Loading...
HomeMy WebLinkAboutVILLAGE AT WESTON PLACE SECTION 2_construction plans, 1 _'. I •rc ,st it i , , o r•I . . n it r. ) . •tits: t1 1 AmDx c �a...•t > ( 11' I.r. •:,.� l'f 0 - •'�: MmB2 l°• vq t rDeveloped. W1184.l � ,.\ (I Vii' ��• Y`. y,s �i2 4 'U .' cJ CrA 'I N I 1 , i. r�/ lx /ESTRIDGE DEVELOPMENT COMPANY, d`�0ry\6�P I, .� }f tCrA CrA �rC. n�� �l/. /! ",l j_,,I.r... p ..l w 0,7 0.1041 WEST MAIN STREET- I1.: 6Y '# CrA r 8r y ) `►/y/�'''�\-1 ' . g2 r." .r er C ..CARMEL12, INDICrAc.n �" Crq .., y I0 (,:.r !. W�FNnApt , sl;l`rhdton �• ;�. , :{Ii .Adt F C\317 582 '2437 x (a` it ala SO •�/ (AIT Pll`.L/NE \ ri r <' •....mAft] !N r -U ee .•a rliblpinru ILS MAP 4 •± . 1 MmB2 MIAMI Br BROOKSTON `/t Q C A CROSBY LOCATION MAP N.O.J. LETTER OPERATOR: KD EN BRASSEVE I "'' STR DGE DEVELOPMENT COMPANY, INC. i 1041- WEST MAIN STREET r. /{. o PHONE: (317)-582-2437 Of1 < _ ,..-„.'(-I_,.r..,,. .` ,•,fir \. '< \ -.,. �\`, l,. _,. .. v f r \ , INDEX o �AAA\� ^� m Vv W DESIGN DATA `. _ - 58 LOTS 3.31 LOTS/ACRE 17.521 AC. BUNKER HILL DRIVE 412.86 L.F. CORNWALLIS LANE 1013.62 L.F. CONSTITUTION DRIVE 907.10 L.F. MONITOR LANE 130.00 L.F. PLANS PREPARED BY: 59 foa STOEPPELWERTH & ASSOCIATES, INC. 61 —' CONSULTING ENGINEERS & LAND SURVEYORS PLAT MAP 9940 ALLISONVILLE' ROAD SCALE: ,"= 300' P.O. BOX 509007 INDIANAPOLIS INDIANA 46250 PHONE: (317)-849-5935 5A ADD TRAFFIC CONTROL PLAN 1/16/96 EEF � G -- _- c� FAX: (317)-849-5942. ON CO HAMILTON CO-,SUJI URVEY6?�� OFFICE. Uj EU \i \\ . N / ��\ AP-O-P�OV cn . � � � �_.u..C�-'� `\, �'�, 2 3 1996 `" P� �`' = ” �.�•r/ pATE:�pY PLANS CERTIFIED BY: C) u�LRV�O SY. Approved where drainage planswith HInllton County /��f/�C� -0Oorgy and does not irn* n �r-'7-R OromageaDrain Design 8oard acceptor ce nordsecondary pot approval. 11�20�95 DAVI�STOEPPELWERTH DATE PROFESSIONAL ENGINEER NO. 19358cc PM -TED 0 N t' _ '> 106TH STREET v APR 2L �9$ x I Lo = APR 2 3 1996 STATE OF a OFFICE OF HAMILTON COUNTY SUflYEY�1i,,, .i nnuruutttt CD j r o SHT. DESCRIPTION 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 EROSION CONTROL PLAN ---- 4 STREET PLAN &PROFILE --- 5 STREET PLAN &PROFILE -. SA TRAFFIC CONTROL PLAN 6 INTERSECTION DETAILS. _ , t 7 SANITARY SEWER PLAN &PROFILES $ SANITARY SEWER PLAN &PROFILES •--'-- - Q� -' 9 STORM SEWER PLAN & PROFILES 1p STORM SEWER PLAN & PROFILES � ��'�`� 11 CONSTRUCTION DETAILS 12 CONSTRUCTION DETAILS 48 a7 �`- 57 56 55 54 53 52 51 50 49 IIH 13 CONSTRUCTION DETAILS 58 CONSi1TUitON � 60 10 0 9998979695 94 � a3 103 62 104 111112 1 114 = 41 105 0 1 � 40 REVISIONS 63 106 ° s LANE � 3s SHT. DESCRIPTION .64 y 6 72 73 74 7s �""�__ 70 ALL REV. PER T.A.C. COMMENTS 12/28/95 EEF 66 67 68 69 y "HOLEY MOLEX" SAYS: LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, Qc marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING 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 1-800-382-5544 SHOULD BE VERIFIED BY THE CONTRACTOR CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA W z PROPOSED GRADE a '1/ 11 XISTING GRADE SEC11ON "A" -"A" NO SCALE STORM SEWER TABLE LEGEND BENCHMARK: a Z NOTE: M OD EXISTING CONTOUR '. U.S.G S. S-78 ALL PADS PLACED SHALL BE COMPACTED TO 95% Of MAX. Str. No. Type Tc/Rim Inverts Dir. Inverts Dir. STREET ® EAST R/W LINE 895 Curb Inlet 898.81 894.17 (N)(S)(SE) EACH PAD TO HAVE AT LEAST 1'-0" OF OVERBUILD EXISTING STORM SEWER 896 Curb Inlet 898.81 894.26 (N)(S) this section. ALL SIDEWALKS CONTINUED ACROSS AND 897 Yard inlet 897.50 894.68 (S) 6" THICK. 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. P.K. NAIL IN NORTH FACE OF PWP #12-128A 898 Manhole 900.00 893.83 (N)(S)(E) 894.83 (S) W 899 Curb Inlet 898.70 894.96 (N)(S). z m �,�.\ Yi_••9{y, 90D Curb inlet 898.70 895.05 (N) o z z not remove his equipment from the site until the Engineer has verified that the job meets the cbove.�'""- -� \ tolerance. 901 Curb Inlet w/Manhole 898.59 894.18 (S)(E)(W) 902 Curb Inlet 898.59 894.27 903 Yard Inlet 898.50 894.81 (E)(W) 904 Yard Inlet 896.80 895.38 (E)(W)(N) 905 Double Curb Inlet 899.32 895.86 (S)(N) 906 Curb Inlet 899.23 896.03 (S)(W) 907 Double Curb Inlet 899.23 896.12 (N)(E) 908 Yard Inlet 899.70 898.40 (s)(E) 909 Yard Inlet 899.00 896.62 (W) 911 Double Curb Inlet 899.66 896.26 (E)(W) 912 Double Curb Inlet 899.66 896.35 (E)(W) 973 Yard Inlet 899.30 896.75 (E)(N)(S) 914 Concrete End Section 897.33 (N) 915 Concrete End Section 897.37 (S) 19584AS2 LEGEND BENCHMARK: a Z NOTE: M OD EXISTING CONTOUR '. U.S.G S. S-78 ALL PADS PLACED SHALL BE COMPACTED TO 95% Of MAX. respect of protective measure to be taken, if any, to preserve such trees. STANDARD TABLET SET IN CONCRETE APPROX. DENSITY USING THE STANDARD PROCTOR TEST METHOD. EXISTING SANITARY SEWER 1000' NORTH OF 106th STREET ® EAST R/W LINE J dot' a OF US #421. ELEV.=900.77 EACH PAD TO HAVE AT LEAST 1'-0" OF OVERBUILD EXISTING STORM SEWER r IN FRONT OF THE BUILDING LINE. PROPOSED GRADE this section. ALL SIDEWALKS CONTINUED ACROSS AND IN CONJUNCTION Bos• PROPOSED CONTOUR S.&A NO. 3 r w WITH RESIDENTIAL DRIVEWAYS SHALL BE 6" THICK. 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. P.K. NAIL IN NORTH FACE OF PWP #12-128A Z -----�--- PROPOSED SANITARY SEWER 12" UP POLE IS 33' WEST OF PANHANDLE -+ - PROPOSED STORM SEWER EASTERN RED &WHITE GAS LINE MARKER 'moo- PROPOSED SWALE ELEV.= 895.04 PROPOSED 4 SIDEWALK (BY HOME BUILDER) CONCRETE SLAB CONSTRUCTION ONLY. 35 PAD NUMBER NO SUBSURFACE DRAIN STUBS WILL BE REQUIRED IN THIS SECTION. 853.0 PAD ELEVATION PAD S12E 501 SCALE: 1"- 50' � DENOTES PADS OF 2'-0" OF = 19358 FILL OR MORESTATEOF - - PROPOSED 6" UNDERDRAINS 169/'+ 88:34 61SY -/' 75.34 77.12' ! - i l.�0 50.00• 900 8 9.. - - - - _ - - --� - - - U- ._ ...-... �. ....- -; .._�•-.: ..'.,'"..� ....,.....,..�....,�.. .......... ...._ry_ ..... --..e.-•y+6 ......_,............._._ ......,..., ob ,'ISP^i r } BORROW PIT * I + °� " =-- .........�� ,yo w •y�� ` o �, - \AREA _... _.. Y .-- 900.0 \ j r-- o _ oa 45 I �I W.29' 131.69' 7469' also• , 6100• saw OG--_ _�. paoe• o e5.oD' ]O.SS' •• .-7 L,�.- `�� 900.7 t o ~ X20• L 90 �0 20 Lowe 901.7 0 0 901 zoieE 901.0 9 .4 w 908 1a' AQP. 40A f 1�f�04�€.... 99.7 ..^ 4 \ :900: a J 900;9 s, a 1, 900.7 ` 46 J �� 12 0 - _ DaDc j1 747 + + + - -- - + � 4\i \ 0 900.1 }� 'a it `� 900.0 goo.p 900.5 0 1 3L�91-r IVJ uJ yuV } op 0 j soo. soo. 901.4 901.4 sol, s 1.2' 48 eoo i m 57 N 568 I < 90'1.0 / 54 - P W 52 5,1 50 49 901:7 N 2 903.0 yl -- 5� �., 1 903.2 902.6" 902.0 ' - 901.4) 90. 1.,0- m ` 901.8 901.9 R 01.'7 20 DUASSE \ _ i 7 899.3 ..- � NN\\�1 a) t t� rte• G \ � � � A M �O �. .:.,. -�- .��-. �Q�4299' 11711' I� a0' y \ y 58 S� ,�. / �, x'.50. C a>' fi i' o.o , . SD Lr. 30 4 2C .AASE '�. 50' -- nN 50�- 50' \. 5p' 9D 6> l-- 201' 7.1 74e� 20• D.u.ks.s.E 20• .u.as 7u 1 p0•q 18+17.88 18 50 18+72,01 19+ a P: 19+ 5.72 02,5 ,g - 2D.U.aSSE A r 900. a5a 7 q 899.22 9 0° 4221 a� O,, 60.00' 900.1 65.00' 900.6 61oD 90D.9 Say.' i" 9'+50 48.49 0 �p• 217 g0 .. 13 00 !�-c,".-- 1 TUTIONR"cr�i4 +So _p,60% 1 g.88 49A2 17.75' of 11 83.04 12 00 ONS 12150 13+ 1 10.2813+ x,:41 73+50 +O.6p%s j.µ00 i m 1 DRIVE oo r, 50 5+Q.55160 18+3 .841 ° q 90O 12 ^` 3 ° ''' p � % 6 1 9 .50 eas 4 99.75 4 .05 00.39 .66 I'90 .7 a o / _ s '549x• 900. ,� I I t � 2a' e, 2 of 4za11a 4 eo.0a' f, -/7500' J .7 7o,ar 00.0 eo.on p 60.00• 900.8 s4.6r 101, 902.5 752- 20' aau.E_= _ - - 2a aea. - - 201D.lV.E- 900.3 r{ � o 7nx dry °0 .�-• -�' -- _� '-_ .,---.. �• u 5 '� � � ao - i K o m 44 t\ , ' S �$' / - . _.. w . __.._� ....__ _.. , .._...�. sl'+ / ! 901.1 I � � I vas. � • I lit l / ao - 901.7 i &0 900.6 900.5 - 901.0 901.3 9b1. 901.4 60 -;4�� 102 101 100 - '� 99 98 97 !' 96,. { 95 i�" N °° „ 89.6 1 e �dI I I i ; ;{soo,s E I + I,., 43 + „. 901.7 / 0ARP-02, 00.0 0.04 �+ 00.5 9 0.5 j 900.8 9� 9QQ�4 0.4 0 4' $ g 6 1 �'r *IclI Wit BORROW PIT%�103 D1 • / 61 I I AREA _L 899.8 899.2 eo.a0898.7' 98.5 �:'i .4 900.0 soar �+v 899.5 / D,p1£.: 99: ..,,..., .'... a. P. o-a3ax w' D.au.E L 2 901.7 g 1. I 1s99 6 g __'_ - - t - - - - 0 a N I r, - 00.5 90°.5 900. o d w rn 42 p O �2 - 16 o.+a1.E � ,,.,..---i- g0 ° 6 5 � �r "r, � I � + , 901.8 w / g0 s �s I 1 +, BORROW P4jT 6 Css 112, i 113 114 62 � P 104 / ' e° AREA 1 g9' g00.5 9 I) ( 10 Awe I 899.9 $ "� u��' � \ i g 110 , 5901.0 900. 901.0 901.0 nI N a I � .J• i, • _ w `A+fq o , o. 41 BORROW PITp� 0 , 901 . 1 o y o• / .� g01 • g0 AREA o 109 901.1 f�- 712-- 176 I 3�CP. TM s a m � P_ f2 4 V) b 6 g 8 m a a a MOO=[ O ¢ Y Q L0 rn n CO m M k' 0 LO 0 0 w L� of U } uI a Z UJ M OD B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL M v t� z < J dot' a construction operatione. The topsoil shall be free of debris and atones. 5. UMLITIES r A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. it shall be the responsibility of the Contractor to determine the location of existing underground �,...--'"�•., r w N 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. •� Z o A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area opz W UI u7 M shall not exceed 0.10 feet plus or minus the established grade. Provide roundingsat top and bottom z m �,�.\ Yi_••9{y, F- � w ""--•-� \ J V) Z O 0) `0 � o z z P 901.5 o a 108 91.3 �> 6 9.7 B 9.3 I - - z t` s5 4197 eo.00 \ l Q / 63 ` 105 107 �% ri 2Y•5 90 ° �I i `� I t W o $� r 901.5a!d2 g0°3 ANE Ra�:a3ax `m� rn i 'I 9 0.3 y (� ? 901 0 `O\ 1 4.27 +0.60% i+ 0+6 39 50 , w o0 I EARTHWORK: Ilk..� �,�-�` ti 1 IUD 902.0 / 2+ 8. • � + � a`'' gp0? � 40.08 89 5 " 99.27 1. EXCAVATION \ O \ i' "y A. Excavated material that Is suitable may be used for fills. All unsuitable material and all surplus _.•• -.•- _-• ` 9 01 .5 / / / �p1 0 ea.od 3+00 001$ 99 8a / a9.eo' 25 aQs a t. m Q excavated material not required shall be removed from the site. S. Provide and place any additional fill material from offsite as may be necessary to produce the grades- 11a� 64 \ ' %$ e° \ \ 9 1 / Q 01 q so.� j4,5p / 9� 7� �^ 1 _2D' D_U.as.SE .� d� w i' I r \ ; required on plane. Fill obtained from offsite shall be of quality as specified for fills herein and the \ \ ® �/ l'n'k9� l P �g` source approved by the Developer, it will be the responsibility of the Contractor for any costa for 9 n 1 • \ O �OOA> • �•�, "`^ gp11 dao 00, $ /r i ' 9003 > f. �\ O fill needed. v � //�1 2. REMOVAL OF TREES �.. . 7n o.auE ,4� / .Dom ( , 7•, ^ 75 '112. I , 39 ,1_ O A. All trees and stumps from area to be occupied by a road surface area. Trees and stumps shall not • µ& g �,Ly \ �� X0,6 �� P• 54'�J -7 Qt+' 901 7 902.0 'f , rn /- , OD \\ ,� W be burled on site. �•�' 65 °�� o� 8*00 yH• M1 g01. / -''� n?° / 2 9Q1 .7. m i>/ 'o �. °, LLI 3. PROTECTION OF TREES $$$ ` .ta yu i B+� 0 ) � + X01.9 �o la104 7. I ( � ,� �, '•` l z A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value Ti and worth which do not Impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. Removal of topsoil to a depth of 6 Inches (or more If required by Engineer) from all area to be excavated or filled. Topsoil should be stored at a location where it will not Interfere with dot' a construction operatione. The topsoil shall be free of debris and atones. 5. UMLITIES 6 A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. it shall be the responsibility of the Contractor to determine the location of existing underground �,...--'"�•., utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. •� 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area �.� (�• �,. to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areae`. �` `�.•....-••. _ ,, shall not exceed 0.10 feet plus or minus the established grade. Provide roundingsat top and bottom of banks and other brooks in grade. �,�.\ Yi_••9{y, C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so w ""--•-� \ that field measurements and spot elevations can be verified by the Engineer. The Contractor shall `. not remove his equipment from the site until the Engineer has verified that the job meets the cbove.�'""- -� \ tolerance. FORM\EARTHWRK \ \ 0n. 901.3 1 HAMiLT N 3 1 ,1 g 1 2da j` o `� �• sot. s- . > St1RYEY0fdS OFFICE t'y1 O +, 901.8 got + + I Y �+ y tellJ Lii 9°° I 901.7 _ ""T69 901.9 J a 90°8 +��\' x.1p 4' AH/ ff 1h VE W 67902.2 9f� 5 vitL y �/`, LLJ � r1 W 90 % 901.8 02.2 °° �� / ash '` `} `pV� EYO� B�✓ � ",�/ MAY 2 3 1996 _1 + \ c DATE: "`:,7" L_J BORROW PIT\ OD`+ r `�.,s y9 y ,, .Y. d - .N t x_'._ Y Regulated at d Oroin � St Mans comply,fwith Hamilton Gount LIJ AREA e° 01 r , - I Orolnoge @oaod dards only does not im''t y o \ 00. 01• Y X ° (\ jj�NO yh"' ',• nor secohdary plat opprovopy ' ti 9 .7 e 0 .LA 7a o°, 1 ` f tai ,. h "_ice Y� 1 �. ��j _ } / a :2E 0.8 f I Q ' 000 J m E y I SHEET NO. APR 2 3 1996 { 2 OFFICE OF HAMILTON COUNTY SU Amon j 4 r - j of 13 SHEETS ,a9 No. 19584A THIS SHEET TO BE USED FOR EROSION CONTROL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE COMPACTED DIKE TO PREVENT L7 M m BY-PASS FLOW (6• HIGHER THAN INLET PROTECTION) -� 4' 2' 4' 2' WOAD STAKES 15"-20" ! � /r � /. 11,.41'4-..r -•... IN GROUND . / �.- RUNOFF OVERFLOWS �- - 'I r' INTO INLET "•�' / 4 CHINK GAPS \ x 20* W%STRAW - 7.1/z ILI } x N XXNOTE: TO CONTRACTOR y �_ A B x I(`, x xDx 1. Prior to any work commencing contractor shall install stone drive at entrance, and all silt i W • / \ x x x � fences shown on plan. I I r °' 1 STAPLE 1-i/2 STAPLES 2 STAPLES 3.5 STAPLES STRAW BALE DAM DETAIL SLOPE 'F -`• � � PER SO. YD. PER S0. YD. PER S0. YD. PER S0. YD. 2. Upon completion of the storm structure from being built the fabric prop inlet protection is V;iu- T to be installed ON curb inlets and straw bales on yard inlets immediately. Ei SECTION NOT -TO -SCALE 3. Upon completion of the swale construction, contractor shall notify engineer to as -built, REQUIREMENTS: CONTRIBt1T•4G DRA•tAt11; NiEA: 1 ACRE MAXIMUM. \ ?e upon review of as -built engineered shall notify contractor to install the erosion control CAPACITY: RUNOFF FROM A 2 YR. FREQUENCY, 24 HR. DURATION STORM EVENT ENTERING A STORM DRAIN WITHOUT BYPASS FLOW. '�'//// zw blankets as soon as possible. - FABRIC MATERIA: GEOTEKTILE FABRIC FOR FILTRATION. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN :76 NF7GHT CI FOOL t TO IAT( SS MEASURED FROM TOP OF INLET. / GREEN EROSION CONTROL BLANKETS. STAPLE zap A]PRQAdI: POOL AREA FLAT (LESS THAN 1% SLOPE) WITH SEDIMENT STORAGE OF 943 CU.FT./ACRE DISTURBED. ...•//// PATTERNS WILLOPE VARY OFFENDING UPON SLOPE FORMS/22687 STABi1TY: STRUCTURE MUST WITHSTAND 1-1/2 FT. HEAD OF WATER AND SEDIMENT WITHOUT COLLAPSING OR UNDERCUTTING. LENGTH, SLOPE GRADE, SQL TYPE AND AVERAGE T+• SUPPORT POSTS: STEEL FENCE POSTS OR 2"x2" OR 2'x4' HARD WOOD POSTS, 3FT. MIN. LENGTH. -`.:•• ANNUAL RAINFALL. 3 FT. MAX SPACING, TOP FRAME SUPPORT RECOMMENDED. CROSS BRACING TOPS OF POSTS TO 7O0 OPPOSITE CORNERS GREATLY STRENGTHENS SUPPORT. r �- 2'x4' WOOD FRAME 100v Sol Erosion Control Summary OVERFLOW LEVEL SET pp The following to a list In sequence of construction activities to TO PREVENT BY-PASS control •oR erosion: 1.5 FT. MA - gt)RIFp FABRIC FLOW MAINTENANCE: 1. INSPECT THE FABRIC BARRIER AFTER STORM EVENTS, AND MAKE NEEDED REPAIRS IMMEDIATELY. m 1 FT. 2. REMOVE SEDIMENT FROM THE POOL ARTA 10 PKOVIDE STORAGE FOR IHE NEXT STORM. AVOID e C CC C D B A A B B r� 11111E / ]1 • • -• t IF • a • 1 1 • • ]•. 1 sal al • ••''�� r.-1 ♦ :• • 1 1]] •1 1 • •I i i i, ii\\/ :`i\\\/!/7j•�il`' /o r �\\\\\\\\\\Q. � �\O\``OT\i\\i\ �\,\`•r\\r\/\ \ �.. \ \\\ !•:y<F; 4T!F! c^.c:. Via\•:. �•. +'•'� ��l.r•r� %%1 H %%i•/: ^1, v.•.• �•d t•• , • `1 ;I • •./,.r. r... \.. r i :T.. , /, n /, :Y /� \���������Ct: \`\`\`\.-t (\'\ ". l'` �r JI 1 ./ . �r���1<f'•l.•,'. .,.• ,• • . ••, / :/r. ../i /i . .✓. h. i.i: i:.%//.:... /i/!///// . .. r/ ./�! '•„: . .:.'%; :... ... /. ../. :. •:..each /,�.. .,/././.. /,.ni.r,\/./ /,/\/,\/�//�J,.. ../,\/.../,\/,\f�/\:. .. :•!\.�.�� \\ .A•..\\:`'lQ"\"CYC•::�.'1.V•V::v\'�(;\�.\.\♦\\c\�\v-cc\,.pV\`\�'v \`q•.V v�•v V':,`vv.v vn.v .'-. %. rr vv vvv� � H //\, /d/\//fir/��/\//.%. \ . \ \ \ y\�ii/\/i \/i :;. .r_. /,::�1/J i\r\j, /, i / :' � i'/ Y '� i':'!'J/ : � /�!! %��:'�J\�\ � �!•;� /�� t/fir: .L/` !e!r /i./i� `'l%`%" :lt%` ?%:7,,:(%e%P' `"2!`t:T. w fir: • • iq • /j/ �/r�//\r/\ � dT%b7e::•Y%Ed �� %/ rf•� �/i�iy v.•, .r, I S+ 1 J Ulm? d%11[? % %�I re !%% i / FIE.•I: Z•2a� E •Ili 1 • • 1 p I FT51C i'.S1CI cZ2lCI t.S�? iISE•i • : \//�J/ ' -y r 4i%a• /;,' 1�%:/ Lei • 1 .1 /\ r�., • .. � I, w 0', 'TT � r • • ////� ////////h'_//////iii %i%///, AnnualTemporarybale .. , blanket,.,, '� -/ i •/.%/;..✓Tui. //�/.,_.•J/.'..///////%••"''�! • r , �, ! .... � � ., . /'%• • . ..////iii ///////_ / 9 _ - _ -. _. _ _- - - - - ii-iiiiiufY 41g7-r'q Denotes easIdIng & mulch areas 54' 2. 4" of topsoil (minimurri) shall be placed prior to Seeding rotc 130/cere or 3#AOOO S.F. permanent seedilng. Y . :J �:. -� r a•`'ih• •'•• t :•5TC•'.' •Tx7R i i 77F� �F77F ©�"iT'RL^, a 1 'i`7•Y7 / %ir .� Seedingcreeping 3. If grades am established between May 15 and August ��.qr. �.>Za � ,�/ .� :.. .rkTbFl:-� Tl[R n.•.1 ♦.1 rl ,: ♦.1- � %/ //. /I /♦ r// \ :V ''' �l//////////////////////////////////////////////LIS/ •////////////////%//%///////%///%//%//%//%//%//////%//I//O///%//!///i//iY/////////,%%��/�%/ G !!,.! �4i� •, 35X perennial rye 4OX Kentucky bluegrassC ;>��. • // 1�� %//ji%/iiiiiiiiiuuiiiiiuiiiiiiiiiiiiiiiiiiiiuisiiii�i..iiiiiiiuiiiiuiiiiiiiiiimuiiiiiiiiiiiuiiiiiii�iiiuiriiiiiiiuuiiiiriii���i/_ r/ / seeding owdsting of 40# of Annual Ryagran a tam ./. %•( ., ! Yl: ',r r/ ` ` is/.Y.% / /./ ccs: '/i/ /G� •c/P�f/ II/ / I/ -" .�/ ♦ _ - •�:/rJ.. / IJ. shall ral ted per core. Denotes seeding w/fiber blanket #S15O by North American Grew Seeding rate: HOIII/acre or 2.5#AOOO &F. 4. If grades are established between October 15 and Seeding mixture: 38X Kentucky 31 f some December 30, either Rye (grain) or Wheat may be used at the I9X perennial rye5i 44 seed maturing. 14X . rate of 2 bu*W*/Ac. Ali grain@ should be mowed prior to 19X annual rye Ilk4 orchard IOX 1 %« bluegrass; If temporary seeding Is established prior to pormapant 5. seeding, the mulch may be eliminated except In care area& A all Denotes permanent sWIng mulchjng� 6. If grading occurs during Dooembw, Jonuar)4 or Februcry6 Seeding rate., 50#/we use dormant seeding and It should be done within 7 days of Seeding mixtum IDOX perennial rye. 'i•IF !// / • i 1 • ^' -" i last land disturbing activity. 1 5•s'� _ Recommend erosion control blankets such as North American Grow SISO Recommended Erosion Control Measures 01 OR Fircelon Control Market* be installed as a temporary erosion control measure In the bottom of any swale with a concentrated �.j• ::�Y: • • ^.., , /.: N r,"\•/\•!�, !/i`r\"'r:.c r;z...r.. i./.2�./%/%900.0 surface water flow. Refer to erosion control practice number &17control practice number 3.54 as a temporary erosion control measure until blankets are installed. /. 00 V CL Straw Ode //e //' 41, >1 rI %�n • w Other drop may become necessary upon tne recommendation of the t if a specific need crim during construction. D2.0 T sler As per erosion control practice number 2. Remo 104 v. 1Vol of topsoll u"` `• • 1 �''i" t j�'i d•A • • • • 1%GIi*i ciTi�.'��" • 11 t:% tne and Utilization:ik inches (or more if required by the onglneer) from all 11 i.Topsoil should be stored at a location where it will not interfere with construction operations.41 O OD 1 O 00,00 LO M 0) ILO <t :3 oO Q0�,, t\ _ Q M 0 2 Jl ;.*,SIF'• : �� • 0111, - �({{tj . .: r :..... .! . ... • _ .. .. � ; _�! • +, %'i%i � ♦;� • •,yi//LL/L/i%%%%�%%�.Y%%%%!%%%i%ii%%%II%i%%i%%r/�%%� � /�i 1 / I � �'. r r �'ri%♦ /I�r://• �.,,tlF• 1 • • • �t . r��.� '�k7FT'1 �7ITFh Q �:dL�!k: J 0;00"00,;/.0 I � : ¢. 'i: r h .• / � ♦ /, • �'' // /�%%////////d//////////////////////////1%I%/%moi. � �i j i.. 1'i L.-J•�♦ ."."'-_. • _ � j ;�. I:�j:`' ;•'r'i` `y. / > .,: s•, ////// - /%//,/i ///////////..'/'//,•s;::• :viii. ry �4! 'W?, � �� �F ;S4 � • %• ',/,'i` �'/io 1�' 't41k. C',•., � ////fir//// i• ��/j�j/�//,•�. 1!!!!4� �'' i�' 'i - %i i' �� ;' • `y{ ••: `G/.,i �'ii`. `�ii'i / // •• YS``7C1'\ ///%/��i `� i%1 %j'r `' • • 1 : � .• .I �, +y =,,' �/ • • •/// �'4/'iii `''ri . I� •///// // r ////// /�' "r• i% %/ i • � • � . .. �!� ` � � '/<',�O'i �i"%rii ///// %///�%//// ' �♦i. ��//�% j/%//� r'• •',` r° F • I%' t1i4 1% p �i\ \: a .. ... .. .t� •..o�/i,` v//// d.//L///< �A G rti 1 %•ejt "1•`i' ���1 • ..., •..;. . � :. ., .: r - .. ,< ! ::. ,:. ., •, :::: :, :.< ,. + ,•i/� .t�� r.'/i ., rJ` `r!//!//If////,// -!ti' �'�// +'�/../ iP ''I .v:i/ LO:�"{ :r`��'I• , - 10 .. ' �� .. • • ''/%�.-l,j1{n C•.'1•1lC•=? ///jj�/�:/ifs,/ t � �1� SHEET NO. ' - ' !' 1a \ .. `�tl�if�" •I�■j , 1�.e(i1 �• .rill • • • y - . . . • • - • ♦ • . c... � \�\ill\%\%: %; %%\%�!�\%i %\� %\I %•7\%`%\7`%\%`%`% % `%\%\%\7\7\%`%` • . • • • • 1' - • • • - : • - - • • • - • Y • • • - • - • • • - • • 4� 4^1 Mol HIGH POINT ELEV = 899.80 HIGH POINT STA - 0+50.02 PVI STA - 0+50 PVI ELEV - 899.86 A.D. _ -1.20 K 33.37 INSTALL 3 OBJEC� MARKERS PER ICO. HIGHWAY SPE S 53 I S FM DETAIL _ f SEE SHT. a .,f_114TER9M0 - STA. 13+10.26 STA. 0+00.00 N. 101 100 i ' I 52 51 50 49 I� Mai _ - .T._..._... _=r_= "" --7- STA. 17+ 4740.62 48 FOR DETAIL SEE SHT. /8 1 9998 97 12 96 95 4 CURVE DATA CURVE DAJ4 0 = 10'33'46" A= 10'22'4 R = 300.00' R = 400.00' T = 27.73' T = 36.33' L = 55.31' - - L= 72.46' 114 I ' INTER ECTION STA. 0 92.46 STA. 0 00.00 W. F0 75 i CURVE DATA A = 14'30'41 R = 325.00' --- , T = 41.38' L = 82.31 LOW POINT ELEV = 898.69 LOW POINT STA = 2+55.54 PVI STA 2+55.46 PVA ELEV = 898.63 A.D. 1.19 K = 33.54 40.00' VC n t6 to SCALE: 1"= 50' HOR. ri m n ro 1"= 5' VERT. a 1n N m LOW POINT ELEV - 899.42 LOW POINT STA = 13+34.41 _ PVI STA = 13+36.26 PVI ELEV = 899.37 A.D. 1.10 L = 54.35' K - 36.30 INSTALL 3 OBJECT MARKERS PER CO. 40.00' VC S to cli N M PVI ELEV = 898.96 M A.D. - 3.77 J U� U00 w M m W + to so.00' vc "CALE' 1"_ 50' HOR. �- -m 1 "= 5' VERT. 0 z EXI NG GRADE Q M 03 R W GRADE IN poll + 1 4 'U{ malibalum 0 0 (STING GRA E N4 X895.07 15' R. (rn INV. -89 1.51 ZO w (7 U a z LAIC U 0 z chi Nl0 Ww OM 4,m [: ' «Oi rn00 - mm N .a (A 0 a,00 0. O PR P] ED RADE 24' C.P. 7� INV. 90 co cq �+ INV.- LOW POINT ELEV - 899.42 LOW POINT STA = 13+34.41 _ PVI STA = 13+36.26 PVI ELEV = 899.37 A.D. 1.10 L = 54.35' K - 36.30 INSTALL 3 OBJECT MARKERS PER CO. 40.00' VC S to cli N M PVI ELEV = 898.96 M A.D. - 3.77 J U� U00 w M m W 890 11 0 n o DATWI N" 886.00 M C P DETAIL SHT. 06 45 1&1. 7.66 1 50 1s 00 v"' '" CURVE DATA A _ 10'22'46" 7.68 _ R = 300.00' T = 27.25' . 3+26.13 43 HILL L = 54.35' CONSTITUTION INSTALL 3 OBJECT MARKERS PER CO. 40 I ' P INT TANGENCY S 19+Q0f9 , 21919+ .72 HIGHWAY SPEC'S PTT TANGE�NQYT S . 3+98.59 44 P 14T CURVATUR ST I . 3+26.13 43 HILL I 42 CONSTITUTION I II 'II 41 40 I ' P INT TANGENCY S 0+82.31 I I I I I I I i I I 39 \ STA. 0+ HIGH POINT ELEV = 900.78 HIGH POINT STA = 15+80.55 PVI STA = 15+80.53 PVI ELEV = 900.84 A.D. _ -1.20 K = 33.28 40.00' VC . M M m � ci 9 t i o ttoo rn � rn SCALE: 1"= 50' HOR. m m w w 1"= 5' VERT. LOW POINT ELEV = 898.91 LOW POINT STA = 19+12.19 PVI STA = 19+12.03 PVI ELEV = 898.85 A.D. 1.19 r M In 0 s w od z tom No a.w �o -' 193Jr8 - w 3� - 13rA7EOF SCALE: 1"= 50' N 0 Li u F W 4 V) 4 } z w >to �. V) M z a Q u - J r � A Ir DON Li r L Z o OD 0 ODZ W Z 100) � 01 (n c o z< z z Q W o K = 33.58 2+00 2+50 LOW POINT ELEV = 899.13 13+50 14+00 14+50 15+00 15+50 16+00 ' ` Z 40.00' VC HILL LOW POINT STA = 0+27.01 CONSTITUTION J n PVI STA = 0+45.86 M PVI ELEV = 898.96 M A.D. - 3.77 J 0 o K = 15.93 + to so.00' vc "CALE' 1"_ 50' HOR. �- -m 1 "= 5' VERT. 0 z ---------- 0+00 G+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 BUNKER HILL DRIVE CONSTITUTION DRIVE n M 0 0 mm III EXI NG GRADE Q M 03 R W GRADE + 'U{ (STING GRA E N4 X895.07 15' R. (rn INV. -89 1.51 ZO w (7 U a z LAIC U 0 z chi Nl0 Ww OM 4,m [: ' «Oi rn00 - mm N .a (A 0 a,00 0. O PR P] ED RADE 24' C.P. 7� INV. 90 co cq �+ INV.- 194.il + r 00 1a- •d N N to . to w to Uz v wF Quj Z ~ U0 CC0 r� or U cs rn z z_ z d z 0a. 0) 000 000n w N tpC4 O,ASm0UgN t] rCO to I'l r r� N .i oN r N r 4M 0 of M o • p 0 �$o Og 7a0 �o�� 6 � o � ] 6 6 � 4 >, ai 03 �. �to OD 01 (JOD � a � 5� 0� t �� p3, ..r ov�oGoJ� o ko 100) bo 00 00 ---------- 0+00 G+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 BUNKER HILL DRIVE CONSTITUTION DRIVE , w 1 w I z 0 U r 2 10 Ci t DAYVM ELEY 890.00 Ni i; G. A� 1.i O Lu z Q @O CL W U W Qv) W J � J V WfV 0 F U SHEET N0. 0+00 0+50 MONITOR 1+00 LAN APR 2 3 1996 9FF10E OFNAMILTON COUNT? SUAVEyOA 4 OF 13 slEE1s '108 NO -19584 A u) -; n M 0 0 mm III EXI NG GRADE Q R POSED GRADE + 'U{ O N4 X895.07 15' R. (rn INV. -89 1.51 ZO w (7 U a z LAIC U 0 z chi Nl0 Ww OM 4,m [: ' «Oi rn00 - mm N .a (A 0 a,00 A� 1.i O Lu z Q @O CL W U W Qv) W J � J V WfV 0 F U SHEET N0. 0+00 0+50 MONITOR 1+00 LAN APR 2 3 1996 9FF10E OFNAMILTON COUNT? SUAVEyOA 4 OF 13 slEE1s '108 NO -19584 A 'c } m 52 0 - 0 I _ 1 Ld \ DETAL �. _ 7 ' MVE SEE SHT. /6 FOR / INTE-�S 1TOiT \ TA. 13+1).26 I TERSE TION 102 101 100 I PTA990+0 .00 N. ��791 \ A. 10+28. 2 60 ( _ > m i I I W 3�`� \ .- \ \103I B 8TAYECF \ / CURVE DATA I ( ( ( I ' ;,�`;. A = 107'01'15" I\ - - - - - R = 150.00' S (!----..."_..-• SCALE: 1"= 50' L = 280.18' 61 104 11 113 114 I ' I 41 I ' w 62, POI T TANGEN Y 2 I I TERSECTION NT CURVA RE �, 111 ST D-+MQO- W S 8+ 9.8fr , STA. 2+401908 i I S 0+92.460 i -- - ---1 ---- ,,,,. � \ 105 � .-- •--- W �$ 109 --- �-{ 108 / o�i Z \ t ANE 40 \ 63 \ 107 /� z+� ,+ z� ,+oo 0+6 3so+so I W .a / q0.`•� FOR DETAIL \\ > 0000 + ' 2k SEE SHT. pS = \\ \ 106 -' F, INT TANGEN x ��� z Q T 7+658.96 '� = C1�fi�fE�DATA POIN CURVATURE �\ 39 \ Li Q J \ � = 17.42'23" STA. 1+48.27 R = 300.00' cD T = 46.73' 75 , 00 \ \ \ &0+10074°p s+w s` i L = 92.71' W r 7300 W I z 00 65 �72 z \ CUR90.52" / P01 T CURVA E ``' \ R = 150.00 1.07 71 1 \ T = 152.29' Z STA. 5+2rn \ L 66 37.89' ' `n 70 i J69 00 0 rn \ 67 68 / / 0 = Z HIGH POINT ELEV = 900.88 HIGH POINT STA = 10+30.21 PVI STA - 10+28.62 PVI ELEV = 900.93 A.D. _ -1.10 K = 36.27 40.00' VC 0 0 Go OO + + 0. U U UU LOW POINT ELEV - 899.76 LOW POINT STA = 8+22.07 PVI STA 8+21.96 PVI ELEV a 899.70 J A.D. = 1.20 40.00' VC K - 33.42 40.00' VC M C-4 4mN V O + W 00 � m P SCALE: 1"= 50' HOR. 1"= 5' VERT. HIGH POINT ELEV = 901.45 HIGH POINT STA = 5+21.04 7+50 7+00 6+50 6+00 5+50 5+00 4+50 PVI STA = 5+21.07 u) oOD PVI ELEV = 901.51 OD N A.D. _ -1.20 J K = 33.30 40.00' VC >> M � M w w m m LOW POINT ELEV = 898.80 LOW POINT STA = 0+62.39 PVI STA = 0+45.86 PVI ELEV = 898.66 A.D. = 2.67 K = 22.46 _ 60.00' VC W C] 13+00 12+50 12+00 11+50 co 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 U Z u) oOD GO m ui o� OD N W J >> 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+0D 1+50 1+00 0+50 CONSTITUTION DRIVE CORNWALLIS LANE P OPOSE GRAD -0.602 _........ _. __.._.. ..._ .._. __, _.. _ 0:307 _ 60$ -209 24 R.0 P. EYJ 3TING G IADEJ INV^N L30 f0c6 0 (y 00 m g 0 a m N W Z Z O Z U w C9 C7 H pp i0 Q ,•- if) rn � ��pp O „ Z Y Z" N WW F C6 Z 0 O 0 OZ ZO a a o a 0' m - m (L 0 m 200 r)� tl� LL7 p0 vim C, (AD ii,�' ,t)M M.} Mf` V' 00 QN r0 mI` 00 00 w I� COQ 00 mM '00 VN . O ,fin M� 00 .tM r . �� m . •-�.. W 00m hM N V.0 h M Nm I� Na m 'tl'� O r9 i} ,0 M c.�op KsM M . r,00 N �.,M O . �,�00 m ..M f` :, rim m .t �I.,M �.,m M �,M I : O ? 00 00 � . M 1� ' "I m to "?."1 M �. 00 N � M .- ^" 00 m '� M m c7 Qj O P 0 O O O o9 !n . 89 O a9 09 O 0o O O 08 O 0$ O 0$ O 08 �'� O om of O 0m o of O i7 Oo o Oo g 0i m9 61 rn$ 0i mg U, mg Oi mg 6i rno Oi m0 .: th [n mp ch �,g ��s �.o �ri no a: >o 0 0� r^o 0 '. o 4l "0 o f' ='o ci C7 C: o . 0 o Oi '�. rn ; rn z. of �.. ='0, ai ai "�' aO :ao .a, a 00, mm 09 am �0 mm a$ 0,0) 09 mm 0,m 0) O)m m� mw mm 0,� mW 0,m m0) Ornm mm ° m ma0 0, ,,$ rn mW mW ro� oam mm 0]� a0 ?"o xm oam a)m u>m m sm a)m 0 m ym inm xm a:m o 0) m (D m rn m sm m m 0, m m m u:m maO too a m 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+0D 1+50 1+00 0+50 CONSTITUTION DRIVE CORNWALLIS LANE 0/�/ z cr. I- O 3 900 o W 77 ?r,z Q ®0 _I H CL LLJ W F- QI) Sso mow// J LLQ. ` V) DATUM ELEV v , W B8S.00 T J LLI ,n :m oi Of m U SHEET N0. 0+00 I L APR 2 3 1996 5 UFFICE OF HAMILTON COUNTY SURVEY OF 13 vwm N0'19584 A / 56 / 57 55 54 53 58 -- --� \ / CONS�N"OV4 — DRIVE \ \ 5960 \ � 102 101 \ � 103 \ � I \61\ I I I \ C 104 �I I r 105 \ 63 107 \ \ \ \ 106 w IIr'i I I 52 51 50 49 LL CONSTITUTION 64 \\ _ 74 \ � 73 65 72 \\ -71/ \ \ 66 \\ 67 68 69 �T LO r t0 ccC d F�- s En i v to rn i CLa 70 47 48 75 ,\ ORNE 46 I 45 IT 44 L 43 LEGEND ® STOP SIGN 25 25 M.P.H. SIGN N 0 s w z ILLJ o U Z Q Q �- 1- Z �00. O Lv ~ z ?:z @o U F— W U U (.5 L J LL. Q V) LlrJ > W F a U APR 2 3 1996 SHEET N0. OFFICE OF HAMILTON COUNTY SURVEYOR ov 13 sHmrs 10B No -19584A Q LL Lo Z W0) > 00 r F � M SCALE: 1"= 50' Z rn z ILLJ o U Z Q Q �- 1- Z �00. O Lv ~ z ?:z @o U F— W U U (.5 L J LL. Q V) LlrJ > W F a U APR 2 3 1996 SHEET N0. OFFICE OF HAMILTON COUNTY SURVEYOR ov 13 sHmrs 10B No -19584A Q LL r rn V) W DD N r W Z of O 00 Z Ld T o Lo po Z � J ZQ � 0 00 v � d z z ILLJ o U Z Q Q �- 1- Z �00. O Lv ~ z ?:z @o U F— W U U (.5 L J LL. Q V) LlrJ > W F a U APR 2 3 1996 SHEET N0. OFFICE OF HAMILTON COUNTY SURVEYOR ov 13 sHmrs 10B No -19584A I I 53 HANDICAPPED RAMP ( X30• TO BE INSTALLED ® s.1 9 .48 B 9 —0.507% I( L 52 I� HANDICAPPED RAMP c1 / I TO BE INSTALLED 13+241. 1 28 12 ( FFb ✓a (A:7[99.68 HANDICAPPED RAMP - TO BE INSTALLED I 99 100 I 101 I � I 57 56 55 PMP 58/ las R / .*l - -.11iO�,elaq 59 I 752 280�e 9O•S � °° \ 9 \ �0 60 \ �' /° N h co J ) g rn \ W O Ca to 61\ \ 46 _ -- 47 48 r---•— ,.,,.� --- 7aa V _._.--• i � ._.--- ^` i �C�D RAMP TO BE ,NSiAL t t /� 1v 89 a COWS 17+ a62 —0.60% 5.62 992 1 75 O.t NANp� ,NSTA LED ,l COB 94 I I� I �I I r � r I ' �I r �I r 114 ( a99 r HANDICAPPED RAMP 30 TO BE INSTALLED s' 899 899.24 898.98 8 8.83 898.70 898.87 ® 9 898.37 898.54 3 m C4RNWALLIS LPI LANE -2.os% _Q. I 1+00 '+'0•f0% p1�73 6+ 39 OM50+43.35 0o se t>� as8.ao s s.87 as .0-eEB 1n M ® 89-8 98 37 898.55 HANDICAPPED RAMP _TO BE INSTALLED 75 r _--- — a a z R�� -0.60% 17+65.+2 17+40.8 17+,62.62..--''"'"��� 9 9 99. 1 TO i 70�-- °o _ to to 44 to ID o I' W 300 ' — °T 00A 0, I � l II IN m � N m LL 0M NVQ _ wc� 8TATECIF . SCALE: 1"= 20' to 0 0 ww w U �. 0 � a a z Lil >00 0) �F co M Z Q LL J 0 r I I m N w Z 0I O m Z Lel C9 'n Z � J V)`f V) Z 0 U pl CO v 0 z z � N m LL 0M NVQ _ wc� 8TATECIF . SCALE: 1"= 20' to 0 0 ww w U �. 0 � a a z Lil >00 0) �F M Z Q LL J r I I m N Lj Z 0I O m Z Lel C9 'n Z � J V)`f V) Z 0 U pl CO v 0 z z I� v Z o I 40 J WJ Waw I I. J IF—<— z a? U W ( 00 2 p Lv o z LL1 LLJOLLJ U 1 V) LI > Lv Q U SHEET N0. : APR 23 1996 6 OFFICE OF HAMILTON COUNTY SURVEYOR.[`�-10-1 15 Em 9584 905 Mo M-•1 ::I I 58 SCALE: 1"= 50' HOR. 1 "= 5' VERT. SCALE: 1"= 50' NOTES 193M STATE CF r°. FULL DEPTH GRANULAR BACKFILL SHALL BE INSTALLED ON ALL SEWER LATERAL STREET CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. CONTRACTOR SHALL EXTEND SEWER LATERALS AS SHOWN. IN NO CASE SHALL END OF LATERAL BE CLOSER THAN 5' TO BUILDING SETBACK LINE. ILE 0 M to a z L,J > w 00 0 0 O r M 0 N X 00 In z C4 Q a J r I 00 W 0 r W Z OI O c z Ld 1 �AI M Z 0 J V) Z O <i a) 'q-:3 OD ^ In pp� a a Z U U U d CU U gi EXISTING GRADE EXISTING GRADE FI -P• GRADE — — — -- — a _ wROPOSED r -PROPOSM GRADE FULL DEPTH :.: ,... :....,, •{^- GRANULAR BACKFILL FULL DEPTH is- RaP. A GRANULAR BACKFILLINv.-was Y 9u I FULL DEPTH INV. -893.83 �`"""`'�"'�....,,.►,.• GRANULAR BACKFILL .,r•• ,t.. 8* PIPE W. INV. -890.76 8" PIPE N. INV.=889.01 8" PIPE E. STUB 13 LF. 8" PIPE N.-'----�--- INV.-888.87 ® 0.45% CAP & SEAL END END INV.=889.55 EX. 8" PIPE 374 L.F. 8 " P.V.C. PIPE 0 1.53% " 89 L.F. 8 P.V.C. " 289 L.F. 8 P.V.C. PIPE 0 0.45% 162 L.F. 8" P, V. C. PIPE ®0.45% 390 L.F. 8" P.V.C. PIPE ®0.45% ::::7 IN *PIPE cp PIPE ® 0.45% co t[1 a 1• INV.888a ssd• '4 CONTRACTOR TO VEO E IPE i� r r • r n INVERT PRIOR TO = IN 8 CONSTRUCTION . .5 Z WOn Wg W n0 W00 W00 APR W �O J+i- J+ J++ ..� •� J+ + = try OCO O> Z 000 = O d• F ®FFICE OF t MILTO = = a aFH QF QF Q aFa'FQ- QI F- iN �N WXN2N am �mm r O to a z L,J > w U) M X z Q a J r I W 0 r W Z OI O c z Ld 1 �AI M Z 0 J V) Z O <i a) 'q-:3 OD ^ In pp� a a Z �mm r O to a z L,J > w U) M X z Q a J r I W 0 r W Z OI O c z Ld 1 M Z 0 J V) Z O <i a) 'q-:3 OD ^ In pp� a a Z Ld z J Q LLJ o Lj� U Z O Q � J CL 905 z DO 900 W i— f �tZ 895 Ww 0 QV! 890 i- _J 885 �T= N. z J w v. C( S. F D V)Q U 08 SHEET N0, 31996 (COUNTY SURVEYOR 7 ---.- " Of 13 Slits " No.19584 A R •fit R Me] F. Me \/57 C 58 — \ ANHOLE NO. 752 1+11 \ CONs11Tu7m — — \ 59 f / 22 \ WYE dt LAT. gTA. 3+27 \ / 103 `60 �P- 285 / \ L.F 6. \ STA�IAT \ 2t t 8 --- -- _ 15 L.F. Iy,T• / ...'-• — — — — — — — — \ 61 wp 2+zo\\ _- \\ � 104 i 4.� �,,, i �.-- ..._.- ._----- \ L \ �5 �•F� �,s. ,,., /�„ �•- 111 112 113 114 \\ G & y� 110 rro n<m ro 62 4r(F— A 5o / 109 ., }� �+ �.;, `` � 0 105 108 �N �y 107 \\ 63 'v p ,3 '" M N +75 No._751 STA. 7 \` 106 �gN �} / \ IS as / \ 6 4 `I 0+�3\ r N J+ J+ ' ^� -I J 75 :-°rn 74 ryo��*3� ,,,6 Y WILY MANHO NO. 749 73 65 Vis^ ` xN N o — r � 4 I r 72 71 \ 66 y r� 70 / 67 68 / \\�MANHOLE + SCALE: 1"= 50' HOR. 1 "= 5' VERT. I I IT - 1 f 41 14 40 wLu I I \\ EXISTING M LE TA�+00 \\ 39 \ b. U) �S W Y I M `,``tR,pppr�r�rrghfitto O a• NO w i((pp u9 O ` _ •IOI oN .. �Or�rn"uuurN�tt� rn N 0 W F W U a 0N - O � z LLI 00- w 00 Vr M Q J t\ co SCALE: 1"= 50' V) I 00 W r NOTES z o O 00 FULL DEPTH GRANULAR BACKFILL SHALL BE Z �I INSTALLED ON ALL SEWER LATERAL STREET O CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS. Z Lo n MIN. SLOPES PER THE TEN STATE STANDARDS rn Q) SHALL PREVAIL IN ALL CASES. 00 a N O ^ a CONTRACTOR SHALL EXTEND SEWER LATERALS U M Z AS SHOWN. IN NO' CASE SHALL END OF LATERAL BE CLOSER THAN 5' TO BUILDING SETBACK LINE. O O O O m O N .- 0) N tU p.- 0) Zo) o0) it II o 11 II F 11 II U U U CJ pI XU o �-PROPOSED GRADE EXISTING GRADE zY A ler Imp. FULL DEPTH GRANULAR o- BACKFILL I Pett t9 i •��F .t I 1l ta♦ h . t1. ti FULL DEPTH GRANULAR BACKFILL MI J EX. 8" PIPE 336 L.F. 8" P.V.C. PIPE 0 0.45% 165 L.F. 8" P.V.C. PIPE 0 0.45% 377 L.F. 8" P.V.C. PIPE ® 0.457. 223 L.F. 8" P.V.C. PIPE 0 2.85% INV.=884.67 EX 8 PIPE 04 O O INV.=884.66 n r n r INVERTAPROR�TTOOVERIFY EX. 8" PIPE CONSTRUCTION 0 INV:=884.59 z z Z z Q . W+ W r`O W O W M M O r ON S� = =(+ 0 ZO z Q z Q z q z Q V) �( �( �( �� w N LIJ z J a Li.%� Z O Q _ 905 It J CL a - z 900Z 0O Q V) .j Lli B95 Z QLi @ O S' LL U 890 Q V �- .J_I 585 Lr. > W. N. LLl S. Z = 1 j 380 Q ~ V) Q U SHEET NO. APR 2 3 1996 8 OFFICE OF HAMILTON COUNTY SURVEYOR oF 13 SHEL. "NO -19584 A 905 me 895 i SCALE: 1"= 50' HOR. 1 "= 5' VERT. INi el - to No. 19358 _ 8TA7EOF '�1'GIA1Y' .SCALE: 1"= 50' C ol HAMILTON CO. SURVEYORS OFFICE Q\��pIA�V I BE) �GZ� x -t -- MAPPR AY MAY 2 3 SURVE'I0 BY• DATE dhere drainage plans comply with Hamilton County } � an a z w > a>o Q V O -i M Z Q U- J 0i 00 r` 00 00 I 00 00 06 W w I CO C\1 w o z 0 c Zr W 1111111 C9 ' n M Z H 0) II J U) Z Q `t r v ZI 0 z ? W II W II II II p el - to No. 19358 _ 8TA7EOF '�1'GIA1Y' .SCALE: 1"= 50' C ol HAMILTON CO. SURVEYORS OFFICE Q\��pIA�V I BE) �GZ� x -t -- MAPPR AY MAY 2 3 SURVE'I0 BY• DATE dhere drainage plans comply with Hamilton County } � an a z w > a>o Q V O -i M Z Q U- J 0i 00 r` 00 00 I 00 00 06 W w I CO C\1 w o z 0 c Zr W C9 ' n M Z H 0) II J U) Z Q `t r v ZI 0 z ? Approve wZ ce Regulated Drain Design Standards only and does.noimply W Q Drainage Board acceptannor secondary plot approval.W o z od OO 905 z � L.LJ J 3Z 900 CL � @O VW 895 W <( U) 890 O Li CK Q U SHEET N0. APR 2 3 1996 9 of 13 suers OFFICE OF HAMILTON COUNTY SURVEYOR ps "0.19584 A J U z U- Q O -i z od OO 905 z � L.LJ J 3Z 900 CL � @O VW 895 W <( U) 890 O Li CK Q U SHEET N0. APR 2 3 1996 9 of 13 suers OFFICE OF HAMILTON COUNTY SURVEYOR ps "0.19584 A M 0i 00 00 00 00 00 06 W 0 0) 00 II II W II W II II II p �I. o EXISTING GRADE U — — w • —'-- -- PROPOSED GRADE _ _ EXISTING. GRADE T1 ..,...;•. :': •;• •' - — — ._.. _.11 FULL DEPTH GRANULAR BACKFILL 1 ;• _. ._ PROPOSED GRADE rZ FULL DEPTH GRANULAR BACKFILL:':'::^ 7.33 7.37 96.75 196.75 96.35 28 ., ,. 5 12" R.C.P. S. INV. -896,75 95.38 95.38 I 94.81 94.1 15" N V R.C.P. N. 31 " L.F. 24 R.C.P. 27" R.C.P. N. 94.18 94.18 93.83 18 R.C.P. INV. -896.75 E. ® 0.30% INY.=895:38 12" R.C.P. E. 33 R... INV—_g_g�3g3 INV.=894.18 15" R.C.P. S. 206 L.F. 15" R.C.P. ® 0.30% 132 L.F. 18" R.C.P. ® 0.30% ~ H 294 L.F. 24" R.C.P. ® 0.30% 189 L.F. 30" R.C.P. ® 0.30% 211 L.F. 30" R.C.P. ® 0.30% 116 L.F. " INV.=894.83 33 R.C.P. ®0.30% 193 L.F. 12 R.C.P. ®0.30% om J N� co 0 I ; Z u~, Z „� Z a0 W "t taW ta1 F— U M J r W U W r Z .�– D 0 - 0 2 0) J 03 rn0 Lj �o Z rnXtn rn rnU rnU rno rnQ rnma 0z Q m m Q Q �\ - ¢ OZ Q N Qui N )- (/)10 N O . N >- N )- V) U 3: N� (n U W !n >- z od OO 905 z � L.LJ J 3Z 900 CL � @O VW 895 W <( U) 890 O Li CK Q U SHEET N0. APR 2 3 1996 9 of 13 suers OFFICE OF HAMILTON COUNTY SURVEYOR ps "0.19584 A A 0_0 I 90: 8 9 f :•o 54 AVE 102 106 r SCALE: 1"= 50' HOR. 1 "= 5' VERT. r M Z O th 5 W W a• gyp,, m o to o0 87'AiE OF ? Mill SCALE: 1"= 50' .1. O qON C+ HAMILTON CO. SURVEYORS OFFICEOA A 9 a N tH x -c S� 0 BY: ' DATE: MAY 2 3 1999 a RVE`1 z a Approved where drainage pions comply with Hamilton County W W 0 Regulated .Drain Design Standards only and does not imply z Drainage Board acceptance nor secondary plat approval o� x CL Cq a LO z W > � ao 0 � r M 4 Z Q r Q Li J r Op 0 rn a7 to W CO n W o Z o m Z W C 7 `n M Z Z J 0 N Z O 0) co z qON C+ HAMILTON CO. SURVEYORS OFFICEOA A 9 a N tH x -c S� 0 BY: ' DATE: MAY 2 3 1999 a RVE`1 z a Approved where drainage pions comply with Hamilton County W W 0 Regulated .Drain Design Standards only and does not imply z Drainage Board acceptance nor secondary plat approval o� x CL CL Z oV 00 905. Z ) _3 L.1.. 900 @ O W W "i /,W//� W Qv 895 J 890 W LdJ V) F. :2 0_ Q U SHEET N0. FILED 10 APR 2 3 1996 OF 13 s)a>:rs OFFICE OF HAMILTON COUNTY SURVEYOR .as No' 19584 A M 0 04 p 4 - h r O q Op 0 Z 00 11 ri 0 03 00 00 W 00 000 W 0a 00 W i 00 H O II a) II M > 000 II II II U II I 11 II ZW V) R II 0 11 f- F- %F- D: Q' h )" H J !- F- = W - F- O F: D_' EXISTING GRADE C4 ZI m C4 PROPOSED GRADE v a ::: • ...'� r« -v ci _ FULL DEPTH GRANULAR BACKFILL :,: ', ;^ : :`< ;.:.•..... ' "' :` •: ;- `, .w ;>.::_ _ _ FULL DEPTH w .._ ..._ _a ..__ _ . _ ._ ._ FULL DEPTH _. •::` ); i4~ i- FULL DEPTH :. '•, f :._: .. GRANULAR _. _......._ GRANULAR 96.40 96.62 "..':''. GRANULAR -r +.; BACKFILL BACKFILL 95.88 9 98.03 98.72 ::. BACKFILL �. y •" --_ . 9 94 24" R.C.P. W. GRAN L./1R BACKFILL R.C.P. S. 93.83 94.17 4 ,26 30 L.F. " IN=895.38 " 30 R.C.P. E. 56 L.F. 24 R.C.P. " 31 L.F. 24 R.C.P. NV 30 894.18 R,C.P 30 L F. 93.30 33" R.C.P. N. 93.30 STUB 32 L.F. INV.=895.38 ®0.30% ® 0.30% INV 894.18 12 R.C.P. INV.�893.83 38" R.C.P. S. INV.=893.30 27" R.C.P. S.E. 30 R.C.P. 30 L.F. 0 0.30% 43 LF. ®o.3ox ® 0.30% 160 L.F. " 27 R.C.P. 0 0.30% F W 93 L.F. 18" R.C.P. 72 L.F. 15" R.C.P. 12" R.C.P. 15 R.C.P. 176 L.F. 33" R.C.P. 0 0.30% 291 L.F. 36" R.C.P. CSA 0.30% 140 L.F. 27" R.C.P. 0 0.30% m w w w O w w w w I -W W � hW W -j i),) sI• J u) 0.' co -•� r 0= 00 -j a) J .- J N J O --I O J 00 W J J O �a J O r, J O Z O O O Z O O O Z O Z O Z.x O Z O Z a) Z 0 J 09 Z 0 Z 2 a) Z x a) Z a) a) U a) a) U a) 0) 0) Z a) a) 00 00 O x Z F W OD W p m �m o �¢ o ��\� ma m �� m �� m �¢ p ¢ mQ. mQ. �¢ �m� fY¢ xDi �\ �¢ Nr o rnc> (n0 N>_ Lnr Wv3 Nc> In0 NQ N2 W>_ WU3(nU3 v)> CL Z oV 00 905. Z ) _3 L.1.. 900 @ O W W "i /,W//� W Qv 895 J 890 W LdJ V) F. :2 0_ Q U SHEET N0. FILED 10 APR 2 3 1996 OF 13 s)a>:rs OFFICE OF HAMILTON COUNTY SURVEYOR .as No' 19584 A SANITARY SEWER SPECIFICATIONS I. Standard specifications of the Clay Waste District and Indiana Deparbnent of Highways shall apply for all work and materials. Pipe shall be installed in accordance with Section 715. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D-3034 (S.D.R. 35) and AS'I'M 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sewer fillings shall conform to the requirements of ASTM D-3034-89 specifications. Fittings in sizes through 8" shall be molded in one piece with elastonteric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fillings shall be SUR 26 as defined in section 7.4.1 of the specifications. Gaskets for elastomeric joints shall be molded with a minimum cross-sectional area of 0.20 square inches and conform to ASTM F-477 specification. Fittings shall be manufactured by Harco or equal 4. All sanitary manholes shall be "precast concrete" manholes in accordance with ASTM C478 and Section 720, 0 -Rings shall conform to C-443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16 -inches. 5. Butyl rubber coating shall be applied around each manhole joint from 6 -inches above to 6 -inches below each joint. The appropriate printer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug matetial. 6. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineer's representative, should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12 -inches. 7. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of pave roadways shalt be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in-place. 8. The Contractor shall be responsible for verifying that all state highways, city and county permits have been obtained by the developer prior to start of construction. 9. 'The Contractor shall be required to furnish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such "as -built' prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above said termination point. 10. All sanitary sewer lines upon completion will be required to pass an infiltration weir test and a low pressure air test, unless otherwise directed by the Engineer. Said test shall be conducted according to NCPI Standard Method, and shall be witnessed by an Engineer and representative of the Clay Waste District. It. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in-place al least 30 days. No pipe shall exceed a vertical deflection of 5 percent deflection test results. (*The following are considered non -flexible pipes: concrete pipe, ductile iron pipe and cast iron pipe.) The deflection test shall be performed with a nine point mandrel. Proving rings shall be available. 12. All mandrel testing shall be observed by a Professional Engineer for certification and a representative of lite Clay Waste District. 13. The ends of laterals are to be plugged light with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage, 14. Bedding for flexible pipe shall be No. 8 crushed stone from 6 -inches below the pipe (o 12 -inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone front 6 - inches below lite pipe to (he spring line of the pipe and front (his point to 12 -inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6 -inches of No. 8 crushed stone bedding. 15. Water and sewer line crossings and separations shall be in accordance with Ten States' Standards. 16. 'french shall be opened sufficiently ahead of pipe laying to reveal obstructions, and shall be properly protected and/or barricaded when left unattended. 17. No Water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet. Any pipe entering existing sewers shall be plugged with mechanical screw type, braced plugged until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 18. All sewer laterals installed by me mainline Contractor shall be bedded the same as the stain line sewer. 19. Forty-eight(48) hours notice shall be given to the Clay Regional Waste District prior to the start of sewer construction. Also, 48 -hours notice shall be given prior to any (eating done on the sewer. 20. Manhole castings shall be stamped "SANITARY SEWER" (Neenah Casting R 1642 or equal) and be self-sealing type. Waterproof castings shall he Neenah R -1916-F1 and stamped "Sanitary Sewer". 21. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: of Pi ue Minimum Constructed Sloue 8 -inch 0.40% 10 -inch 0.28% 12 inch 0.22% 15 inch 0.15% I8 -inch 0.12% 22. The Contractor shall provide measurements of the slope of (he sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered f.and Surveyor or Engineer and be available on-site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 23. In (he event the Contractor does not meet the mininmun slopes, (he sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. A MAGNETIC TAPE LOCATOR SHALL BE PLACED 6" OVER ALL MAINS & LATERALS MARKER 1% MIN. SLOPE NOTE: RISER PIPE WHERE REQUIRED SHALL BE LAID AT 45* SLOPE `� MAIN SEWER NOT -TO -SCALE II�� I•. „. PERSPECTIVE EARTH CUT AWAY BOTTOM . �7 NOTEDTRENCH TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES IS 18- OR LESS, OR WERE ON THE DRAWINGS. CONCRETE CRADLE • • 0.1. MANHOLE FRAME &COVER SET ON KENT SEAL OR EQUAL /- FINISH GRADE MANHOLE SECTION JOINTS SHALL HAVE "0" RING GASKETS -� a 0 0 TOP OF BENCH WALL SHALL BE AT MIN. ELEV. TO THE GROWN OF THE PIPE. (AS SHOWN)-� CAST ALUM, OR FIBEI MANHOLE STEPS SET 16" O.C. STAGGERED. .5D D/4 NOTE: ALL BEDDING & INTAIL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS DX2 (MAX) TRENCH WIDTH 6" PIPE. � SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE UNDISTURBED EARTH SANITARY MANHOLE CASTING NEENAH R-1642 (OR EQUAL) SELF SEALING WITH CONCEALED PICK HOLES NOT -TO -SCALE USE KENT SEAL OR EQUAL BETWEEN RISER RINGS (TYP.) ADJUST TO GRADE W// FILLER RINGS AS REQUIRED (MAX. i2") `TAR COAT EXTERIOR PRECAST REINFORCED CONC. MANHOLE CONE MEETING ASTM STANDARD C-478 4'-0" DIA. PRECAST REINFORCED MANHOLE SECTIONS MEETING 6 A.S.T.M. STANDARD C-478 PIPE TO MANHOLE GASKET MEETING ASTM STND. C-443 • SHALL BE CAST INTO MANHOLE SECTION AT TIME OF MANUFACTURING GASKET SHALL BE DESIGNED TO WITHSTAND UP TO 30 PSI OF WATER PRESSURE. � o 1 :.....:,..• + . • : •.: qac 6"-8" SSB STONE 8" MIN. SUPPORT EVERY 2'-0" MIN. CONC. ENCASEMENT `•.:,'. `' CONCRETE BENCH WALL (CLASS "B") BASE SHALL BE POURED IN PLACE OR PRECAST BOTH SHALL HAVE #4 BARS AT 120'O.C. EACH WAY a. PRECAST REINFORCED CONC. MANHOLE W/DROP PIPE FOR SANITARY SEWER MANHOLE FRAME & GRATE ON KENT SEAL OR EQUAL. GRADE TRANSITION a z - SECTION P.V.C. F -D SUPPORT EVERY 2'-0" MIN. CONC. ENCASEMENT `•.:,'. `' CONCRETE BENCH WALL (CLASS "B") BASE SHALL BE POURED IN PLACE OR PRECAST BOTH SHALL HAVE #4 BARS AT 120'O.C. EACH WAY a. PRECAST REINFORCED CONC. MANHOLE W/DROP PIPE FOR SANITARY SEWER MANHOLE FRAME & GRATE ON KENT SEAL OR EQUAL. GRADE KENT SEAL OR EQUAL TEEN RISER RINGS (TYP.) IUST TO GRADE w/ FILLER RINGS REQUIRED (4" MIN./12" MAX.) PRECAST REINFORCED CONCRETE MANHOLE CONE MEETING A.S.T.M. STANDARD C-478. MANHOLE SECTION JOINTS SHALL CONFIRM TO A.S.T.M. C-443 w/ O -RINGS GASKET BETWEEN SECTION, PLUS 1/2" EXTRUDABLE \\ GASKET (KENT SEAL OR EQUAL) BEAK OUT TOP HALF OF PIPE AFTER -ACING CONCRETE BENCH WALL. TOP OF BENCHWALL SHALL BE AT MIN., ELEV. EQUAL TO TE CROWN OF THE PIPE. ONCRETE BENCH WALL (CLASS B) BASE SHALL BE POURED IN PLACE OR PRECAST BOTH SHALL HAVE #4 BARS AT 12" O.C. EACH WAY MLL to GRANULAR LEVELING MATERIAL (#2 STONE) REQUIRED W/PRECAST BASE 6" MIN. PRECAST REINFORCED CONCRETE MANHOLE FOR SANITARY SEWER NOT -TO -SCALE Illli'll 9 Y a 0 F8o o� L ICZ ,P,UIUu(gplli Ld I w i• U BEDDING DETAIL NOT -TO -SCALE RIGID PIPE BEDDING DETAIL (CONCRETE PIPE) NOT -TO -SCALE 0 .'LLJ a z - > 0 or 4'-0" DIA. PRECAST V) REINFORCED MANHOLE Hto = Z SECTIONS MEETING A.S. T.M. Q STANDARD C-478. a r` a PIPE TO MANHOLE GASKET o V) it WN I c0 MEETING A.S.T.M. STND. C-443 W o Z SHALL BE CAST INTO MANHOLE OctZ SECTION AT THE TIME OF '- o L0 MANUFACTORING, GASKET SHALL Z - h BE DESIGNED TO WITHSTAND UP J rn TO 30" OF WATER PRESSURE. OD .- o °dz a z V4. .. KENT SEAL OR EQUAL TEEN RISER RINGS (TYP.) IUST TO GRADE w/ FILLER RINGS REQUIRED (4" MIN./12" MAX.) PRECAST REINFORCED CONCRETE MANHOLE CONE MEETING A.S.T.M. STANDARD C-478. MANHOLE SECTION JOINTS SHALL CONFIRM TO A.S.T.M. C-443 w/ O -RINGS GASKET BETWEEN SECTION, PLUS 1/2" EXTRUDABLE \\ GASKET (KENT SEAL OR EQUAL) BEAK OUT TOP HALF OF PIPE AFTER -ACING CONCRETE BENCH WALL. TOP OF BENCHWALL SHALL BE AT MIN., ELEV. EQUAL TO TE CROWN OF THE PIPE. ONCRETE BENCH WALL (CLASS B) BASE SHALL BE POURED IN PLACE OR PRECAST BOTH SHALL HAVE #4 BARS AT 12" O.C. EACH WAY MLL to GRANULAR LEVELING MATERIAL (#2 STONE) REQUIRED W/PRECAST BASE 6" MIN. PRECAST REINFORCED CONCRETE MANHOLE FOR SANITARY SEWER NOT -TO -SCALE Illli'll 9 Y a 0 F8o o� L ICZ ,P,UIUu(gplli Ld I w i• U BEDDING DETAIL NOT -TO -SCALE RIGID PIPE BEDDING DETAIL (CONCRETE PIPE) NOT -TO -SCALE 0 .'LLJ a z - > 0) 0 0 V) M Z Q J r` I co V) it WN I c0 W o Z o OctZ LJ '- o L0 Z - h LO J rn V) Zr- O U OD .- o °dz a z Z _Q UJI i U Z Q F J Q I- Z LiJ 0 0 �N Z Ulz 0 U �U W Ld UM V)J Z _J 0> U LiJ S J LdQ ^SHEET NO. APR 2 3 1996 OFFICE OF HAMILTON COUNTY SURMYGajjj OF 13 SHEET. .p• Nal 9584A 0 STORM SEWER CONSTRUCTION. 1. Material Specifications: a. Reinforced Concrete Pipe (RCP) shall conform to ASTM C76-70, Class Ill latest revision, with joints conforming to ASTM C-443 latest revision. b. Corrugated Metal Pipe (CMP) shall be standard helical pipe with a minimum thickness of 0.05 inches. CMP shall only be used to extend existing CMP to the nearest proposed structure. C. All manholes and inlets shall be precast concrete conforming to ASTM C-478 latest revision. d. Castings shall conform to ASTM -48 latest revision. 2. Subsurface drains shall be 6 -inches in diameter located directly below the pavement/curb joint and shall nm continuously at a minimum 0.20% slope along both sides of the street and shall be connected only into storm sewer structures. 3. There shall be a subsurface drain connection provided for each lot. GENERAL Norro 1. it shall be the responsibility of the contractors to determine the location of existing underground utilities 24 hours prior to any construction or excavating and maintain operating conditions of active utilities. The engineer shall not be responsible for any damage caused by an erroneous location shown or by the omission of a utility location on these plans. The developer shall be responsible for all approvals, permits h easements. 2. Construction of private driveways is not included in this project. 3. The contractor shall, at the direction of (lie developer, endeavor to save and protect all trees of value and worth which do not impair construction of improvements as designed. in the event cut or fill exceeds 0.5 foot over the root area, the developer shall be consulted with respect to protective measures to be taken, if any, to preserve such trees. 4. Remove topsoil to a depth determined by the soils report from all street rights-of- way and building pad areas. Topsoil shall be stored at a location designatedby the engineer. 5. The casting elevations are set by plan. However, the castings are to be adjtwed in the field by the engineer's representative, should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12 -inches. 6. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within S -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed R minimum of 6 months after backfill has been in-place. 7. The Contractor shall be responsible for verifying that all state highways, city and county permits have been obtained by the developer prior to start of construction. 8. The Contractor shall be required (o furnish the developer's Engineer with a set of prints, marked in red pencil, showing acarol sewer location and invert, to include lateral location, depth and length. such 'as -built' prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above said termination point. 9. All sanitary sewer lines upon completion will be required to pass an infiltration weir test and a low pressure air test, unless otherwise directed by the engineer. said test shall be conducted according to NCPI S(nndard Method, and shall be witnessed by an engineer and a representative of the Clay Waste district. 10. i)eflection tests shall be performed on all flexible' pipe after the final backfill has been in-place At least 30 days. No pipe shall exceed it vertical deflection of 5 percent deflection test results. (• The following are considered no -flexible pipes: concrete pipe, ductile iron pipe and cast iron pipe.) The deflection lest shell he performed with a nine -point mandrel. Proving rings shall be available. 11. ? All mandrel testing shall be observed by a Professional Engineer for certification and a representative of the Clay Waste District. 12. The ends of laterals are to be plugged light with a braced plastic disc or cap capable of withs(anding a low pressure air test without leakage. 13. Bedding for flexible pipe shall be No. 8 atone from 6 -inches below the pile to 12 -inches above the pipe. Bedding for rigid pipe shall be No. 8 alone from 6 - inches below the pipe 10 the spring dine of (he pipe and from this point to 12 - inches above on no less than 6 -inches of stone bedding. 14. Water and sewer line crossings and separations shall he in accordance With Ten Slates' Standards. y� FENCE POST SHOULD J ` BE BURIED 1. 611OW _TI' GROUND SURFACE. COMPLETELY SEAL CASTING HEARING SURFACE WITH 311 MIXTURE OF SAND AND PORTLAND CEMENT. MATCH CASTING OPENING F'� g• g• LO r— •• 8' PRECAST .: CONCRETE 1/2' MORTAR .:. • .:. .. .' 'y ' :i VARIES ��'•' . , :. SLOPE 2' TO = ': .• CENTER I •' ,� 8. W ..:v } TOP VIEW 8" 8" MATCH CASTING OPENING SIDE VIEW Heavy Duty Total Weight 400 Poundf NOTE: ALL STRUCTURES GREATER THAN THREE FEET IN DEPTH MUST BE ACCESSIBLE AND HAVE STEPS. THE FIRST STEP FROM TOP OF CASTING TO BE THEN 24" MAX., THEN 16" ON -CENTER. SILT FENCE MATERIAL. LSILT FENCE MATERIAL SHOULD BE BURIED 6• BELOW GROUND SURFACE, SILT FENCE DETAIL 00 SCALE) 2'-0" If C.� 0 I � I 1 5'-0" Q. �Q IQ oI Owl 00 pl . HANDLA D 0 2r .e--- 3'-0" I RIP—RAP DETAIL NOT-TO-SCME Not recommended for bicycle traffic. For safety standards see pages 88 to 93. R -3501-N NEENAH CURB INLET FRAME GRATE FOR SAG LOCATION V DOUBLE ROLL CURB NET SIRUCi XML DETAL Nor-,a-scuE 0 HAMILTON CO. SURVEYORS OFF19L IL in V 4J PAAY 2 BY: DATE: where drainage plans comply with Hamilton County Drain Design Standards only and does not imply Board . , r- sacOndQrY.p(ot opprovaL REBAR ALL PIPES WITH END SECTIONS SHALL HAVE ANIMAL/CHILD GUARD INSTALLED 12" & 15" DIA. PIPES SHALL REQUIRE ONE (1) REBAR. PIPES LARGER THAN 15" DIA. SHALL REQUIRE ADDITIONAL REBARS. WIDTH OF OPENING BETWEEN BARS SHALL NOT EXCEED W. ANIMAL/CHILD GUARD DETAIL NOT -TO -SCALE C.I. MANHOLE FRAME & COVER SET ON KENT SEAL OR EQUAL /-- FINISH GRADE ■M NOTE: ALL STRUCTURES GREATER THAN THREE FEET IN DEPTH USE KENT SEAL OR EQUAL MUST BE ACCESSIBLE AND BETWEEN RISER RINGS (TYP.) HAVE STEPS, THE FIRST STEP FROM TOP OF CASTING TO BE ADJUST TO GRADE W/ FILLER THEN 24" MAX., THEN 16" RINGS AS REQUIRED (MAX. 12") ON -CENTER. PRECAST REINFORCED CONC. MANHOLE CONE MEETING ASTM STANDARD C-478 \ MANHOLE SECTION JOINTS SHALL HAVE "0" RING GASKETS rl m Y a CAST ALUM. OR FIBERGLASS JUIf If I I I I I I0 MANHOLE STEPS SET AT 36" 5'-0" 0 16" O.C. STAGGERED. 42 j- [ Wo 48tt ,`01) Z 54" C-6" D ALL UFT HOLES ARE TO BE GROUTED SHUT. CONCRETE BENCH WALL C (CLASS "B") O BASE SHALL BE PRECAST BOTH SHALL HAVE #4 BARS AT 12 O.C. EACH WAY W 0.30' w Zv GRANULAR LEVELING MATERIAL .i REQUIRED FOR PRECAST BASE(� PRECAST REINFORCED CONC. MANHOLE FOR STORM SEWER NOT -TO -SCALE HW," 1. MACHINED OR NON -ROCKING BEARING SURFACES. f� f r R -17;2-c1 1 a-m2-cuff24 1/z ass L>' ;MACHINED SURFACE STORM MANHOLE DETAIL R -1772—C NOT -TO -SCALE 3 3 1 f a ' . r r r r ENDS OF BUdtl(EIS TO 8E y r r TURNED DOW AND But r r r WL a Tom ' SWALE CHANNEL TO BE UNED N1TH AN 5150 EROSION OWIROL BLANKET BY NORTH AMERICAN GREEN OR APPROVED EQUAL TYPICAL SWALE DETAIL NO SOME O LLI in 0 z Q V) W ILLI z W z J V) z O 0 LO z DO M v X Q Li rn c0 ( tx1 N r 1 0 0 00 1 M 00 00 r z a M z z LLQ o U z _J J l0- Q F-- Z w 0 0 F -N W O 3:O U �U 7 wW (-D NOTE: ALL STRUCTURES GREATER THAN THREE FEET IN DEPTH MUST BE ACCESSIBLE AND 33" O' HAVE STEPS. THE FIRST STEP Q FROM TOP OF CASTING TO BE U THEN 24" MAX., THEN 16 - ON -CENTER. SHEET NO. DITCH GRATE CASTING SETTING DETAIL 2 NEENAH R-4342 STOOL TYPE DITCH GRATE APR 2 3 1996 NOT -TO -SCALE O 13 stimrs OFFICE OF HAMILTON COUNTY a'�°i01t119584A 4 STOP Sign (RI -1) YIELD Sign (RI -2) YIELD is RI -IRI -2 30• x 30' 30• x 30" x 30' SPECO tIL(II Slgne E� SPEED RI-4LIMIT 18' x 6• 24• x 30* 25 R1-3 12' x 6' NOTES: 1.) Signs shot be snr/e loced with Engineering Gude ,e0ectaiud sheeting on DOW thick dumhum sheet motNW Per WOOT Standord SPKIIKaliows 912.10, 1) Posts shall be II• -0• Iea9, 3lb/N green Panted a Ilsl n'ad rh`wm4 sign Post PTI WOOT Slondord Specilicolbn 909.14. 3.) AN sips sites. shapes, coos ad material shat mal the Idiom Momal o, t NW. Rollic Canho Oakes. TYPICAL SUBDIVISION REGULATORY SIGNS NO SCREE HAMILTON COUNTY HIGHWAY DEPARTMENT WALL G or T WT. SEC REWSED: -- 4-f-93 RECOMENDED: _ IIA art STANDARD PLAN S-1 APPROVED: Y-rG9-;' Nuala mAUT pomata an essscasiy (SEE BELOW) MIN, 6'.24'4.100 Al WIN DOUBLE FACED ME00fd2E0 ENCREI CKCINxA1e0 PER STAND SEC. 912.10 AND C :CTORIHO ENONEER 0 3 LOS/11. GREEN PANTEC CHANNEL SIGN POST PER ! SEC. 909.N( o DRIVEN OR SET R ADAPTER ASSEMBLY COMPACIEO BACKNLI NOTES I.) Priwte Sheets shol be so ndNoted on the fell bond it, of the sign with dud line 1 1/2' Mack teflas on Mow reAeclahed bmkgaond preceding the street nave. 2.) One sign wsembty shoo be located at each nt.ecl'wn an the nolheosl conn when Possdfe. 3.) Step signs RANI not be nsteam on the drat cane spn posts. SUBDIVISION STREET NAME SIGNS NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT WALL G or T WT. SEC RFASFO RECOMENDED.•--''fit 93 STANDARD PLAN RECOMENDED:ra rt_S g3 —a— APPROVED 'y``-9.9 msala mora ax 4.5" o• d,..; a, 0 . 0 0.0SUBGRADE '40°°° °0004000. o o 0 0 o p0 0O DEPTH VARIES Op 0, °0' °0 0 0 0 0 0 0 0 OD 0 000 - 00 0 0 0 000 000* 00 0000 0*00 0 00 000040 O 0 O 0 0 0 0 0 0 00 0 00 0 0 0 0000 00 000000 0 0 00 O0 0 0 0 NOTES, EXPANSION JOINTS ARE REQUFED AT STORM INLEM CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS SPACING SHALL BE W ON CURVE RADA. - CONTRACTION JOINTS SHALL BE TDOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2' MIN. VALLEY GUTTER DETAIL NOT -IO -SCARE RECOMENDED:--¢-s=93 HAMILION COUNTY ENGINEER DATE APPROVED: S/•6 -93 HAMILTON COUNTY DIRECTOR DATE -� CROSOR II UNMARKED CRO11 II SSEDSWAII( rSTREETMAJORROAD N. 6' FACE O CURB �I 6'21011'L MINOR CROSSROAD URBAN INTERSECTION SPEED LIMAT CURBED CURBED 25 SECTION 1 —r SECTION 1 -T NOTE: Ackhtiones inlamolion may be found in the lnd'a•o Mrud an Umfo- T1016o Control Ocniees SUBDIVISION SIGN PLACEMENT 111 SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT WALL G or T WT. SEC REVISED: RECOMENDED.•--''fit 93 STANDARD PLAN a arts ' S-3 Y -,r -9a APPROVED: NuawK Cul asaa art TOP OF CURB PAVEMENT--/ y BOTTOM OF CURB TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS ***** WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. CURB JOINT DETAIL NOTE: 1) THE MAX. SLOPE (►) OF RAMPS IS 1:12 2) ALL RAMP SURFACES TO HAVE DETECTIBLE WARNING SURFACE THAT COMPLIES WITH A.D.A. REQUIREMENTS. 3) HOME BUILDER'S CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATIONOF THE A.D.A. RAMP WITH TACTILE SURFACE. (NO RAISED DOMES NOR PAINT) TYPICAL HANDI-CAPPED RAMP AT CORNER NOT -TO -SCALE 4.5" I~ to c SUBGRADE an AGGREGATE WITH VARIES CONCRETE ROLL CURB & GUTTER (TYPE 1) (D.O.T. STANDARD PLAN 12-01) NOT -TO -SCALE In (-EARTH OR SIDEWALK SURFACE lo.cOMENDED. -= - 1-LLD/_�s= HAVAICH CCLRIN DIOMER OAIE APPROVED: .3 -/7-9.s Xa,L CEI CONN DIRECTOR art 0 18 WASHED WAVLL 0 00 0 of o 0 OR CLASS "A" 0 00 WASHED STONE 0 0 0 0 0 0` fffpunwwupAAArA� 6" (MIN.) °o 00 Oo 0 SSD MAIN e p 0# 0 p• + 0 0 vO $ o we PIPE DIAMETER e Z Fes. i MIN. 6' SUB SURFACE MIN12" MIN MIN. ii lA NOTES m WW ew\ INSTALLATION OF UNDERDRA)N SHALL CONFORM TO SECTION 718 OF THE AJAA�AAAAJn9n+Witt lffff` >I oN INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICATIONS o Z \ UNDERDRAINS SHALL NOT BE INSTALLED UNTIL FINAL GRADING h COMPACTION .�- ON SUBGRADE. ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE. UNDERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH THE UNDERDRAINS ME IN PLACE (I.E. WATEFWAINS STORM SEWERS, SANITARY SEWERS, ETC.) PIPE UNDERDRAIN NOT TO SCALE rn RECOMENDED: x-5=93 N HAMILTON COUNTY ENGINEER DATE \ APPROVED:. d- HAwuax EY DIRECTOR CAFE 0 3 LBS./FT. GREEN PAINTED OR W r GALVANIZED CHANNEL SIGN POST W PER STANDARD SPECS SEG 908.14(e) � U a 50' R /W 0) i- I - 30'-0" LL I o > 00 4'-0" 5'-0" 2'-0" 13'-0" 13'-0" 2'-0" 5'-0" "-0 ORLR4-0EFECTOROO OD Q M 5 X smwAx r Twat faeWAlle ♦ NIKK O FT. O O O � V9/A• Is r Tama. •� O I fA i (0 1L/OAMY ®IAx *IAII R LKXm e, 11 ,. v CAN a amine c0 (n I M /a001101A1a N ffO m tl+ p IQOML �gflglf wMl ' ..: )N[ 1 /V DO Not mar "art-a�x E.1.. N OorAollm NAWAAt W r� LTJ . NOTE' a1ASPHALT TE101U SI l TO BBEAPPLIED OF TYPE AE -T Z_ p BETWEEN EACH LAYER OF GMAIINM CD MATERIAL STORE AND FACE OF CURBS. .; . V TYPICAL STREET CROSS-SECTION TACK COAT (M Is1u SW--)' :I I 11, " ` ' '� Z ICF-TPmcw[ DRIVEN OR SET IN LL.) +• 14115wa lIxRA1C r tlf xwn sAVAa COMPACTED SAC FILL~' • � , .,'III 1, • , `•" ,o illi "' LO M sNSAa f1Aa �IpN rpAwa aRnu ;'ri.•" "f; :, .;((U Z 0) ° NOTES: ."•. .. F- ,; i;:r• •r'+" r °� � i.,. r M Rwa IRE 1. NINEO% RED DEFLECTORS ARE TO BE MOUNTED SYMMETPoCALLY ON AN 18 -INCH ms -...,: e r ollnalm NT sTD1[ IRI �� ., : •.• rAM eaADE DIAM RED PANEL d- 2. THREE (3) END -OF -ROAD MARKERS ARE TO BE PLACED AT EACH LOCATION. (n 0 ao'Aawa swaAOs °� - MARKERS ARE TO BE SET EVENLY ACROSS THE WIDTH OF THE ROAD. Z ^ °dz Ha.R TYPE 1 PAVEMENT cPostnoNs END OF ROAD MARKERS v Z NOT -TO -SCALE - REVISED:.ftL-rB :92 RECOMENDED, STAIN,, PIAN ."a"ntH 17— APPROVED; S-4 n ,we 3" TO 4" (7&Itm TO 1001nm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Starts Sewer SS is for Sanitary Sewer D Is for Subsurkw or Some Drain C Is for Conduit 0 Is for am W Is for Water NOTES 1. CURB TO BE STAMPED AT ALL LOCATIONS WHERE ANY OF THE ABOVE CROSS UNDER A CURB. 2. LETTER TO BE STAMPLED PRIER TO CONCFZTE SETTING UP. WHENEVER POSSIBLE. 3. STATION TO BE A MINIMUM OF 1/2 INCH (tOrnFrl) DEEP. CURB STAMP NOT -TO -SCALE RECOMMENDED HAMILTON COUNTY ENGINEER DATE APPROVED CO N C DAlfS �•il mio• -i-. 1: • a 11 ,.• HAMILTON CO. SURVEYORS_OFFIC( - -VED AF MIT off It'll, I LIMITS OF FULL DEPTH SIDEWALK, TOPSOIL. SEED OR SOD, AS REQUIRED TO MATCH EXISTING SHOULDER SECTION CURB SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED WITH. GRANULAR MATERIAL WHERE A CUT EITHER TRANSVERSES OR PARALLEIS THE ROAD SURFACE GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION OF THE CUT. THE ENTIRE EXCAVATED AREA ,WITHIN THE RIGHT -OF WAY. MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO GENERAL ORDINANCE NO. 24, 1885, SECTION 28-328 3" TOPSOIL SEED Oft SOD AS REQUIRED 7 TO MATCH EXISTING PAVEMENT SURFACE'S t IVY sY:G:_d�/MAY 2 3 _,. DAT where drainage plans comply with Hamilton County Drain Design Standards only and does not imply I^^rd ^^^ * fQ;TQQ nerseeel+de+9-pigi ---.QVGI. Ewsnitc GRADE jf / COMPA07M EARTH BACKFILL USING MECHANICAL COMPACTION J ` EQUIPMENT STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS STANDARD PLAN 92-01 & 92-02 NOT -TO -SCALE 3\4• FFOX BOLTS IV O.F o+AXJ / 1:4 E+2T (Ta"-INLI FJdu " SECTION A -A •A' �1.21Y1. WALL G or T WT. SEC Z VERTICAL FLARE ` PERSI.DE. C ! 1 Z_ SECTION B -B hURI1UNTAL FLARE DIA. +1 Q NOT -TD -SCALE J SKIRT 'tr 2 Z _— — I "A• W 00 24 48 1/872 / 24 Ll 0 I— z O Lij 390, z 9 3 V O 15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 AAAA�RREEG� 3 1/2 18 2 1/2 2112 o 990 . QDEPTH VARIES - 46 73 36 19 15 1/2 12 40 °o° o` °o° Y °eo 21 2 3/42 1/4 1280 W � oY o 00 .'o oY o o Ramo 22 16 1/8 13 4 � 24 oo 6" o* 1520 9 1/2 43 30 73 1/2 48 25 16 11/16 0 0 0 0 e 1/2 3 1 42 1 2 1930 lo.cOMENDED. -= - 1-LLD/_�s= HAVAICH CCLRIN DIOMER OAIE APPROVED: .3 -/7-9.s Xa,L CEI CONN DIRECTOR art 0 18 WASHED WAVLL 0 00 0 of o 0 OR CLASS "A" 0 00 WASHED STONE 0 0 0 0 0 0` fffpunwwupAAArA� 6" (MIN.) °o 00 Oo 0 SSD MAIN e p 0# 0 p• + 0 0 vO $ o we PIPE DIAMETER e Z Fes. i MIN. 6' SUB SURFACE MIN12" MIN MIN. ii lA NOTES m WW ew\ INSTALLATION OF UNDERDRA)N SHALL CONFORM TO SECTION 718 OF THE AJAA�AAAAJn9n+Witt lffff` >I oN INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICATIONS o Z \ UNDERDRAINS SHALL NOT BE INSTALLED UNTIL FINAL GRADING h COMPACTION .�- ON SUBGRADE. ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE. UNDERDRAINS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH THE UNDERDRAINS ME IN PLACE (I.E. WATEFWAINS STORM SEWERS, SANITARY SEWERS, ETC.) PIPE UNDERDRAIN NOT TO SCALE rn RECOMENDED: x-5=93 N HAMILTON COUNTY ENGINEER DATE \ APPROVED:. d- HAwuax EY DIRECTOR CAFE 0 3 LBS./FT. GREEN PAINTED OR W r GALVANIZED CHANNEL SIGN POST W PER STANDARD SPECS SEG 908.14(e) � U a 50' R /W 0) i- I - 30'-0" LL I o > 00 4'-0" 5'-0" 2'-0" 13'-0" 13'-0" 2'-0" 5'-0" "-0 ORLR4-0EFECTOROO OD Q M 5 X smwAx r Twat faeWAlle ♦ NIKK O FT. O O O � V9/A• Is r Tama. •� O I fA i (0 1L/OAMY ®IAx *IAII R LKXm e, 11 ,. v CAN a amine c0 (n I M /a001101A1a N ffO m tl+ p IQOML �gflglf wMl ' ..: )N[ 1 /V DO Not mar "art-a�x E.1.. N OorAollm NAWAAt W r� LTJ . NOTE' a1ASPHALT TE101U SI l TO BBEAPPLIED OF TYPE AE -T Z_ p BETWEEN EACH LAYER OF GMAIINM CD MATERIAL STORE AND FACE OF CURBS. .; . V TYPICAL STREET CROSS-SECTION TACK COAT (M Is1u SW--)' :I I 11, " ` ' '� Z ICF-TPmcw[ DRIVEN OR SET IN LL.) +• 14115wa lIxRA1C r tlf xwn sAVAa COMPACTED SAC FILL~' • � , .,'III 1, • , `•" ,o illi "' LO M sNSAa f1Aa �IpN rpAwa aRnu ;'ri.•" "f; :, .;((U Z 0) ° NOTES: ."•. .. F- ,; i;:r• •r'+" r °� � i.,. r M Rwa IRE 1. NINEO% RED DEFLECTORS ARE TO BE MOUNTED SYMMETPoCALLY ON AN 18 -INCH ms -...,: e r ollnalm NT sTD1[ IRI �� ., : •.• rAM eaADE DIAM RED PANEL d- 2. THREE (3) END -OF -ROAD MARKERS ARE TO BE PLACED AT EACH LOCATION. (n 0 ao'Aawa swaAOs °� - MARKERS ARE TO BE SET EVENLY ACROSS THE WIDTH OF THE ROAD. Z ^ °dz Ha.R TYPE 1 PAVEMENT cPostnoNs END OF ROAD MARKERS v Z NOT -TO -SCALE - REVISED:.ftL-rB :92 RECOMENDED, STAIN,, PIAN ."a"ntH 17— APPROVED; S-4 n ,we 3" TO 4" (7&Itm TO 1001nm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Starts Sewer SS is for Sanitary Sewer D Is for Subsurkw or Some Drain C Is for Conduit 0 Is for am W Is for Water NOTES 1. CURB TO BE STAMPED AT ALL LOCATIONS WHERE ANY OF THE ABOVE CROSS UNDER A CURB. 2. LETTER TO BE STAMPLED PRIER TO CONCFZTE SETTING UP. WHENEVER POSSIBLE. 3. STATION TO BE A MINIMUM OF 1/2 INCH (tOrnFrl) DEEP. CURB STAMP NOT -TO -SCALE RECOMMENDED HAMILTON COUNTY ENGINEER DATE APPROVED CO N C DAlfS �•il mio• -i-. 1: • a 11 ,.• HAMILTON CO. SURVEYORS_OFFIC( - -VED AF MIT off It'll, I LIMITS OF FULL DEPTH SIDEWALK, TOPSOIL. SEED OR SOD, AS REQUIRED TO MATCH EXISTING SHOULDER SECTION CURB SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED WITH. GRANULAR MATERIAL WHERE A CUT EITHER TRANSVERSES OR PARALLEIS THE ROAD SURFACE GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION OF THE CUT. THE ENTIRE EXCAVATED AREA ,WITHIN THE RIGHT -OF WAY. MATERIAL PLACEMENT AND COMPACTION SHALL CONFORM TO GENERAL ORDINANCE NO. 24, 1885, SECTION 28-328 3" TOPSOIL SEED Oft SOD AS REQUIRED 7 TO MATCH EXISTING PAVEMENT SURFACE'S t IVY sY:G:_d�/MAY 2 3 _,. DAT where drainage plans comply with Hamilton County Drain Design Standards only and does not imply I^^rd ^^^ * fQ;TQQ nerseeel+de+9-pigi ---.QVGI. Ewsnitc GRADE jf / COMPA07M EARTH BACKFILL USING MECHANICAL COMPACTION J ` EQUIPMENT STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS STANDARD PLAN 92-01 & 92-02 NOT -TO -SCALE 3\4• FFOX BOLTS IV O.F o+AXJ / 1:4 E+2T (Ta"-INLI FJdu " SECTION A -A •A' �1.21Y1. WALL G or T WT. SEC Z VERTICAL FLARE ` PERSI.DE. C ! 1 Z_ SECTION B -B hURI1UNTAL FLARE DIA. +1 Q NOT -TD -SCALE J SKIRT 'tr 2 Z _— — I "A• W 00 24 48 1/872 7 24 Ll 0 I— z O Lij 390, z 9 3 V O DIA. WALL G or T WT. SEC A B C D E DIA. +1 R-1 R-2 SKIRT 12 2 1 1/2 530 4 24 48 1/872 7 24 13 10 1/16 9 3 1/2 15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 11 3 1/2 18 2 1/2 2112 990 9 27 46 73 36 19 15 1/2 12 4 21 2 3/42 1/4 1280 9 35 —1/2 38 73 42 22 16 1/8 13 4 24 3 2 1/2 1520 9 1/2 43 30 73 1/2 48 25 16 11/16 14 4 1/2 3 1 42 1 2 1930 10 1 2 48 5 1 2 3 1 2 54 28 173 4 14 1 2 41 23 1 2 3 2190 12 54 9 3 4 3 3 60 31 18 5 16 15 5 3 3 3 3 83150 1340 3 81 2 97 4 73 66 34 233 4171 2512 t 44100 15 63 3 7 3 72 37 24 1 16 204 1 2 3 3 4 5380 21 63 35 98 78 43 27 1 4 225 4 1 4 6550 24 72 26 98 84 49 28 1/8 22 5 3 4 54 5 1/24 3 4 8040 27 65 35 100 90 55 32 7/8 24 6 1/4 60 6 5 8750 30 60 39 99 96 61 36 3/4 24 _63T4 66 6 1 2 5 1 F2 10630 24 78 21 99 102 67 35 11/16 24 7 1 4 72 1 7 6 12520 34 78 21 99 108 73 38 5/8 24 7 3/4 78 7 1 2 6 1 2 14430 24 78 21 99 114 79 41 is 16 24 8 1 2 84 8 7 1163501 24 1 78 1 21 1 99 1 120 1 85 1441316 24 9 U NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH SHEET NO. APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. F /) 3 PRECAST CONCRETE END APR 23 1996 OF 113 sHEETs> SECTION DETAIL OFFICE OF HAMILTON COUNTY SURVEYO "" 'I 9584A U t— 0 WO �W Q� � J O > W J F— � Of Q U NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH SHEET NO. APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. F /) 3 PRECAST CONCRETE END APR 23 1996 OF 113 sHEETs> SECTION DETAIL OFFICE OF HAMILTON COUNTY SURVEYO "" 'I 9584A