00ppo CERTIFIED BY 4. EXCAVATE THE FOUNDATION FOR THE OUTLET SPLASH PAD TO MINIMUMS OF 1 ft. AND PED Q WATER DEPTH NO MORE THAN 14 ft. ANYWHERE ELSE ALONG THE FENCE.) JOB NO. 5. FILL THE EXCAVATED FOUNDATION WITH INDOT CA NO. 1 STONE, BEING CAREFUL THAT � W THE FINISHED SURFACE BLENDS WITH THE SURROUNDING AREA, ALLOWING NO OVERFILL. ® 6. STABILIZE THE AREA AROUND THE PAD. ~ FENCE CONSTRUCTION: Co 1. ALONG THE ENTIRE INTENDED FENCE LINE, DIG AN 8 in. DEEP FLAT - BOTTOMED OR cq aaM V- SHAPED TRENCH. 2. ON THE DOWNSIDE SLOPE OF THE TRENCH, DRIVE THE WOOD OR STEEL SUPPORT POSTS . J Q AT LEAST 1 ft. INTO THE GROUND (THE DEEPER THE BETTER!), SPACING THEM NO MORE V � Q THAN 8 ft. APART IF THE FENCE IS SUPPORTED BY WIRE OR 6 ft. IF EXTRA - STRENGTH Q g FABRIC IS USED WITHOUT SUPPORT WIRE. ADJUST SPACING, IF NECESSARY, TO ENSURE CL THAT POSTS ARE SET AT THE LOW POINTS ALONG THE FENCE LINE. (NOTE: IF THE FENCE z HAS PRE - ATTACHED POSTS OR STAKES, DRIVE THEM DEEP ENOUGH SO THE FABRIC IS O uj SATISFACTORILY IN THE TRENCH AS DESCRIBED IN STEP 6). 3. FASTEN SUPPORT WIRE FENCE (IF THE MANUFACTURER RECOMMENDS ITS USE) TO THE SANDBAG UPSLOPE SIDE OF THE POSTS, EXTENDING IT 8 in. INTO THE TRENCH. O 4. RUN A CONTINUOUS LENGTH OF GEOTEXTILE FABRIC IN FRONT (UPSLOPE) OF THE cc SUPPORT WIRE AND POSTS, AVOIDING JOINTS, PARTICULARLY AT LOW POINTS IN THE FENCE LINE. MIL PLASTIC I I z LINING - LINING 5. IF A JOINT IS NECESSARY, NAIL THE OVERLAP TO THE NEAREST POST WITH LATH. I v 6. PLACE THE BOTTOM 1 ft. OF FABRIC IN THE 8 in. DEEP TRENCH, EXTENDING THE REMAINING 4 in. TOWARD THE UPSLOPE SIDE. - N 7. BACKFILL THE TRENCH WITH COMPACTED EARTH OR GRAVEL. 1� �I I� SECTION A -A c* NOTE: IF USING A PRE - PACKED COMMERCIAL SILT FENCE RATHER THAN CONSTRUCTING ONE, FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. LATH &FLAGGING SILT FENCE MAINTENANCE REQUIREMENTS; ON ALL SIDES SANDBAG 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 10' (MIN.) (TYP.) 2. IF FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS ❑ ❑ ❑ tic 4. LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED REMOVE THE FENCE AND y SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. I 150' MIN. ❑ ❑ A I o° p 0 ° O •° O O O 'QO OD O O � W a I oO °� ° Q 00 �� �O �•O C'. ef -C) ❑ ! ° °doOO O�po•Qoo�Jo °o°DQ o °coa0 ❑ O o p �Q OD° o q p.� Q I 'o °�jd �'°•�. •040 0 °.�• o 10� oo ° Q O`er ° O .O ° O o O� 000050 O O 0• �• 00 O �j 20 MIN. ❑ O I ° �� ° �p\no Qppo�O O • q 00 .0 p,o �J�o DO ❑ 0' I •o D00 p O. p p OO�o� °� 00" O .� °' V vDO OQ ��^p ° O I o. �p0o OQ o. �• 00° o �p I � O°•O 0 0 Apo 06 a� Poon Q O o• O�° ° ❑ 0 0 �pc) ° O Q ° •o 00 • p 00 0 .o °'O ❑ ❑ ❑ I a D 10 MIL PLASTIC I 6" MIN. IN DOT GRADATION NO. 2 LINING I CRUSHED STONE ON GEOTEXTILE FABRIC CONCRETE TRUCK N 01 IT nt` TA I I NOT TO SCALE 1. LOCATE WASH OUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR BODIES OF WATER. DO NOT ALLOW RUNOFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. 2. TEMPORARY WASH OUT FACILITIES SHOULD HAVE A TEMPORARY PIT AREA OF SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND SOLID WASTE CONCRETE MATERIALS GENERATED DURING WASH OUT PROCEDURES. 3. ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO WASH OUT PIT. 4. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 5. THE CONCRETE WASHOUT AREA SHALL BE INSPECTED DAILY FOR PUNCTURES OR TEARS IN THE PLASTIC LINER. THE LINER SHALL BE REPLACED UPON REMOVAL OF HARDENED CONCRETE. 6. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 12 INCHES FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY CONCRETE WASH OUT FACILITIES SHOULD INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITY TO A FUNCTIONAL CONDITION. HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. IN ACCORDANCE WITH LOCAL STANDARDS. 7. CONCRETE WASHOUT AREAS SHALL BE CLEARLY MARKED WITH LATH & FLAGGING AND A SIGN POSTED AND LABELED "CONCRETE WASHOUT ". LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE. 8. THE CONCRETE WASH OUT AREA SHALL BE REPAIRED AND /OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 9. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. 10. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF AT AN APPROVED SITE STRUCTIO NOT TO SCALE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE INSTALLATION REQUIREMENTS 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA, AND GRADE AND CROWN FOR POSITIVE DRAINAGE. 3. IF SLOPE TOWARDS THE ROAD EXCEEDS 27., CONSTRUCT A 6 -8 in. HIGH WATER BAR (RIDGE) WITH 3:1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 ft. FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD. 4. INSTALL PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 5. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 6. PLACE STONE TO DIMENSIONS AND GRADE SHOWN IN THE EROSION /SEDIMENT CONTROL PLAN, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS; 1. INSPECT ENTRANCE PAD AND SEDIMENT AREA WEEKLY AND AFTER STORM EVENTS OF HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT ROCK TRAP OR BASIN. 5. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY. zoo E 0 m N U H s C C (n CV L Q 0 t g ZZM•- JU o�w =0-o U) QLo C) Z U-) N Q ~ �z� co J w U z 0 W oc z Q v U w Q oE]E]o op00ppo CERTIFIED BY DATE: 0 DRAWN BY: PED Q BNS JOB NO. CV � W ® �- ~ =3 Co C C) w cq aaM A c . J Q V � Q w Q g a CL .� z O uj 0 Q w LU O W � cc UA O O U) c* DATE: 08/19/11 DRAWN BY: PED CHWD BY: BNS JOB NO. 201100921 U) Ca A W .� z w LU O W � Cc O U) F- J Lu X DATE: 08/19/11 DRAWN BY: PED CHWD BY: BNS JOB NO. 201100921 REVISIONS 1 TAC 11/01/11 • •�.A �. • rt 2011009 21. CE. AD LS. C06 02. ECD. d w g F The area scheduled for construction is known as "HealthSouth Rehabilitation Hospital" (hereinafter referred to as the "Project "). PROJECT LOCATION: The property is located northwest of the intersection of 111th Street and future Illinois Street expansion in Carmel, Indiana, at a latitude of 39'57'00.93" N and a longitude of 86'09'43.28" W. OWNER'S INFORMATION: Name: HealthSouth Corporation Address: 3660 Grandview Parkway, Suite 200, Birmingham, AL 35243 Representative: Elizabeth Mann Title: Senior Project Manager Telephone: (205) 970 -7850 Facsimile: (205) 969 -7433 OPERATOR'S INFORMATION: Name: HealthSouth Corporation Address: 3660 Grandview Parkway, Suite 200, Birmingham, AL 35243 Representative: Elizabeth Mann Title: Senior Project Manager Telephone: (205) 970 -7850 Facsimile: (205) 969 -7433 NOTICE OF INTENT: All parties defined as owners or operators must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of on -site construction activities. Submittal of late N01's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party meeting either of the following requirements: a. The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications. b. The party has day-to -day operational control of those activities at a project that are necessary to ensure compliance with a storm water pollution prevention plan for the site or other permit conditions. Refer to Site Plan This project consists of the construction of the development of approximately 6.3 acres in Carmel, Indiana. The development includes the construction of a rehabilitation hospital building including infrastructure, not limited to the following activities: removal and stockpiling of topsoil and installation of sanitary sewers and laterals, water laterals, storm sewers, and other utilities. The site shall be paved and landscaped. The drainage plans for the site include a storm sewer designed for conveyance of 10 -year flood discharges to the proposed detention pond southwest of the proposed hospital building. A4 VICINITY MAP; Refer to Title Sheet A5 LEGAL DESCRIPTION OF PROJECT SITE A part of the Northwest Quarter of Section 2, Township 17 North, Range 3 East located in Clay Township, Hamilton County, Indiana being bounded as follows: Commencing at the Southwest Corner of the Northwest Quarter of Section 2, Township 17 North, Range 3 East; thence North 88 degrees 57 minutes 32 seconds East (assumed bearing) 597.64 feet along the South Line of said Northwest Quarter; thence North 1 degree 02 minutes 28 seconds West 396.50 feet to the point of beginning of this description: thence northerly 231.95 feet along the arc of a curve to the left having a radius 2,144.53 feet and subtended by a long chord having a bearing of North 1 degree 20 minutes 31 seconds East 231.84 feet; thence 0 North 0 degrees 49 minutes 50 seconds West 275.62 feet; thence North 0 degrees 49 minutes 37 seconds West 0 67.69 feet; thence easterly 34.26 feet along the arc of a non - tangent curve to the right having a radius 39.50 feet X and subtended by a long chord having a bearing of North 70 degrees 54 minutes 18 seconds East 33.20 feet; bi thence South 84 degrees 14 minutes 49 seconds East 206.55 feet; thence easterly 118.52 feet along the arc of a 0_ curve to the left having a radius 276.00 feet and subtended by a long chord having a bearing of North 83 degrees � 27 minutes 03 seconds East 117.61 feet; thence easterly 27.70 feet along the arc of a curve to the right having a radius 48.00 feet and subtended by a long chord having a bearing of North 87 degrees 40 minutes 57 seconds East 0 27.32 feet; thence South 40 degrees 45 minutes 23 seconds East 184.79 feet; thence southeasterly 262.93 feet U along the arc of a non - tangent curve to the right having a radius of 451.12 feet and subtended by a long chord o f South 23 degrees 58 minutes 29 seconds East 259.22 feet; thence South 89 degrees 55 a minutes 55 seconds West 49.06 feet; thence southwesterly 114.61 feet along the arc of a curve to the left having a c) radius 137.00 feet and subtended by a long chord having a bearing of South 65 degrees 57 minutes 57 seconds N West 111.30 feet; thence South 41 degrees 59 minutes 59 seconds West 164.30 feet; thence southwesterly 89.64 feet o along the arc of a curve to the right having a radius 107.00 feet and subtended by a long chord having a bearing 0 of South 66 degrees 00 minutes 00 seconds West 87.04 feet; thence North 90 degrees 00 minutes 00 seconds West j 04 267.30 feet to the POINT OF BEGINNING and containing 6.311 acres, more or less. u7 J A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS: o_ V) The site will not be subdivided; therefore, there are no individual lots on the property. The Site Plan shows the proposed site o improvements. Q w A7 HYDROLOGIC UNIT CODE (HUC) Z 05120201090060 Q AS STATE AND FEDERAL WATER QUALITY PERMITS: > None are required for this project. V) Ag SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE 0 Z Stormwater drainage from the site will be conveyed by a proposed storm sewer to a proposed detention pond located at the Q southwest corner of the site. The ultimate receiving waters for the detention pond is Williams Creek. Of 0 A10 LOCATION AND NAME OF ALL WETLANDS LAKES AND WATERCOURSES ON AND ADJACENT TO THE SITE; 6 NWilliams Creek is located southwest of the project site. o All IDENTIFICATION OF ALL RECEIVING WATERS; i o The ultimate receiving water is Williams Creek. N -"' Al2 IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER L w There are no locations on site where surface water may be discharged into ground water. J_ L` A13 100 -YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES: 0 3. The site does not lie within any floodplain, floodway, or floodway fringe. The information was obtained from Flood Insurance Q Rate Map (FIRM) for Hamilton County, Indiana, Community Hamilton County, City of Carmel, Community Number 180080 & 0 180081, Panel Number 0208F, dated February 19, 2003. Of A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE: o' = Pre - construction 10 -year discharge: 9.87 cfs 8 Post - construction 10 -year discharge: 0.61 cfs ao r All 5 ADJACENT LAND USE M North: Commercial °w East: Commercial o South: Residential w West: Residential /Agricultural a A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: 4- Refer to the Erosion Control Plan for the construction limits 4 1 A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER: At this time, agricultural cover exists. M 00 w Q 0 F- �0 �w '-,,V- .. W J Li <a Q U oV) Z� Z 0 iY J Q_ 0_ L. A18 SOILS MAP INCLUDING SOIL DESCRIPTION AND LIMITATIONS: Soil information from the county Soil Survey is on the Erosion Control Plan. This site has Brookston silty clay loam and Crosby silt loam soils. The suitability of the soils for shallow excavations is very limited. The on -site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for a building. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with engineered material, installation of a geofabric within or under the floor system, or treatment of the subgrade with lime. The suitability of the soils for local roads and streets is very limited. The on -site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the pavement system. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with engineered material, installation of a geofabric within or under the pavement system, or treatment of the subgrade with lime. The suitability of the soils for lawns and landscaping ranges from very limited to somewhat limited. The on -site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for lawns and landscaping. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with engineered material. Other suitability or limitations of the soil for the other classifications of use are not applicable to this project. A19 LOCATIONS SIZE AND DIMENSIONS FOR PROPOSED STORMWATER SYSTEMS: Locations of stormwater systems: See Grading Plan Size of storm sewer: See Grading Plan Details of storm inlets and manholes: See Site Details A20 PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT: Off -site construction activities shall consist of connections to existing utility services and the roadway around the site. A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW_ZQISPOSA L• Excess soil shall be immediately stockpiled and seeded and /or removed from the construction site in accordance with all applicable laws. A22 EXISTING SITE TOPOGRAPHY: Refer to the Existing Topography Plan Sheet. A23 PROPOSED FINAL SITE TOPOGRAPHY: Refer to the Grading Plan. B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: The following potential pollutant sources may be associated with construction activities on site: 1. Material storage areas (more specifically described below). 2. Construction waste material. 3. Fuel storage areas and fueling stations. 4. Exposed soils. 5. Leaking vehicles and equipment. 6. Sanitary waste from temporary toilet facilities. 7. Litter. 8. Windblown dust. 9. Soil tracking off site from construction equipment. The following construction materials will be staged or stored on site at various points during development of the site: 1. Structural fill. 2. Road Base. 3. Plastic drainage pipe. 4. Water main pipe and appurtenances. 5. Concrete drainage pipe. 6. Concrete culverts. 7. Precast concrete manholes. 8. Rock rip -rap. R2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE CTIVITIES: 1. Install construction entrance. 2. Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed. Post the N01 at the entrance. Add protection measures to existing inlets. 3. Install staging area, fueling station, material storage area and concrete truck washout. 4. Strip the top soil and grade. 5. Complete the cut and fills on the site. Final grade and seed the pond slopes. Install check dams or stabilize the slopes with erosion control blankets. 6. Prior to building construction install stone surface for paved areas. 7. Building pads left dormant for more than 15 days, must be temporarily seeded. 8. Start building construction. Install staging area for building materials. 9. Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the inlet and install riprap outlet protection prior to installing outlets. Final grade and stabilize slopes when inlets are functioning. 10. Seed the perimeter of the site. 11. Complete utility installation, curbs, paving, and building construction. 12. Install landscaping plant material and stabilize all disturbed areas. 13. Remove all erosion and sediment control practices when areas have a uniform grass cover. B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: Refer to the Erosion Control Plan for location and Erosion Control Details for details. B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt Fence will be installed to prevent sedimentation from leaving the site. Because lengths and heights of the slopes are small, more aggressive erosion control measures were not considered. Refer to Sheet Erosion Control Details for details. SEDIMENT There are no proposed concentrated flow areas on -site. Straw bales and silt fences will not be allowed as concentrated flow protection measures. 86 STORK! SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS: The contractor shall install inlet protection in each inlet in paved areas and in grass areas during construction. Refer to the Erosion Control Plan for locations and refer to Erosion Control Details for details. Straw bales alone will not be allowed as inlet protection measures. B7 RUNOFF CONIROL MEASURES: Not applicable. B8 STORMWATER OUTLET PROTECTION SPECIFICA ONS; Stormwater outlets will be protected by riprap aprons. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. 89 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: Rip rap aprons at outlets will be utilized to prevent grade destabilization. Refer to Erosion Control Plan for locations and Erosion Control Details for details. 1310 LOCATION DIMENSIONS SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE: The detention pond will provide a sediment removal function in addition to the primary function of controlling peak discharges from the site. Temporary or permanent surface stabilization required for thin or bare area that is inactive for 15 days or more. B11 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: Refer to the Erosion Control Details, within the Seasonal Soil Protection Chart. B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS: A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soil amendments such as peat, compost or manure shall be applied at 2" depth evenly over soil and incorporated into the top 6" of topsoil. Provide fertilizer with percentage of nitrogen required to provide not less than 1 pound of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days. B. Fertilizer for lawns: provide a fast release fertilizer with a composition of 1 lb per 1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by weight. C. Slow- release fertilizer for trees and shrubs: granular fertilizer consisting of 50 percent water - insoluble nitrogen, phosphorous and potassium made up of a composition by weight of 5 percent. D. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter, and other objects that may interfere with planting or maintenance operations. E. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. F. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray. G. Install erosion control blankets as indicated on the plan. H. Protect seeded areas against erosion by spreading clean, seed -free straw mulch after completion of seeding operations. Spread uniformly to form a continuous blanket not less than 1 -1/2 inches loose measurements over seeded areas. I. Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn areas disturbed by construction activities including tree and shrub installation. J. Refer to the Erosion Control Details, within the Seasonal Soil Protection Chart for timing of temporary and permanent seeding and grass seed specifications. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: Solid Waste Disposal: No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpster's. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and /or appropriate local municipality to accept the waste for disposal. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste: Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the facility. Dust Control /Off -Site Vehicle Tracking: During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked onto existing streets. If sediment escapes the construction site, off -site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts. SanitaryZSeptic: Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors. The location of any sanitary facilities should be indicated on the stormwater pollution prevention plan by the operator following on -site location of said facilities. Water Source; Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private well approved by the State or local health department. Equipment Fueling and Storage Areas• Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they may be washed away during a rain event. Equipment wash down (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited. Hazardous Material Storage: Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations. As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials Management Plan and /or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the storage areas. Material Handling and Spill Prevention• Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1- 800 - 424 -8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local Soil and Water Conservation District. The SWPPP must be revised within 14 calendar days after the release to reflect the release, stating the information above along with modifications to minimize the possibility of future occurrences. Each contractor and subcontractor is responsible for complying with these reporting requirements. Concrete Washout: All concrete trucks waste material shall be completely contained and disposed in accordance with all loc al state, and federal regulations. A pit or container is required when cleaning concrete chutes. Spill Response Plan: Minor - Small spills that typically involve oil gasoline, paint, hydraulic fluid etc. Minor spills can be controlled by the first responder at the discovery of the spill. • Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury. Use c,bsorbent material to clean -up spill material and any subsequently contaminated soil and dispose of properly. Semi - significant Spills - Approximately ten gallons or less of pollutant with no contamination of ground or surface waters. Minor spills can be generally controlled by the first responder with help from other site personnel. This response may require other operations to stop to make sure the spill is quickly and safely addressed. At the discovery of the spill: • Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury. • Use absorbent material to clean -up spills and dispose of properly. Spills on impervious surfaces should be contained with a dry absorbent. Spills on clayey soils should be contained by constructing an earthen dike and should be disposed of as soon as possible to prevent migration deeper into the soil and groundwater. Dispose of contaminated soils or absorbents properly. • Contact 911 if this spill could be a safety issue. • Contact supervisors and designated inspectors immediately • Contaminated solids to be removed to an approved landfill. Major or Hazardous Spills - More than ten gallons, there is the potential for death, injury or illness to humans or animals or has the potential for surface or groundwater pollution. • Control or contain the spill without risking bodily harm. Temporarily plug storm drains if possible to prevent migration of the spill into the stormwater system. • Immediately contact the local Fire Department at 911 to report any hazard material spill. • Contact supervisors and designated inspectors immediately. Other county or municipal officials (City of Carmel Engineering Department) responsible for storm water facilities should be contacted as well. The contractor is responsible for having these contact numbers available at the job site. A written report should be submitted to the owner as soon as possible. • As soon as possible but within 2 hours of discovery, contact the Department of Environmental Management, Office of Emergency Response 1- 888 - 233 -7745. The following information should be noted for future reports to IDEM or the National Response Center. o Name, address and phone number of person making the spill report o The location of the spill o The time of the spill o Identification of the spilled substance o Approximate quantity of the substance that has been spilled or may be further spilled o The duration and source of the spill o Name and location of the damaged waters o Name of spill response organization o What measures were taken in the spill response o Other information that may be significant Additional regulation or requirements may be present. A spill response professional should be consulted to make sure all appropriate and required steps have been taken. Contaminated solids should only be removed from the site after approval is given by Emergency Response. B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE: Inspection Schedule /Repor, tins: All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater. Where sites have been final or temporarily stabilized or on sites where runoff is unlikely due to winter conditions (e.g., site is covered with snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month. Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project. Inspection reports shall be completed including scope of the inspection, names) and qualifications of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on -site reports may be requested by inspections conducted by the local Soil and Water Conservation District. Construction Entrance: Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls as described in this SWPPP. Material Storage Inspections: Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and /or impounded so that pollutants cannot discharge from storage areas. Off -site material storage areas used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the site inspection reports. Stabilization_ Inspectio Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all areas are covered with pavement or have a stand of vegetation with at least 70% of the background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Erosion and Sediment Control Inspections All controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. The following is a list of inspection /maintenance practices that will be used for specific controls: 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. 2. Inlet Protection: Sediment should be removed when it reaches approximately one -half the height of the fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by 50 %. 3. Diversion Swales: Clean debris or other obstructions as needed. Damage from storms or normal construction activities (i.e., tire ruts) shall be repaired immediately. 4. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather - related events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform protection. 5. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to one -half of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 6. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 7. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. 8. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. 9. Straw Bales: Replace straw bales that show signs of deterioration. 10. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule. 11. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. In the event that sediment escapes the construction site, off -site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by the next rainfall and /or pose a safety hazard to users of public streets. Modifications /Revisions to SWEEP; Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven calendar days of the inspection. A modification is necessary if a control measure or operational procedure does not provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within seven calendar days of the inspection. It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or contractor /subcontractor practices could make it necessary to install more controls than were originally planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional silt barrier or other structural controls. Assessing the need for and installing additional controls will be a continuing contractor /subcontractor responsibility until final stabilization is achieved. Contractors and subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the intended goals. Notice of Termination; Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator /permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. B15 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS: Since the entire site is under a single ownership, there are not any individual building lots. C1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE; The proposed land use is commercial. The pollutants and sources of each pollutant normally expected from this type of land use are listed below: Pollutant Source: Passenger vehicles, delivery vehicles. Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, , ass metal and plastic fragments, ments grit, road antifreeze, windshield cleaner solution, brake fluid, brake dust, g p g g , de -icing materials. Pollutant Source: Office building. Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system. Pollutant Source: Trash durripster. Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. Pollutant Source: Parking lot. Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, wind -blown litter from off -site sources, elevated water temperatures from contact with impervious surfaces. Pollutant Source: Lawn and landscape areas. Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) The anticipated pollution sources are the vehicles that will use facility, including both delivery trucks and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other pollutants associated with vehicular traffic. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: The stormwater detention ponds will remain in place as permanent features after construction is completed. Although the purpose of the ponds is to restrict stormwater discharges, they will provide an incidental sediment removal function. Oils, grease, brake fluid and gasoline spilled on -site shall be immediately absorbed with products such as perlite vermiculite, sand or polypropylene and disposed of in accordance with local regulations. C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES: Grading and Drainage: Top soil will be placed in lawn areas and seeded with grass and graded; not to exceed 3:1 slopes. proposed landscape trees and shrubs will also be added. These bio areas will act as a natural filter strip to help improve storm water quality. The vegetated areas will slow the velocities of storm water runoff, reduce sediment runoff, and reduce problems associated with mud or dust from bare soils. Detention Pond; All of the site drainage will be directed through the detention system prior to discharge. The detention pond encourages sediment removal by providing more time for settling and infiltration to occur. Swirl Concentrator: The site drainage from the proposed hospital and the remainder of the site will be directed through a swirl concentrator before being discharged. The swirl concentrator uses vortex motion to help separate sediment and floatables from the stormwater. Good Housekeeping measures; Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction in fertilizer overspray can be incorporated by the owner and /or occupant. C4 LOCATION DIMENSIONS SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE: The following items are stormwater quality measures that will be installed during construction. These items will remain in place after construction is completed and are considered to serve an incidental function as post- construction stormwater quality BMPs. Grass Strip; Grass strips and vegetation will act as a natural filter strip to aide in storm water quality. Detention Pond; There is one wet detention pond located on -site on the southwest corner of the property. Swirl Concentrator: There is one swirl concentrator located on the south side of the property. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST - CONSTRUCTION STORMWATER QUALITY MEASURES: Maintenance requirements for the detention pond, swales and inlet sumps, which will remain in place after construction is completed, are described below. Post construction maintenance requirements for the vegetated areas, detention pond and swirl concentrator are to include periodic inspection as needed or at least every six months. Sediment shall be disposed of off site in accordance with all applicable laws. Areas that show signs of erosion shall be stabilized with erosion control blanket and /or seed as necessary. 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CLASS I BEDDING B .....: MATERIAL HAND TAMPED OR WALKED f INTO PLACE TO MIN. OF 12 ABOVE " " ACTED OF PIPE AND B BORROW COMPACTED °;: •:. �.:::�� :.�`� -'. •..- ...::•.,:::::.,�:'';' :.:::•�. TO 95% STANDARD PROCTOR DENSITY TO _ TOP OF TRENCH. NOTE: ALL INITIAL BACKFILL SHALL LEGEND BE INSTALLED IN 6" TO 12" BALANCED LIFTS. Bc= OUTSIDE DIAMETER A MINIMUM 9" OF CLEARANCE D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH d= DEPTH OF BEDDING SIDE OF THE INSTALLED PIPE. MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27" & SMALLER 4 30' TO 60" 4 66" & LARGER 4 PLASTIC PIPE (PVC & HDPQ BEDDING DETAIL NOT TO SCALE DISTANCE DEFINED BY D.O.T. REQUIREMENT MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT h. EDGE OF PAVEMENT, CURB q`25.•' +t.1• GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY MIN. 12" IF NOT WITHIN 5' OF EDGE OF C USHED STONE �OOLED CONTROL JOINT APPLY ANTI - SPALLING /8 WIDE, MIN. 4 DEPTH 4" CONC. SLAB W/ COMPOUND BROOM FINISH n 6 1" RADIUS - TOOLED W1 4 W W F ROUND EDGE 6x6 W1.4x . x . • • ' Q .+o oe 0 �• o • o . 0 0 o4�b 0 0 . 00 0 0� 0 0 0 i -1 I I =I I I =1 I I =1 I =III '. •' .l -I�� ;�I�I =III1 ,ICI =II •l•,'•. GRANULAR FI LL 6" ' 0 ~ IPAVEMENT PAVEMENT USE 8 R 4 RE BAR (CONT.)--- E Q UIV. CLAS S I BEDDING • fOP & BOTTOM MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE AND REGULAR BACKFILL TO d TOP OF TRENCH. COMBINED CURB & WALK DETAIL NOT TO SCALE TOOLED JOINT I /2" JOINT SEALER NOTE: EXP. JOINTS ® BLDGS., OR IMMOVABLE OBJECTS. CONTROL JNT. SPACING MAY X VARY. 4" CONC. SLAB W /6x6 W1.4xW1.4 W.W.F. BROOM FINISH CONT. JNT. 5' -0" " O.C. EXP. JNT. 45' -0" O.C. MAX. TOOL BOTH SIDES OF EXP. JT. APPLY CURING COMPOUNDS APPLIE JT. SEALER TOOLED CONT. JT. 1/8" WIDE MIN. 1" 1/2" PREFORMED EXP. DEEP 1 /2 "R MAT. LEGEND ALL INITIAL BACKFILL SHALL Bc= OUTSIDE DIAMETER BE INSTALLED IN 6" TO 12" D= INSIDE DIAMETER BALANCED LIFTS. d= DEPTH OF BEDDING ;; :;:::..' ° • MATERIAL BELOW PIPE MIN. 12" IF WITHIN 5' OF EDGE OF SIDE OF THE INSTALLED PIPE. ~'` �': � 12'2 Ib. STEEL SIGN POST (PAINTED) IF NOT WITHIN 5' OF EDGE OF PAVEMENT: USE "B" BORROW PAVEMENT, USE "B" BORROW OR BLUE - ILLUMINATING ': " ' ' ' Bc ` a -- COMPACTED TO 90% STANDARD EQUIV. GRANULAR MATERIAL NOTE: ONLY PRECAST OR POURED IN PLACE j,' ' ��'•' •' r ' •' INLET TYPE "A" # � M, PROCTOR DENSITY TO 1/6 OF COMPACTED TO 95% STANDARD M H. STEPS > =Z • • • PIPE DIAMETER AND REGULAR PROCTOR DENSITY FOR ENTIRE ' _' "F" DIA. ow 1/6 Bc BACKFILL TO TOP OF TRENCH TRENCH BACKFILL w- . V. ': _ d e . e A. DEPTH OF BEDDING MATERIAL BELOW PIPE NOTE: LEGEND ALL INITIAL BACKFILL SHALL Bc= OUTSIDE DIAMETER BE INSTALLED IN 6" TO 12" D= INSIDE DIAMETER BALANCED LIFTS. d= DEPTH OF BEDDING A MINIMUM 9" OF CLEARANCE MATERIAL BELOW PIPE SHALL BE PROVIDED ON EACH AS NEEDED SIDE OF THE INSTALLED PIPE. D d (MIN) 27" & SMALLER 3 30" TO 60" 4 66' & LARGER 6 REINFORCED CONCRETE PIPE CRCPj BEDDING DETAIL NOT TO SCALE PROVIDE 1" SLOPE AT TOP OF FOOTING IF NOT IN CONCRETE WALK GREEN - ILLUMINATING •' '• I i . TAPE (ARROW) J • GREEN - ILLUMINATING TAPE (BORDER) __116f 12 "00' -6" CONCRETE FOOTING. RECESS FOOTING : BELOW CONCRETE WALK 4" E 'II� -I I 1L ..0 • — I I Iz * " VAN ACCESSIBLE " TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. :I i III —I 11 =1 I I —III I 12" ADA ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE 2 1 fV . .f 1 N 4" COMPACTED DRAINAGE FILL EXP. JT. MAT. TO BOTTOM D /8" DIAMETER SMOOTH DOWEL BAR ONE SIDE LUBRICATED W /CAP ® 24-O.C. CONTROL & EXPANSION JOINT AND 4" SIDEWALK DETAIL NOT TO SCALE • co N n �i N I SEE PLANS OR STRUCTURE DATA RESERVED GREEN - ILLUMINATING % I • TAPE (LETTERS) N z 2" DIA. PIPE PARKING AS NEEDED 6 _ 12'2 Ib. STEEL SIGN POST (PAINTED) a - BLUE - ILLUMINATING 00 ` a -- TAPE (SYMBOL BLOCK) J NOTE: ONLY PRECAST OR POURED IN PLACE WHITE - ILLUMINATING INLET TYPE "A" # � M, TAPE (BACKGROUND) Q° _I PROVIDE 1" SLOPE AT TOP OF FOOTING IF NOT IN CONCRETE WALK GREEN - ILLUMINATING •' '• I i . TAPE (ARROW) J • GREEN - ILLUMINATING TAPE (BORDER) __116f 12 "00' -6" CONCRETE FOOTING. RECESS FOOTING : BELOW CONCRETE WALK 4" E 'II� -I I 1L ..0 • — I I Iz * " VAN ACCESSIBLE " TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. :I i III —I 11 =1 I I —III I 12" ADA ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE 2 1 fV . .f 1 N 4" COMPACTED DRAINAGE FILL EXP. JT. MAT. TO BOTTOM D /8" DIAMETER SMOOTH DOWEL BAR ONE SIDE LUBRICATED W /CAP ® 24-O.C. CONTROL & EXPANSION JOINT AND 4" SIDEWALK DETAIL NOT TO SCALE • co N n �i N • SEE PLANS OR STRUCTURE DATA as • MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE • r�/. to OUTLET PIPE PLAN 1/2-CEMENT SEE PLANS OR STRUCTURE DATA "G" TABLE FOR TYPE OF CASTING MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE " " 3" DIA. PIPE N z 2" DIA. PIPE ^ w z > 0° Qa > 1 I w v r- 00 CLASS "A" CONC. SECTION J NOTE: ONLY PRECAST OR POURED IN PLACE PERMITTED INLET TYPE "A" ° NOT TO SCALE Q° _I MANHOLE 1/2-CEMENT TYPE "G" "F" MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE MAXIMUM PIPE SIZE FOR MAINLINE J 24 "to36" 60" 33" 36" DROP MAY BE USED WITH MANHOLE TYPE J AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE J. CONCRETE "0" RINGS 1/2-CEMENT MORTAR xa o PRECAST CONC. ° ' a a MANHOLE - - -- — 11� c Dob >=�'� io 24" DIA. Z `Z J g m co fn 4' -0" DIA. In .__ ° Q° _I i .' • 4_ Z 0 Y N •' '; a' ; .. a U `A .. a A. T. d : • '. • •.:. i� #2�OR #8 STON 6" CLASS "A" 6" CONCRETE TYP E "J" MANHOLES NOTE TO SCALE Z REDUCER CAP X "cn 1/2" CEMENT MORTAR w J Z M o > M 4" MIN. MANHOLE STEPS AT 16" MAX. ON CENTER. (SEE DETAIL) PRECAST MANHOLE SECTION GROUT SLOPE TACK COAT HMA SURFACE 9.5mm iv HMA INTERMEDIATE 19.Omm N N0. 53 STONE CURRENT INDOT SPECIFICATIONS ,/ % ' %.., i ., :' i, ..% i / >< N0. 2 STONE ... i ... ......, :........,i : :......... COMPACTED & WELL DRAINED SUBGRADE COMPACTED TO 95% DENSITY PER A STM DRY D MAX. LIGHT DUTY ASPHALT D1557 PAVEMENT SECTION NOT TO SCALE TACK COAT in HMS SURFACE 9.5mm ............... ........------ _ ............------ ._....----------------- .. ;n HMA INTERMEDIATE 19.Omm — N :'` .. ``:= `:,- =,- =-. `�-- CURRENT INDOT % N0.53 STONE SPECIFICATIONS �.• M NO.2 STONE •-6 COMPACTED &WELL DRAINED ••••• ; - SUBGRADE COMPACTED TO 95% MAX. DRY DENSITY PER ASTM HEAVY DUTY ASPHALT D1557 PAVEMENT SECTION NOT TO SCALE 8" CONCRETE PAVEMENT 6X6- W2.9XW2.9 W.W.F. 6" COMPACTED AGGREGATE BASE CONCRETE PAVEMENT SECTION NOT TO SCALE CROWN CAP W/ CONC. 1" ABOVE TOP OF PIPE " 6 "0 STD. STEEL PIPE GALVANIZED & PAINTED, ' FILLED W/ CONCRETE. e 2'- 0"0x4' 2' -0" x 4' -C SLOPE CON & FINISH W NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. ( maximum spacing ) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR, MECHANICAL UNITS FHH ARE EXPOSED TO TRUCK OR AUTOMOBIL E TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO ( 2 ) BOLLARDS AT EACH DRIVE 6" STD. STEEL PIPE BOLLARD NOT TO SCALE SEE PLANS OR STRUCTURE DATA CONCRETE COLLAR - TABLE FOR TYPE OF CASTING FINISH GRADE Y CONCRETE GRADE RINGS ASTM -C -478, BEDDING MATERIAL 4000 PSI) UTILIZED TORAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING IS 12 ". 0 " PRECAST ECCENTRIC CONE D CONCENTRIC CONE OR HEAVY DUTY LAMPHOLE /� CASTING W/ SOLID LID, NEENAH R -1974 OR EQUAL "45° BEND WYE 11 /4D PRECAST COVER. �\ T CONCRETE CRADLE — — — — — — — BARREL SECTION -48 " DIA. ASTM C -478 CLASS A REINFORCED CONC. PIPE CLEANOUT DETAIL 4000 PSI %� / /�. / /i� / / /� / /ii NOT TO SCALE 4' -0" NOTE: CLASS "A" BEDDING TO BE UTILIZED FOR ALL CLEANOUT INSTALLATIONS (SEE DETAIL) 4" MIN. = YV w O' M o > o CEMENT 12 "' + GROUT 5" PIPE THICKNESS 3" MIN. COVER _••�•.x4 .t gOTH 4 BARS ®6" O.C6" "B" BORRO WAYS 6" (FOR PRECAST BOTTOM ONLY) MANHOLE TYPE "C" C STORM SEWER NOT TO SCALE 3" TOP SOIL 24rr R" 19" 3" TOP SOIL -� 24" 1R" L KAUlUJ ! col L KAUM.) u� O ^- F // // ��.• f i / n / 4" 1 - ,- 3 y a -•,` /\ ! - ,T —c \ Uj x CV •.{ t ty ' >l . f tt 4 • • ,LASS "A ..:( -. Q /\ •• 4 CONCRETE n C \ ey i , y � < A a • . CONCRETE � �, BACKFILL CO M o COMPACTED COMPACTED BACKf1LL USE DIM ENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS I r' C 'MBINED CURB AND GUTTER T yPE II NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE 171 CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 112" DAMPEN SUBGRADE BEFORE PLACING CONCRETE 1 CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. '✓� NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UN11L 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE D z SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS. I r A D � 0 7 rn C c C_7 D z i co Z a C7 � Fri _ D P'1 o r'- F- -C7 = �- C) A a AINT TYP. HANDICAP PARKING SYMBOL DETAIL NOT TO SCALE 3" TOP SOIL— COMPACTED BACKFILL BITUMINOUS PAVEMENT CLASS "A" CONCRETE 6" I M':NIMUMI 1 STRAIGHT CONCR,�TB CURB NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A, MINIMUM. DEPTH OF 1/2" DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM r r — NO BACKFILL €NG OR COMPACTION MAY OCCUR 12 FROM CURB UN IL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL COPS "f -R4A TO Ci f Y S CONCRETE CURB POLICY IN ALL RESPECTS PATH VADTH 10 004116, A, PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207,02 OF STANDARD INDOT SPECS. B/ TUMI NOUS RBCRE A TIONAL PA Ty NO SCALE (1) 1" - 11O # /SYD. HMA BITUMINOUS SURFACE 9.5 mm ON 0 3" - 330 # /SYD. HMA BITUMINOUS iNTERMEDIATE 19.0 mm ON 3 5" COMPACTED AGGREGATE #53 STONE ON 40 COMPAC' €ED SUBGRADE C WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL ALTERNATIVE TRANSPORTION PLAN RED BACKGROUI (REFLECTING) WHITE LETTERS (REFLECTING) WHITE BORDER (REFLECTING) i�v ice. R1 -1 MOUNTING HEIGHT - 7 ABOVE GRADE. * REDUCE SPACING 40% SIGN DIMENSIONS (INCHES Al B C D E F BIKE 18 6 6C 3 7�4 MIN 24 8 8C 4 10 STD. 30 �4 10 10CI 5 121/2 EXPWY. 36 7/8 12 12CI 6 15 SPECIAL 48 11/416 16C 8 20 COLORS LEGEND - WHITE ( REFLECTIVE ) BACKGROUND - RED ( REFLECTIVE } STOP SIGN DETAIL NOT TO SCALE ztio E 0 O 0) N U �. C? o a cm cri •c F- U .11 o (o� m z z M g�L 0 LL� a 0 0 co cn a u, o z Lo NKati — Lo ti M J w F U z z W z ~ Q U Li <� Q cn 0000 o []Opp[3 CERTIFIED BY 0 W = ) co w '. N Co �a J o Q Uj Ld v � w � � Q O W CC LU Q Q 0 O M L 0�a 1-- W Z 4c Ua w 0 t� J L1 Z CC � � V I O U) _ Q DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS 1 TAC 11/01/11 SHEET NO. OF 201100921.CE.ADLS.00700.SD. dwg :. • :.. wa . •' w 1' -4" SPACING FOR c_- ' ' M H. STEPS > =Z • • ' • " "F" DIA. ow A'. U) . e . e A. 6" CLASS "A" 6" CONCRETE TYP E "J" MANHOLES NOTE TO SCALE Z REDUCER CAP X "cn 1/2" CEMENT MORTAR w J Z M o > M 4" MIN. MANHOLE STEPS AT 16" MAX. ON CENTER. (SEE DETAIL) PRECAST MANHOLE SECTION GROUT SLOPE TACK COAT HMA SURFACE 9.5mm iv HMA INTERMEDIATE 19.Omm N N0. 53 STONE CURRENT INDOT SPECIFICATIONS ,/ % ' %.., i ., :' i, ..% i / >< N0. 2 STONE ... i ... ......, :........,i : :......... COMPACTED & WELL DRAINED SUBGRADE COMPACTED TO 95% DENSITY PER A STM DRY D MAX. LIGHT DUTY ASPHALT D1557 PAVEMENT SECTION NOT TO SCALE TACK COAT in HMS SURFACE 9.5mm ............... ........------ _ ............------ ._....----------------- .. ;n HMA INTERMEDIATE 19.Omm — N :'` .. ``:= `:,- =,- =-. `�-- CURRENT INDOT % N0.53 STONE SPECIFICATIONS �.• M NO.2 STONE •-6 COMPACTED &WELL DRAINED ••••• ; - SUBGRADE COMPACTED TO 95% MAX. DRY DENSITY PER ASTM HEAVY DUTY ASPHALT D1557 PAVEMENT SECTION NOT TO SCALE 8" CONCRETE PAVEMENT 6X6- W2.9XW2.9 W.W.F. 6" COMPACTED AGGREGATE BASE CONCRETE PAVEMENT SECTION NOT TO SCALE CROWN CAP W/ CONC. 1" ABOVE TOP OF PIPE " 6 "0 STD. STEEL PIPE GALVANIZED & PAINTED, ' FILLED W/ CONCRETE. e 2'- 0"0x4' 2' -0" x 4' -C SLOPE CON & FINISH W NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6' -0" O.C. ( maximum spacing ) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR, MECHANICAL UNITS FHH ARE EXPOSED TO TRUCK OR AUTOMOBIL E TRAFFIC. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO ( 2 ) BOLLARDS AT EACH DRIVE 6" STD. STEEL PIPE BOLLARD NOT TO SCALE SEE PLANS OR STRUCTURE DATA CONCRETE COLLAR - TABLE FOR TYPE OF CASTING FINISH GRADE Y CONCRETE GRADE RINGS ASTM -C -478, BEDDING MATERIAL 4000 PSI) UTILIZED TORAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING IS 12 ". 0 " PRECAST ECCENTRIC CONE D CONCENTRIC CONE OR HEAVY DUTY LAMPHOLE /� CASTING W/ SOLID LID, NEENAH R -1974 OR EQUAL "45° BEND WYE 11 /4D PRECAST COVER. �\ T CONCRETE CRADLE — — — — — — — BARREL SECTION -48 " DIA. ASTM C -478 CLASS A REINFORCED CONC. PIPE CLEANOUT DETAIL 4000 PSI %� / /�. / /i� / / /� / /ii NOT TO SCALE 4' -0" NOTE: CLASS "A" BEDDING TO BE UTILIZED FOR ALL CLEANOUT INSTALLATIONS (SEE DETAIL) 4" MIN. = YV w O' M o > o CEMENT 12 "' + GROUT 5" PIPE THICKNESS 3" MIN. COVER _••�•.x4 .t gOTH 4 BARS ®6" O.C6" "B" BORRO WAYS 6" (FOR PRECAST BOTTOM ONLY) MANHOLE TYPE "C" C STORM SEWER NOT TO SCALE 3" TOP SOIL 24rr R" 19" 3" TOP SOIL -� 24" 1R" L KAUlUJ ! col L KAUM.) u� O ^- F // // ��.• f i / n / 4" 1 - ,- 3 y a -•,` /\ ! - ,T —c \ Uj x CV •.{ t ty ' >l . f tt 4 • • ,LASS "A ..:( -. Q /\ •• 4 CONCRETE n C \ ey i , y � < A a • . CONCRETE � �, BACKFILL CO M o COMPACTED COMPACTED BACKf1LL USE DIM ENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS I r' C 'MBINED CURB AND GUTTER T yPE II NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE 171 CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 112" DAMPEN SUBGRADE BEFORE PLACING CONCRETE 1 CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. '✓� NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UN11L 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE D z SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS. I r A D � 0 7 rn C c C_7 D z i co Z a C7 � Fri _ D P'1 o r'- F- -C7 = �- C) A a AINT TYP. HANDICAP PARKING SYMBOL DETAIL NOT TO SCALE 3" TOP SOIL— COMPACTED BACKFILL BITUMINOUS PAVEMENT CLASS "A" CONCRETE 6" I M':NIMUMI 1 STRAIGHT CONCR,�TB CURB NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A, MINIMUM. DEPTH OF 1/2" DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM r r — NO BACKFILL €NG OR COMPACTION MAY OCCUR 12 FROM CURB UN IL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL COPS "f -R4A TO Ci f Y S CONCRETE CURB POLICY IN ALL RESPECTS PATH VADTH 10 004116, A, PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207,02 OF STANDARD INDOT SPECS. B/ TUMI NOUS RBCRE A TIONAL PA Ty NO SCALE (1) 1" - 11O # /SYD. HMA BITUMINOUS SURFACE 9.5 mm ON 0 3" - 330 # /SYD. HMA BITUMINOUS iNTERMEDIATE 19.0 mm ON 3 5" COMPACTED AGGREGATE #53 STONE ON 40 COMPAC' €ED SUBGRADE C WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL ALTERNATIVE TRANSPORTION PLAN RED BACKGROUI (REFLECTING) WHITE LETTERS (REFLECTING) WHITE BORDER (REFLECTING) i�v ice. R1 -1 MOUNTING HEIGHT - 7 ABOVE GRADE. * REDUCE SPACING 40% SIGN DIMENSIONS (INCHES Al B C D E F BIKE 18 6 6C 3 7�4 MIN 24 8 8C 4 10 STD. 30 �4 10 10CI 5 121/2 EXPWY. 36 7/8 12 12CI 6 15 SPECIAL 48 11/416 16C 8 20 COLORS LEGEND - WHITE ( REFLECTIVE ) BACKGROUND - RED ( REFLECTIVE } STOP SIGN DETAIL NOT TO SCALE ztio E 0 O 0) N U �. C? o a cm cri •c F- U .11 o (o� m z z M g�L 0 LL� a 0 0 co cn a u, o z Lo NKati — Lo ti M J w F U z z W z ~ Q U Li <� Q cn 0000 o []Opp[3 CERTIFIED BY 0 W = ) co w '. N Co �a J o Q Uj Ld v � w � � Q O W CC LU Q Q 0 O M L 0�a 1-- W Z 4c Ua w 0 t� J L1 Z CC � � V I O U) _ Q DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS 1 TAC 11/01/11 SHEET NO. OF 201100921.CE.ADLS.00700.SD. dwg D � 0 7 rn C c C_7 D z i co Z a C7 � Fri _ D P'1 o r'- F- -C7 = �- C) A a AINT TYP. HANDICAP PARKING SYMBOL DETAIL NOT TO SCALE 3" TOP SOIL— COMPACTED BACKFILL BITUMINOUS PAVEMENT CLASS "A" CONCRETE 6" I M':NIMUMI 1 STRAIGHT CONCR,�TB CURB NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A, MINIMUM. DEPTH OF 1/2" DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM r r — NO BACKFILL €NG OR COMPACTION MAY OCCUR 12 FROM CURB UN IL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL COPS "f -R4A TO Ci f Y S CONCRETE CURB POLICY IN ALL RESPECTS PATH VADTH 10 004116, A, PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207,02 OF STANDARD INDOT SPECS. B/ TUMI NOUS RBCRE A TIONAL PA Ty NO SCALE (1) 1" - 11O # /SYD. HMA BITUMINOUS SURFACE 9.5 mm ON 0 3" - 330 # /SYD. HMA BITUMINOUS iNTERMEDIATE 19.0 mm ON 3 5" COMPACTED AGGREGATE #53 STONE ON 40 COMPAC' €ED SUBGRADE C WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL ALTERNATIVE TRANSPORTION PLAN RED BACKGROUI (REFLECTING) WHITE LETTERS (REFLECTING) WHITE BORDER (REFLECTING) i�v ice. R1 -1 MOUNTING HEIGHT - 7 ABOVE GRADE. * REDUCE SPACING 40% SIGN DIMENSIONS (INCHES Al B C D E F BIKE 18 6 6C 3 7�4 MIN 24 8 8C 4 10 STD. 30 �4 10 10CI 5 121/2 EXPWY. 36 7/8 12 12CI 6 15 SPECIAL 48 11/416 16C 8 20 COLORS LEGEND - WHITE ( REFLECTIVE ) BACKGROUND - RED ( REFLECTIVE } STOP SIGN DETAIL NOT TO SCALE ztio E 0 O 0) N U �. C? o a cm cri •c F- U .11 o (o� m z z M g�L 0 LL� a 0 0 co cn a u, o z Lo NKati — Lo ti M J w F U z z W z ~ Q U Li <� Q cn 0000 o []Opp[3 CERTIFIED BY 0 W = ) co w '. N Co �a J o Q Uj Ld v � w � � Q O W CC LU Q Q 0 O M L 0�a 1-- W Z 4c Ua w 0 t� J L1 Z CC � � V I O U) _ Q DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS 1 TAC 11/01/11 SHEET NO. OF 201100921.CE.ADLS.00700.SD. dwg COLORS LEGEND - WHITE ( REFLECTIVE ) BACKGROUND - RED ( REFLECTIVE } STOP SIGN DETAIL NOT TO SCALE ztio E 0 O 0) N U �. C? o a cm cri •c F- U .11 o (o� m z z M g�L 0 LL� a 0 0 co cn a u, o z Lo NKati — Lo ti M J w F U z z W z ~ Q U Li <� Q cn 0000 o []Opp[3 CERTIFIED BY 0 W = ) co w '. N Co �a J o Q Uj Ld v � w � � Q O W CC LU Q Q 0 O M L 0�a 1-- W Z 4c Ua w 0 t� J L1 Z CC � � V I O U) _ Q DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS 1 TAC 11/01/11 SHEET NO. OF 201100921.CE.ADLS.00700.SD. dwg REVISIONS 1 TAC 11/01/11 SHEET NO. OF 201100921.CE.ADLS.00700.SD. dwg I- 0 0 0 O O U In J 0 Q lil U N CD O O O V) N Z Q J 0- In J Q V) Z Q J / J U Z a 0 N rn O i 0 N W J c� Z Q 0 w Q Of c� r M 0 w 0 w Q rn r� ( w H a 0 F- l 0 W t� W J Q Q C) U N F— Z E J t___ IN' AS -6 Swirl Concentrator STR. #18 STR. #19 STR. #17 Phone (888) 344 -9044 Fax (423) 870 -1 www aquashieldinc com 005 I project Name Patent Pending ` STANDARD DRAWING - DIMENSIONS VARIES A 14" OD Max " Pipe coupling 5 by Contractor. 12" long (min.) PVC Stub -out by Manufacturer. Reinforced FRP Anti - Flotation Bottom with 3" Flange * Please see accompanied Aqua -Swirl O DRAWN BY: PED O BNS JOB NO. specification notes. W 4 H * See Site Plan for actual system orientation. O = M �; CM >o orientauun may vat hum go", ISO' or cove C 0 O -- Cove V costs m amg� es. to meet site wnditiims. w - a, � 3" Typ. 1= � . .soil . - Soil. . . 41/2" Paving -_ - Paving .. 412 / _ � iAnCretE y Z �'Y•• Concrete f � ••• CAnC EC2 �� � r•�. CAnCfet� 1 _ - LU Y •• t s : - --. , 1/2. ame 1/2" 1�2" y _- � �- Place to to amount and concrete to support and Y ', y'e : - `' c r- came 112 1/2" 1/2" :Y..•., '..- �- r _ a�` '�•�'� - ; - lace small amount of iser _ -_'"? - - - level manhole frame. DO - — _ _ _ _ iser - - ` -'- - _ - - - concrete to support and level manhole (home. DO - -- - NOT allow manhole frame to rest upon FRP riser. tu NOT allow manhole frame m rest upon FRP riser. Manhole Frame & Cover Detail Manhole Frame & Cover Detail For Non - Traffic Areas For Traffic Areas NTS NTS 072" 14" OD Max Plan View This is a Sample Detail, Please contact AquaShield, Inc. for more Information Manhole Frame and Rim elevations to match finished Cover by Manufacturer. [grade. FRP risers can be field (See Details) cut by Contractor. 30" ID Grade (rim) el. Varies Vent 1 least 2 feet outward from Swir Concentrator and for the full height of the Swirl Concentrator (including riser) C 'i '�12tf extending laterally to . oncrete • • + undisturbed soils. (See MH -- - ' • Detail Below) Reinforced FRP Anti - Flotation Bottom with 3" Flange Section A—A ffUnd!sMturbed Roil DIC=ICII[ ua -Swirl Concentrator Model AS -6 Off -Line Standard Detail (FRP Diagram l: Bicycle Rack Type. 361" A -A 18R di -r a Soctioa BrH SeedmA-A Diagram 2: Bicycle Parking Location and Design. err - gr ?r Ur 11#" ze h l�J #8 AGGREGATE FILTER FABRIC i� u `- 295X 2 18" MIN. 10' MIN. SANITARY /STORM SEWER NOTES: WATER SAN ITARY /STORM SEWER 10' MIN. WATER --LESS THAN 18" WATERTIGHT SDR 26 PIPE WITH COMPRESSION TYPE JOINTS - FLEXIBLE COUPLING OR ADAPTOR NOT LESS THAN 10' EDGE TO EDGE M SEWER %I \ r , V h %./h %,v, V`.VER 1. WHEN LATERAL SEPARATION IS 10' OR 4. CONTRACTOR SHALL VERIFY THAT GREATER NO VERTICAL CLEARANCE IS MORE STRINGENT SEPARATION NEEDED REQUIREMENTS DO NOT EXIST WITH THE JURISDICTIONAL WATER UTILITY. 2. ALL CROSSINGS AND SEPARATIONS IF THEY DO EXIST, CONTRACTOR TO BE 327 IAC, ARTICLES 3 & 8 SHALL FOLLOW THE MORE STRINGENT REQUIREMENTS. 3. WHEN HORIZONTAL SEPARATION IS LESS THAN 10' OR VERTICAL SEPARATION IS LESS THAN 18 ", SANITARY PIPE MUST BE WATERTIGHT SDR 26 WITH COMPRESSION TYPE JOINTS. MIN. CROSSOVER & SEPARATION REQUIREMENTS FOR Z Uj CL WATER 8c SANITARY /STORM SEWERS NOT TO SCALE 0011ONMEM�t ■fommmom �—A L 90' CAP END OF PIPE (TYPICAL) 4" PERFORATED P.V.C. 4" PERFORATED P.V.C. UNDERDRAIN. SLOPE @ 0.5% MIN. PLAN VIEW — CURB INLET �— 4" PERFORATED UNDERDRAIN fl 4" PERFORATED P.V.C. • UNDERDRAIN. 4" 4" SLOPE @ 0.5% MIN. SECTION A —A INLET N 90° F0 A L A CAP END OF PIPE (TYPICAL) PLAN VIEW — INLET IN PARKING LOT PAVEMENT UNDERDRAIN DETAIL NOT TO SCALE ZG Or, F: O d7 N U Q (O M C Lo --;J- p 0 .4 � t` ` O Z Z co j X 1713 0 —. LL u, CO Q0 Co 3 o Z L? o< ti Z LO co W I— I.— U = z O W O z� av U L�w < �- Q 000 oOOE] pp CERTIFIED BY U) w DATE: O DRAWN BY: PED O BNS JOB NO. N W 4 H O = M �; CM Q C 0 O -- j .4 V oC Q w Q g a, � CL Uj 1= � CW O L. ICI � Q _ � 4 Z ED � � J � Q V LU 0 O C'7 U) DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 O � � Q ~ 44 W � jlllllllllllllllllll 1= o Vi l_I 4 ED � � J � Q V C'7 U) J tu DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS Al TAC 1 11/01/11 201100921.CE.ADLS.00700.SD.dwg F 0 6 Ln 0 O O U 1i J 0 a U N O O O O N V) Z Q J (Z V) J Q W Ln z Q J J_ J U 0 z Q 0 N rn O O O N r all w J c� z Q Li Q of 0 Q m 0 w H 0 w Q o) I L;j H Q 0 o �w w w � J aQ 0 U N z0 of J (L (Z L- �, `� o l 0 t t 111 i I t I I i r r J i 1 1 1! /!!, /! A C4 ERF r No. 19300219 y '4 STATE OF �4i yp . D I A'a AT1111111111i ;xier Date 12/06/06 /-18" MINIMUM FROM OUTER OF RESILIENT :CTORS. NOTE: IF SEPARATION IS LESS THAN 18 ", THEN ADDITIONAL REINFORCEMENT (REBAR OR MESH AREA) SHALL BE INCREASED AS DEEMED NECESSARY BY ENGINEER NOTE: IF MANHOLE HAS ONLY ONE INFLUENT PIPE WHICH IS APPROXIMATELY 90 DEGREES TO EFFLUENT PIPE, THEN CONTRACTOR SHALL MAINTAIN A CHANNEL WITH A RADIUS HAVING THE SAME WIDTH AS THE INFLUENT PIPE. BENCHWALL DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT CTRWD { BENCHWALL DETAIL 6?A REtfl1F1 ` File T: \SK\ 6366\ 001 \DWGS\DETAMIN- DTLS.DWG a z y wbaw OZ �Z�Z ",= O „UF, Nipp�,} $- W7 z g fuW <za.. 0 ;R sj � Q W `���'e���tt11cl11rlrlr /roiil, // �, A. C4 No = g� ��� W cn • _ 9� 19300219 = STATE OF i Q r AI W !!1 /ltr11l11ilittll� :r 2E 0 2 z r 5 n yx m W Qa z V, r R d UI QEU WOO iy J 4 8 WL cgZvri r _ m 0 Q 2 0�d WO — 0 j. m 2 4 N g W U S 0.W' xlY� + z < 10 v Q 0. RR B v� w m 8 mWz m � �r2� 1, =6�8 w�12 a a A z g W � pp,, O gW99X — 2.�- �NLQ7�Uh LL1 d r� » L.s_! W' L IJ >< L.r_l �`A� • NA CLAY TOWNSHIP REGIONAL WASTE DISTRICT °� •CTRWD• GREASE TRAP DETAIL q ° h� File T: \6K\ 6366 \001 \DWGS \DETAILS \IN— DTIS.DWG NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18' OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. l\ `���a`Q tt11A€Irrrr /!ll�r,`` /�`f'� �J PA L i No. ,.� 19300219 c ge b a STATE OF G,/` '4� AND - >> cl*er Date 12/06/06 VV 3500 PSI CONCRETE -- -'7 BOTTOM OF TRENCH e. 6 O 4 J a a . d f CRADLE SHALL BEAR ON UNDISTURBED EARTH PERSPECTIVE VIEW -EARTH CUT AWAY CONCRETE CRADLE DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT • CTRWD CONCRETE CRADLE DETAIL — — ------ 1 RE ,OhiAi -`�fi$ ----- File T: \6K\ 6366 \001 \DWGS \DETAILS \IN- DTLS.DWG TRANSITION GASKET 45' BEND - RESTRAINED JOINT (OPTIONAL MJ WITH RETAINING GLAND) a D.I. PIPE > INTERMEDIATE RESTRAINED ' JOINT AS REQUIRED BASED ON LAYING LENGTH (OPTIONAL MJ WITH RETAINING GLAND) NOTES: 1. PIPE DIAMETER SHALL BE AS NOTED ON PLANS. 2. INTERMEDIATE RESTRAINED JOINT FITTINGS MAY BE USED BETWEEN BASE 4Y BEND AND MANHOLE BARREL A, 45' BEND - RESTRAINED JOINT (OPTIONAL MJ WITH RETAINING GLAND) CONCRETE THRUST BLOCK d 314' STAINLESS STEEL RODDING WITH 40 . q CONCRETE ANCHOR IN MANHOLE BARREL a� CORE DRILLED OPENING WITH RESILIENT a �. CONNECTOR OR CTRWD APPROVED EQUAL d FORMED BENCH WALL FROM LATERAL TO FLOW PATH o GISTC DEEP LATERAL QNNECTION TQ 4 a P No. SANITARY SEWER MANHOLE DETAIL 19300219 STATE OF 1,j Lv 11 /r!lr11)IllttttLl�1�````` /�. CLAY TOWNSHIP REGIONAL WASTE DISTRICT ,,:. 11 CTRWD - DEEP LATERAL CONNECTION DETAIL 4.0chneider a Date 12/06/06 File T: \6K\ 6366 \001 \D -WGS\DETAIIS \IN- DTLS.DWG MANHOLE CAS71NG SCHEDULE MANUFACTURER N 7WATERTIGHT NEENAH as Z Q pp qq 41 mC31� 4 1Q22Z Q5 I 102ZZlPT, �- SEWER AS PER CONSTRUCTION � 4 W 6 j? a z LJ fl� 8 6 s I 6ry ow Q W m Q y < 0 r 000 a sn Z 36< z WA N p to a <y,/ t3Q W � 0. z 1 =1 9.< Z> g8 <a �Q r. z Q z °z6 �$UOam g 'v,� uuo 9mm � CL ao'3 as r- < v � �gr�au a 3F � =jz J t; (/� •"' c� - �y ��Ix U *0u_ � 5W %,� Q 0 0. C, W � How Q R z y 6.2 zimt� Xa og C W2 Q � ',. .. 0 U C) a z y wbaw OZ �Z�Z ",= O „UF, Nipp�,} $- W7 z g fuW <za.. 0 ;R sj � Q W `���'e���tt11cl11rlrlr /roiil, // �, A. C4 No = g� ��� W cn • _ 9� 19300219 = STATE OF i Q r AI W !!1 /ltr11l11ilittll� :r 2E 0 2 z r 5 n yx m W Qa z V, r R d UI QEU WOO iy J 4 8 WL cgZvri r _ m 0 Q 2 0�d WO — 0 j. m 2 4 N g W U S 0.W' xlY� + z < 10 v Q 0. RR B v� w m 8 mWz m � �r2� 1, =6�8 w�12 a a A z g W � pp,, O gW99X — 2.�- �NLQ7�Uh LL1 d r� » L.s_! W' L IJ >< L.r_l �`A� • NA CLAY TOWNSHIP REGIONAL WASTE DISTRICT °� •CTRWD• GREASE TRAP DETAIL q ° h� File T: \6K\ 6366 \001 \DWGS \DETAILS \IN— DTIS.DWG NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18' OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. l\ `���a`Q tt11A€Irrrr /!ll�r,`` /�`f'� �J PA L i No. ,.� 19300219 c ge b a STATE OF G,/` '4� AND - >> cl*er Date 12/06/06 VV 3500 PSI CONCRETE -- -'7 BOTTOM OF TRENCH e. 6 O 4 J a a . d f CRADLE SHALL BEAR ON UNDISTURBED EARTH PERSPECTIVE VIEW -EARTH CUT AWAY CONCRETE CRADLE DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT • CTRWD CONCRETE CRADLE DETAIL — — ------ 1 RE ,OhiAi -`�fi$ ----- File T: \6K\ 6366 \001 \DWGS \DETAILS \IN- DTLS.DWG TRANSITION GASKET 45' BEND - RESTRAINED JOINT (OPTIONAL MJ WITH RETAINING GLAND) a D.I. PIPE > INTERMEDIATE RESTRAINED ' JOINT AS REQUIRED BASED ON LAYING LENGTH (OPTIONAL MJ WITH RETAINING GLAND) NOTES: 1. PIPE DIAMETER SHALL BE AS NOTED ON PLANS. 2. INTERMEDIATE RESTRAINED JOINT FITTINGS MAY BE USED BETWEEN BASE 4Y BEND AND MANHOLE BARREL A, 45' BEND - RESTRAINED JOINT (OPTIONAL MJ WITH RETAINING GLAND) CONCRETE THRUST BLOCK d 314' STAINLESS STEEL RODDING WITH 40 . q CONCRETE ANCHOR IN MANHOLE BARREL a� CORE DRILLED OPENING WITH RESILIENT a �. CONNECTOR OR CTRWD APPROVED EQUAL d FORMED BENCH WALL FROM LATERAL TO FLOW PATH o GISTC DEEP LATERAL QNNECTION TQ 4 a P No. SANITARY SEWER MANHOLE DETAIL 19300219 STATE OF 1,j Lv 11 /r!lr11)IllttttLl�1�````` /�. CLAY TOWNSHIP REGIONAL WASTE DISTRICT ,,:. 11 CTRWD - DEEP LATERAL CONNECTION DETAIL 4.0chneider a Date 12/06/06 File T: \6K\ 6366 \001 \D -WGS\DETAIIS \IN- DTLS.DWG MANHOLE CAS71NG SCHEDULE MANUFACTURER N 7WATERTIGHT NEENAH R -1772 MINIMUM = 10" EAST J2RD6N 1Q22Z Q5 I 102ZZlPT, �- SEWER AS PER CONSTRUCTION PLANS a a z LJ fl� 8 6 s W x W m Q y < 0 }" a z c �� 4 p to 0 x z a ®_ Co OI Z 9) (n w �g J °va LLI �> r- Q � 5W %,� Q 0 0. a z y wbaw OZ �Z�Z ",= O „UF, Nipp�,} $- W7 z g fuW <za.. 0 ;R sj � Q W `���'e���tt11cl11rlrlr /roiil, // �, A. C4 No = g� ��� W cn • _ 9� 19300219 = STATE OF i Q r AI W !!1 /ltr11l11ilittll� :r 2E 0 2 z r 5 n yx m W Qa z V, r R d UI QEU WOO iy J 4 8 WL cgZvri r _ m 0 Q 2 0�d WO — 0 j. m 2 4 N g W U S 0.W' xlY� + z < 10 v Q 0. RR B v� w m 8 mWz m � �r2� 1, =6�8 w�12 a a A z g W � pp,, O gW99X — 2.�- �NLQ7�Uh LL1 d r� » L.s_! W' L IJ >< L.r_l �`A� • NA CLAY TOWNSHIP REGIONAL WASTE DISTRICT °� •CTRWD• GREASE TRAP DETAIL q ° h� File T: \6K\ 6366 \001 \DWGS \DETAILS \IN— DTIS.DWG NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18' OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. l\ `���a`Q tt11A€Irrrr /!ll�r,`` /�`f'� �J PA L i No. ,.� 19300219 c ge b a STATE OF G,/` '4� AND - >> cl*er Date 12/06/06 VV 3500 PSI CONCRETE -- -'7 BOTTOM OF TRENCH e. 6 O 4 J a a . d f CRADLE SHALL BEAR ON UNDISTURBED EARTH PERSPECTIVE VIEW -EARTH CUT AWAY CONCRETE CRADLE DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT • CTRWD CONCRETE CRADLE DETAIL — — ------ 1 RE ,OhiAi -`�fi$ ----- File T: \6K\ 6366 \001 \DWGS \DETAILS \IN- DTLS.DWG TRANSITION GASKET 45' BEND - RESTRAINED JOINT (OPTIONAL MJ WITH RETAINING GLAND) a D.I. PIPE > INTERMEDIATE RESTRAINED ' JOINT AS REQUIRED BASED ON LAYING LENGTH (OPTIONAL MJ WITH RETAINING GLAND) NOTES: 1. PIPE DIAMETER SHALL BE AS NOTED ON PLANS. 2. INTERMEDIATE RESTRAINED JOINT FITTINGS MAY BE USED BETWEEN BASE 4Y BEND AND MANHOLE BARREL A, 45' BEND - RESTRAINED JOINT (OPTIONAL MJ WITH RETAINING GLAND) CONCRETE THRUST BLOCK d 314' STAINLESS STEEL RODDING WITH 40 . q CONCRETE ANCHOR IN MANHOLE BARREL a� CORE DRILLED OPENING WITH RESILIENT a �. CONNECTOR OR CTRWD APPROVED EQUAL d FORMED BENCH WALL FROM LATERAL TO FLOW PATH o GISTC DEEP LATERAL QNNECTION TQ 4 a P No. SANITARY SEWER MANHOLE DETAIL 19300219 STATE OF 1,j Lv 11 /r!lr11)IllttttLl�1�````` /�. CLAY TOWNSHIP REGIONAL WASTE DISTRICT ,,:. 11 CTRWD - DEEP LATERAL CONNECTION DETAIL 4.0chneider a Date 12/06/06 File T: \6K\ 6366 \001 \D -WGS\DETAIIS \IN- DTLS.DWG MANHOLE CAS71NG SCHEDULE MANUFACTURER SELF SEALING 7WATERTIGHT NEENAH R -1772 MINIMUM = 10" EAST J2RD6N 1Q22Z Q5 I 102ZZlPT, CASTING SHALL BE EITHER SELF — SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2 KENT SEAL, OR SINGLE ROW OF 1" KENT SEAL (SEE MANHOLE CASTING SCHEDULE). FLEXRIB INTERNAL CHIMNEY SEAL OR APPROVED EQUAL SLOPE AWAY FINISH GRADE BACK PLASTER PRECAST CONCRETE ADJUSTING RING X 2401 DIA. DOUBLE ROW of KENT SEAL MANHOLE STEPS PER SPECS 4" MINIMUM FLAT SURFACE INTERIOR JOINTS AND LIFT HOLES SHALL BE SEALED WITH NON— SHRINK BUTYL RUBBER WITH GROUT PER SPECS, PLASTIC WRAP COVER ` SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF " KENT SEAL OR SINGLE ROW OF 1" KENT SEAL N � `— +" MANHOLE REINF. PER ASTM SPECS PIPE DIA. PER PLAN & PROFILE C14 BENCHWALL SHALL BE CLASS "B" CONC. SPRAYED BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. BITUMINOUS COATING OVER ENTIRE EXTERIOR MANHOLE TO PIPE CONNECTION BOOTS, SURFACE INCLUDING LATERALS, SHALL BE PRESS —SEAL, a KOR —N —SEAL WITH STAINLESS STEEL WEDGE, A —LOK CAST IN PLACE OR APPROVED EQUAL. \`, j/i f /'�/ z C4� y No. 19300219 STATE OF �NDI Aty / / / !` S N A L t 1 /710N \0 \ \ \o�```� !1111111111 1 ider Date 12/06/06 4$-0" 6" MIN. COMPACTED #8 STONE I.D. SANITARY MANHOLE DETAIL �CrWA ° HA CLAY TOWNSHIP REGIONAL WASTE DISTRICT��° �I • CTRWD • �< MANHOLE DETAIL --- -- - - ---- a File T. \6K\ 6366 \001\DWGS\DETAILS \IN- DTLS.DWG TRENCH BOX OR OTHER IOSHA ACCEPTABLE TRENCH SAFETY SYSTEM 1/2D+12 "FOR PVC PIPE 1 /2D+6' FOR DI 1/2 D SEE FIRST LAYER BEDDING TABLE BELOW #2 STONE AS REQUIRED BY ENGINEER FOR UNSTABLE SOIL CONDITIONS — DEPTH TO STABLE GROUND PER ENGINEER / r TRENCH WIDTH MAXIMUM 10 FEET AT TOP OF EXCAVATION TRENCH WIDTH SHALL NOT EXCEED BOX WIDTH BY MORE THAN 1.0 FOOT FIRST LAYER BEDDING TABLE PIPE SIZE 6" T4 15' 18" & OVER BEDDING BELOW THE MINIMUM = 6" MINIMUM = 10" PIPE BARREL AND BELL D + 18" 201100921 ��1�,`,`\1,1�1`tO ttltilllll /! /i /// ST e � r No. - 19300219 STATE. OF // /lltllfiltlttEll ch1der Date 12/06/06 V V 'GLEAN" BACKFILL MATERIAL FREE OF ROCKS, ETC. LARGER THAN 6' OR OTHER EXTRANEOUS x MATERL (COMPACT TO PREVENT SETTLEMENT). IN AREAS WITHIN 5' OF ROAD SURFACE, BACKFILL / PER REQUIREMENTS OF INDIANA DEPARTMENT OF \' TRANSPRTATION AND COMPACT FILL TO 959 MODIFIED PROCTOR DENSITY. DUMBER 8 CRUSHED STONE OR NUMBER 8 FRACTURED FACE AGGREGATE FILL MATERIAL IS TO BE PLACED FROM 6 INCHES BELOW TO 12 INCHES ABOVE THE PIPE " >; ; / THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES W1DE, SHOVEL SLICED, HAND TAMPED AND WALKED IN. B #8 CRUSHED STONE SHOVEL SLICED, 3 -0 HAND TAMPED AND WALKED IN. ;:.. (BELL HOLE EXCAVATED) D + 18" 201100921 �- SEWER AS PER CONSTRUCTION PLANS PIPE SIZE A B UP TO 18 3 -0 2'-6- 18' AND GREATER D + 24" D + 18" SANITARY SEWER TRENCHING. BEDDING AND BACKFILL DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT VA -CTRWD- SANITARY SEWER BEDDING AND ` .' 4 BACKFILL DETAIL_ ,gky File T: \6K\6366 \001 \DWGS \DETAH S\IN- DTLS.DWG zti�o ti E O 0) N U F-c)0 . Q C6 M L z z M v J i W 0JLL 10 0 U)Q in o z L? co < r� z `" co J w U Z 0 W 0 z� ¢� U L�w <� Q cn afl0o 13p0El pp CERTIFIED BY REVISIONS 1 TAC 11/01/11 SHEET NO. ^70 OF 201100921.CE.ADLS.00700.SD.dwg DATE: 08/19/11 DRAWN BY: PED CHWD BY: BNS JOB N0. 201100921 N W 0 Co o U- � �g J °va LLI Q � C, W � U) Q z Q 0 U C) C9 L 0 0 I.-a � W Q U ' N Lij o LU uj � Q � V 0 U) Lu REVISIONS 1 TAC 11/01/11 SHEET NO. ^70 OF 201100921.CE.ADLS.00700.SD.dwg DATE: 08/19/11 DRAWN BY: PED CHWD BY: BNS JOB N0. 201100921 REVISIONS 1 TAC 11/01/11 SHEET NO. ^70 OF 201100921.CE.ADLS.00700.SD.dwg L_ 0 0 V) 0 O r- 0 U UI J Q U N O O O 0 N V) z Q J CL V) J 0 Q i F- w U) z Q J J i V) z Q 0 N O i o 0 Ld J 0 z a 0 LL Q 0 a 0 M 0 Ld 0 Ld Q rn M i Lv Q 0 �o Ld '�" T-- L;j LLl � J Q Q 00 V) F- z � J GENERAL NOTES 1.6� a — low 2.a � � ' 8,33 % + 5 % 13.33 % > 11 % ma�iMum 5 (y m�9mum These dimensions are based on a 5 in. curb :� _ nn height. They shall be proportionally adjusted �,, fair other curb heights. s� �'��" ® Provide 21 level strip. if �'`0 r algebraic difference Provide curb as required, I Where site infeasibility precludes construction �q n may be rnor~clitic �f #h :� a� exceeds t to the width shown, such width may be O.D 1.4 level strip. , decreased to a minimum of 3' -0. CHANGE OF GRADE ^ Section a -a The bottom edge of the curb ramp shall be R flush with the edge of adjacent pavement Square pattern and gutter line. TRUNCATED DOMES USED Landing areas at the top of curb . ramps shall have maximum cross slope of 50 1 in any direction. When site infeasibility precludes a landing slope of 50 1 in any direction, the slope perpendicular to the curb face shall not exceed 50: 1. If site infeasibility precludes construction to the width shown, the landing width may be < decreased to 3' -0 minimum. The running slope of the curb ramp may be steepened to a maximum of 10: 1 for a maximum O in.: rise. IN DETECTABLE WARNINGS V V V 0 DETAIL OF RAMP GROOVES Detectable warning elements SIDEWALK 81112: 1 RAMp preformed joint filler 6. Drainage inlets should be located uphill from curb ramps to prevent puddles at the path of travel. 7., See ,Standard Drawing E 604-SWCR -12 fbr improved access on narrow sidewalks. 8. Algebraic difference in grade between the base of curb ramp and the gutter shall be limited to less than 11%, If it is not practical, a 2' -0 wide level ship shall be provided. See detail sketch. 9.. Minimum recommended width of curb ramp is 4-0. Brushed sand mixture Latex Setting mortar Cioncrets base Integral curb - PAVEMENT h- -�--"j to E MP AND BRICK SURFACE CONSTRUCTION DETAIL StoPe 12 : 1 4> #5 spa. 18" PAVEMENT CD - iNOiara.A Construction_ of curb if GE separated from ramp STAND) �~ n 5 x 2'- 0 SIA ALTERNATE CURB CONSTRUCTION +•,�ssf�. TCDLfQ RIBBING DETECTABLE WARNING DETAIL ~III., SEE DETECTABLE I 2" 2" D 3` WARNING DETAIL DETAIL OF RAMP GROOWS a.3 NOTES: CURING COMPOUND 'SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON . 6* OF COMPACTED AGGREGATE, NO. 53 STONE. (STONE SHALL BE PLACED FOR ALL CURB RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT` PAVEMENT AND GUTTER LINE MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0" TOOLED RIBBING SHALL BE PERPENDICULAR. TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) —$ DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO D> PREVENT PUDDLES AT THE PATH OF TRAVEL C- :z o A r n n r 13-1 r-n r% i P r- n n A A' I n 'r- k lM r 1 A r SEE RAMP GROOVES DETAIL lb A 4�� 1/'2" PREFORMED JOINT FILLER ' 24" OF TOOLED CONCRETE 6" CLASS RIBBING CURB & GUTTER �A" CONIC. - 1 1 PAVEMENT 6 a. 5 COMP. NO. 1/2- PREFORMED - JOINT FILLER RAMP CM&Vf MW DETAIL (T}�'I CD M C) rri C M Q QD C/) M SEE RAMP �. GROOVES DETAIL 6\ l S1DE}yqtII j UAL!)Y SHIP �- 6:,C0 Q SEE DETECTABLE WARNING DETAIL NOTES: CURING COMPOUND SHALL BE 'PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE RAMPS TO BE 6" OF CLASS '°A" CONCRETE, ON 6" OF COMPACTED AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURB RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE MINIMUM RECOMMENDED 'V1DTH OF RAMP IS 4' 0a TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) DRAINAGE INLETS SHALL BE LOCATED' UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL 1/2- PREFORMED ....JOINT FILLER 24" OF ' TOOLED CONCRETE 6" CLASS CURD & GUTTER "A" CONC. RIBBING PAVEMENT 6" COMP. NO. 1/2" PREFORMED 1" (m) 53 STONE JOINT FILLER RAND CONSMUCROV DETALI 3/8' T0%0 RIBBING DETECTABLE WARNING DETAIL 2 2" DETAIL OF RAMP GROOVES D.3 CITY OF CARMEL STANDARDS STANDARD DRAWING MODIFIED CURB RAMP TYPE 'G' 10 -43D SEE DETECTABLE WARNING DETAIL SEE RAMP GROOVES DETAIL 1/2" PREFORMED JOINT FILLER 24" OF 6w CLASS TOOLED "A" CONC. RIBBING J 6 " 53 ®STONED 102" PREFORMED JOINT FILLER RAMP C©NS7RUC77ON DETAIL MODIFIED CURB RAMP TYPE ll' 401'1 NO SCALE �' 3/8 00ffD RIDDING DETECTABLE WARNING DETAIL 2 2" DETAIL OF RAMP GROOVES s NOIS; CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, ftEN FORMS ARE REMOVED DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON V OF COMPACTED CONCRETE AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURD —CURB & GUTTER RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) PAVEMENT THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' On TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL CURB OPTIONAL, SHALL. BE USED WHEN NECESSARY BASED ON FIELD CONDITIONS. O N OW O �-C?9.0 HI�C '. W LO a z z M J 0 J ILL In 0 U) <U ozM (0 ati C\1oLq co J LU U Z z O CL LU z ¢v U LL) Q ©oEl0 1300 pp CERTIFIED BY O O N W �'- co a q* w N O Lo c�. a CO J LL- 0 c w LLI a. Ld LU O � yam cc LIJ 0 LLI O ® FL U) O a Q ~ W Q LL1 � w U) J 0 U1 LU Z n Cr. CC - .J Q a � V O O U LU DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS Al TAC 11/01/11 SHEET NO. OF 201100921. CE. AD LS. C0700. SD. d wg 9�� J 1/2 JOIP ~III., SEE DETECTABLE I 2" 2" D 3` WARNING DETAIL DETAIL OF RAMP GROOWS a.3 NOTES: CURING COMPOUND 'SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON . 6* OF COMPACTED AGGREGATE, NO. 53 STONE. (STONE SHALL BE PLACED FOR ALL CURB RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT` PAVEMENT AND GUTTER LINE MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0" TOOLED RIBBING SHALL BE PERPENDICULAR. TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) —$ DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO D> PREVENT PUDDLES AT THE PATH OF TRAVEL C- :z o A r n n r 13-1 r-n r% i P r- n n A A' I n 'r- k lM r 1 A r SEE RAMP GROOVES DETAIL lb A 4�� 1/'2" PREFORMED JOINT FILLER ' 24" OF TOOLED CONCRETE 6" CLASS RIBBING CURB & GUTTER �A" CONIC. - 1 1 PAVEMENT 6 a. 5 COMP. NO. 1/2- PREFORMED - JOINT FILLER RAMP CM&Vf MW DETAIL (T}�'I CD M C) rri C M Q QD C/) M SEE RAMP �. GROOVES DETAIL 6\ l S1DE}yqtII j UAL!)Y SHIP �- 6:,C0 Q SEE DETECTABLE WARNING DETAIL NOTES: CURING COMPOUND SHALL BE 'PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE RAMPS TO BE 6" OF CLASS '°A" CONCRETE, ON 6" OF COMPACTED AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURB RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE MINIMUM RECOMMENDED 'V1DTH OF RAMP IS 4' 0a TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) DRAINAGE INLETS SHALL BE LOCATED' UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL 1/2- PREFORMED ....JOINT FILLER 24" OF ' TOOLED CONCRETE 6" CLASS CURD & GUTTER "A" CONC. RIBBING PAVEMENT 6" COMP. NO. 1/2" PREFORMED 1" (m) 53 STONE JOINT FILLER RAND CONSMUCROV DETALI 3/8' T0%0 RIBBING DETECTABLE WARNING DETAIL 2 2" DETAIL OF RAMP GROOVES D.3 CITY OF CARMEL STANDARDS STANDARD DRAWING MODIFIED CURB RAMP TYPE 'G' 10 -43D SEE DETECTABLE WARNING DETAIL SEE RAMP GROOVES DETAIL 1/2" PREFORMED JOINT FILLER 24" OF 6w CLASS TOOLED "A" CONC. RIBBING J 6 " 53 ®STONED 102" PREFORMED JOINT FILLER RAMP C©NS7RUC77ON DETAIL MODIFIED CURB RAMP TYPE ll' 401'1 NO SCALE �' 3/8 00ffD RIDDING DETECTABLE WARNING DETAIL 2 2" DETAIL OF RAMP GROOVES s NOIS; CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, ftEN FORMS ARE REMOVED DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON V OF COMPACTED CONCRETE AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURD —CURB & GUTTER RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) PAVEMENT THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' On TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL CURB OPTIONAL, SHALL. BE USED WHEN NECESSARY BASED ON FIELD CONDITIONS. O N OW O �-C?9.0 HI�C '. W LO a z z M J 0 J ILL In 0 U) <U ozM (0 ati C\1oLq co J LU U Z z O CL LU z ¢v U LL) Q ©oEl0 1300 pp CERTIFIED BY O O N W �'- co a q* w N O Lo c�. a CO J LL- 0 c w LLI a. Ld LU O � yam cc LIJ 0 LLI O ® FL U) O a Q ~ W Q LL1 � w U) J 0 U1 LU Z n Cr. CC - .J Q a � V O O U LU DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS Al TAC 11/01/11 SHEET NO. OF 201100921. CE. AD LS. C0700. SD. d wg A r n n r 13-1 r-n r% i P r- n n A A' I n 'r- k lM r 1 A r SEE RAMP GROOVES DETAIL lb A 4�� 1/'2" PREFORMED JOINT FILLER ' 24" OF TOOLED CONCRETE 6" CLASS RIBBING CURB & GUTTER �A" CONIC. - 1 1 PAVEMENT 6 a. 5 COMP. NO. 1/2- PREFORMED - JOINT FILLER RAMP CM&Vf MW DETAIL (T}�'I CD M C) rri C M Q QD C/) M SEE RAMP �. GROOVES DETAIL 6\ l S1DE}yqtII j UAL!)Y SHIP �- 6:,C0 Q SEE DETECTABLE WARNING DETAIL NOTES: CURING COMPOUND SHALL BE 'PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE RAMPS TO BE 6" OF CLASS '°A" CONCRETE, ON 6" OF COMPACTED AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURB RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE MINIMUM RECOMMENDED 'V1DTH OF RAMP IS 4' 0a TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) DRAINAGE INLETS SHALL BE LOCATED' UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL 1/2- PREFORMED ....JOINT FILLER 24" OF ' TOOLED CONCRETE 6" CLASS CURD & GUTTER "A" CONC. RIBBING PAVEMENT 6" COMP. NO. 1/2" PREFORMED 1" (m) 53 STONE JOINT FILLER RAND CONSMUCROV DETALI 3/8' T0%0 RIBBING DETECTABLE WARNING DETAIL 2 2" DETAIL OF RAMP GROOVES D.3 CITY OF CARMEL STANDARDS STANDARD DRAWING MODIFIED CURB RAMP TYPE 'G' 10 -43D SEE DETECTABLE WARNING DETAIL SEE RAMP GROOVES DETAIL 1/2" PREFORMED JOINT FILLER 24" OF 6w CLASS TOOLED "A" CONC. RIBBING J 6 " 53 ®STONED 102" PREFORMED JOINT FILLER RAMP C©NS7RUC77ON DETAIL MODIFIED CURB RAMP TYPE ll' 401'1 NO SCALE �' 3/8 00ffD RIDDING DETECTABLE WARNING DETAIL 2 2" DETAIL OF RAMP GROOVES s NOIS; CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, ftEN FORMS ARE REMOVED DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON V OF COMPACTED CONCRETE AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURD —CURB & GUTTER RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) PAVEMENT THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' On TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL CURB OPTIONAL, SHALL. BE USED WHEN NECESSARY BASED ON FIELD CONDITIONS. O N OW O �-C?9.0 HI�C '. W LO a z z M J 0 J ILL In 0 U) <U ozM (0 ati C\1oLq co J LU U Z z O CL LU z ¢v U LL) Q ©oEl0 1300 pp CERTIFIED BY O O N W �'- co a q* w N O Lo c�. a CO J LL- 0 c w LLI a. Ld LU O � yam cc LIJ 0 LLI O ® FL U) O a Q ~ W Q LL1 � w U) J 0 U1 LU Z n Cr. CC - .J Q a � V O O U LU DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS Al TAC 11/01/11 SHEET NO. OF 201100921. CE. AD LS. C0700. SD. d wg REVISIONS Al TAC 11/01/11 SHEET NO. OF 201100921. CE. AD LS. C0700. SD. d wg c� M 0 U) 0 0 0 U J Q U N 0 0 0 N V) Z Q LO 0 Q Li En z Q J J_ 1 U N z 0 0 N 0 0 0 N NV w J z 0 Q a M 0 w 0 w Q rn i ti �o �w w J Q Q U N z0 Of J a_ a_ )j J fn r f ! n r) l it �� � �" '� /i /.1.�. --�.- /� E �.�� i `d /_„ ; t ) _ - �-^—_ i�` �-- l_ ✓,�� +i +! ! ;_,tr ! ✓�f ,tj L �. r , •l, -.E !^ tats � r 1 ! l.i;! i�lY! i !rf C.f inch Taps And Smaller - ' '0 —6 1t✓il, %!' r (1`ii l Vi'��ri !L' For LU J JA �'� :- .''%! r (:1 ; �c °�,� 1 � ,- � _ -' �•-- �., �; _- _�..,r ,, ,- t �; ,I t_. C'%� -_. ..ter ._: I, tt �.:..�` „rtC �!' �,` i ..•"��� ^...'� 1- i 5 -^ �, .✓` �k i` �Y�} (y 1 t/ o'. i � -k Or r> .i %� ! •y +j i . i �..''�r , .�,', tom_ t -- t // f 1 r. l >` . sJ�, 91 r /i J F J J� 11 ✓ s 1 1'e f1 C13) W Q a a - -- ------------------------------ -- -- - - -- - - -- - -- rltA' J;R r %,l ,' f_r' ;, r_ C �D 6” - - - -- -- - .� 4 � l � — �• l n i iii 27'! r . . l Fxisf %,y Pcver;;e,-rt, cw Lu` `1r?,yt;� �c7ije rg✓e' -r'er 'riles' ✓�lG7lKG /:n a ' Lcyer� J, ,) ' � cr �? tp; er i 7exi� J, )J �.;11r;ii"I ",',;!lT; Tra;�li,.h v' ✓iCi•`r% i�: .':i lr ?C�i:SiUL, O 1 Curb Box With Cover /Lid HDPE Sleeve" (Under Pvmnt) LO •� c LO -VG vaned �)l7 r �XIs7!11g Je'✓b !S 1�c,_8% Ll +iE. , L !,, C L c' fl,,d co'-) ! tS, Hocx' l! Ilitni iii' !!! � Fra To te' L (,`) CS. coddil ,tifoi^rial Sha,!! Be P. /ncod �d r!crd lg „gyp °d !n 6 Lcye, s To 4 "✓lrri,;,ur7 r 1 lCddtr JJ' i r, i ,R1 ?.� ir�r ^C ed +1' F, " ,'ozer S 10 r? i0 12 ;/7crze c ove P"Ge. Sh i'o //V,00 1 3 J -. 62, Size No. 8 4` \— W Ma DRAWN BY: Z -; inch Taps And Smaller - ' '0 —6 1t✓il, %!' r (1`ii l Vi'��ri !L' For LU i'Vf l h / J T ✓l /,I— L ,_3 2 l. - --- - - - - -- ----- - O Verif HDPE Sleeve" y� - -- Joints And Bells. qe (Under Pvmn t) 0 cc J 44 W V C13) W Q a a Q a. Ld - - - -- -- - .� 4 � l � — �• l n i iii 27'! r . -.- Fv' 71 --- � Copper Service Line 0 l I- I r r. I I , O t -- - - - - -- - -- - - - - -I ----------------------- J LU - -- - -- t , - -- -- - - -- - -- ^ - I JJff I) ---- ): ✓'' E I Lj - , - ____ ______ _ __ __ __ ___ - ----------------------- Fxisf %,y Pcver;;e,-rt, cw Lu` `1r?,yt;� �c7ije rg✓e' -r'er 'riles' ✓�lG7lKG /:n a ' Lcyer� J, ,) ' � cr �? tp; er i 7exi� J, )J �.;11r;ii"I ",',;!lT; Tra;�li,.h v' ✓iCi•`r% i�: .':i lr ?C�i:SiUL, O 1 Curb Box With Cover /Lid HDPE Sleeve" (Under Pvmnt) LO •� c LO -VG vaned �)l7 r �XIs7!11g Je'✓b !S 1�c,_8% Ll +iE. , L !,, C L c' fl,,d co'-) ! tS, Hocx' l! Ilitni iii' !!! � Fra To te' L (,`) CS. coddil ,tifoi^rial Sha,!! Be P. /ncod �d r!crd lg „gyp °d !n 6 Lcye, s To 4 "✓lrri,;,ur7 r 1 lCddtr JJ' i r, i ,R1 ?.� ir�r ^C ed +1' F, " ,'ozer S 10 r? i0 12 ;/7crze c ove P"Ge. Sh i'o //V,00 1 3 J -. 62, Size No. 8 4` \— W Ma DRAWN BY: 4) 2 inch Taps And Smaller - ' . r 1 -C ! ax°iv- Ml f ; : � xiqi lrf-i,,^t e / S l ;�� �' 1t✓il, %!' r (1`ii l Vi'��ri !L' For LU i'Vf l h / J T ✓l /,I— L ,_3 2 l. J�ij�T - % "'' ,qlv'% 1 ✓..q r�r� ✓':q,''l "'.15 i�'i 5 T F C ; M r r. 'ZICE)11 j _,c -ve: Ni-:t To ai 1' -0" To Building (Verify) J I Q Concrete Block Curb Stop Copper Service Line Corporation Stop T j U_�.�,_� T I \ rua n iv: Jo�-,es & Henry -_re neers. !rc. ArnTjC-- 1) 1”' Or Smaller Service Life Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A Min. Horiz. Separation of 24". Tapped ' \— W Ma DRAWN BY: 4) 2 inch Taps And Smaller Service Clamp Length -- Varies l '_C " To Building Shall Not Be Installed Within LU 0 Within 18 Inches of Mechanical O Verif HDPE Sleeve" y� `� Joints And Bells. qe (Under Pvmn t) 0 cc J 44 W V C13) W Q a a Q a. Ld o Curb Stop Q- J CN Curb BOX Uj Jam With Cover /Lid � V Copper Service Line 0 * Service Saddle Must Be Omitted For Services I" And Smaller And Direct Fops Made to Ductile Iron Pipe, Class 350 or Greater. (Verify With Owner For Pressure Class DIP.) ** For all Service Lines Installed Under Pavement Install HDPE Sleeve Under Pavement Section. ztio ti E �' LD 8-) N O U PC'7O.2 QCflM.0 �� O C14 L-Q a- ( N L Z Z CO JLj 2 a co U) Q U) (] Z U) C.0 Q ti Z L0 C'7 J W U Z O W Z Q U U w Q CERTIFIED BY 6 J O DRAWN BY: PED O BNS H CM Z LU 0 O N C0 qe 0 cc J 44 W V � 14 W Q a a Q a. Ld o O Vi J Q Uj Jam � � V LLJ 0 O co O M J 08/19/11 DRAWN BY: PED CHK'D BY: BNS H 201100921 O 0 ~ Q W Q � — o m < Vi J LU Uj � � V O i- J LU DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS Al TAC 1 11/01/11 SHEET NO. C70 OF 201100921.CE.ADLS.00700.SD.dwg V) 6 0 rl- 0 0 vi 0 0 04 G) 0 0 o C'4 V) z _j a- V) -i 0 F_ Ld V) z L) I-, V) 0 z Of 0 Ci 04 0) 0 0 0 N LL. LL. 0 0 5-: M Idw w w 0) L;j 0 Ld \r-- L;j LLI F- -j Cc) V) F- F- z 0 Of -i a- a- N STORM STR. 4100 OUTLET STRUCTURE DETAIL NOT TO SCALE MATE FINISHED L-X;,s tin Tapp in 'i Ig S, 4 Rend As Re A l _... , -1 po red Undar The �g Wi0t6,r 4190;n Noec-,' All dah-its Shall Be i eszlrair,ed In PUi� 6V PLAN N c t e 1.) 1V1eqoILq flc2nges shell be used for 61, mechan cc' joints. 2) Bell end p-'jc-.4,,s of pipc 4 ft. and smaller shell be considered" scrap, cnid. shall Inct be instclied Into .-yL-,tCm. Wa I e,- Y 6,;rl See Tnenoh 1)et011 For Backfill Re-ui*retnents v Existing Waler Vain v v v v v v v Y v v - 12 l✓fir, v V V V VV V V j, VVVVVVV',7VV V v v v v v v tvevl Water lV66-) ;vvvv V17V v v v vvv V / 7 v v v v v v v v v vv v v v v v 7 6_r _yv- rs To P);: �' t e Tf if: Boddirg Vateiria/ Sha/1 Ca,,?forriq To l 'DO T 90-3.02, size A10. 8 E C T 13 N I Ti TILE: I I —y F C A R�vl E L I WA TER [IV/11AI N ",_-S' —1 A IN D .RD D ET A IL C'U'AND DTI ON [)TAIL rcwn By- &,, Henry Dcitc: March 2001 seek: Not lo Scole Jones Englineers, Inc. Drawing Nam(---. CW5 z t-- 0 0 E -1 0 C,) q S < (b C6 Lo 't E 5 U) N LO a- 0 "Ot �: 2 z z co E73 2 w CD L.L 0 _:1 � < 0 C) Qco < U-) C:) Z U-) (0 < [� IN F3-qt U') z co -i LU O Lij < LLJ W [3o El o 1300E]CIE3 CERTIFIED BY CM LU C*1) U) CIO 0 0 LL. LLJ < CL 0 Lu Cl) C*3 W a FL 0 W Cr. Ld 0 m Q ca w CL 5 Uj W Z Cr. J 0 U) tu ----- ------ -- t REVISIONS TAC 11 /01 /11 7- 7- SHEET N0. OF 201100921. CE. AD LS. CO700. SD. dwa DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNS JOB NO. 201100921 REVISIONS TAC 11 /01 /11 7- 7- SHEET N0. OF 201100921. CE. AD LS. CO700. SD. dwa F 0 6 0 0 0 0 (n J D Q U N O) 0 0 0 N W z Q J tZ V) J 0 Q F W V) z a J a J > i V) z a IY N rn 0 i 0 N i .,l w J_ L� C7 z_ a 0 a Of 0 Q 0 M 0 Ld 0 w Q rn I L;j H Q 0 �o \ UJ w w P I Q Q U LO z H-- 0 J a_ L- TRACER WIRE Y.. �-i.;r .. r. PROPERTY, RIGHT -OF -WAY OR EASEMENT LINE �+ I I r ONE PIECE TEE-WYE -- REQUIRED NOTE: SEPMRATION BETWEEN WYE FITTING: A. OPPOSITE SIDE LATERALS 1 f' MINIMUM BELL TO BELL MAY ADJACL]VT 2 Bill. TO SPIGOT Irt E 1' (TYPICAL ALL LATERALS) FOR SEPARATION SET= NOTE I AY. 1� PROPERTY r Ri�T -tI• ;:! !•;,� .. r OR EASEMENT LINE 6` SDR 35 PIPE TRACER WRE MAIN SEWER LINE �e BEDDING TO BE PLACED ON UNDISTURBED EARTH. COMPACTION OF IS STONE IS CRITICAL UNDER ALL JOINTS AND FITTINGS. KK C IF PROPER COMPACTION CANNOT BE ACHIEVED, THEN PLACE A MINIMUM OF 6' OF 3504 PSI, NOTE: 28 DAY COMPRESSIVE STRENGTH CRETE ALL FlTIINGS SHALL BE SDR 26. PLAN \) EW AROUND THE. PIPE E BEAR ON STABLE GROUND (PER ENt IJEER). PAINTED GREEN 2" X C WITH ROD OR T POST (DEIIECTARE BY METAL DETECTOR, S ABOVE WME) DEPTH TO LATERAL- TO BE SHOYN ON A MINIMUM OF r OF ilk STONE 0WR MARKER. THE CONCRETE CAPPED WYE SHALL BE (TYPICAL ALL LATERALS) PLACED PRIOR TO BACKFILUNG. 127 RIGHT -OF -WAY FINISHED MADE OR EASEMENT LINE 225' OR 45• 1' 1 41 t TRACER WIRE (rMCAL ALL LATERALS) 225 OR 45' 5' M(MUM - B' MAXIMUM %� �, ✓ ! �,r �'�, (TYf ICAI ALL LATERALS) I R11- /, is / CAP FOR ANGLE BUST BE BETWEEN '°�'' " �y FUTURE CONNECTION 15' AND 45 :�, r /` ANNE MUST BE BETWEEN 15' AM 45: (TYPICAL ALL LATETZAL S) MINULN 4' CONCRETE CAP REQUIRED, NOT TO EXCM BYOND FIRST PIPE 6' MINIMUM JOINT OF WYE. IF A WYE IS 20' DMA THEN CONCRETE CAP IS REQUIRED AT THE ENGINEERS DISCIIEMN. MINIMUM CONCRETE STRENGTH OF 3500 PSI, 28 DAY COMPRESSIVE STRENTH. NOT � REQUIRED FOR DUCTILE IRON TEE. SECTION NOTE- °°°\' \`,�1,L149611i163dtTfl1j1111Fj� ALL LATERAL EIEDDING SHELL BE ��, �D C� ®� ®a'�A�� AGAINST UNDISTURBED TRENCH. .�`►` '.G1ST o MORE THAN 20 DEEP LESS THAN 20 DEEP DEPTH or SERVICE LATERAL SHALL BE MDSURED FROM NO. NOTE: FINISHED GRACE TO THE TOP OF MAIN SM LIAR£. 19300219 - 1 PIPE REQl11REMENTS PER DEPTH ARE AS FOLLOYfS STATE OF : �cr ; 3' -19' = SDR -35 20' -25' _ SDR -26 IT`D I ANP "...= 26' OR GREATER - SDR -23.5 ��iAirliPtd11111111110" ti \ °'��� IMUM FALL- 1/8" PER FOOT MAY NEED TO BE DEEPER FOR (TYPICAL ALL LATERALS) LONG BUILDING LATERALS OR FINISHED (FADES COPING AWAY O SUMMARY OF LATERAL INSTALLATION REQUIREMENTS FROM SEWER.. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. Schneider Date 12 /06/06 SERVICE LATERAL DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT ` • 4 . 411 411 SERVICE LATERAL DETAIL •CTRViID• Y U NORMAL AND DEEP CONNECTION e 1014 File T: \6K\ 6366 '\001 \- VWGS\DETAILS \IN- DTLS.DWG NOTE: ALL SLAB AND CRAWL SPACE CONNECTIONS MUST BE A MINIMUM OF 3" BELOW THE FOOTER AND EXIT THE BUILDING AT THE FRONT OF THE STRUCTURE TO PROVIDE THE SHORTEST, MOST DIRECT ROUTE FROM THE BUILDING TO THE 3' MAXIMUM EXISTING LATERAL STUB. --�,, TEMPORARY il FOUNDATION GLUED CAP (FOOTER) MINIMUM 3 " MINIMUM 4" SEWER -J� �� j PAP 6" MINIMUM. SEE SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL °°D O . . 1sre; e Q i i G No. 19300219 STATE OF X4,1 0, c°�'..- /NDI a. FLOW 4X6 RIGID CLEANOUT TYPE 1 (ONLY LANDSCAPED SURFACES WITHIN THREE FEET OF BUILDING) �- 6" PVC CAP FINAL GRADE 6" PVC PIPE - TRACER WIRE (6" X 6" X 6 ") TEE -WYE 6" SEWER LATERAL NOTE: CONCRETE APRON! AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. NEENAH R -1976 OR EAST JORDAN 1576 WITH SEWER ON CASTING 6" PVC CAP alii ,III, 36" X 36" X 10" CONCRETE APRON WITH FIBERMESH REINFORCEMENT., MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING TRACER WIRE r- FINAL GRADE 6" PVC PIPE (6" X 6" X 6 ") TEE -WYE #8 STONE BELOW CONCRETE-/ ,< ��, �i,��i����o��,�i���i� %�� 6" SEWER- LATERAL APRON TO PREVENT CLEANOUT TYPE 2 SETTLING, EXTEND TO UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) N0. „'. 19300219 b STATE OF SDI AIA�- . �� ®��'f�f /1tOJj1l11I llllililtl01\� \ \ °�\ �o �1 NOTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. 20" VESTAL CASTING WITH 12" LID, LETTERED "SEWER CLEANOUT" WITH PENTAGONAL BOLT /LOCK HDPE PIPE TO EXTEND 6" PVC C MINIMUM 3" ABOVE STONE �,� 20 "0 FRATCO HDPE METER PIT; 7.2 LBS /FT, MIN. 3' DEEP OR EQUAL 6" FROM TOP OF PIPE TO BOTTOM OF METER PIT. CONTRACTOR SHALL NOT ALLOW METER PIT TO CONTACT LATERAL /TEE -WYE CONCRETE CAP. \ \` \ \A11t11iIlJlflllflJl / / /,f, `���� A. C� p .. G�srE;" .. Fo'- No. 19300219 STATE OF fi /ND I AIA o r-- i/r• MINIMUM 1" & MAXIMUM 4" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING - TRACER WIRE r FINAL GRADE CLEANOUT TYPE 3 (GRASS OR LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) _6m' CLEARANCE FROM TOP OF PIPE TO TOP OF 8 STONE - 6" MINIMUM (TYP.) 6" SDR35 PVC PIPE (6" X 6" X 6 ") TEE -WYE 6" SEWER LATERAL ``yp`p3"A • HATWi`TO O��aA,*A HAA17Q2� O4`taC1ANa •HAM /1r�L Y TOWNSHIP REGIONAL WASTE DISTRICT °x "° CLAW TOWNSHIP REGIONAL WASTE DISTRICTS CLAY TOWNSHIP REGIONAL WASTE DISTRICT �� c CLA ° CTRWD • Gi = - N • CTRWD - •CTRVVD• CLEANOUT DETAIL � �� Schneider TAPE 2 CLEANOUT DETAIL ��, � Q TYPE 3 CLEANOUT DETAIL TYPE 1 � �� �� �y{ Schneider A� Schneider Syp AFGIOFJA RFGIOHA4�P Date 12/06/06 File T: \6k\ 6366 \001 \D1fGS\DETAIIS\IN- DTLS.D�G Date 1206/06 Fate T: \6K\ 6366 \031 \DIGS \DETAILS \IN- DTLS.DIG Date 12/06/06 File T: \6K\ 6366 \001 \D�PGS \DETAILS \IN- DTLS.DI�G M N U HMO}; H i� � .0 C-0 a) Z Z CO J � � DELL u� 2 CL Q U-) C) Z LO co < z u? ti M J 111 H U z z 0 0 Q v U � M w Ldi. na 11601 La CERTIFIED BY CLAY TOWNSHIP REGIONAL WASTE [DISTRICT DRAWN BY: CLAY TOWNSHIP REGIONAL WASTE DISTRICT O SUMMARY OF LATERAL INSTALLATION REQUIREMENTS F- SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc, shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet fir Only 1. sewer within 0 feet for snits sewer system within 90 days o f notice providing a r Is Ifh �0 e Au houses, . buildings, etc:, shall connect to the District's sanitary _ y P 9 tined through Indiana Cade (IC 13-26-5-2). Onl one building may Hamilton County or 100 feet for Boone County of the property line. as de g ( y g y O Hamilton. County or 100 feet for Boone County of the property line as defined through Indiana Gale (IC 13- 26 -5-2). one building may P N connect to the sewer main per lateral unless otherwise approved by the District. connect to the sewer main per lateral unless otherwise approved by the District. 2. m water rains shall be interconnected to District's sanitary sewer as addressed through our 111 No foundation, Sump, Downspouts or other stir r d ry 9 2. No foundation, Sump, Downspouts or other storm water drains shall be interconnected to District's sanitary sewer as addressed through our pl Ig Ordinance 12.09.08 and VI Policy found on our website at %Aww.ctrwd.org. J Q Ordinance 12.08.08 and !11 Policy found on our website at 5nrww.ctrr +id.org. 3. The existing sewer line from the building to the septic tank may only b e used if it to located under a building addition, P atio , porch or paved .. addition, P a ti o P or ch o r paved The existing sewer line fr om the building to th e septic i c tank may on! be us e d if i t is located under a building ved Q . . driveway. Air testis required to show if acceptable for re use. The property owner shall bear the cost of all testing. The District inspector must driveway. Air testis required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must 0 be onsite for the duration of the air test: z 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 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 J compliance with the District's sewer use ordinance. Lateral stubs shall remain capped until an inspector is on site. Final connection shall compliance with the District's sewer use ordinance. Lateral stubs shall remain capped until an inspector is on site. Final connection shall only be made under direct supervision of a CTRWD inspector. Such notification shall be made 24 hours prior to the need for the only be made under direct supervision of a CTRWD inspector. Such notification shall be made 24 hours prior to the need for the o scheduled inspection, or fails to .cancel inspection. if the inspection fails and a second inspection is required, or contractor is not on site for J inspection, If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel P P P the inspection, an additional fee of $100,00 will be due. Thin must be aid prior to the time of the follow u inspection. P P P R P follow up inspection. inspection, an additional_ fee of $1.00.00 will be due. This must be paid prior to the time of s - 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal P rtY 5. of private sewage disposal Property owners are hereby advised that the County Board of Health regulates the operation and maintenance p g p C0 _! {septic} systems. The County Ordinance provides in art that upon connection to a public sewer, a septic tank "...shall be abandoned p p p P P (septic) systems. The County Ordinance provides in part that; upon connection to a public sewer, a septic tank "..,shall be abandoned . clean and filled completely with earthen material or stone in a safe and sanitary manner." Please contact the appropriate County (pumped } P (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner." Please contact the appropriate County J Board of Health for further information and to notify the department of the abandonment. 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 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 PVC PRESSURE RATED PIPE: SDR 21; ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21, RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21, ASTM D2241. SLY. INCH PIPE (use only per approval of the District Engineer) ASTM D224i, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212 GASKET ED JOINTS: ASTM D3212 GASKETS: ASTM F477 FITTINGS: SDR 26 or better (NO fernco's allowed} GASKETS: ASTM F477 FITTINGS: SDR 26 or better (NO fernco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL' IF COrotdECT1h1G 11470 A LOW FREs3URE. FORCE MAIN- IF CONNECTING INTO A LO PRESSURE FORCE MAIN - - CTRWD must be contacted for explanation ofallowable pumps and pump requirements - CTRVVD must be contacted for explanation of allowable pumps and pump requirements -1.25" HDPE DR11 IPS (TYP.) connections are to be made with -1.26" HDPE DR11 IPS (TYP.) connections are to be made with Compression Fittings (Polypropylene or Brass); Mechanical Fittings or Electrofusion Compression Fittings {'Polypropylene or Brass} Mechanical Fittings or Electrafusion ALL PUMP CONNECTIONS ALL PUMP CONNECTIONS -Pumps located more than 3' perpendicular to or run longitudinally along the building for more than 3' shall -Pumps located more than 3' perpendicular to or run longitudinally along the building far more than 3' shall " f connection into the um have a cleanout Installed and the pipe shall be transitioned to 6 .,DR 35 pipe or co pump have a cleanout installed and the pipe shall be transitioned to 6" SDR 35 pipe for connection into the pump _ station, CLEAN OUTSARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR station. GLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART (please see Clean Out Details Type 2 and Type 3 for GRAVITY LATERALS NO MORE THAN 100 FEET APART (please see Clean Out Details Type 2 and Type 3 for multiple cleanout installation requirements). multiple cleanout installation requirements). CLEAN OUT CAP REQUIREMENTS: 6" PVC Threaded Caps CLEAN OUT CAP REQUIREMENTS: 6" PVC Threaded Caps 7. Bedding: Use Number 8 crushed stone or Number 8 fractured face aggregate 7. Bedding: Use Number 8 crushed stone or Number 8 fractured face aggregate Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe) The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe) 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D2241. 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. 'or Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer rip 'or to Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer np to installation. 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. 9. Where a #ransiiion 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 slued oiAe shall be installed outside 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met., No glued Rioe shall be installed outside' three feet of building foundation walls. three feet of building foundation walls. 11. Additional information on District standards and specifications may beobtained from the District's office during business hours of 8:00a.m. to 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our wets site at http:fAvww.ctrwd.org. 4:30 p.m. Monday through Friday: WI District standards can be located on our web site at http:J/www.etrvvd.org. Clay Township Regional Waste District Clay Township Regional Waste District 10701 North College Suite A 10701 North College Suite A Indianapolis, Indiana 46280 Indianapolis, Indiana 46280 Phone: 644 -9200 Fax; 8449203 Phone: 8449200 Fax: 8449203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 12. Septic effluent shall not be pumped out into the sanitary setn�er system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. Contractors shall lay 14 gauge -solid wire the entire length of the lateral lire is to be placed on top of the lateral The District inspector 14. Contractors shall lay 14 gauge -solid wire the entire length of the lateral. ,Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Al! exteriors structures and piping are subject to be tested andlor televised upon the Districts discretion. Examples of structures that may be 15. of structures that may be All exteriors structures and piping are subject to be tested and/or televised upon the Districts discretion. Examples s r y i s grease interce tors etc. Testing requirements are to verify that all structures are watertight included are manholes, grit interceptors, pump pits, g interceptors., g q fY included are manholes, grit interceptors, pump pits, grease interceptors, etc. Testing requirements are to verify that all structures are watertight and that they conform to the Districts Ill Policy. and that they conform to the Districts 111 Policy. 16. Cali before you dig! IUPPS- Indiana 811, 48 hours prior to digging. 16. Cali before you dig! !U PPS - Indiana 811, 48 hours prior to digging. Lateral- rev. 03.26 -09rh Lateral- rev.03 26 -09rh NOTE: CONCRETE APRON! AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. NEENAH R -1976 OR EAST JORDAN 1576 WITH SEWER ON CASTING 6" PVC CAP alii ,III, 36" X 36" X 10" CONCRETE APRON WITH FIBERMESH REINFORCEMENT., MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING TRACER WIRE r- FINAL GRADE 6" PVC PIPE (6" X 6" X 6 ") TEE -WYE #8 STONE BELOW CONCRETE-/ ,< ��, �i,��i����o��,�i���i� %�� 6" SEWER- LATERAL APRON TO PREVENT CLEANOUT TYPE 2 SETTLING, EXTEND TO UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) N0. „'. 19300219 b STATE OF SDI AIA�- . �� ®��'f�f /1tOJj1l11I llllililtl01\� \ \ °�\ �o �1 NOTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. 20" VESTAL CASTING WITH 12" LID, LETTERED "SEWER CLEANOUT" WITH PENTAGONAL BOLT /LOCK HDPE PIPE TO EXTEND 6" PVC C MINIMUM 3" ABOVE STONE �,� 20 "0 FRATCO HDPE METER PIT; 7.2 LBS /FT, MIN. 3' DEEP OR EQUAL 6" FROM TOP OF PIPE TO BOTTOM OF METER PIT. CONTRACTOR SHALL NOT ALLOW METER PIT TO CONTACT LATERAL /TEE -WYE CONCRETE CAP. \ \` \ \A11t11iIlJlflllflJl / / /,f, `���� A. C� p .. G�srE;" .. Fo'- No. 19300219 STATE OF fi /ND I AIA o r-- i/r• MINIMUM 1" & MAXIMUM 4" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING - TRACER WIRE r FINAL GRADE CLEANOUT TYPE 3 (GRASS OR LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) _6m' CLEARANCE FROM TOP OF PIPE TO TOP OF 8 STONE - 6" MINIMUM (TYP.) 6" SDR35 PVC PIPE (6" X 6" X 6 ") TEE -WYE 6" SEWER LATERAL ``yp`p3"A • HATWi`TO O��aA,*A HAA17Q2� O4`taC1ANa •HAM /1r�L Y TOWNSHIP REGIONAL WASTE DISTRICT °x "° CLAW TOWNSHIP REGIONAL WASTE DISTRICTS CLAY TOWNSHIP REGIONAL WASTE DISTRICT �� c CLA ° CTRWD • Gi = - N • CTRWD - •CTRVVD• CLEANOUT DETAIL � �� Schneider TAPE 2 CLEANOUT DETAIL ��, � Q TYPE 3 CLEANOUT DETAIL TYPE 1 � �� �� �y{ Schneider A� Schneider Syp AFGIOFJA RFGIOHA4�P Date 12/06/06 File T: \6k\ 6366 \001 \D1fGS\DETAIIS\IN- DTLS.D�G Date 1206/06 Fate T: \6K\ 6366 \031 \DIGS \DETAILS \IN- DTLS.DIG Date 12/06/06 File T: \6K\ 6366 \001 \D�PGS \DETAILS \IN- DTLS.DI�G M N U HMO}; H i� � .0 C-0 a) Z Z CO J � � DELL u� 2 CL Q U-) C) Z LO co < z u? ti M J 111 H U z z 0 0 Q v U � M w Ldi. na 11601 La CERTIFIED BY DATE: O DRAWN BY: PED O BNs F- N W O P N M M qe N M Ig N J Q V � Q w Q IL LLI 0 0 0 LLA i� z UJ �s o z J yam La> J 0 C4 C0 DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNs F- 201100921 U) 0 0 Q 1�Wa w z UJ o v) J LU J C4 F. J 44 L DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNs JOB NO. 201100921 REVISIONS Al TAC 1 11/01/11 SHEET NO. 13 = ,....sue OF 201100921.CE.ADLS.00700.SD. dwg 0 0 U) 0 r- 0 U vi J 0 w U N rn 0 o_ o N V z a J U) J 0 a LLI V) z Q J J i N 0 z Of 0 0 N rn 0 0 o N w J_ Li 0 z Q a! 0 LL Q c� a 0 r m 0 Ld 0 Ld Q Ld Q 0 T 1m r Ld ww Q Q 0 U V) z _ F z 0 E J 13- a_ L_ CITY OF CARMEL CURBING POLICY 1)GENERAL A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING /DELIVERY, EXCAVATION FOR, PLACING, INSTALLATION, JOINTING, CURING, FINISHING, AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS AND SOIL SUBGRADES, INSTALL AGGREGATE BASES AND INSTALL CONCRETE CURBING WITHIN PROPERTY WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL AND EXISTING OR PROPOSED RIGHT -OF -WAY. B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON- ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY. C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED OR SPECIFIED HEREIN, OR VARIANCES ARE GRANTED. D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY. E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER STANDARDS SHALL APPLY. F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION. G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS. H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN: a) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL. ii)THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK. 1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS. J)PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK. K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. L)AT THE SOLE DISCRETION OF THE ENGINEER, THE PORTIONS OF THIS POLICY RELATED TO INSPECTIONS AND TESTING OF WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY OUTSIDE OF THE RIGHT -OF -WAY SHALL BE DETERMINED AT THE PRE - CONSTRUCTION MEETING. M) DIMENSIONAL AND OTHER STANDARDS FOR CONCRETE CURB SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL STANDARD DETAILS. N) UNDER NO CIRCUMSTANCES SHALL MATERIAL OTHER THAN PORTLAND CEMENT CONCRETE MEETING THE STANDARDS ESTABLISHED BY THIS POLICY BE UTILIZED TO CONSTRUCT CONCRETE CURBS WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL. 0) UNDER NO CIRCUMSTANCES SHALL EXTRUDED TYPE CURB BE INSTALLED WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL. 2) FOUNDATION A) GENERAL I) THIS WORK SHALL CONSIST OF THE CONSTRUCTION /PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. ii)THE FOUNDATION SHALL BE PREPARED IN ACCORDANCE WITH SECTION 605.03(A) OF THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THIS POLICY. B) EXCAVATION AND EMBANKMENT I) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE SLOPE STAKES. ii)EXCAVATIONS (1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. iii) EMBANKMENTS (1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS. (3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS. (4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6- INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION. (6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. C) SOIL SUBGRADES I) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION 2(A) AND SECTION 2(B) OF THIS POLICY AND ONLY AFTER THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS. ii)THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE_ FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES. iii) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD SPECIFICATIONS. iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR CONCRETE CURBS ARE CONSTRUCTED. A PROOFROLL SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE THE PLACEMENT OF ANY AGGREGATE BASE OR CONCRETE CURBING. v)AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE AGGREGATE BASE OR CONCRETE CURBING. 3) AGGREGATE BASES A) GENERAL I) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE BASE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. ii)AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS. iii) THE AGGREGATE BASE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS. iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS. v)AGGREGATE BASES SHALL BE CONSTRUCTED ON APPROVED SOIL SUBGRADES AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. B) TEMPERATURE AND SEASONAL LIMITATIONS i) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS. ii)FROZEN MATERIAL SHALL NOT BE PLACED. iii) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY. C) PREPARATION I) THE PREPARED SOIL SUBGRADE SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. ii)THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED. D) SPREADING AND FINISHING i) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS. ii)THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS. iii) CONCRETE CURB SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF CONCRETE CURB SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED. 4) CONCRETE CURB A) GENERAL I) THIS WORK SHALL CONSIST OF PLACING CONCRETE CURBING ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. ii)CONCRETE CURB SHALL BE CONSTRUCTED ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES TO THE DIMENSIONAL STANDARDS OF THE APPLICABLE CITY OF CARMEL STANDARD DETAILS OR IN ACCORDANCE WITH THE CURBING DETAILS OF THE APPROVED CONSTRUCTION DOCUMENTS. iii) MATERIALS USED IN THE PRODUCTION OF THE CONCRETE FOR THE CURBING SHALL BE IN ACCORDANCE WITH SECTION 605.102 OF THE STANDARD SPECIFICATIONS. HIGH EARLY STRENGTH ADMIXTURES MAY BE UTILIZED BUT SHALL NOT BE CONSIDERED IN WAIVING ANY REQUIREMENTS OF THIS POLICY. FREEZE PROTECTION ADMIXTURES SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES. iv) EQUIPMENT UTILIZED FOR CONCRETE CURBING INSTALLATION WORK, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAULING /DELIVERY, PLACING, INSTALLATION, JOINTING, CURING, FINISHING AND MISCELLANEOUS /ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 508 OF THE STANDARD SPECIFICATIONS. v)CONCRETE PRODUCTION, MIXING AND HAULING /DELIVERY SHALL BE IN ACCORDANCE WITH SECTION 502.10 OF THE STANDARD SPECIFICATIONS. Ai ) INSTALLATION OF THE CONCRETE CURBING INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE COMPLETED IN THE SAME PAVING SEASON. B) PREPARATION i) THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 2C(V) AND 3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE PLACEMENT OF ANY CONCRETE CURBING. ii)ALL DISPLACEMENT OR RUTTING OF THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING CONCRETE CURBING. C) WEATHER AND SEASONAL LIMITATIONS i) CONCRETE CURBING SHALL ONLY BE PLACED IN ACCORDANCE WITH SECTION 502.11 OF THE STANDARD SPECIFICATIONS WITH THE EXCEPTION THAT PLACEMENT OPERATIONS SHALL NOT BEGIN UNTIL THE AMBIENT TEMPERATURE IS 50`F AND RISING. PLACEMENT OPERATIONS SHALL BE DISCONTINUED WHEN THE AMBIENT TEMPERATURE IS DESCENDING AND IS 50`F OR BELOW. AT THE DISCRETION OF THE ENGINEER, CONCRETE MAY BE PLACED AT AMBIENT TEMPERATURES LESS THAN NOTED ABOVE PROVIDED THAT PLACEMENT, JOINTING, FINISHING AND CURING OPERATIONS CONFORM TO SECTIONS 502.11 AND 702.11 OF THE STANDARD SPECIFICATIONS. ii)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE OR AGGREGATE BASE. iii) UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE PLACED BETWEEN DECEMBER 15 AND MARCH 30. iv) IF A SOIL SUBGRADE OR AGGREGATE BASE OVER WHICH CONCRETE CURB IS TO PLACED, IS PLACED AND APPROVED BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF THE CONCRETE CURB WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. v)IF THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, CONCRETE CURB SHALL BE ALLOWED TO BE PLACED ON AN APPROVED SOIL SUBGRADE OR AGGREGATE BASE PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. A) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL CONCRETE CURB PLACEMENT OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND /OR THE CONDITION OF THE SUBGRADE AND /OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD CONCRETE CURB PLACEMENT, CURING AND FINISHING. D) PLACEMENT i) CONCRETE CURB SHALL BE PLACED IN ACCORDANCE WITH SECTION 502.09, 502.12 AND 605.04(C) AND 605.04(D) OF THE STANDARD SPECIFICATIONS. ii)CURB MACHINES MAY BE UTILIZED IN ACCORDANCE WITH SECTION 605.04(C) AND 605.04(H) OF THE STANDARD SPECIFICATIONS PROVIDED THAT THE EQUIPMENT CONFORMS TO THE REQUIREMENTS OF SECTION 508 OF THE STANDARD SPECIFICATIONS. iii) FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 605.04(B) OF THE STANDARD SPECIFICATIONS. iv) FORMS SHALL BE REMOVED IN ACCORDANCE WITH SECTION 502.16 AND 605.04(B) OF THE STANDARD SPECIFICATIONS. E) JOINTS i) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 503 AND 605.04(E) OF THE STANDARD SPECIFICATIONS. ii)JOINTS SHALL BE INSTALLED AT INTERVALS OF 10 -FEET OR LESS; 5 -FOOT OR LESS ALONG RADII. JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE JOINTS IN THE ADJOINING SIDEWALK. JOINTS MAY BE SAWED OR TOOLED TO A MINIMUM DEPTH OF '' / .-INCH. iii) PREFORMED EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF 50 -FEET OR LESS, AT ALL CASTINGS, THE BEGINNING AND END OF ALL CURB RETURNS, THE END OF EACH DAYS WORK AND WHERE ABUTTING EXISTING CONSTRUCTION. IN ADDITION TO THESE REQUIREMENTS, EXPANSION JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE EXPANSION JOINTS IN THE ADJOINING SIDEWALK. F) FINISHING AND CURING i) THE CONCRETE CURB SHALL BE FINISHED AND CURED IN ACCORDANCE WITH SECTION 502.14, 502.15, 504 AND 605.04(F) OF THE STANDARD SPECIFICATIONS. ii)CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES ON SLIP - FORMED CONCRETE CURB. FOR FORMED CONCRETE CURB, CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES INCLUDING SIDES AFTER ANY FORMS ARE REMOVED. iii) THE CONCRETE CURB SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 5 -DAYS PRIOR TO COMMENCING BACKFILLING OPERATIONS ADJACENT TO THE CONCRETE CURBING. G) BACKFILLING I) THE SPACES ADJACENT TO THE CONCRETE CURB SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION 605.04(G) OF THE STANDARD SPECIFICATIONS ONLY AFTER THE CONCRETE CURBING IS INSPECTED AND ACCEPTED BY THE ENGINEER IN ACCORDANCE WITH SECTION 5 OF THIS POLICY. ii)BACKFILLING OPERATIONS SHALL BE COMPLETED PRIOR TO OPENING THE AREA TO REGULAR CONSTRUCTION TRAFFIC. 5) INSPECTIONS A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY. C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF SUCH PROOFROLLS. D) THE CONTRACTOR AND ENGINEER WILL CONDUCT AN INSPECTION OF THE NEW CONCRETE CURBING FOR ANY DAMAGE, INCLUDING FREEZING OR RANDOM CRACKS. THE INSPECTION AND ALL NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO BACKFILLING OPERATIONS. E) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO BE NON- COMPLIANT OR AS DIRECTED BY THE ENGINEER. F) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH STANDARDS OF QUALITY OR THICKNESS, CONCRETE CURB SHALL BE CORED AND TESTED AT THE EXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES OF THE CURB MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS. G) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE. H) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE. 1) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE. J)WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER. 6) ACCEPTANCE A) BEFORE ACCEPTANCE OF THE CONCRETE CURB, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING REQUIREMENT. CITY OF CARMEL PAVING POLICY 1)GENERAL A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING /DELIVERY, SPREADING, FINISHING, COMPACTION AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS, INSTALL AGGREGATE BASES AND INSTALL CNE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT MIXTURES WITHIN EXISTING OR PROPOSED RIGHT -OF -WAY FOR ROADWAYS, AUXILIARY LANES AND ASPHALT MULTI -USE PATHS. B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON- ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY. C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED HEREIN, OR VARIANCES ARE GRANTED. D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY. E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER STANDARDS SHALL APPLY. F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION. G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS. H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN: b) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL. ii)THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK. 1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS. J)PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF iriE ENGINEER AS IT RELATES TO THE WORK. K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. 2) FOUNDATION A) GENERAL i) THIS WORK SHALL CONSIST OF THE CONSTRUCTION /PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. B) EXCAVATION AND EMBANKMENT i) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE SLOPE STAKES. ii)EXCAVATIONS (1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. iii) EMBANKMENTS (1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS. (3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS. (4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6- INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION. (6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. O M O U Q co ri c I- Lo 't o U) N un a- 0 1.10 �: 2 z z M co _o-° U) QmI CD¢ti ti °z Lo _ti_ co J w U Z z a. W z Q �..� U L�Ld Q cn w Ing asm CERTIFIED BY !t h� Lu U mi Q DRAWN BY: Q CHK'D BY: BNs JOB NO. N a W 0 (� co cc �; cm d. Lo co cc � J Q 0 0 Ld w g CL � LLI a U :3 � ( Ld o co J uj Z CC J 4 m cc Q V Lu 0 0 0 U) co M mi 08/19/11 DRAWN BY: Q CHK'D BY: BNs JOB NO. 201100921 a Q Q ~ W � a U :3 � ( Ld o co J uj .� c) W cr. Z J c Q V 0 U) DATE: 08/19/11 DRAWN BY: PED CHK'D BY: BNs JOB NO. 201100921 REVISIONS Al TAC 11/01/11 SHEET NO. C 07 OF 201100921 .CE.ADLS.00707.SDDT.dwg GS &P /IN, INC. an affiliate of O G S & P 0 Design Services For The Built Environment Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Jackson Jacksonville Knoxville Louisville Memphis Nashville Richmond Tampa 0 G R E S H A M SMITH AND P A R T N E R S HEALTHSOUTH 40 -BED REHABILITATION HOSPITAL ILLINOIS STREET CARMEL, INDIANA 46032 y G� REVISION No. - Date - Revision FLOOR PLAN OVERALL A2U10 FILE: 8558A210.dgn PROJECT: 28558.00 n w T r_ 4-1 / 4 / n n.4 4 COPYRIGHT 201 1 GRESHAM, SMITH AND PARTNERS. 4 z a,s.z LEGEND FOR ROOF PL DOWNWARD DIRECTION OF ROOF SLOPE EXTERIOR ELEVATION DESIGNATION MECHANICAL ROOFTOP EQUIPMENT PARAPET ROOF HATCH SCREEN WALL ON ROOFTOP SEE KEYNOTE ON THIS SHEET SHEET SPECIFIC KEYS THIS ROOF PLAN 1 A3.1 451. FIBER CEMENT BOARD SCREENWALL 452. FLAT METAL PANEL SCREENWALL 1 453. KHAKI BRICK VENEER A3.2 QL�Al" 454. MANUFACTURED STONE VENEER Q� ROOF 455. METAL FASCIA PLAN OVERALL 0 8' 16' 32' 456. METAL PANEL ROOFING 0. t=j KEY PLAN 457. KHAKI BRICK VENEER WITH BROWN ACCENT BRICK z A3.1 COPYRIGHT 201 1 GRESHAM, SMITH AND PARTNERS. GS &P /IN, INC. an affiliate of 0 G S & P 0 Design Services For The Built Environment ❑� Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Jackson Jacksonville Knoxville Louisville Memphis Nashville Richmond Tampa G R E S H A M S M I T A N D P A R T N E R S HEALTHSOUTH 40 -BED REHABILITATION HOSPITAL ILLINOIS STREET CARMEL, INDIANA 46032 G� ROOF PLAN OVERALL 0 FILE: Mass 04.dgn PROJECT: 28558.00 DATE: 11/1/2011