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116th Street and Clay Center Rd (Roundabout/ Culvert Replacement) CITY OF CA MEL INDEX PUBLIC UTIL I T IE S HAMILTON T Y INDIANA SHEET. NO_ DESCRIPTION SEWER & CARMEL WATER AND SEWAGE UTILITY SEWER WATER JOHN DUFFY (jduff @carmel_in_gov) 1 TITLE AND INDEX 760 3RD AVENUE SW CARMEL, IN 46032 2 TYPICAL CROSS SECTIONS PH. (317) 571-2443 PHONE AT&T 3 TRAFFIC MAINTENANCE DETOUR GREG CAMMACK (mc2741 @att_com) or 4-5 LOCATION CONTROL ROUTE SURVEY DAVE MUSALL (317-252-5143) 5858 N COLLEGE AVENUE 6-8 PLAN AND PROFILES INDIANAPOLIS, IN 46220 _ PH_ (317) 252-5134 PROJEC T NO . 0 1 9 INTERSECTION AND LIGHTING DETAILS GAS VECTREN ENERGY I 1 T H T CENTER 10 PREC D R AS ON P E T CO ERDU E NCR E d T ETE erdue v � BOX C( p ectren_com L U LVERT D @ A Y ETAIL ) R A D 16000 ALLISONVILLE ROAD ROUNDABOUT 11 INTERSECTION GRADING PLAN P_O_ BOX 1700 N OBL EV L I LE, IN 46060 L V ERT REPLACEM ENT 12- 13 PAVEMENT MARKINGS / SIGNING PLAN H_ (317) 776-5534 Located in Section 34, T1 8N, R3E and Section 3, T1 7N, R3E, In Carmel, Clay Township, Hamilton County, Indiana_ Latitude: 39 057' 22" Longitude: 86 010'44" 14- 17 MISCELLANEOUS TABLES CATV BRIGHTHOUSE NETWORKS JOE EVANS "oe_evans @mybrighthouse_com) 18-37 CROSS SECTIONS 3030 ROOSEVELT AVENUE PROJECT AREA INDIANAPOLIS, IN 46218 PH. (317) 339-9075 ELEC INDIANAPOLIS POWER & LIGHT G 'I st Cfou of f R H ON DA WILLIAMS, . , ! l,,'" ' r- ILLIAMS HIGHWAY COORDINATOR W r , isfTk� T -� .`:. a�6 $ /�, . . T gT5r . R <9 1230 W � . , , .m .� ,�. -•--�-- � "_ -��_' .. � '�rt� � '--, -�- ; EST MORRIS STREET �• . I iY , �� �-r •�.. �� y :k INDIANAPOLIS IN 46221 , �` ! ! r 4; , I ". ( 7) 261-5203 :,� �. /,�� 4 - - � , _ `; //d•/�, 4 �r.��z � /.:>f"- . - to; .� FAX 0-52 I ` AX (317) 63 95 , „ ,,� -,; .� - , �"�-, o �� �., z�, .t'_�' _ �_ 97t, 4KE8T 126TH �;F/' TR. T S C E , 9 , t ` k�,.rt! � �., • i,. /Nf sus f '% wl��?� � -t y'4�,`�:. �hSz,-`� �{' �,� ,k. ". , i,.J�rr➢ � \. .Q .} / I b�-_,.� •, • mm"j ,• '-F -'? `t` f" '` ilt ti - :,. �. ,5 b. �. 2 ...�_ I A , t , ( U� .�aa �, . _ _, ¢� J� y; -7-- +� , , z' ` � �, f � r' _.,/' 1` . ..'_�,t ..,>'..r'f ; ''-, �"` f "'iC? .,. a :: t s "�',• r ti ��' �`�, �``��` r .,l ''>;��,,.i t"r T .._..m„-.�._,ff� _ ,.....__ „ .. .. R�r.�e96 r, _�,. .. � .� � -. a !_• as3 --:.J 849 EAST r rd7'hE� 9 ��.,,.`•a €..�{� �' I _) ,/ r } � e" ..k 54 �1, f�'�} � iJ �_ � e ,�, TJ , f:"$w-"S`•, �' � �: e, ' Sri f DON !- � : , �; GB , 4 y a V g w, P - \. ;.-'. it,*. l ;�" ` ♦ 4:�' .. ` It � ^t 4-:� 1F dl fr �4 4 f ' y EAST ,iVll lH"'ice _ .r STRE`: T "'. �:a PfeY -yam- tlM •' . ./' � ,. `... •at ." fir--, � `s?.°•t. 1s a ?' .t d •i I €' m ('h pfiR iare .. '. !% ', / ". ( ,,. i �,. f b •-., ¢ ,. ,`( �? .�1. `�dl' �� c'i .,..,✓ . 839 MM,,,t ,,,., i • �,;. e 2 k yp6 1 ✓ _ .. *. 1.. i r R '# C'� .€:.. f ._ 4.�, ,� , .. • � ,t v, SCALE — y 1 2000 /tq f • 'U9'!'_.. W'E' ?`" 106YH 1 er..♦ S '.1'-. I , ,^s, 46 0 CD 1-800-382-5544 . .---,,.. . —382 5 :. F ., ._.�..� . . ����.� �.� � 544 .,, � ,: . z ,�� � ." �, � .� ,,. l .ivl • `. • -�,... 1' 'w --'. , .� 11... CALL BEFORE Y . _e 4, ,_ ,� � .., :., t .� , ��� 00 OU DIG . ;,. , � ,.. .� .-�_. _�.- �� .� r -�; 4�= r' PROJECT LOCATION ° � ,... ,. ; ._�. �� b , �� ti, , • f ;:kf�� 4�: � ,.- " �, ;? � 4,�- N SHOWN BY ° °4' ,.,. , _. '� - L 1' - .. -.... CAUTION __ . � ,� ��r �. F -� ��� � �°�° �•�. �, ��� , � THE LO , 'Zi CAT IONS OF ALL EXIST/NG UNDERGROUND �y, `''° ., �i } � .,....r�° /,..... -_..._=..�'3'—=._, SHOWN ON THIS PLAN ARE BASED UPON AB01/E �-�- „ _ �� _ �-,, � - �- --.,� - _ A�..' IN, GROUND r. �. W, t W �*4 Coa-s� 1 L EVIDENCE /DENCE - _ nc/udm b .• ( but not limited (ti � :� , . • .�, � .. . to, manholes, inlets .,, R .>..i+.r' t tl ,:. , • • ¢p,. 1.. a . , .:...n.� .. , ,.... `.. .�_....,. lY J+. f I4:��'P �'�✓ VD%S , , and marks mode upon the Augusta, p round b other �� 9 s AND aaw. actin i h , j 'ate ARE SPECULAT/I/E IN NATURE. THERE MAY AL SO BE v OTHER ...,...,., EXISTING UNDERGROUND UT � o,; .;�r' i ," Vii(•41. P 1 .. ` , � • lL/TIES FOR WHICH THERE /S NO j ,.< s. t, " ,'' R�d b' Qwer a,„,f r r' ABOVE GROUND El/IDENCE OR FOR WHICH N ' :• .:. t a �`` . . -_�,.a, • - ,,, 4 0 AB01/E GROUND ( . .-, ' EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID 1 ` EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY LOCATION THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. ION MAP a CITY OF CARMEL STANDARDS AND SPECIFICATIONS AND I c NDIANA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS DATED 2008 TO BE USED WITH THESE PLANS N O 1� O ...,.. „ u PLANS L CD PREPARED BY: USI CONSULTANTS, INC. ``p�uu a UN,,� 317-544-4996 �.�`�� `l R• O PHONE NUMBER CERTIFIED BY: ' ` UV = No. 8 31 07 = PE19300399 CONSULTANTS DATE `. STME � :' SHEETS 8415 East 56th Street %IANr 1 of 37 ROAD PLANS Indianapolis, Indiana 46216 '''''�i, ���`�� PROJECT NO. Vz/ T� L C o 4 0A r TES , coo.4 r' / 3 Rim Elevotion 15 Line "PR—B1" / "PR—B2" / "PR—A 1" Line "PR—B3" / "PR—B4" / 'PR A2" I 4" , 6» 1 Varies 1 8 61 2 Varies 2 Varies Varies 2 Varies 2 6 8 1 1 I---� Geotextile for Underdrains� 'N Subgrade Treatment P 6" Pipe, Type 4 Aggregate for Underdrains 6 6 P Existing Ground 6 15 K P.G. 16 16 P G K 15 6 3 29' & Varies I I 29' & Varies UNDERDRA/N DETAIL 3•> Existing Ground Scale: 1" = 2' L _— ---------- --- , --- —————————— J 1, U Subgrade Treatment I Subgrade Treatments U 1 , =1 I I III ,—, , �I f SPLITTER ISLAND SECTION I - 5 - EP Lines "PR—B 1"/"PR—B2'%"PR—B3'%'PR—B4"/"PR—A 1 '%"PR—A2" 3—#5 x 3'-0" Spaced 9" C to C �- PLAN III -P Concrete Gutter Roundabout Center 51' 4' 2' 18' 2' 6' 8' 1' — N O O � 6 A 6 P * �I=M" 15 6 -------- 29_' Concrete Gutter ELEVATION 3 r Existing Ground ---------------------- CURB & GUTTER TURNOUT DETAIL 1 J —"� Subgrade Treatment U 1 , III, ,III, , �. ROUNDABOUT SECTION LEGEND AO TRUCK APRON ** 7" Class "A" Concrete on Minimum of 5" 153 Stone Line APR—A" Line "A" 3.6 © CONCRETE CURB RAMP, TYPE C — 1, Varies 12' 12' 6" Class W' Decorative Stamped Concrete on Minimum of 5" 153 Stone A " 2' Existing Pavement Asphalt Milling, 1 R 2' OK HMA FULL DEPTH PAVEMENT K 6» P G K 165#fSyd. HMA Surface, Type "B" on O I I 275# Syd. HMA Intermediate, Tlpe 'B" on Existing Ground Zq 330 Syd. HMA Base, Type "B on 6 6 330VSyd. QC/QA—HMA, 5, 76, Intermediate, OG 19.0 mm III-111,x,- 3> 3:� --- ---- > 330jlSyd. HMA Base Type "B" on L _ _ J Saw Cut I I Saw Cut Paz Existing Ground Compacted Subgrode U Subgrade Treatment III III=1 � 1, 1'-4" 1, Q O COMPACTED AGGREGATE FOR SHOULDER co TANGENT SECTION - LINE "PR A " 2' Compacted Aggregate #53 \` Sta. 92+58.46 to Sta. 101+00.00 "PR—A"" r1j © MULTI—USE PATH „ CD \ 110r Syd. HMA Surface, Type B on - \, - `�' 330�Syd. HMA Intermediate, Type 'B" on K 0 -W—Beam Guardrail 5 Compacted Aggregate 153 on _ y Compacted Subgrode Existing Ground r _ ® HMA OVERLAY WEDGE & LEVEL — Line B S Sd HMA Surface, Type B on U 275yd. Minimum HMA Intermedi ate, Type (Variable P "0 ,, 1' 2' 12' 12' 2' 1 ' DePth to Establish Cross Slope) on 1 Surface Milliing `° GUARDRAIL DETAIL —' CONCRETE PAVED DITCH � �� �� � � 4 Q A 2' 2' © UNDERDRAIN P.G. K 6 0 Zq I ?q 0 15 COMBINED CURB AND GUTTER TYPE IT ** Existing Ground 3' .3.•> 6 16 Existing Ground COMBINED CURB AND GUTTER TYPE DI ** — --------------- ---- --- 111- U I Subgrade Treatment U =�)I I, ,III, ,—,;, �. 1 MODIFIED ROLL CURB ** A © SODDING 0 U) TANGENT SECTION - LINE "B" NOTES * See Grading Plan 102+1786 "B" to West Splitter /s/and ** See City of Carmel Std. Drawings for Details East Splitter Island to 107+81.96 a N g ``````�J Ri ����� � CITY OF HORIZONTAL SCALE BRIDGE FILE ; �a�sr .. 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I 11" !4 0 1 " I I -, , ­l , I 10 ol":: z,��,.,, � "'. , - I �.&­ ,, , , � I : ; , , �,,; - " �, ,��­k­4f-ft _ i, W ,�� ­- -- I I A-1 �_111��;, � ,-"M,041`,�A Aw ":1 ­,", " ,­ ---- : 1 11=010707 a"', - I 1-, � , " , _Z� U1"1,,l11_'1 I al I , "" _,� ; -4 "-% ' ;�, - I ru � . 1, 4 %%%%%%j11111jjjj//Z_ HORIZONTAL SCALE BRIDGE FILE r� %%X . 0 ..... ... - CITY OF 1" Z. I 000' ... ........ . . �i % ....�G1 �I A 11 W. .A/P\. W,wj Q,1,,/ 8/31/07 VERTICAL SCALE � A, . - v DATE 0 ""It; ..��Fr� CARMEL - , L 9 . No. . S_ WU I I I r*1 E " ' - I I N/A I 0 1 All p, .PE19300399.' - ' i .Ax ;!!j I I A zl�4 ? 0 = .. W .: - - ' STAX .. z = -.. . - SURVEY BOOK SHEETS �� .i� .....40 1 X,O.,... DESIGNED: GRW DRAWN: MOH . . . &i . . 11 6TH ST. & CLAY CENTER RD. 3 0fj 37 I'z '­..... .....I" I111111110 CHECKED: NCH CHECKED: GRW DETOURROUTE CONTRACT PROJECT I . . . . - . . 11 I I ....j O � a Q West Half East Half O + Southwest Quarter " - Southwest Quarter C) Section 34, T1 8N, R3E Section 34, T1 8N, R3E a Clay Township Clay Township r-- Q Hamilton County �-- Hamilton County 1Q1 Control Point 101 _Match Line - See Sheet 2 O.P.O.T. 101 +52.56, 28.12' Lt. Line "B" Tract VIII Zi Northing: 49800.0200 Animal Farm, LLC ' W Fasting: 49929.1470 m p Lucius 0. Hamilton 3 Southeast Corner c W Sec. 34, T1 8N, R3E Southwest Corner Control Point 100 Sec. 34, T1 7N, R3E 1 t 100 ' " U , ►�- '� EQ. P.O.T. 90+17.8 i Line "A" = O.P.O.T. 90+45.34, 44.23 Lt. Line A M -J ,505 = P.O.T. 92+24.87 Line "B" " " = P.O.T 105+50.00, Line "B" P.O.T. 111+00.00 Line "B" Scott A. .tones = O.P.O.T. 105+06.15, 28.13 Lt. Line B d � No Monument Set 0 No Monument Set Northing: 49802.8670 U Easting: 50282.7190 r ------ ----------------------------------------------------------------------- _-_--------____-- -__-____ © Gas Line Easement Z N 89'37'45.674" E N 89"30'53.704" E N 89"3229.092" E 775.37' 116th Street f -- - ------------------------------------------------------------------------------------------------------------- ---- N 89"32'29.092" E _-- 1 34.06 ---� N89 32 29.092 E N89'32'29"C192"E 765.48' 2661.69' Line "B" & Section Line Line "B" & Section Line Northwest Closing Corner 12 South 1/4 Corner Sec. 3, T1 7N, R3E 1 �5' Right of Deed P.O.T. 100+00.00 Line "B" 504 Control Point 102 South N, per Deed No Monument Set Royal Meadows, LLC 102 Northwest Quarter = O.P.O.T. 108+04.84, 24.07' Rt. Line "B" Stewart E. Brick = P.O.T. 118+65.48, Line "B" Revocable Trust Section 3, T17N, R3E t Northing: 49753.0550 a Anita C. Inlow Clay Township South /tg Corner, SW /4 Fasting: 50581 .8160 Thomas K. and z Hamilton County Sec. 34, T1 8N, R3E Jeanne W. Atkins No Monument Found Survey Report General Information Reference Monumentation (Cont'd� Existing Alignments 5 -West Quarter Corner of Section 3, Township 17 North, Range 3 East- Cotton Gin Spindle found flush per Reference Ties Line"A" -Clay Center Road -This alignment was imported from a Route Survey Plat of a previous USI Project (JN. This survey is located in Section 34, T1 8N, R3E and Section 3, TI 7N, R3E, in Carmel, Clay Township, Hamilton County, provided by the Office of the Hamilton County Surveyor. Uncertainty in this monument is considered negligible due to prima facia 2002-161)for Hamilton County Bridge#11046, recorded in the Office of the Hamilton County Recorder as Instrument Indiana. evidence. #200200091663. The previous alignment was extended south to intersect Line "B". Mag Nails monumenting the alignment of said previous project were found in Clay Center Road (#500 #504)as shown hereon. The purpose of this survey is to collect data for the preparation of construction and right of way plans. This is not a 6 - Center of Section 3, Township 18 North, Range 3 East- '/q" Road Nail found flush per Reference Ties provided by the Office of GRAPHIC SCALE property retracement survey.Any apparent property, subdivision, section lines, or section corners are based on physical the Hamilton County Surveyor. Uncertainty in this monument is considered negligible due to prima facia evidence. This monument New Alignment 50 0 50 100 200 evidence or testimony. was 23.0'west and 4.2' south of the quarter corners split. Line "B"- 116th Street-This alignment was established along the south line of the Southwest Quarter of Section 34, ��-- Monument reference ties are as shown on the route survey plat. Should additional USPLS comers be needed where 9 - Northeast Corner of Section 34, Township 18 North, Range 3 East- Harrison Monument found flush per Reference Ties T1 8N, R3E, 550' in each direction from Line "A" and said south line. See "Reference Monumentation" for details about none were found, they should be reestablished and tied into this survey, provided by the Office of the Hamilton County Surveyor, Uncertainty in this monument is considered negligible due to prima facia monuments locating said south line. IN F50 evidence. Right of Way � inch = 5o tt. Field measurements for this survey were in accordance with the specifications outlined in 865 IAC 1-12. Measurements Right of Way Note are shown to the nearest 0.01 feet, Coordinates are shown to the nearest 0.0001 feet, and the bearings to the 0,001 10 - East Quarter Corner of Section 34, Township 18 North, Range 3 East- Harrison Monument found 0.1' below the surface per The Engineering Department for the City of Carmel was contacted for Right of Way in this area. No record Right of Way -- - - --- - = seconds, not to indicate the recision of the work, but to allow for closure and adjustment b others if desired. Units are Reference Ties provided by the Office of the Hamilton County Surveyor. Uncertainty in this monument is considered negligible due documentation was provided nor was there a thoroughfare plan available. Right of Way Parcel Plats were attached to the The right of way, parcel lines and ownership information shown on this plat are p J Y deed for Anita Inlow lnst.#200400014701 to the west. These I ' preliminary. This information is shown only to help orient the user of this plat as it U.S. Survey Feet unless otherwise noted. to prima facia evidence. ( ) pats indicate a 45 south Right c Way and 16.5 north P rY• Y p P Right of Way from the section line along 116th Street, and were for a Roundabout at the intersection of Ditch Road and relates to the centerlines. The source of this information is from the last deed of record 116th Street. Along the south side of the lands f Lucius Hamilton Inst. #9700027191 p obtained from the County Recorders Office as well as the above-mentioned plans. Horizontal Control 11 -Southwest Comer of Section 34, Township 18 North, Range 3 East- No reference ties were available from the Office of the g ( ), a descri lion for a Gas Line Hamilton County Surveyor for this comer.A Bent /$ Rebar was found 1.0 below the surface.The distance between this corner and Easement(Easement Book 2, Page 908)calls for the easement to be along the north side of a 16.5 half Right of Way of The consultant responsible for the Right of Way Engineering will complete the final 116th Street. A survey by Paul I. Cripe (Dated: April 10, 2002) references an assumed 45' half Right of Way on the south determination of this information. The coordinates shown on the monuments are of a local round coordinates stem. The basis f bearin for this project the Northwest Closing corner of Section 3, T1 7N, R3E was 0.26` more than the dimension given in the deed description for the g Y g P J adjacent landowner to the south,Anita C. Inlow (Inst. #9709747377). No monument was called for on said deed description. A side of 116th Street for the lands of Royal Meadows (Inst. #200500074266). The plat for Clay Springs (P.C. 1, Slide 389) is based on grid north (Indiana East SPC, Zone 1301) per information provided by the Midwest RTK Networks survey by Cornerstone Surveys, Inc. (Dated: December 20, 2004) references a Brass Rod found. No dimensions were given from references a 40' half Right of Way on the west side of Clay Center Road. Edge of Pavement has been shown hereon for (mwrtk.com). Base station WIIN from the aforementioned network was used to measure dual RTK vectors on all control this monument to other monuments locating he Southwest Quarter of Section 34. A survey b Miller Surveying Inst.#9609624461 any possible prescriptive easement. Easement Note points and section corners. These dual vectors were compared and adjusted using a least squares analysis software. g Y Y Y g ( ) references a Bolt found. The dimension along the south line of the Southwest Quarter on said survey was 0.23' more than the The location of any easements are based on the last deed of record, available 4 dimension of the same line of the subject project.A survey b Weihe Engineers, Inc. Inst. #9709729087 references a Bolt found The parcel lines and ownership information shown on this plat are preliminary. This information is shown only to help at the Recorder's Office. These deed records were found during the initial Said control points were processed using the following Midwest RTK Networks, Continuous Operating Reference 6.8' North of the corner. The.dimension along the south line of the Southwest Quarter on said survey was 0.24' less than the orient the user of this plat as it relates to the centerlines. The source of this information is from the last deed of record research, and in no way represent all of the possible easements that could be Stations (CORS): dimension of the same line.of the subject project. Uncertainty in this monument is 6.8' due to the reference to a Bolt found on said obtained from the Office of the Recorder of Hamilton County. The consultant for Right of Way Engineering will complete recovered by a title search. survey by Weihe Engineeers, Inc. final determination of this information. Base Name. Latitude Longitude Redaction Statement WIiN N39°52'58.24831" W860 15'13.78744" 12 -South Quarter Corner of Section 34, Township 18 North, Range 3 East- No reference ties were available from the Office of the Unless otherwise noted on the face of this survey, there was no physical evidence used for the location of Property Lines Hamilton County Surveyor. A Ma Nail was found flush r survey b Weihe Engineers, Inc. instrument#9709729087 An Iron or Ownership. Therefore, the location of any title, property, or ownership lines shown hereon should not be used by I affirm, under the penalties for perjury, that I have -y - The Indiana State Plane Coordinates were converted as follows: ty Y g Y Y g ( ) others to represent the same. taken reasonable care to redact each Social Security Pipe was found in 116th Street at the southeast corner of Williams Creek Manor. The dimension between these two monuments number m this document, unless required by law. Local Site Settings differed by 0.15' from dimensions given on the plat of Williams Creek Manor. Uncertainty in this monument is 0.15 feet due to the Project Latitude : N39°57'21.72865" difference in dimensions on said plat. Vicinity a Not to Scale Project Longitude : W86° 10'44,40078" y p � � 16 _ Northwest Corner of Section 34, Township 18 North, Range 3 East- 5/e' Capped Rebar found 0.3' above the surface per -- =-- - - -- -- - Project Height : 748.00454 Reference Ties provided b the Office of the Hamilton County Surveyor. Uncertain In this monument is considered negligible due '+ L _ %��`;; ,� .R ' c�ir � �? ?- ,��- _ Ground Scale Factor : 1 A000454731 p Y tY Y Uncertainty • }\ t Yf t zt t ;�`, r S� ' to prima facia evidence. ad •� 4 f False Northing Offset 1665291.991 sft Section Corner Point List t ! �. False Eastin Offset : 134176.140sft Note: Local Coordinate System will govern for this project. ' ` `'�F, �� !! I .■ g 17 - North '/,s Comer of the Northeast Quarter f Section 34, T1 8N, R3E - /s" Capped Rebar found 0.20'above the surface per Y g P J Reference Ties provided b the Office of the Hamilton County Surveyor. Uncertain in this monument is considered negligible due State Plane Coordinates are Indiana East Zone 1301, NAD83(Cors 96), in US Survey feet, and are Reference Monumentation: P y ty Y Uncertainty shown for reference only. r to prima facia evidence. f ,f N Control Points- See references and coordinate list-Estimated relative positional accuracy of these points due to random PT# Nort hin (Local) Eastinq Local Northin SPC Easting(SPC) Desch Lion errors in the measurement or staking of these monuments is �!-0.10 feet. 18 -West Quarter Corner f Section 34 T18N R3E - No Reference Ties were available from the Office f the Hamilton 1 49763,3420 48867.4100 1715055.335 183043.615 Harrison Monument o e a ton 2 49801.9920 54186.6370 1715093.984 188362.599 Harrison Monument ,- , f,, �F , � � .��' • i Surveyor. The plat of Clay Springs (P.C. 1, Slide 389)calls for a Concrete Monument. A survey by Miller Surveying (Inst. ;•t , , i 1 Y,.:,� ins r „67 , !t Section Comers -See References and coordinate list- Estimated relative positional accuracy of these points due to #9609624461).also references a Concrete Monument. None were found. A survey b Cornerstone Surveys, Inc Dated: December 3 49802.8320 54303.8640 1715094.823 188479.821 Harrison Monument "= - " t=1 - �u _- ter. -L - - o �- ••••t.•••` �y random errors in the measurement of these monuments is +/-0.'10 feet. 20 2004 references 5/ " Capped Rebars at the northeast and northwest corners of Tract VII of Animal Farms LLC Inst. 4 47165.1460 54168.6520 1712457.257 188344.616 Railroad Spike U } s PP #950066380):.These monuments were located and used to calculate the West Quarter Corner. Uncertain in this monument is 5 47178.3810 48844.6050 1712470.492 183020.811 Cotton Gin Spike 1 - Northwest Closing Corner of Section 3 Township 17 North n - Harrison 47167.6320 51483.6620 1712459.743 185659.747 g p Range 3 East Harriso Monument found flush per /4 Road Nail g P 0.20 due to the difference in dimensions of the north line of the West Half of the Southwest Quarter of Section 34 on said survey by ��� J�' � Reference Ties provided b the Office of Hamilton County Surveyor. Uncertain In this monument is considered 9 55065,4650 54329.5310 1720357.216 188505.487 Harrison Monument - �, P Y tY Y Uncertainty + Cornerstone Surveys, Inc, negligible due to prima facia evidence. 10 52434.5090 54319.3710 1717726.380 188495.328 Harrison Monument Rebar 19- North '/,s Corner of the Southwest Quarter f Section 34, T18N, R3E - No Reference Ties were available from the Office of the 11 49764 4770 49001 4680 1715056 470 183177 666 Bent 5/8" R 12 49785.6137 51642.2335 1715077.605 185818.312 Ma Nail 2 - Northeast Closing Comer of Section 3, Township 17 North, Range 3 East- Harrison Monument found flush per Hamilton County Surveyor.A 5/$" Capped Rebar was found 1.0' below the surface per survey b Miller Surveying Inst. g „ „ P Y Y Y 9 ( 16 55021. 3 5 t ass ,-_E,,s-T_ - fir rx Reference Ties provided by the Office of the Hamilton County Surveyor. Uncertainty in this monument is considered #9609624461 ;A 4x4 concrete monument was called for on the tat of Clay Springs P.C. 1 Slide 40 0 49031.4450 1720313.157 183207.642 /8 Rebar I _ , - } P Y ( 389). The survey by Weihe �� ''� y��A x negligible due to prima facia evidence. 17 55054.8900 53004.0950 1720346.642 187180.111 5/s" Rebar ' ,i h Engineers, inc. (Inst. #9709729087)labels this corner as IPCF, but has no indentifcation for the label in the legend. Uncertainty in this monument is 0.20`due to the difference in dimensions on said survey b Miller Surveying., 19 52402.6890 50339.9200 1717694.562 184516.057 5/8' Capped Rebar .► , r �� Y Y - \ /( 3 - Southeast Corner of Section 34, Township 18 North, Range 3 East- Harrison Monument found flush per Reference -4 , , i ;'., ( ,� =,• - . ._:- U , Ties provided by the Office of the Hamilton County Surveyor. Uncertain in this monument is considered negligible due I tY 20 - Center of Section 34, T1 8N, R3E - No Reference Ties were available from the Office of the Hamilton County.Surveyor. A to prima facia evidence. Control Point List " survey by Weihe Engineers, Inc. (Inst.#9709729087) does not indicate a monument found, but gives dimensions to this comer. The monuments foun a h North ' Corner of the Southwest Quarter #19 and t t PT# Northin Local Eastin Local Northin SPC Easti19 SPC Descri tion d t the /,s Q ( ) he South Quarter Corner (#12)were used to `��_� g� ) g( ) ( ) - _ ,_ ,gip ,;� -�• r~ ,,� - ,�- _ , 4 East Quarter Corner of Section 3 Township 17 North, Range 3 East- Railroad Spike found 0.40 feet below surface s .•-- l _.: ,.., ; . _. •__- ,.�r .-- • � : �` P g P l calculate the Center of Section 34 per said survey. Uncertain m this monument is 0.15' due to the difference in dimensions along 100 49802.8670 50282.7190 1715094.858 184458.859 /s Capped Rebar per Reference Ties provided b the Office of the Hamilton County Surveyor, Uncertainty in this monument is considered s " �� ____ �,�.__�_,, ����..,�-�,�j.,> ;.. �.�,-} ��Y � � _, .•r ,A, �.,r. P •P Y tY Y Y the north line of the East Half of the Southwest Quarter on said survey. 141 49800.0200 49929.1470 1715092,011 184105.303 /s Capped Rebar negligible due to prima facia evidence. 102 49753A550 50581.8160 17{5045.048 184757.943 S/8" Capped Rebar 103 50243.5480 50291.0110 1715535.519 184467.151 5/a' Capped Rebar », 7007020270 SURL $25.00 SURVEY STARTED 04/12/2007 09:01:09A 2 PGs Jennifer J Hayden SURVEYOR STATEMENT `�� ,,,,,,s, 8415 East 56th St. HORIZONTAL SCALE BRIDGE FILE 03/09/2007 HAMILTON County Recorder IN ��C��•��j1STF�F�'o � P CITY 0 F CAR M E L •••. Indianapolis, IN 46216 1"=50' Retarded as Presented Q'J� �.�� PH. 317.544.4996 COUNTY DESIGNATION SURVEY COMPLETED No. ;N= CONSULTANTS, INC. FAX 317.544.4997 Hamilton THIS SURVEY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, 1S LS 29500001 : 04/10/2007 EXECUTED ACCORDING TO THE PROVISIONS OF TITLE 865 I.A.C. STATE 01; RECOMMENDED FOR APPROVAL SURVEY BOOK PLAN SHEETS 1-12-20 THROUGH 1-12-26 REGARDING ROUTE SURVEYS EXCEPT - -- ROUTE PLAT SHEETS THAT ANY DATA SHOWN REGARDING THE LOCATION OR DESCRIPTION ��i9�y�NOIAN?'�O�`� 4 OF 37 iii o�3uRV`� ��` LOCATION CONTROL ROUTE SURVEY OF THE EXISTING PARCELS IS NOT A PART OF THIS SURVEY. 7��/�Ultflllltll������\ SIGNATURE y-�l-o CONTRACT PROJECT i OF 2 MARK A. SCHEPIrRS, PLS DATE USi #2007-027 o C) o 0 0 West Half +Southwest Quarter + Ln Section 34, T18N, R3E o Ln � Clay Township Q I West Hamilton County r— 1 Sec 344 T18N2r�R3E 18 Calculated Corner c 0 N O N acs Iw � o co O Oi N Control Point 103 � 0 "'., 103 _ O.P.O.T. 94+86.06, 38.46' Lt- Line "A" Tract VIi! __j J a Northing: 50243.5480 Animal Form, LLC z Tract Vi 00 Easting: 50291 .0110 Animal Farm, LLC 1 z a� 1 a� c,n Q) 1 (D r N 00'23'38.379" E 2627.71' Section Line l - T - _ _ - - - - - - - _ _ - _ - _ �- » -» " N00' 19'37.470"E Line "A" Clay Center Rd. NDD 19 37.470 E - Line A -� North 3/1 s Corner, SW 1/4 19 s= i Sec. 34, T18N, R3E P.O.T. 95+00,00 Line "A" 50, P.O.T. 105+00.00 Line "A" P.O.T. 100+00.00 Line "A" 503 1 \P.Q.T. 92+00.00 Line "A" 500 502 1 1 (0 N .4 Lucius 0. Hamilton W Scoff A. Jones 1 N M M rn 1 00 ` z Right of Way Note _ _ _ T Easement Note East Half The right of way, parcel lines and ownership information shown on this plat are The location of any easements are based on the last deed of Southwest Quarter preliminary. This information is shown only to help orient the user of this plat as it record, available at the Recorder's Office. These deed records Section 34, T18N, R3E ; Center of 2U relates to the centerlines. The source of this information is from the last deed of record were found during the initial research, and in no way represent Clay Township Sec. 34, T18N, R3E obtained from the County Recorders Office as well as the above-mentioned plans. The all of the possible easements that could be recovered by a title Hamilton County Calculated Corner consultant responsible for the Right of Way Engineering will complete the final search. determination of this information. Section Detail (Not to Scale) N 89`32'34.350" E 2650.96'Alk N_89'30'14.794" E 2647_31' _ _ _ �r _ _ 9 NORTH. 49763.3420 NORTH. 49801.9920 NORTH. 49802.8320 NORTH• 47165. 1460 NORTH.• 47178.3810 NORTH.• 47167.6320 NORTH.• 44498,0090 NORTH 55065.4650 - 1325.48' 1325.48' 1 EAST 48867.4100 N 2 FAST. 54186:6370 N 3 EAST 54303.8640 N 4 EAST. 54168.6520 N 5 EAST 48844.6050 N 6 EAST• 51483.6620 N 8 EAST: 51502.4380 N 9 EAST.• 54329.5310 N i g 17 x = Cut �" on g Harrison Mon. Ma Nail x = Cut 'x" on PK Nail Ma Nail SE Comer S Corner a Mo Nail Concrete Curb g Ma Nail o Harrison on. 9 g ,°n' 1 oat Found flush Side Pwp Conc Curb Concrete Curb � Fnd. 0.1 Above f Side Pwp � Side Pwp Conc. Base SW W� a Ma Nail $ S. Side � 1 ° 169105-A {138-6145 Railroad Spik 43103-B Brick Column S . Side Pwp c� r o 1 1 w Island Grade S Side Pwp a� Caftan Gin Spindle Sign Post o 11-134 A PWP 00 M R• "� `� 838-6144 ->o, Found Flush ,� NW Comer �1 c hr° a, To Center `D N �o`O a ° Railroad ike O h°' Mag Nail o ,h Conc. Pad ss. �,, d P N �$ h Found 0.. Down '`� S. Side g0• 75 .�A,, y 0� hh h``� Bolt of 1 1 1 280' 100' $5 Comer 285 w ti Q F. H drant 116th 275' 95' Street Harrison Mon. 116th Street 270' g3' Post 5' 18.61 32.20 Hwison Mon. `'1 ro y + 1 1 44.45' 44.25' 116th St. 265' Found flush 38 67 38 46 76. 25 Conc. 30.5) Harrison Mon. 4+ N W /4 � N E 1/4 o, 24.05' 111th St. g0' Corner NE Comer 126th Sf 106th Street Found 0.3' Down Found flush �. z PK Nail Private 33• Post Wood Post 3� �� 6 10 ►.� M Section 34 Section 34 1r• Ma Nail "' cc� P Ce -" Drive �� / Road Nail ° �> `t� a 270' 90' Conc. Curb ��s #'S7r13 "o ` g3 $ Found flush o °" cy6 s 6'� 1 / (0 1 i �1 Island Mag Nail E `fir_ A$• 50.50 49.73 PK Nail If all rS W NE Comer To Center To Center 8 sl°nd Cum t NW38 de P p N. Side M°g Side Brick Column � C0� Concrete R/W Concrete R/W b 106th Street _ NW Side Pwp Brick Column a c,i Car. Post ��2670' South ^� Monument Monument NW Closing Cor., Sec. 3, T1 7N, R3E NE Closing Cor, Sec. 3, TIM, R3E Southeast Cor., Sec. 34, T18N, R3E East %4 Cor., Sec. 3, T1 7N, R3E West %4 Cor., Sec. 3, TI 7N, R3E Center of Sec. 3, T17N, R3E South % Cor., Sec. 3, T1 7N, R3E Northeast Car., Sec. 34, T18N, R3E z z " " io 18 N 89 33 49.06 i _E N_8_9'31 14.603 E N_89'33'20.738"_ _ E_ 265_5._50 10 NORTH. 52434.5090 11 NORTH. 49764.4770 12 TH. 49785.6137 16 NORTH.' 55021.4030 NORTH.- 55054,8900 NORTH: 52402.6890 NORTH.- 498028670 1323.26' 1324`.22' EAST 54319.3710 N EAST.• 49001.4680 N EAST• 51642.2335 QN EAST.' 49031.4450 N 17 EAST.• 53004.0950 N 19 EAST- 50339.9200 N 100 EAST.• 50282.7190 N 19 20 W�Sider Pw NE Cor. Cut 'x on oo r 1 nt 1 t�1 E. Ede g Base of Concrete Handrail pp Ma Nai! `r ° Speed 'gn Post Limit X838-61691 5 " SW Cor. SE Cor. Mag Nail 5 �, Wood Post `fir �• 12" RCP ,Qi3 A wp 001 N 1 0 c61 "?I 7� �� oo NE Cor Bent /a Rebar ao Top of /8 Capped Rebar '�_ a ° E N W N to O Me e Sign Found 1.0 Down X8.7• '�� -= Ma Nail Tree Stump Found 0.3 Down ,�� g 4- O cv f cvE 5 Ya Rebar = s Ca �* $ 0) °• c 1• Ma le Pos 270' 7?�S - o�- 9 ��d '`' '" v, 28 g 23 43 6 Found flush 19.20' Wood Cor, PPS p e r Found s "� ,r U /2 bi t 1 w 1 0 Side Pw 116th Street /8 Ca Rebar 0.5' U , o� c9' ,� °� 1 W 1 1 E 1 1 1 p Woad Posf JO Found 0.2 U P 275 `s' 1.0 Down �- 1 /2 °' gyp. x838-6169 116th Street ¢?�r0. 39.90' 88' v SW tI4 �' SW 1/4 "� SE �4 fi 27.89' W. Ede �' a '°` U rn� Section 34 M E ro- �,�1 ° 2�. ' �h o0 58" Capper s Stop ign '�b� Sec. 34 Sec 34 Harrison Mon. s�� 3i hr° 0 �y. Springmill ��• Rebar Set �: , 1 ►� Mi wc�nvr Q Found 0.1 Dawn •7g- Ma Nail Ma Nail 136 �' h� Streams Ma Nall Or° ' c �''- ►� °p W. Side Pwp h Mag Nail Nearest Face h Mo Nail To Center 60-1038 NW Comer N . Side Pwp Cut :Y' on W. Side Subdivision Chain Link Side PWP O �, Mag Nail �-I N Line "A" o� Ni P �% SW Side 116th Street Side Pwp Brick Column 178-103B NW Cor. NE Cor. NE. Rim of Clarid a Farm Wood Post Fence Post f 1�� 18-103-8 ° ° ° ° Bolt of 9. . $' Cor. Post Closing Dist. 01 © 1 01 F. Hydrant Bose of Concrete Hondrad Manhole Subdrltision c, , "A" 134 06' 1 z zr 1 East %4 Cor., Sec. 34, T18N, R3E 1 1 1 Sec. 34 T18N,R3E N 1 1 OPOT 90+45.34, 44.23 L#. Line A z z Southwest Cor., Sec. 34, T18N, R3E South /4 Cor., Sec. 34, T18N, R3E Northwest Cor., Sec. 34, T18N, R3E N/6 Cor. NE/4, /6 Cor., SW /, Sec 34,T18N,R3E OPOT 105+06. 15 28. 13' L#. Line 'V N 89.3229.092" E 2640.85' 12 3 1320.4_3' 1320.43' _ _ _ N 89'_3_7'45.674" E 266_1.69' NORTH- 49800.0200 NORTH 49753.0550 NORTH. 50243.5480 NORTH. 49957.2688 NORTH.• 50257.2639 NORTH. 50757.2557 NORTH.• 51257.2475 11 6th Street - 101 EAST 49929. 1470 Ni 102 EAST. 50581.8160 N 103 EAST.• 50291.0110 N 500 EAST- 50327.8349 N 501 EAST- 50329.5509 N 502 EAST 50332,4108 UN 503 EAST 50335.2708 j3N i i 2 Line ..g.. SW Cor SW Cor Mag Noi1 116th Street Mag Nail Mag Nail acs r 1 - r Closing Dist. Fence Post Fence Post W. Side y S Side Pwp Nail Ma Nail South Side ` x--------+x °r 1 v,1 117.23' Pw �e o 0 11689 East Side g I S.E. Cor. S.W. Cor. Mag Nail ai p a. �s �: 0 N.W. Side PWP �M 12) � `D PWP {I$M 1) ,.K , � Guardrail .r Guardrail S W. Side A .Q >n W In Fencepost $ Post Post PWP5) �?' �, `� .e cv x c. c c ��� I U r r 58" Capp d 5e' Capp 84' � 29p. cr a+_ ry0' J Mag Nail r� ,�� x a r o NW 1/4 1 1 r Rebar S Rebar Seed 49' ?�?2, c 15.15, Mag Nail Mag Nail Set x ''o- Mag Nail ?O Ma Nail Set ` `` N E /4 ,� 35. NW Cor c°i Mag No# N.W. Side N.E. Side 19.43 Mag Nail Mag Nall Set N.E. Car. x �O g Section 3 I Section 3 �� 5 " F& x Fence st S.W. Side y po 1 r M 1 �6 h a: tip` , oilbox �8 Capped `QO o Set Po Tree Roof 16�, p Fence st ?�, r 1 1 PK Nai! ti g6 a'� Top Center 9 1151 Rebar Set rn �, Fencepost '� ` �o Side Pw �0 ' �'' Bolt of 6� rn. �, a x N.E. Cor. a; �'• Cor, 0 � cr N.W. Ma Nail p F. dront a Ma Nail `1% m Guardrail Mag Nail g M N 15-103-B Nearest Mag Noll �, 9 0, Guardrail Face Fence W Side Pwp v x S W. Side Mag Nai! Post �' Post East Side o a N.E. Side r 1 1 116th Street Cor. Post ,�9-103-A Fencepost East Side $ PWP PWP PWP v x v � ca c>~ OPOT 101+52.56 28. 12' Lt. Line "B' OPOT 108+04.84, 24.07'Rt. Line "B" OPOT 94+86.06, 38.46' Lt. Line "A" P.O.T. 92+00.00 Line "A" P.O.T. 95+00.00 Line "A" P.O.T 100+00.00 Line "A" P.O.T 105+00.00 Line 'A" z z S 89'45'59.879" E _ 2639_08' S 89'5649.022" E - 2684_99' SURVEY STARTED -- SURVEYOR STATEMENT \���� `�Pt�f�Sti� ,s 8415 fast 56th St. HORIZONTAL SCALE BRIDGE FILE 03/09/2007 �` ,.•••••.,•F,o�i�� Indianapolis, IN 46216 CITY OF CARMEL 1"=50' Q'�`� RFp;�� PIA. 317.544.4996 COUNTY DESIGNATION SURVEY COMPLETED =�� No. U'= CONSULTANTS INC. FAX 317.544.4997 Hamilton THIS SURVEY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, IS i LS 29504001 : ' 04/10/2007 EXECUTED ACCORDING TO THE PROVISIONS OF TITLE 865 I.A.C. STATE of ::� RECOMMENDED FOR APPROVAL SURVEY 800K _ PLAN SHEETS _ 1-12-20 THROUGH 1-12-26 REGARDING ROUTE SURVEYS EXCEPT ' ��l •.NDtAN�'• '4.O ROUTE PLAT SHEETS THAT ANY DATA SHOWN REGARDING THE LOCATION OR DESCRIPTION ,9 y0�� 5 OF 37 '/�i�Q3uRV� ���`` LOCATION CONTROL ROUTE SURVEY CONTRACT � PROJECT i OF THE EXISTING PARCELS IS NOT A PART OF THIS SURVEY. /�j/off/11't�lttt11,`��� SIGNATURE q-it.o 2 OF 2 MARK A. SCHEP S, PLS DATE usi #2007-027 O O O O +75 'PR-Ai'STR. NO. 15 Manhole Type T-4 & K 369 of 18 RCP R d. �� i ® S 91+94.64 "A" 7'R-A2'SIR. N0. 16 �- Rim 862.45 ,, +60 CIN I� Q� O O O O Inv. 856.87 Inlet rype Inv. 855.00 49 of 12 RCP Req d. 'PRA1' SM. NO. 14 Sec. 34, T 18N, R 3E Rim 861.21 +65 CLAY TOWNSHIP Modified Hooded Catch Basin Type -10 I 1 �� � � Inv. 855:81 +13.1 A STR. NO. 17 14 of 15 RCP R d 15 C In/et Type 10 do HAMILTON COUNTY eq +1a4 SM. NO. 13 f ,, 1+57.07 'A" 52' of 12' RCP Req'd. TRACT Rim 861.26 Inlet Type -10 dry 91+67.47 "A° C 6 �,r ': 8.09' Rt. " " Rim 860.80 ANIMAL FARM, LL C Inv. 8,55.05 60 of 15 RCP Req d. 43.60 Lt. 91+46.70 A Inv. 856.00 Inv. 855.50 Rim 860.56 91+51.29 X" \£t 39.61 Rt M Inv. 855.24 : 77 �t: ,' 16f I \ +40 'pR-B2"STR. NO. 1 +28 -PR-Bl STR. NO. 11 w� _ Inlet Type -10 s:, l ! 6 \ P 80 of ' RCP Req'd. BEGIN CONSTRUCTION 8T of 15' RCP R 'd. L v Rim 860.31 LUCIUS 0. HAMILTON ' onstr. Limits Rim 8.59.61 STA. 2+17.86 OPR--B 1" Inv. 8.56.21 Inv. 855.56 104+15.41an�n Lifnit�; ��i s 91+04.50 "A" = STA. 102 -17.86 19 Inv. 855.51 69.54' Lt. P ? � 68.69 Rt. i Q , ID R Bt .5//[. N�. 10 26 1.06+65.46 I RCP Catch Basin dr �' ` z 39.42' Lt.," ' 101+20 29' of 12''�R CP Req'd. -' K _ 7 Curb Turnout Req'd. i �: 106+74 2 P.O.T. 109+00.00 'B' 30' Lt 87.95' of Incidental Construction Rim 857.75 % � �� &� � � Vii'� � � , Inv. 855.85 15 1 J �� /( 54.58 Lt 107+30 75' of Incidental Construction P.O.T. 101+00.00 'B' 16 i A a , 102+50 - C 7 '° a: �\ 25 Lt A , LAJ \_ 108+65 30 Gas Line Easment --._ +00 6 I � � ' ;' {j., �/ �� �; 30' Gos Line �a ment 25' Lf. 101+20.00 F 17 e N 25 ----- ------ --- ---------- . ._ . . 6 ___ t RL � 1o8t65.00 Extst R -�- , . ,_ _ Y - Exist R W r .+caner rrM�.Y..: -++f , .. .. ,. :'r , �� -�.. if-Arm -1�1E ���,f- aY rt��-. _._..... __ �- _...._ � ® _ --,-- � _. m v f _ W Re o e-., K 16 \ 6 K 8+� Section Line I UNE B UNE B E •PR- Remo 9+ 100 j I 2+00 ` Section Line I 1 16T STREET 3 _ _ ----------_sF C 15 A /� 7+00 I 116TH STREET _ t ,,,_��F ons#i-._ Lanus _ . .. _- _ i ---------- -- -► - 108+&5.00... 101+20.00 �----------- _ _____-- __ - - --_ _ xist R W - ------ ---- ---= �� __. A 15 _ 16 Constr imits Iy E --- cF --- Exist R / � R s� s C �. _ w. _- �, ,_ � 108+65 D 25 R , u _ 25 R � _ 1 25 Rt.103+50 SF107+05.K � 00 C urb T um out Req d25' -Rt 25.00' Rt. 101+20 104+22.19 � 25' Rt. 13.58' Rt. P s ` R - s+57.60 END CONSTRUCTION Q 3725' Rt. STA. 7+81.96 'PR-B2' THOMAS K. & +8,3.5 Mod. C 1I Drive R 'd. Rt. s sf = STA. 107+81.96 08' JEANNE W. ATK/NS W=92, L=5, R=10'010' :10'0 10 s,� \\ sF ROYAL MEADOWS, LLC +40 1°R-B3 SM. NO. 12 104+74.03 R P Sec. 3 T 17N R 3E Inlet Type J-10 & 38.46' Rt. - - -= =-- F +35 V-B4'STR. NO. 19 Q CLAY TOWNSHIP 55' of .12'RCP_Req'd sF--sF _SF Inlet Type J-10 Q +26.4 Class II OriHe R 'd. Rt."Jj HAMILTON COUNTY Rim 859.80 Harrison Monument Re 'd. 105+7242 72 of 12 RCP Req d. W6-18, L=0, R=15,15 Inv. 855.80 60.58' Rt. P.O.T. 105+50.00 'B' Rim 860.39 Incidental Construction Full Depth Payment = P.O.T. 90+17.81 'A' Inv. 856.39 Ina dental Construction ALL R/IY ON THIS SHEET TO BE A 5 SHOWN. c ALL ON THIS SNff T DESCR/BEP FRW N _1 UNE B UNLESS 07HEIRWI�SE NOTED. PW STA -p 4+25 rcr�/�S�TA -D 7+15 TBM#6-Cut"X" on Southeast Bolt of Fire Hydrant 370 feet west of the j� 865 EL& = 859.79 � of EL = 860.JO intersection of 116th Street and Clay Center Road, 25 feet north of the V 65 * STA. 4+71.08 PIT-BI S�TA�. 6"+09.97 of centerline of 116th Street_ _ - Existing Profile, Line "PR-B1" VC 75' ELEV. 860.50 ELEV.r 860.82 VC = 100 (N:49789-501 E:49953.481), OPOT 101+76.93. 17.28' Lt_, Line"B"_ ., ,. Elev. 865.353 ` ?_Lnn ,•►- �- __- - ;.ov.� Proposed Grade, Line PR-B1 --'=' =�,��� EJ�ID CONSTRUCTION 860 °- -`' '�"�"'-�- : .� ,.----� �„� Proposed Grade, Gne PR-B2 STA 7.+.81 96 "PR-B2' 860 BEGIN CONSTRUCTION - - .' - ` ' STA. 2+1Z86 *FR-81" Sp'I. 1' Bim. Ditch I?eq'd Lt!� -- _ °-- -�', 0".. 858.02 ELEV. 863.51 -� .pox 4+50 _ _ 1{+00 t l,)Y.0 d 857.62 -- �-3 xisting Profile, Line 7PR-B2" UNE "PR-B1" 857.75 0 i I ` - �� 855 855 111 Syd. Sodding Req d. Lt. LINE 4PR-B2a ~ y 8+50 _ C) t\ rn aa,p�j cop �. �, o cc� >Qr� 854.56 0 oo ao 0o aO ao°� ao -� 0 PW ;STA = 4+ 15 PW STA = 7+15 40 Syd. Sodding Req'd Lt. CD m EL& 859.96 EL& = 860.30 865 C - 75' 99 7,R-B4' t/ = 100' N STA. 6+10. 865 STA 4+62. 10 'PR-B3' MY 860.82 a Proposed Grade, tu'r� _,PR-B3" ELEV. 860.2Q - B`�_-- 0d50,� Proposed Grade, Line `PR-B4' 860 ___ ___ � _ 860 , ---- a, Exsting, Pro /e,o 4xisting Profile, Line PR-6_4 a Line PR-B3 ,W _ 0 , 855 855 UNE W-B3" LINE `PR-B4" fu a 1+00 2+00 3+00 4+00 6+00 7+00 8+00 9+00 0 • OP MULTI-USE PATH ���`i�iu�i��� HORIZONTAL SCALE BRIDGE FILE sF SILT FENCE .�``��( R. ,,'�'�%,� Q �,, l CITY OF 1" = 30' STRAW BALE DITCH CHECK CONCRETE APPROACH ® HMA OVERLAY / WEDGE & LEVEL FOR REFERENCES, ��`�c �isrER �'� CERTIFlED 8Y: 1 `� !/V 8/31/07 VERTICAL SCALE DESIGNATION a ❑ DITCH INLET PROTECTION D HMA APPROACH 15 COMBINED CURB AND GUTTER TYPE II SEE LOCATION CONTROL = �' No. ° `.�5% DATE CARMEL 1" 5' O O -. ROUTE SURVEY PLAT, _ PE19300399 AO TRUCK APRON © GRAVEL APPROACH 16 COMBINED CURB AND GUTTER TYPE III SHEET NO 5 STAIM °F SURVEY BOOK SHEETS „ " �NDIANP, DESIGNED: GRW DRAWN: cNC 116TH ST / CLAY CENTER RD © CONC. CURB RAMP, MOD. TYPE C (D INCIDENTAL / VAR. DEPTH MILL & RESURFACE 1� MODIFIED ROLL CURB %, 6 of 37 L CONC. CURB RAMP, MOD. TYPE "L" K HMA FULL DEPTH PAVEMENT 6 SODDING �����„t���� CHECKED: NCH CHECKED: GRW ROUNDABOUT INTERSECTION CONTRACT PROJECT 0 104+2219 "B" I + $ +28�\ See Previous Sheet +65 PR-Al 1'SlR. �. f4 � Q Q Q Q Q 13.58' Rt. $ \ -B- See Previous Sheet O 1� Q 1 �.' 104+15.41 B TRACT +40 *PR-83"STR. NO. 12 /� \\ 69.54' Lt. �I +75 pR Al"STR. NO. 15 AN194L FARM. LL C �' Lo (p TRACT � � 00 ANIMAL FARM, LLC See Previous Sheet \\ +1a4 A-SM. NO. f3 Q Manhole Type C-4 Q Q Q Q 4� O) See Previous Sheet 369 of 18 RCP Req d. +51. i v Rim 862.45 Replace as R d. for IL eP e9 \ ` 1+67 4 K 856.87 � � �) .., / \ 9 7 "A" In Stour ewer Construe ( 8 X 43.60' Lt. Inv. 8,55.010 -� � � � - r � x A" A {Y i , +90 - STR. NO. :. '�'R Al 20 ;: +50 'pR 21 15 RCP Catch Bolin y ,; ' ^,r F f - Manhole J'P,e ..t ;.,� , � Alo e T C 4 � t x ^, '.. //�//� 149 of 18 RCP w/1 Pipe NB" 2 ' of 12" RCP Req'd k f ._, 104+74.03 B R � End Section R d 38.46' Rt. '�`' i \ e9 91+� :2s "A" Rim 860.00 v Rim 860.15 <. 47.70 Lt. Inv. 857.00 / Inv. 851.29 6.3 Tons Revetment Riprop w A p r, ti. Mulct ; �. , � . 9 S y d . Geotexitles R e p d P.O.T. 90+1781 .A. P.O.T. 105+50.00 B / Ii t Rail ["re . r' Grass / /�/`/ o . R . . , _ a Constr. Limits Existng`it. Pavers 40' - ------------------------ ---------- ----- -*--' ------ - - - - -- ------ ---- ----------- - B - I / /1 LU 4' --- 3 P s:. r ZZ P t , °�7 _ B 93+00 94+r ,. 00 ,_ 96+00 UNE PR-A _ _ 97+00 98+00 Section Line +� t I 9 +00 92+ 93+00 � ���hoit. I 94+DO CLAY CENTER ROAD 95+00 96+00 LINE A 97+00 98+00 I �Y ,.. 1 i � SF SF S� -- SF- - ---- - �--...,: �- ., ..r�.. ¢� Constr. Limits-� sF .5f- SF; Sf'-----r �.c r'F R1W 92+75 NA 0 n , 105+72.42 B ' 10.46 Rt. 20.00' Rt. � t 60.58' r.. , - - +so 'pRA2"STR. N0. 16 v B See Previous Sheet RED ._ e- < \ - r -- a. \ I 1+5707 "A" Woll V 38.09' Rt 1+04.50 "A" P.O.T. 92+58.46 "PR A" 68.69' Rt " " , P.O.T. 92+58.46 A , 3.60 Rt. 1+46.70 "A" 39.61' Rt. Sec. 34, T 18N, R 3E NO 19 \\ // +13.1 "A"STR NO 17 +70.0 Class 1T Drive Read. Rt. CLAY TOWNSHIP +35 '?'R-84 STR. \ I W-21 , L=6, R=25,15 LUCIUS 0. HAMILTON HAMILTON COUNTY Inlet Type J-10 & 106+5760 See Previous Sheet � 37.25' Rt. 06+65.46 "B" +40 7)R-BrSI R. AV. 18 \ 59.42' Lt. See Previous Sheet ` " " Full Depth Payment Resurface and Widening0� 06+74.27 B 54.58' Lt 107+05.00 "B" \\ + 25.DO' Rt. $ i ALL R ON THIS SHEET TO BE SMOWN. h ( PW STA = 93+00 ALL R av THIS SHEET DESCRI FROM ELEV - 864.73 LINE R A UNLESS OTH&WISE W07ED. STA. 1+21.8Q "�R-A1" PW STA 1+75 {/C = f50' PW STA = 95+55 PW STA = 97+75 865 ELEV 861. k " �1 EL I = 859.25 EL I = 845. 17 865 EL 861. 17 0 Exist/ng Profile, Line PR A 1 `- '"� VC - �. -- .--� VC = 100' VC = 300' 0 60 i"'� �°--- Existing Profile, Line "PR-A" TBM 1 -Railroad Spike set 1.0 foot up In east side of Power Pole 860 Proposed Grade, Line "PR A 1" +0.50X - _ - °'-- _ � #8-103-A, 760 feet south of the Bridge over Clay Creek and 15.5 feet west of the centerline of Clay Center Road per USI Project 2002-161 --- S . m. Ditch . . LINE 'PR-A 1 1 1 8t~ 860.00 p Dit Rd Lt 9 861.10 '5+0 �"e_ (N.49993.482 E:50313.049), OPOT 92+36.13, 14.99 Lt_, Line "A o Elev_864.108 658 78 `�- ._ 3Rn9. Q -- �,��� � Sp'. 1 ' Btrn. Dfich RPiq'd. Lt. \�', v6 855 ` .��. 855 M - ``- -----, �� 5+T5 �' LJ -------_ - �_�`o��� r ~'°� Proposed Grade, Line "PR A" ,. . 1155.93 �� g PVC STA = 1+75 ---- _a �_�.'. 850 Ln EL& - 861.54 865 VC 75 4348.18 �- - 845 0 STA. 1+20.42 �/ -A ~ CEXiSting Profile_, Line "`PR-A2" �7+75 -� 0".. 861.22 - +2. F 0.50 �-''"' W 275 of Paved Side Ditch Req'd. Lt. n Proposed Grade, Line `PR-A, " - 860 I I 82 SYS of Sodding Req'd. Lt. a 840 CL UNE .PR_A2. Q - - o UNE PR A a 855 l j 835 r� 0 � � °� � � N N � ") O � O a co co �D �D cp cp cp cp cQp DO �cp N ^1 Q Ott� O� ►� Op o 00 °D QO a0 QO QO oO CO op o0 0� a0 0� 00 Op a0 �5 ca Op CO a 1+00 2+00 93+00 94+00 95+00 96+00 97+00 98+00 0 r�P MULTI-USE PATH " a�uiiva��, HORIZONTAL SCALE BRIDGE FILE sF SILT T FENCE �.�X L( R• I �'','%, J CITY OF 1 = 30' STRAW BALE DITCH CHECK CONCRETE APPROACH HMA OVERLAY / WEDGE & LEVEL FOR REFERENCES, ear '_.�.- fp Y� ceRn�r�a sY: kR. UV 8 31 07 SEE LOCATION CONTROL = "�` :�5 I. DATE CARMEL VERTICAL SCALE DESIGNATION DITCH INLET PROTECTION DO HMA APPROACH 15 COMB/NED CURB AND GUTTER TYPE IT _ No. _ _ 5 ROUTE SURVEY PLAT, _ PE19300399 AO TRUCK APRON © GRAVEL APPROACH 16 COMBINED CURB AND GUTTER TYPE 1ZT SHEET NO. 5 = STME. °F = SURVEY BOOK SHEETS �C CONC. CURB RAMP, MOD. TYPE "C" (D INCIDENTAL / VAR. DEPTH MILL & RESURFACE 1� MODIFIED ROLL CURB '',�'' "`4...lANr.. DESIGNED: GRW DRAWN: CNC 116TH ST / CLAY CENTER RD 7 of 37 © CONC. CURB RAMP, MOD. TYPE "L" OK HMA FULL DEPTH PAVEMENT © SODDING CHECKED: NCH CHECKED: GRW ROUNDABOUT INTERSECTION CONTRACT PROJECT Q) Q, °o °o °o °o °o °o ° ° � � °0 0 N 0 0 ``� `° � TRACT la ANIMAL FARM, LL 27.5 Tons Revetment Rim END PRWECT TNACT-Z J2.4 Tons Revetment Ripra p wl RONALD & LINDA ANIMAL FARM. LL p wl STA. 101+00.00 APR-A'o R Syd. Geotexitles Reqd GLANZAM 44 Syd. Geotexides Reqd. STA. ILV+99.98 'A's 1.94 RT. A 100+00 P.I. 99+09.92 PR-A" 57' Lt P.I. 101+45.01 "PR-A 100+50 A 00'30'00 Rt. Al 00"30'00" Lt. CL 57' Lt. P.O.T 99+09.92 'OA 3.60' Rt. P.O.T. 101+45.00 "A 1.55' Rt. P.0.T. 102+50.01 "PR A' 99+10 101+10 PAT 102+50.00 'A", 1.55' Rt. 40' Lt 35' L It d" ............. 35 RI Constr. W- Limits Gas Line Easment 101+90 P.O.T. 103+00.00 "Am 0 SF Proposed Guardrail J5' L r r r r 101+90.00 W 1A so 98+00 LINE T-A 7 9 1 0q 101 00 1 102+00 98+00 99 00 LINE `V�s 101 00 1 102+00 CLAY CENTER ROAD 103+00 Section Line--"s UNE '%A!!�, 104+00 105+00 106+00 107+00 X- Constr. Proposed Guardrail Limits SF-- 101+90.00 9 01 0, 99*00 F 0;101 10�+" SF-� +F P Sl--qF SF-SF-SF 20 N, 101+90 35 RIW-� 99+50 25' R4. 35' Rt. 9 +J0 JO' Rt 8+JO 85 of Incidental Construction 0 rc I 35' Rt 99+70 502 M. +02.4 SM. NO. 22 44' of 14' x 5' WILL CREEK 71 100+15 150' Rt. Concrete Box CuAiert Inv. 843.00 (Upstream) 20.8 Tons Revetment Ripm Inv. 842.50 (Downstream)Ci D pD 28 Syd. Geotexitles Reqd. 8.8 Tons Revetment RipTp wl 12 Syd. Geotexkles Req'd SCOTT A. JONES Sec. 34, T 18N, R JE CLAY TOWNSHIP HAMILTON COUNTY Resurface and _Widening Full Depth PGvment O Incidental Construction 0 (z) Q) AL RIW ON THIS SHEET 70 BE AS SHOWN. rn Q) AL R Y ON THIS SHEET DESCRIBED FWM LINE PRA'p UNLESS OTHERWISE NOTED. PW STA = 10 +30 P14 STA 101+25 TBM 3- Railroad Spike Set 2-5 feet up on southeast side of Power Pole#13-103-A, 70 feet south of the Bridge over Clay Creek, 16-5 feet west of the centerline of Clay 865 865 ELEV 851.29 ELEV 852. 15 Center Road per USI Project 2002-161 (N: 50680.038 E: 50315-495), VC 80' VC 110' EL=848-84, OPOT 99+22.69, 16-47' Lt-, Line"I 860 END PHWECT STA. 101+00.00 NPR A" 860 Type OS End Treatment -Re q'd. 181.25 LFT W-Beam Guardrail, Rt. Type OS End Treatment Re 'd. EL R. 852.04 4 855 855 7! SR 101+85.00 'PR A' C=) M 850 Proposed Grade, Line "AR-A . ,7Af)X S". 854.66 CIO rExisting Profile, Line 'PR-A" 850 C) C) + 84.5 LA 845 0 SO. 1' Btin. Ditch fieqd• Lt., 99+90 844.iu- 840 840 Q) Type OS End Treatment 181.25 LFT W-Beam Guardrail, Lt. Req'd. , e OS End Treatment Reqd... LYR -0 C 83 LINE `PR- 4" 835 C in p -4- 2 LO 04 LO c6 '* 10 0000 00 0000 00 ca 1 kQ00 U005 02 2 00 00 00 00 00 00 0 C 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 0 �� OP HORIZONTAL SCALE BRIDGE FILE SF SILT FENCE MULTI-USE PATH oN L( CITY OF 11" = 30* C) MM STRAW BALE DITCH CHECK CERTIRED VERTICAL SCALE DESIGNATION ❑ CONCRETE APPROACH HMA OVERLAY Y / Wf DGE & LEVEL FOR REFERENCES, ­i 4!�"% kR. ;­0 y. pA QA 8/31/07 SEE LOCATION CONTROL DATE CARMEL DITCH INLET PROTECTION 4W:---4W No. CD HYA APPROACH COMBINED CURB AND GUTTER TYPE 1T 5* ROUTE SURVEY PLAT, 'PE1930C)399. AO TRUCK APRON ir. STME OF SURVEY BOOK SHEETS GRAVEL APPROACH COMBINED CURB AND GUTTER TYPE SHEET NO. 5 DESIGNED: GRW DRAWN: CNC 116TH ST CLAY CENTER RD of 37 8 CONIC. CURB RAMP, MOD. TYPE "C" CONIC. CURB RAMP, MOD. TYPE I OlINCIDENTAL VAR. DEPTH MILL & RESURFACE MODIFIED ROLL CURB /if I-i.I 1 10% CHECKED: NCH CHECKED: GRW ROUNDABOUT INTERSECTION CONTRACT PROJECT 0 HYA FULL DEPTH PAVEMENT SODDING I I 12' 2' 92+82.44"PR-A" 92+75.20"PR A" e R 12.oo' Rt. P.Q.T. 2+58.46 "PR A2"- P.T. 2+58.46 "PR A 1"_ � ''K P.O.T. 92+58.46 "A" 3.60' Lt. CURVE DATA P.O.T. 92+58.46 "A" 3.6' Lt 12.0o Lt. Z N 50015.7515 N 50015.7515 P.I. 2+33.05 "PR-Al" E 50324.5687 � E 50324.5687 LIGHTING A _ 5'17'56.36" Lt. j P.T. 2+54.02 "PR A2"= R - 550.00' "A" 3.60' Lt. QUANTITY LEGEND T = 25.45' P.O.T.O 92+54.03 L = 50.87 P.I. 2+33.05 "PR A 1" N 50011.3165 2 0 CABLE DUCT MARKER ' & = 5@17'56.J6* Lt. E 50324.5434 E = 0.59 =P.O•T. 92+33.01 "A" 3.6' Lt. 159 2" GALVANIZED STEEL CONDUIT SE = NC N 49990.3005 ---- 555 4- 1/c 14 COPPER IN PLASTIC DUCT E 50324.4234 3 G----O STREET LIGHT ASSEMBLY R = 550 R P.1 2+14.01 'PR A2" CURVE DATA = 550' � Rt Rt. 1 ® TYPE IT SERVICE POINT (1201240 VOLTS) v � = 8'= P.O.T. 92+2l'3.59" "A" 3.60' Lt. P.I. 2+14.01 "PR-A20 » " N 49971.1641 = 8"21'3.59" Rt. 340 = _ _ = 4 PVC CONDUITS P.C. 2+07.59 PR Al = I V E 50324.3142 R = 550.00 1 CONTROLLER CABINET AND FOUNDATION, P1, MODIFIED P.O.T. .9716 67 "A" 5.95' Lt. T = 40. 15 N 49964.9716 1 O HANDHOLE E 50321.9283 2+01.00"PR-A2" L = 80. 16 E = 1.46 15.35' Rt. i SE = NC '2"-0118 2+01-00 P.C. 1+73.86 "PR A2"- "PR-A I" P.O.T. 91+74. 15 "A" 2.23' Rt. CURVE DATA 5' Curb Toper (Typ.) 1+90.09"PR-A2" N 49931.4042 » P.T. 1+59. 12 "PR A 1'� 0.00 Lt. E 50329.9190 P.I. 1+40.68 OPR A 1 » » 1+so.00"PR-A 1" • 6 Toper (Cone) P.T. 1+24.32 "PR-A2'- 0 = 21'2256.45" Lt. P.O.T. 91+59.40 A 10.43 Lt. (6" to o") " " " " N 49916.7298 0.00 Lt. lV 1+41.27 PR-A2 P.O.T. 91+25. 14 A 9.43 Rt. R = 100.00 E 50317 1759 � 16.00' Rt. N 49882.3522 T = 18.88 1+6J.02"PR-A 1" J E 50336.8337 L = 3732' 16.79' Lt. 1+43.95"PR A2" » E = 1.77' 1+56.36"PR-Al" P.I. 1+22.37 OPR A2 CURVE DATA 24.00 Rt. p = 2 58 44.88 Rt SE = NC "PR-Al" 1744' Lt. � ' " P.l. 1+22.J7 "PR A2" P.I. 1+40.68 1+48.50"PR A 1" __ __ =P.0.T. 91+2J.21 "A" 9.71' Rt. A = 2'5844.88" Rt. = 212256.45" Lt. 25.95' Lt. N 49880.4210 ' =P.O.T 91+40.60 "A" 12. 17' Lt. +� E 50337.1059 R = 75.00 N 498979415 � T = 1.95 E 50315.3251 L = 3.90' P.C. 1+21.80 "PR-A 1"- I P.C. 1+20.42 OPR A2"_ E = 0.03' P.O.T. 91+23.73 "A" 20.65' Lt. s 1 P.O.T. 91+21.29 A 10.09 Rt. SE = NC N 49881.1212 N 49878.5065 E 50306.7516 `` � / _ � E 50337.4782 P.O.T. 6+09.97 "PR-B2"- CURVE DATA \ R P.O.T. 106+19.34 "B" 45.63' Lt. P.I. 7+02.83 "PR-82" \ N 49821.2680 0 = 30*00'0.00" Lt. » » \ E 50395.7655 R = 250.00' P.Q.T. 4+71.08 RR-B 1 = , P.O.T. 104+63. 19 "B" 52.64' Lt. " " ; \� 106+11.37"B" P.C. 6+35.84 "PR-B2` T = 6699' CURVE DATA N 49827.0246 104+6226 B � �� � 71.01 Lt. P.O.T. 106+41.74 9 32.69 Lt. L = 130.90 E 50239.5658 i i �� N 49808.5118 E = 8.82 » " 69.44' Lt. 91+17.95"A" �- " P.I. 3+24.51 PR-B1 E 50418.2740 SE = NC P.O.T. 2+17.86 OPR-B1 = p = 21'08'40.68" Lt. " " �'- 16.73 Lt. �I 91+16.60"A" P.0.T 102x.1786 '94" 1.00' Rt. 4+15.71 " ., 4+40.61 PR-B 1 ___ _ , N 49771.4266 R = 500.00 P.T. PR-B1 - 24.00' Lt. I - 5.34 Rt. ` " " » E 49994.6723 T = 9`332 PO.T 104+11.55 IB 32.66 Lt. j j \ 6+43.57 PR-B2 P.I. 7+0283 'PR-B2 1789 Lt. 0 = J0100'0.00" Lt. » » N 49806.6393 cr_ _ L = 184.52 » » , E = 8.63' E 50188.0869 � `� � P.D.T. 7+81.96 PR-B2 = P.C. 2+31. 19 "PR-B 1~ 4+07.34"PR-B 1" i 6+46.19"PR-B2" N 75.48°3s+99.76 B 0.80 Rt. P.O.T. 107+81.96 "B" 0.80' Rt. SE = NC , i 25.82 Lt. N 49776.1415 P.O.T. 102+31. 19 "B" 1.00' Rt 15.93 Lt. / � /� �\ �\\ E 50476.5529 E 50558.7530 a N 49771.5333 ,p E 50008.0004 �,, a, �� 105+40. 10 "B" �� � » » P.T. 7+66.74 PR-B2 M �� } 25.56' Lt. \ u- . » " » + / \ PAT 0.T. 107+66.74 9 0.80 Rt P.I. 3+24.51 PR-B1 0 o • / " " 106+13.43 0B" ►�� N 49776.0197 C) = 21 08'40.68" Lt ,�, R�B1 104+68.45 B 41.32' Lt. + \ E 50543.5381 M =P.O.T. 103+24.51 "B" 1.00' Rt. UNE P 4772 Lt. ;K �\ �� 0o N 49772.2802 E 50101.3198 _ _.._.._.._::_. I - _ R - 75' ° 2+17.86"PR-B 1" I R I / .a " " = 75 I � �/ ^ 7+81.96"PR-B2" ° 12.00' L t. 3+75.00 PR-B 1 'P I " " N 104+65.78 B F •, , 12.00 Lt. 0.00 Lt __ sr- 15.53' Lt. _ _ _. _.._._ _ _ ' �1'��; 6 Toper (Conc.) h� - / 106+07.44"B" l � (6" to 0") � ; ; � � / �� �`OQ 7+05.00"PR-B2" 4+00 ; ; 7.48' Rt. / 0.00 Rt. 116TH STREET° - ' ' , N 3+� -'' LINE - _ ; = `� LINE .B. l i s"to o°(cons.)-->-__ �' 8+00 2+00 - __ / 7+- 00 116TH SRET 4"PR B4 7+04.8 3+75.23"PR-B3" � , 0.00' Rt. cc Rt rp- u 2 "PR-B3" Ma \` \ R 7+42.08"PR-B4" `O + 7 � " 12.00' Rt 2+31 12.00' Rt. 4+02.71"PR-B3" 0 12.00' Rt. 12.00' Rt.P.Q.T.T. 2+87.35 "PR-B3"= P.T. 7+22.30 "PR-B4"_ P.O.T. 102+87.23 IB 2. 15 Lt. P.C. 4+16.10 19R-B3" �' 104+86.24-'B" , 6+43 9s"PR-84" " " , N 49775.1328 P.O.T 104+15. 18 19 16.58' Lt 26.63 Rt. ` 21.25 Rt. P.O.T. 107+22.30 9 0.80 Rt. E 50064.0191 N 49775.6640 a, N 49790.5887 " " " " ° E 50191.8430 4+34.71 PR-B3 P.T. 4+62. 10 PR-B3 = P.l. 6+66.88 R-B4 E 50499.0983 20.91 Rt. » � ___ � �� � = 12 45 1798 Rt. P.Q.T. 7+66.74 "PR-B4`- CURVE DATA " " N• 9785. 04460.45 "$ 11.24 Lt. _______-- v, = P.O.T. 106+66.42 V 0.80' Rt. P.O.T. 107+66.74 "B" 0.80' Rt " P.l. 4+39.52 PR-B3 E 50237.1580 105+66.45"B" o N 49775.2167 N 49776.0197 P.I. 4+39.52 "PR-B3 E 50443.2149 E 50543.5381 G) = 26'21'8.62" Rt. & = 26021'6.62* Rt. " 44.66 Rt. CURVE DATA R = 100.00' = P.O.T. 104+38.44 '� 19.21 Lt. ^N 49793.4008 P.C. 6+10.99 *PR-B4"= Al. 6+66.88 OPR-84" �� P.O.T. 90+17.81 "A" P.0.T 106+11.91 "B" 13.14' Rt. A = 12'45'17.98" Rt. T = 23.4 f E 50215.0839 R = 500.00' L = 45.99' = P.O.T. 105+50 "B" E 50388.8093 T = 55.89' E 2.70' N 49775.0849 , � SE = NC E 50326.7949 L = 111.31 Ln E = 3. 11' SE = NC N L 111tiRllillill, CITY OF HORIZONTAL SCALE BRIDGE FILE Co CERTIFIED BY: � 8/31/07 VERTICAL SCALE DESIGNATION € ' No. DATE CARMEL N/A PE19300399 CD 116TH ST / CLAY CENTER RD SURVEY BOOK SHEETS STATE DESIGNED: GRW DRAWN: CNC g of 37 i CHECKED: NCH CHECKED: GRW - INTERS CONTRACT PROJECT ECTI ON AND LIGHTING DETAIL IL i Scale: 1" = 5' Profile Grade along Line "PR—A" Pavement Elev. 846.50 8'4336"' I T/Wingwoll Skew Rt. 77771- o, �4 Structure Backfill Elev. 849.00 Limits (Typ.) T/Wingwoll � � t Structure Elev. 845.90 T/Wingwoll 14'-0" Span x 5'-0" 4 Rise Precast Box Culvert 4 a o 1 Elev. 842.75 ® 1 Sto. 100+02.42 "PR—A" W—Beam Guardrail (6'-3" Post Spa.) -{.___ i Elev. 849.00 1 T/Wingwoll ----- ---------------------- -- ----- -{----- -- --� ---------------------------------- 1 N — — 12" Compacted Aggregate 1'-0" 14.-0" 1'-0" --___r a - - ,o 16'-0" 1 P-6 op - -�- J SECTION A A Af, 1 — 1 --_ , JA i 16' Headwall NOTE P.O.T. 100+02.42 "PR A" v q, Wingwoll Backfill shall N o be at a 1:1 slope. Q — --------- ———————————— — ---I-------------------------- C ' O M co c oN Qt Structure 14'-0" Span x 5'-0" 1 I III y III Rise Precast Box Culvert U -f___ 1 ------------------------ — --- ---------I X ---- rt--- -- --------\-W—Beam----------------------------- l Guardrail (6'-3" Post Spa.) Elev. 848.50 135 0 0 Elev. 84300 West T/Wingwoll 1 (Typ') Elev. 842.50 East v o Elev. 848.50 m T/Wingwoll v U nr 4 18 Revetment Riprop °% over Geotextiles Elev. 845.75 Elev. 846.50 SECTION B-B T/Wingwoll T/Wingwoll " Scale: 1 = 2 Ln 2 ,B v 0 0 a 0 B a 0 CD ````���auii����� HORIZONTAL SCALE BRIDGE FILE R %, ' CITY OF As Noted �,�ST�Q; �'� r\ 8/3107 VERTICAL SCALE DESIGNATION a _ W..�� N ERE•O. /�.= CERTIFIED 61r: ' DATE CARMEL C> = �j PE19300399 BOX CULVERT DETAIL SURVEY BOOK SHEETS Ln D1 N ��� � � DESIGNED: GRW DRAWN: CNC 10 of 37 ID A„'�����`���```` CHECKED: NCH CHECKED: GRW 116TH ST CLAY CENTER RD CONTRACT PROJECT 860.75 cf C� N 49881.J7 T s E 50284.9525 lt�� 860.66 ��" cr- N 49873.3447 861. 18 6E 50279.0037 A, N 49878.3126 N49875.9579 860.56 �' E 50306.4404 E 50358.7156 N 49865.9458 V 861.28 E 50272.2825 861.19 N 49875.4326 v 860.79 860.45 N 49876.1253 E 50336.8169 N 49867.5208 N 49859.2549 E 50307.8881 E 50364.0698 861.29 E 50264.8564 861.20 861.25 N 49873.7500 860.73 860.34 N 49875.3178 N 49875.4593 861.30 E 50333.7868 N 49859.8704 E 50310.6384 E 50320.6300 E 50370.4981 N 49853.3387 j N 49874.2713 E 50256.7993 `p�' ° E 50330.5517 860.67 860.26 861.48 0 N 49853.1424 N 49848 2566 LO '\ E 50377.8863 E 50248.1919 861.38 N 49857.5608 N 49856.6048 E 50316.2295 861.55 860.61 _860.20 �s 861.24 E 50306.2882 N 49856.7669 861.50 N 498474563 N 49844.0591 °g N 49853.9283 ________ E 50326.1851 N 49854.2477 �� E 50386.1034 860.55 E 50239.1200 E 50296.6663 ----- _-- _, E 50335.8493 `�' N 49842.5085 860.02 861.09 861.40 E 50394.7934 N 49837.8223 N 49849.6135 ��� ��� N 49850.0802 E 50223.3759 E 50287.6593 ��' �\ E 50344.9254 N 49834.1406 861.30 E 50214.0783 ?s 860.94 N 49844.3927 �s N 49843.7928 / E 50353.1349 E 50279.5436 861.20 i N 49837.3595 860.90 E 50360.2256 N 49836.6450 i 860.48 E 502725685 � �� 861.20 _ N 49824.9164 / N 49829.1967 860.49 E 50244.6999 E 50365.9799 N 49826.9851 860.80 / 860.84 E 50242.6074 N 49828.3894 / �� 861.20 N 49821.0881 N 49820.1548 E 50391.5329 /8�= E 50266.9480 / \\ E 50370.2212 860.85 860.72 N 49819.4559 860.83 N 49819.2796 / VK \\ E 50390.1576 E 50393.6788 E 50262.8547 / W \ 860.86 860.47 Z \ N 49816.9158 N 49822.1541 E E 50389.8895 E 50244.8692 / � \ 861.25 860.41 / \ N 49810.5114 N 49812.4141 I II E 503728191 E 50242 6364 I 860.92 E� 860.64 I II N 49807.0402 116 ' N 49809.5952 I E 50391.4138 862.64 N E 50260.4143 I 498 .5627 I 861.30 E 50301616. 860.34 I N .6941 I N 49801.4918 I >>6j� N 49802.4638 I E 50373.6865 E 50241.7182 860.98 S F� 860.56 I N 49797.0495 N 49799.6335 I 90+43.23 I E 50391.6118 E 50259.7017 10.25' Lt. I 861.30 860.26 I I N 49792.4487 N 49792.4797 I I E 503731136 E 50242.1309 ; j 860.98 N 49787121J 860.47 l E 50390.4798 860.22 N 49789.7003 \ l 861.30 116TH STREET N 49786 5912 860.24 E 50260.7387 \ l N 49782.7258 E 50241.3614 N 49789.7565 \\ E 50370.8314 E 50242.4720 860.43 N 49780.1006 \\ / 860.92 a E 50263.4935 \ / N 497774316 E 5088.0380 861.24 860.42 \\� LINE ss N 49773.5505 o / E 50366.8871 o N 49771.1290 / C) E 50267.8816 / 860.86 // N 49768.1526 6TH STREET E 50384.3298 a 859.98 860.50 \� i i 861.20 N 49766.3191 N 49763.0611 \ 860.83 238.4909 E 50273.7682 / E 50361.4020 N 49766.3076 E 50383.8951 N 49762.7501 86 49761.2341 860.60 \ i 861.24 860.84 �° N 49757.9439 N 49764.3828 m 7. 40967 Vv E 50280.9726 \\ E 50354.5443 E 50384.4046 n 860.18 861.30 c 49755.3155 860.75 N 49751.9917 E 55.1519 N 49750.5914 -- E 50346.5246 r' E 50289.2737 ___ ___ 861.36 860.28 860.90 N 49747.5306 s B 49748.6222 N 49746.5725 E 50337.5891 v 861.30 0 861.05 N 49744.6976 �' 860.50 E 62.5759 E 50298.4166 861.20 ,T c N 49744.2111 E 50328.0122 N 49746.6642 0 N 49743.5797 860.38 ,�o E 50308.1206 E 50318.0878 860.57 E 503 ru w 49741.8971 t 860.66 N 49743.9694 E 69.9677 N 49741.0825 E 503 � 860.75 E 5037 860.48 N 49738.0047 g 49736.2061 860.84 _E 503 6 v E 278.1813 N 49734.7373 a� N 860.58 860.93 g N 49731.6575 N 49731.281 0 287.0786 861.00 E 503 20 0 860.68 N 49728.097 N 49728.3320 860.93 E 503 85 a 50296.5016 6N 49726.2888 N4� 1705 25.5640 E 50326 0 0306.2831 E 50316. w LA C a o R CITY OF HORIZONTAL OSCALE BRIDGE FILE �G.... F"t CERTIFIED BY: �� UV 8/31/07 VERTICAL SCALE DESIGNATION No. DATE CARMEL a N/A �PE19300399 srAIE OF DESIGNED: GRW DRAWN: Gi '�, �tiD I ANr . ��� CNC 116TH ST CLAY CENTER RD SURVEY BOOK SHEETS / 11 of 37 CHECKED: NCH CHECKED: GRW INTERSECTION GRADING CONTRACT PROJECT S S $ S S $ $ g g w w O O O 6 94+00 v U LEGEND 46 46 O7 Line, Thermoplastic, 2' Dot, 2' Skip, White, 8" ® Transverse Marking, Thermoplastic, Crosswalk Line, White, 24" 93f 1116TH ST O9 Transverse Marking, Thermoplastic, Yield Line, White, 18" x 29346V 12' 12' +82 34 Transverse Marking, Thermoplastic, Crosshatch, Yellow, 12" W2-66,, W16-8, W13-11((15 MPH)15 92+55 "A; 46 Line, Thermoplastic, Solid, White, 4" 4 4 O Line, Thermoplastic, Solid, Yellow, 4" * City of Carmel Standard Drawing 10-8A, Street Sign Detail ' ** Bottom of this sign is to be constructed 4' from ground level. Sta. 91+89 'A; Lt R4-7 34 Sta. 91+65 "A; Lt +02 +02 W11 2 SPEED Sta. 92+00 "A ,, Rt. LIMIT 92+00 R2-1 3 0 YIELD Sta. 91+34 •A, Lt CLAY CENTER RD R1-2 It , ,t Sta. �05+94, Lt. 8 8 OW WAY Sta. 90+91 "A; Lt. ��� 4 Sta. 105+84, Lt Sta. 106+70, Lt. R6-1R** _ R6-1 R** W11-2 Sta. 106+30, Lt YIELD 1116TH ST sta. 91+1s 'A; Lt _____ R1-2 91+010 10-8A* o Sta. 107+05, Lt. \ R4-7 Sta. f03+86, Lt. �X ` 00 C6 SPEED R4-7 /� OI�E WAY 7 ` At_ T LIMIT sta. 102+00, Lt }� 2 `� ', ' CLAY CENTER RD 1 1 Sta. 104+93, Lt. �J `� Sta. 107+70, Lt R6-1Rt* j �4 W2-6, W16-8, W13--1(15 MPH) 1 13 46 46 M.P.H. o Ln o + 4 34 4 w • N �� 9 :1 N c UNE e 4 4 N 4 A 116TH STREET 4 N oho `� l�J c 46 - 46 Y ° Sta. 1 a3+00, Rt W2-6, W16-8, W13-1(15 MPH) Sta. 107+80, Rt. Sta. 104+20, Rt. Sta. 106+05, Rt R2-1 W112 10-&4* [116TH ST SPEED YIELD Sta. 104+52, A LIMIT R1-2 3 rj U F ro CLAY CENTER RDA 0 a 15 0 M.P.H. 0 W c a 7 N ,,,,,, CITY OF HORIZONTAL SCALE BRIDGE FILE R � 1~ = 30' •� t§t ' Q, VERTI CERT1FfE0 8Y: 1 ` I/V 8/31/07 CAL SCALE DESIGNA No. ° '= CARMEL rloN _ _ DATE PE19300399 = N/A rA AIE DESIGNED: GRW DRAWN: CNC 116TH ST CLAY CENTER RD SURVEY BOOK SHEETS / 12 of 37 PAVEMENT EN T M CONTRACT PROJECT CHECKED: NCH CHECKED: GRW MARKINGS N GS AND SIGN S S $ $ S + C o S � 46 T T T T T 46 4 N o CLAY CENTER ROAD 4 N o 4 w T_ �— 4 N o0 46 46 Q co 0 00 0 0 N_ 0 M 00 Q N C J Ql C L2 V1 C i f0 C E LEGEND a O7 Line, Thermoplastic, 2' Dot, 6' Skip, White, 8" o ® Transverse Marking, Thermoplastic, Crosswalk Line, White, 24'" U9 Transverse Marking, Thermoplastic, Yield Line, White, 24" 34 Transverse Marking, Thermoplastic, Crosshatch, Yellow, 12 46 Line, Thermoplastic, Solid, White, 4" 0 ® Line, Thermoplastic, Solid, Yellow, 4" v 0 v m H 0 w c ra HORIZONTAL SCALE BRIDGE FILE c ' CITY OF VERTICAL SCALE ,���i' 8/31/07 T N A DESIGNATION �� ST '� CERTIFIED e,r: ' " `� CARMEL o ": �,G� ��../ DATE SHEETS 0 = SURVEY BOOK C) = PE193o0399 = DRAWN: cNC 116TH ST / CLAY CENTER ,3 °f 3' STA _ 4 DESIGNED: GRW CONTRACT PROJECT CHECKED: NCH CHECKED: GRW PAVEMENT MARKINGS & SIGNS Ln STRUCTURE DATA TABLE LOCATION o FLOW Li N E o w MANHOLE INLET _ '` < J z 11-111,.. o z o w � � _ 0 a z w a- CATCH BASIN, OR 0 � � Y �- O o 0 � ~ c(n L SIZE w v w UP DOWN Q w : w REMARKS STATION w o o w SPECIALTY � m m U) STREAM STREAM � z I- J z -j o' � wo STRUCTURE m z z w o � Y C/) m In. Ft. CYS ELEV. ELEV. 10 4+00 "PR-B1 " X 12 RCP 15" Pipe Catch Basin 29 5.9 855.85 855.51 85775 11 1 & 2 11 4+28 "PR-B 1" X 15 RCP Inlet Type M-10 87 33.3 855.51 855.24 859.61 13 1 12 4+40 "PR-B3" X 12 RCP Inlet Type J-10 55 19.3 855.80 855.56 859.80 11 1 13 91+ 10.4 'A" X 15 RCP Inlet Type M-10 60 33.7 855.24 855.05 860.56 14 1 14 91+65 "PR-A 1 " X 15 RCP Mod. Hooded Catch Basin Type K-10 14 5.2 855.05 855.00 861.26 15 1 & 2 15 91+75 "PR-A 1" X 18 RCP Manhole Type C-4 369 39.0 855.00 851.29 862.45 21 1 & 2 16 91+60 "PR-A2" X 12 RCP Inlet Type M-10 49 26.4 855.81 855.50 861.21 14 1 17 91+13. 1 'A" X 12 RCP Inlet Type M-10 52 23.7 856.00 855.81 860.80 16 1 18 6+40 "PR-B2" X 12 RCP Inlet Type M-10 80 29.0 856.21 856.00 860.31 17 1 19 6+35 "PR-B4" X 12 RCP Inlet Type J-10 72 25.2 856.39 856.21 860.39 18 1 20 91+90 "PR-A 1" X 12 RCP 15" Pipe Catch Basin 22 1. 1 85700 856.87 860.00 15 2 21 95+50 "PR-A" X 18 RCP Manhole Type C-4 149 11.9 851.29 848. 18 860. 15 2 22 102+02.4 "PR-A" X 14' x 5' Precast Concrete Box Culvert 44 80.0 843.00 842.50 a N O O n O O N O M N U O O QJ 1] F-- N O N C v U • n N O • O O N i O m 7 O N C O v V N .-i i C fp d O O N C (O a �NL���Riuiii ���� CITY OF HORIZONTAL SCALE BRIDGE FILE ` d� CERTIFIED 8Y: 8/31/07 N A o ! kR, V ERTICAL SCALE DESIGNATION di N0. ° _ DATE CARMEL N/A CD PE19300399 MISCELLANEOUS TABLES SURVEY BOOK SHEETS • sT�� � �� � DESIGNED: GRW DRAWN: CNC 14 of 37 vi ���I ANA . 1 1 6TH ST C CONTRACT PROJECT fill ����``��```` CHECKED: NCH CHECKED: GRW LAY CENTER RD PAVEMENT MARKING SUMMARY SHEET SIGN AND POST SUMMARY SHEET SIGN AND POST SUMMARY LENGTH PAY ENCAPSULATED LENS ENCAPSULATED LENS z m DESCRIPTION COLOR LOCATION z LENGTH METAL THICKNESS w z �, SQUARE METAL THICKNESS w z Lft. c� � w SQUARE ( ) (Lft.) PLAN SHEET SIGN LOCATION SIGN CODE SIGN SIZE (In.) Q � C POST PLAN SHEET SIGN LOCATION SIGN CODE SIGN SIZE In.) Q co< co cn(n POST ( NO. / LINE (STATION) (IN) x a NO. / LINE (STATION) Q Solid Line 0.080 0. 100 0. 125 0 0.080 0. 100 0.125 O -d Thermoplastic, Marking, 4" White Line "B" SFT. SFT. SFT. EA. LFT. SFT. SF-f. SFT. EA. LFT. 101+30 to 103+79, Lt. 249 253 L/NE B LINE "A" AND "PR—A" 101+30 to 103+88, Rt. 258 260 102+00, Lt. R2-1(35) 24 X 30 5.00 13 90+91, Lt. R6-1R 36 X 12 3.00 13 107+1J to 108+57, Rt. 144 147 107+65 to 108+57, Lt. 92 92 103+00, Rt. W2-6 30 X 30 6.25 13 91+25, t 10-8A 1 W16-8 10 X 72 4.30 Line A and "PR—A" W 13-1(15) 18 X 18 2.25 91+J4, Lt R1-2 36 X 36 X 36 4.50 13 92+02 to 101+85, Lt. 983 983 104+20, Rt. W11-2 30 X 30 6.25 13 91+65, Lt. W11-2 30 X 30 6.25 13 92+02 to 101+85, Rt. 983 983 104+52, Rt. R1-2 36 X 36 X 36 4.50 13 91+89, Lt. R4-7 24 X 30 5.00 13 Total 2,718 104+56, Lt. 10-8A 1 92+55, Lt. W2-6 30 X 30 6.25 13 W16-8 10 X 42 2.92 Solid Line Thermoplastic, Marking, 4" Yellow Line "B" 104+93, Lt. R6-1 R 36 X 12 3.00 13 W 13-1(15) 18 X 18 2.25 101+00 to 103+75 275 550 105+84, Lt. R6-1R 36 X 12 3.00 13 92+00, Rt. R2-1(30) 24 X 30 5.00 13 107+06 to 109+00 194 388 106+21, Lt. 10-8A 1 Line 'A" and "PR—A" Lie to 101+85 996 1992 106+30, Lt. R1-2 36 X 36 X 36 4.50 13 TOTALS 69.25 25.42 8.60 3 247 106+70, Lt. W11-2 30 X 30 6.25 _ 13 Total 2,930 107+05, Lt. R4-7 24 X 30 5.00 _ 13 Transverse Marking `, Thermoplastic, Crosshatch, 12" Yel%w West Approach 11 11 107+70, Lt. W2-6 30 X 30 6.25 13_ East Approach 11 11 W16-8 10 X 72 4.30 W13-1(15) 18 X 18 2.25 North Approach 11 11 107+80, Rt. R2-1(35) 24 X 30 5.00 13 Total 33 Transverse Marking Thermoplastic, Yield Line White West Approach 18 18 East Approach 18 18 North Approach 18 18 Total 54 Transverse Marking Thermoplastic, Crosswalk Line, 24" White West Approach 48 48 East Approach 48 48 Q North Approach 48 48 M Ln LO in CD Total 144 CD Line, Broken co Thermoplastic, Marking, 8" White West Approach 32 16 °' East Approach 36 18 HARRISON MONUMENT /N EARTH NOTES: North Approach 40 20 1. INSTALLATION TO OCCUR AFTER SURFACE PAVEMENT Q1 18" CONCRETE BACKFILL TO SURFACE 2. CONCRETE BACKFILL TO BE CLASS "A" AND FINISHED SMOOTH WITH EXISTING SURFACE Total 54 r r / & CONTRACTOR TO COORDINATE WITH THE HAMILTON COUNTY SURVEYORS OFFICE FOR INSTALLATION p 12" MIN. 4 HCSO TO PROVIDE HARRISON MONUMENTS 12 EARTH / N O • n O O N i N HARRISON MONUMENT INSTALLATION DETAIL 0 Ln v u w c ro a .o ro 0 Ln C M a N CITY OF HORIZONTAL SCALE BRIDGE FILE o �� i� N/A CD ` 8/3/07 CARMEL VERTICAL SCALE DESIGNATION `.� :..�'6iST CERTIFIED BY: o _ :Q� �'.: = DATE o No. N A i PE93�00 99 �' �^!DIAN�' �.` DESIGNED: GRW DRAWN: CNC MISCELLANEOUS TABLES SURVEY BOOK SHEETS 'S 37 CHECKED: NCH CHECKED: GRW 116TH ST/ CLAY CENTER RD CONTRACT PROJECT UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS TYPE 4 PIPE z LOCATION 0 � W ® H Z Z -� O0 H Z � � 0 c/) cn cn Q N 0 ,�� W U O -1 c/) O 0 W H O H H � z W O � F- I- Oz W W O W O W b- H U U I--- Li < wQ OQ O w � o w � � Q � � Q z � �iz � Q � Y OQ w w _ _ 2 2 � � O W � wZ 01- 00 O Oof HO J 0U L- � H F- C� J �i � �- � 0 O O w J w o H REMARKS UNDERDRAIN z z ~ Q Oaf Q ° Q wQ dui , zco � -� I = OUTLET a � � � J of Q � � o � � -� of � PIPE LIMITS H ~' wo � o � o z � � � � o � w Wes-- U STATION w � U o � � W o Mw a- z d- cn � Z 0z Z J � O U ~ � � � 6 H �il ~ � � UO Of � m � �I H Z 0 W 0 CD 0 0 W W W W d CY -� .1 O �- W H- W m Cn � J J 0 '� V) 0 Q V) 0 Z W_ � W F- H Z > m 0 Z Z H � �O DO U 0 Z Z 0 W 0 Li O I- ® O '-' O 0 0 LFT LFT SYS CYS TONS % Y/N LFT o U CYS TONS 2+ 18 PR-B 1" Lt. 209 140 18.8 860. 10 _ E 4+27 PR-B 1 Lt 856.44 11 855.51 4+29 'PR-B1" Lt. 88 59 7.9 856.44 11 855.51 91+10 "A" Lt. 85739 91+11 'A" Lt. 53 36 4.8 857.39 13 855.24 91+64 "PR-A 1" Lt, 858.09 91+68 "PR-A 1" Lt. 142 95 1Z 8 858.09 14 855.05 93+10 "PR-A" Lt. 860.44 93+ 10 "PR-A" Lt 240 161 21.6 860.44 95+50 'PR-A" Lt. 855.28 16 95+50 855.0 21 851.29 95+50 "PR-A" Lt. 400 268 36.0 855.28 99+50 "PR-A" Lt 845.72 ' 2 20 99+50 845. 10 844. 10 1 2 99+50 "PR-A" Lt. 48 32 4.3 845.72 99+98 "PR-A" Lt. 84711 100+ 13 "PR-A" Lt, 87 58 7.8 847.42 22 843.00 Connect into Box Culvert 101+00 "PR-A" Lt 848.63 2+ 18 "PR-B 1 " Rt. 220 147 19.8 860. 10 4+38 "PR-B3" Rt. 856.63 12 855.80 4+42 "PR-B3" Rt. 142 95 12.8 _ 856.63 12 855.80 105+60 "B" Rt 857.83 105+60 "B" Rt. 857.83 6+34 "PR-B4" Rt. 82 55 74 857.22 19 856.39 6+36 "PR-B4" Rt. 856.50 19 856.39 7+50 "PR-B4" Rt. 114 76 10.3 .35 856.90 7+50 :PR-B2" L t. 108 73 9.7 50 856.79 6+42 "PR-B2" Lt. 856.25 18 856. 11 a 6+38 "PR-B2" Lt. 857. 14 18 856. 11 IR CD 91+10 "A" Rt. 81 54 7.3 857.62 Ln 0 91+14 "A" Rt. 50 34 4.5 857.62 17 855.86 CD 1+58 "PR-A2" Rt 857.97 O M co 1+61 "PR-A2" Rt. 147 99 13.2 857.97 16 855.71 0 93+10 'PR-A" Rt. 860.44 93+10 'PR-A" Rt. 860.44 x Cross to the Left v 95+50 "PR-A" Rt. 240 161 21.6 855.52 2 40 95+50 855.00 21 851.29 ~ 95+50 'PR-A" Rt. 400 268 36.0 855.52 ` Cross to the Left 99+50 'PR-A" Rt. _ ;. 845.96 2 44 99+50 845. 10 844. 10 F 99+50 ')DR-Am Rt. 845.96 • Connect into Outlet Pipe 99+93 'PR-A" Rt. 43 29 3.9 846.99 N O } 100+09 "PR-A" Rt 84734 ' 101+00 "PR-A" Rt. 91 61 8.2 848.63 Connect into Box Culvert x 3 V TOTALS 2,985 2,000 269 6 120 1 Ln c a 0 c v a N �����iiiiu,� HORIZONTAL SCALE BRIDGE FILE R CITY OF N/A c ��sr 8/31/07 o :. •. � � CERTIFIED BY: �� _ DATE CARMEL VERTICAL SCALE DESIGNATION _ _ o - CD - PE19300399 = N/A A� DESIGNED: GRW DRAWN: CNC MISCELLANEOUS TABLES SURVEY BOOK 16 SHEETS 37 Np I ANr.. �. CHECKED: ST CLAY CONTRACT PROJECT I1111111 %%% CHECKED: NCH CHECKED: GRW / CENTER RD TEMPORARY EROSION CONTROL TABLE ° Q ` Z O O ZW Q W W JU J ` J 0Z F- m = = U O° H= O ° v Qv w Z z p --STATION REMARKS MONITORING AND MAINTENANCE FOR STORMWA TER QUALITYMEASURES ° H V'w � Stormwater quality measures shall be maintained er INDOT re uirements. Where INDOT s ecifcations a cn J N H q h' IP q p Z I- I n w C" � ° ° 3 J lack rovisions/descri tion for maintenance requirements the maintenance requirements for similar measures _ �' cn ,-� P p q 9 Z w ° H as described in the "Indiana Handbook For Erosion Control in Developing Areas" shall be utilized J W H LFT : TONS EA LFT TONS LFT TONS EA EA Temporary erosion and sediment control measures shall be inspected after rain activities at least weekly and LINE "B" again after each rain event that exceeds 112 inch. The temporary protection measures shall be repaired or 102+50 to 108+15 • 605 replaced as directed to proper working condition, within 24 hours of disco very. Written self-inspection records shall be kept for each monitoring operation, and shall include notes regarding 108+40 to 108+60 • 30 any corrective action taken. Such records shall be kept until the entire site is complete and is permanently stabilized. All reports shall be made available to the reviewing agency within 48 his of request. 108+10 • 6 p g g y q EROSION& SEDIMENT CONTROL SEQUENCE The schedule included herein is rovided er agency re uirements. Contractor is to provide the Hamilton 108+40 • ! 6 P p � y q p County Soil and Water Conservation District with a narrative describing the construction sequence, including start dates for each land disturbing activity. LINE "PR-B 1" • Assign an on-site person trained in erosion control procedures with the daily responsibility and 2+25 • 6 authority to ensure that erosion/sediment control practices are installed according to this Sequent TYPICAL INSTALLATION CONFIGURATION DETAIL schedule. 327IAC 15-5 requires that a Pollution Prevention Plan monitoring log and permit 3+20 • 6 information be posted at the project site. A Install silt fence perimeter protection. ' • Install storm system and outlet protection. 1" PVC ANTI-SIPHON 3+90 • 6 PIPE ADAPTER • All side slopes to be seeded and mulched upon completion. Temporary seeding will be required for REMOVABLE WATERTIGHT ~ •� 4+00 • 1 all disturbed area that cannot be final seeded within a time period that will prevent slope erosion. ACCESS PORT, 6~-10- OP + :' ANTI-SIPHON DEVI • Install all permanent erosion control measures, including seeding, sodding and riprap after final } SNOUT O OIL-DEBRIS grading and after the asphalt is installed. HOOD •; OIL AND DEBRIS •; LINE "PR-A 1" MATERIAL HANDLING & SPILL PREVENT/ON PLAN 1 Potential pollutant materials during construction include concrete wash-out, oil, gasoline, fertilizers and oP� 1+90 • herbicides. Concrete trucks shall be cleaned in a designated area. Runofffrom this operation shall no enter := the storm sewer system. Fuels, oil and gasoline can leak or be spilled from trucks and construction • • : • 6 2+00 • equipment. Spills and leaks of these materials onto non paved areas shall be shoveled into containers or MOUNTING FLANGE •` ,..::: dumpsters for disposal In the event of spill that cannot be contained on the site, the local fire and health •• •• department shall be called along with the IDEM emergency response 1-888-233-7745. All hazardous LINE "PR-A SEE NOTE ;: material shall be disposed at an approved IDEM disposal site. Contractor must comply withal]measures " ' ' 92+00 to 93+55 • 155 :: • _ requested by the IDEM emergency response team and local government. OUTLET PIPE (HIDDEN) EROSION CONTROL - GENERAL '. .:.. .•• .. SOLIDS SETTLE ON 93+80 to 99+70 • 595 Land disturbing activities shall not commence until approval to do so has been received bygovernmg FRONT VIEW BOTTOM • SIDE VIEW . ..__,,. . .: . . _ aut orrtles • '.f - ;!: : .. to 101+85 • 175 silt fence shall be installed prior to any land disturbing activities. 100+15 All SNOUT OIL—WATER—DEBRIS SEPARATOR .. : .•• . . .• : .• _ _ �- � *NOTE- SUMP DEPTH OF 36" M N FOR<OR=12"DIAM. All exposed areas Shall be.Seeded as specified In the 20061200T 1 Specifications within l4 days Of final OUTLET. FOR OUTLETS>OR=15",DEPTH=2.5X DIAM. 97+75 • 6 grading Should construction stop for longer than 14 days, the sl to shall be seeded as specified in the 2006 INDOT Specifications. 99+75 • 6 f. ALL MM AW MM ASP Q=L�tlOfll4 ADD IM16P 4W f'SUM=M U LE 100+50 to 101+85 • 140 Ln In Mr AIVMOBW PAZ= MC AT kC A� AR DETAIL ffem C) I"�TJ 4L� FOAM GASKET W/ rV PSA BACK/NO- CD W s (TRIM TO TOTALS 1700 48 2 rn 0 4 LENGT/#OUNT/ ANCHOR W/ FLANGE o A ALL /M SM U LE Cgr A PASS I E'�II C ME Boc r 80� CW AM X11 A ��aW L/M�I W i (SEEDETA/L AJ 3 A ALL /A=MU LE EXffW W A AWN P09 A M�RAAAF* p /NSTALCA nON NOTE. AW AM AWdPMN MW At� (W�SEW POSITIONHOODSUCH '-' THATBOTTOMFLANGE/S v 4 W Sff AW FWM OF DE AM MU BE AV LM ff P!E.1 M AS 1/2 D A D/STANCE OF 112 OUTLETP/PED/AMETER (MIN)BELOW THE PIPE to GASKET INVERT. M/NUMUM O= A BE OR= W RE/M SNIDE Lx�ID A La' K 170 W N OWU�� M A �� Or r RR RFS <Ir COMPRESSED D/STANCEFOR PIPES< C BETWEEN HOOD 12'1 D.IS 6' f 6 a nc I�m= Nw SN u mw Amw N=La/NNa1ll dF r AID A INf�AAI G y AND STRUCTURE DETAIL A (SEEDETA/L B) �, !li'AG1�pl� 11�SAM�f1�lE i A111�NL ice. 7. W SIi UM W W 1ANAi71W MW PC AM B L MUL E fI ® p MW AM III LIB LOW A�L DRILLED ANCHOR n IL RE LM MU LE�YAI ® 10.S i WL W 5�E HOLE SHIELD SOL NLESS o EXPANSION CONE 8f� AM AW a-ME V a At AM®L#'UWAVAIM Off a� LAII L (NARROW END H L �LA�I�SMILE ff RBI® M IIVXIV A SCR® � LOM SMUIXLILaE' HOOD SPECIFICATION FOR s AmI~ ffM WF PWF AW"M CATCH BASINS AND N a fat_- w MW au MW asw M M sum WATER QUALITY STRUCTURES Sri&=swam DESCRIPTION DATE SCALE OIL—CIFDEBRIS HOD OD 09/08/00 NONE o US Patent # 6126817 INSTALLATION DRAWING NUMBER (TYPICAL) S P-S N C m a o (,1R! �����i, � CITY OF HORIZONTAL A SCALE BRIDGE FILE ��Sr ' �''� CERTIFIED BY: I `� UV 8/31/07 VERTICAL SCALE DESIGNATION N ° : � DATE CARMEL N/A PE19300399 "'E °F MISCELLANEOUS TABLES SURVEY BOOK SHEETS DESIGNED: GRW DRAWN: CNC 17 of 37 CONTRACT PROJECT CHECKED: NCH CHECKED: GRW 116TH ST CLAY CENTER RD 2+50 865 865 860 860 0o v, o � —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 2+00 865 865 860 860 00 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 1 +50 870 870 865 --------- 865 860 860 a o 0 op ,, CD —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 S 1 +00 0 M O c 865 865 0 ul LA �--- -- 860 860 c o a 855 855 (A 00 fa —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 IA C a HORIZONTAL SCALE BRIDGE FILE 0 CITY OF la = 5* 0 N CARMEL VERTICAL SCALE DESIGNATION 0 CLAY CENTER RD SURVEY BOOK SHEETS 116TH ST DESIGNED: GRW DRAWN: CNC / 18 of 37 CHECKED: NCH CHECKED: GRW LINE "PR-131 CONTRACT PROJECT 4+50 865 865 .�o0 c cn� 860 ------------------------ 860 855 0 855 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 4+00 865 865 860 _ —— — ` —— 860 855 855 Lo cyi c; -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 3+50 865 865 860 ------------------ — __ '_— — — _ — — — ------------------------------- 860 — Q � a, 855 855 C) -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 C) rn 0 3+00 3 v N 865 865 0 — 860 860 o o N 855 855 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 a CITY OF HORIZONTAL SCALE BRIDGE FILE N CARMEL VERTICAL SCALE DESIGNATION n +w a s O J G I O 116TH ST / CLAY CENTER RD SURVEY BOOK SHEETS DESIGNED: GRW DRAWN: CNC 19 of 37 CHECKED: NCH CHECKED: GRW LINE "PR-131 CONTRACT PROJECT Q Ln N n O n 0 C 4+71. 08 _0 0 865 865 0 860 ——--—_..__._. ---"—� 860 " —-- — voi " 855 Str. No. 11 855 o; o " 22 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 a o CITY OF HORIZONTAL SCALE BRIDGE FILE 0 CL CARMEL VERTICAL SCALE DESIGNATION 1 5 0 116TH ST / CLAY CENTER RD SURVEY BOOK SHEETS DESIGNED: GRW DRAWN: CNC 20 of 37 CHECKED: NCH CHECKED: GRW LINE "P R—B 1 to CONTRACT PROJECT 7+50 865 865 860 860 855 ^0 855 00 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 7+00 865 865 860 --------- --- 860 v, 855 Lo c°© c°o 855 ao as —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 6+50 865 � 865 • o — 860 _ _._,—�—--—--—. 860 —----- 855 to 855 a m Qo' in -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 0 6+09.97 0 N O M U 0 865 865 Id 3 860 ----�-- N —~ 860 o — — .-- O Q Str. No. 18 tn 855 0 855 cn o -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 0 a HORIZONTAL SCALE BRIDGE FILE 0 CITY OF ,N = 5' N CARMEL VERTICAL SCALE DESIGNATION 1 = 5 0 1 16TH ST CLAY CENTER RD SURVEY BOOK SHEETS DESIGNED: GRW DRAWN: CNC / 21 of 37 CHECKED: NCH CHECKED: GRW LINE "P R—B2» CONTRACT PROJECT 9+00 860 860 855 — -- -- 855 850 00 850 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 -25 -20 -15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 8+50 860 860 ---------------------_.._ � ---' — T 855 — 855 _--- --. �- --- co Q 850 850 CD S —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 N C v 8+00 0 860 Id 860 o tn c 855 855 tn �, b. o U u, "' 850 850 `� —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 a v ra 0 c a CITY OF HORIZONTAL SCALE BRIDGE FILE C) VERTICAL SCALE DESIGNATION CARMEL i a = 59 L CD DESIGNED: GRW DRAWN: CNC 116TH ST / CLAY CENTER R D SURVEY BOOK 22 SHoETS 37 Ln CONTRACT PROJECT CHECKED: NCH CHECKED: GRW LINE "PR-132's 4+00 865 865 860 ——-- —-- 860 855 CID o. 855 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 3+50 865 865 860 _,_,---- — --.� ,� —' -- ..__,. -- ----- --- ----- ------------.----- 860 Qs — ---- �,.. 855 (0 855 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 3+00 865 865 860 860 a M ,--1 04 855 _ 855 8 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 a co 2+87.35 _0 0 0 865 865 Ln ,�+�—..-�—��r—�•w++...�.i.n.�...�—rte C 860 860 a, o .� C 855 855 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 fo a N CITY OF H0RIZ0NTAL5�CALE BRIDGE FILE CARMEL VERTICAL SCALE DESIGNATION 1" = 5• 0 0 1 16TH ST / CLAY CENTER RD SURVEY BOOK SHEETS Ln DESIGNED: GRW DRAWN: CNC 23 of 37 Z CHECKED: NCH CHECKED: GRW LINE "P R_B z» CONTRACT PROJECT 4+62. 10 865 865 860 _------ i ----` 860__-- -- -� 855 o 855 rN r' -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 r*l g fn 4+50 _0 865 3 CN 865 860 - 860 855 ., 855 06 CS o 00 Q -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 N C D a N O CITY OF HORIZONTAL SCALE BRIDGE FILE CARMEL VERTICAL SCALE DESIGNATION 0 1 N = 5 N i DESIGNED: GRW DRAWN: CNC 1 16TH ST / CLAY CENTER RD SURVEY BOOK SHEETS 24 of 37 CHECKED: NCH CHECKED: GRW LINE "PR-133" CONTRACT PROJECT 7+50 865 865 860 860 855 855 con —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 7+00 865 865 860 .—— 860 0 855 0 0 855 00 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 6+50 865 865 Z � 860 860 855 855 CON ° c°o, Ln Q °O co —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 rl 0 6+ 10.99 0 N O M 865 865 860 ---- Id 860 0 U� 855 855 oi o —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 O C (O a N 0 CITY OF HORIZONTAL SCALE BRIDGE FILE N a CARMEL VERTICAL SCALE DESIGNATION 0 1 to = 5 CD 1 16TH ST CLAY CENTER RD SURVEY BOOK SHEETS N DESIGNED: GRW DRAWN: CNC / 25 of 37 CHECKED: NCH CHECKED: GRW LINE "PR-13499 CONTRACT PROJECT a M O O O n O N O v 7+66. 74 0 860 E 860 �, 0 855 855 o —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 a o CITY OF HORIZONTAL 5;CALE BRIDGE FILE O CL CARMEL VERTICAL SCALE DESIGNATION 1 = 5 O 1 16TH ST / CLAY CENTER RD SURVEY BOOK SHEETS DESIGNED: GRW DRAWN: CNC 26 of 37 CHECKED: NCH CHECKED: GRW LINE "P R_B4» CONTRACT PROJECT 2+50 865 865 860 860 855 Str. No. 15 00 oQ –75 –70 –65 –60 –55 –50 –45 –40 –3 –30 –2 5 – 15 –10 5 0 – – 855 2 0 5 fO 15 20 25 30 35 40 45 50 55 60 65 70 75 2+00 865 865 -- -- 860 860 Cq 855 0 Str. No. 15 ' _ 855 –75 –70 –65 –60 –55 –50 –45 –40 –35 –30 –25 –20 –15 –10 –5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 1 +50 865 w 865 � c 860 860 0 Q 855 855 –75 –70 –65 –60 –55 –50 –45 –40 –35 –30 –25 –2d--' -15 –10 –5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 co 1 +21.80 _0 0 °- 865 865 Ln C 0 ; --- I- 860 — 860 0 N O A 855 0 Str. No. 13 855 Ln °o °o –75 –70 –65 –60 –55 –50 –45 –40 –35 –30 –25 –20 –15 –10 –5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 a CITY OF HORIZONTAL SCALE BRIDGE FILE N �r a CARMEL VERTICAL SCALE DESIGNATION 1 — 5 0 0 DESIGNED: GRW DRAWN: CNC 116TH ST / CLAY CENTER RD SURVEY BOOK SHEETS 27 of 37 CONTRACT PROJECT CHECKED: NCH CHECKED: GRW LINE "P R—A 1 » 00 r, 00 ,-i 0 g 2+58. 46 M 0 0 865 865 U 0 860 860 LA Ln o d. cv Str. No. 15 0o as 855 _ 855 —75 —70 —65 —60 —55 —50 —45 —40 — —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 Ln a CITY OF HORIZONTAL �CALE BRIDGE FILE S CARMEL VERTICAL SCALE DESIGNATION C) DESIGNED: GRW DRAWN: CNC 116TH ST CLAY CENTER RD SURVEY BOOK SHEETS Ln 28 of 1 37 CHECKED: NCH CHECKED: GRW LINE "PR- Al to CONTRACT PROJECT 2+50 865 865 — 860 860 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 2+00 865 865 860 860 co In 855 � � 855 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 1 +50 865 ± 865 860 860 Q Ln O N 855 ao �' 855 0 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 rq CD M 1 +20, 42 d1 O f 865 865 Id o -- --- - 860 860 Ln Str, No. 17 855 855 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 O M a N �r o CITY OF HORIZONTAL SCALE BRIDGE FILE 0 N L CARMEL VERTICAL SCALE DESIGNATION CL 1 50 0 0 1 16TH ST / CLAY CENTER RD SURVEY BOOK SHEETS Ln DESIGNED: GRW DRAWN: CNC 29 of 37 CHECKED: NCH CHECKED: GRW LINE "P R-A2'9 CONTRACT PROJECT Q M 00 1:7i O n O O N O M co 0 2+58. 46 0 U) 865 865 ul V V) U 860 860 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 foe a CITY OF HORIZONTALSSCALE BRIDGE FILE Co 1 L CARMEL VERTICAL SCALE DESIGNATION 1 5' 0 CD 116TH ST / CLAY CENTER RD SURVEY BOOK SHEETS Ln N DESIGNED: GRW DRAWN: CNC 30 of 37 CHECKED: NCH CHECKED: GRW LINE "PR—A2 99 CONTRACT PROJECT 94+00 865 -------_._. 865 860 -_ �...- -�T..�.._�-- 860 855 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 855 Sty No. 15 65 70 75 9J+,50 865 — —^---------- 865 860 860 ao h N 855 Str. No. 15 —75 —70 —65 —60 —55 —50 —45 —40 —35 — —20 —15 —)0 —5 O —30 25 0 5 10 15 20 25 30 855 35 40 45 50 55 60 65 70 75 93+00 865 865 -- -- � 860 ——. a 0 co 860 o tl. .4 w S 855 Str. No. 15 —75 —70 —65 —60 —55 —50 —45 —40 —3� —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 855 40 45 50 55 60 65 70 75 92+58. 46 _ o ° 865 L o ------------------------------------- 865 860 ---- L U �i 860 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 qu O 45 50 55 60 65 70 75 Str. No. 15 a N O 1*l O O N CITY OF HORIZONTAL SCALE BRIDGE FILE 1 N — 5, CD N CARMEL VERTICAL SCALE DESIGNATION i (n 1 a : 51 DESIGNED: GRW DRAWN: CNC 116TH ST / CLAY CENTER RD SURVEY BOOK SHEETS /� 31 of 37 CHECKED: NCH CHECKED: GRW LINE 'OPR—Ast CONTRACT PROJECT 96+00 865 865 — 860 —--_— __ 860 855 — — 855 : h Str. No. 21 850 00 850 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 95+50 865 N 865 d 860 __ --..--�,.�_.._.---,_._..__._._. �..` 860 855 855 c6 oo* 0 -75 -70 -65 -60 -55 -50 -45 -40 -35 - -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 95+00 865 865 860 .-- 860 a 855 °o 0 855 Str. No. 15 o -75 -70 -65 -60 -55 -50 -45 -40 -35 ao -25 -20 -15 10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 N C C) 94+50 _0 865 865 860 860 n 'n 855 ao ao 855 CL —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Str. No. 15 a N CITY OF HORIZONTAL SCALE BRIDGE FILE a° CARMEL VERTICAL SCALE DESIGNATION 1 = 5 0 0 fN 116TH ST / CLAY CENTER RD SURVEY BOOK SHEETS DESIGNED: GRW DRAWN: CNC 32 of 37 CHECKED: NCH CHECKED: GRW LINE "PR—Aft CONTRACT PROJECT 97+50 855 855 850 --— _ 850 845 845 840 _ .� �-- —�_._ 840 o 835 ao o; Z 835 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 97+00 860 860 855 855 -- 850 850 Str. No. 21 0 845 a 845 Qo —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Q 96+50 M Lfl 00 865 865 n S O M 860 860 855 _ 855 — ._ � -- Ln 850 Str. No. 21 850 o ^ Ncv c -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 a O c a HORIZONTAL SCALE BRIDGE FILE O CITY OF O l" = 50 N CARMEL VERTICAL SCALE DESIGNATION 1 5 O CLAY CENTER RD SURVEY BOOK SHEETS 116TH ST DESIGNED: GRW DRAWN: CNC / 33 of 37 CHECKED: NCH CHECKED: GRW LINE "PR—All CONTRACT PROJECT 99+00 o o ° 850 850 845 ��^� ——� �� ^ 1 / 845 840 840 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 98+50 o � 850 0 850 845 845 840 840 o 835 8.35 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Q 98+00 00 �r! 00 C) C) 0 N 0 850 850 �. 8 845 -- _ 45, .moo -_ N O 840 840 �._ c : 0 o co O 835 835 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 co 0 c a CITY OF HORIZONTAL SCALE BRIDGE FILE 5 CARMEL VERTICAL SCALE DESIGNATION im 5 CD DESIGNED: GRW DRAWN: CNC 1 16TH ST CLAY CENTER RD SURVEY BOOK SHEETS �' / 34 of 37 CHECKED: NCH CHECKED: GRW LINE "PR-A" CONTRACT PROJECT 100+50 855 © o 855 850 _ _- ---- __ ----- 850 845 -"----- 845 ,_ -.^-..----� t-- 840 0 840 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 100+00 855 855 o � oP 850 850 845 /-__- \ 845 --- -- - ------------------------------------------------ ---_ - - - -�-_, 840 840 o -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Q 99+50 0 855 855 CD N v 850 850 0 845 845 Id o N c 0 Id 1° 840 840 U v, �0 �O c -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 a CITY OF HORIZONTAL SCALE BRIDGE FILE CD CARMEL VERTICAL SCALE DESIGNATION a 1 of a 5 C) DESIGNED: GRW DRAWN: CNC 116TH ST CLAY CENTER RD SURVEY BOOK SHEETS Ln / 35 of 37 CHECKED: NCH CHECKED: GRW LINE "PR-A" CONTRACT PROJECT 102+00 865 865 860 _ -- 860 r 855 -- 855 850 850 Lci: 00 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 101 +50 860 860 -- 855 -- — 855 i 850 __--_--__-� 850 845 845 ao co —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 a 0 101 +00 0 0 o N 0 0 855 855 o � 850 �' 850 v Ln 845 845 Ln o rill N' —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 a N CITY OF HORIZONTAL SCALE BRIDGE FILE CL CARMEL VERTICAL SCALE DESIGNATION 1 — 5 0 0 DESIGNED: GRW DRAWN: CNC `�' 116TH ST / CLAY CENTER RD SURVEY BOOK SHEETS 36 of 1 37 CHECKED: NCH CHECKED: GRW LINE "PR-A" CONTRACT PROJECT 102- 50 Q 870 870 8 865 865 860 r--' -� 860 Ln Zn p 855 — 855 _��r N u 850 850 Ln —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 CA a o CITY OF HORIZONTALS;CALE BRIDGE FILE 0 CARMEL VERTICAL SCALE DESIGNATION CL 1 = 5 0 116TH ST / CLAY CENTER RD SURVEY BOOK SHEETS DESIGNED: GRW DRAWN: CNC 37 of 37 Ln CHECKED: NCH CHECKED: GRW LINE "PR—A" CONTRACT PROJECT