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Oak Ridge Road Improvement (136th St to 146th St) As Builts I Z TRAFFIC DATA CITY OF C A.A.D.T. (2000) 6 V.P.D. A.A.D.T. (2025) 13,,2020 5 V.P.D. D.H.V. 1 ,585 V.P.H. DIRECTIONAL DISTRIBUTION 55 % �6 2 % D.H.V. i INDIANA TRUCKS 2 % A.A.D.T. DESIGN DATA DESIGN SPEED 40 M.P.H. PROJECT DESIGN CRITERIA 4R NON—FREEWAY ce o FUNCTIONAL CLASSIFICATION TWO LANE ARTERIAL RURAL/URBAN URBAN—BUILT UP TERRAIN LEVEL E3 ACCESS CONTROL NONE ROAD IMPROVEMENT PLANS OAK R D E ROAD I G t ( 136TH STREET TO 146TH STREET ) r_ PROJECT NO . 04 = 04 r1. End Proect r F L - GROSS LENGTH: 0.986 miles STA 188+42.91 CLCONSTRUCTION = STA. 88+42.91 A" —�- NET LENGTH: 0.986 miles _ I /EST 1 6th A CT � 1=1IEL BOARD OF PUBLIC WORKS - 1 146th Street o � W J J o BRIDLE Q 1 , J BLUE SKY CT ,q NP� SADDLE R L o 1,A, a GOG� ���p !� eFN aENNE r k James Brainard, Mayor No ���F �p ll9cc� YFTTRO BENCNTETT w� FiyT OS�� �p °�'F gtirF °� WINTER CT � PROJECT LOCATION SHOWN BY w z 0' "AOCgE N N DW R' w ' ° P.1. 0 CTw" ANGELA o F STA. 1 62+61 .42 C CO NSTRUCTION Lori Watson, Member of Board 4 1\ ADIOS PASS HOWE STA. 62+61 .42 A„ a NEVELLE LN z F3� elf pE CO v J Y o v Pp0 Q NERD ° Qe`a �OUp �° a Lj `t o Q �k -p_ CT - _._ - ------- ------ n ¢ a D gyp ' `P p� o z Mary Ann Burke, Member of Board P,� o� o o P� P�G��<�ti (n Q A Q PNO 9s Q0e �0 0 NgRgNq C p Y Cr o GOLDFINCH o PKEG G a C? OR LOCKERBIE 00 3w Z Ts STA.151 +48.50, 0.0 CLCONSTRUCTION = o THO NBIR �L `` ��� o`� �� p STA. 51 +48.50, 0.0' "A” N.T.S. �` W 0 LN � �F o Michael McBride P.E., City Engineer W� �e6H WOOD -P1. CT �0 STA. 140+59.8, 0.0' C EONSTRUCTION = tsstn Street STA. 40+60.0, 19' LT LINE "A" Z BENDY WAY z- 9�F4, Z d y� w a Begin Project STA. 136+38.61 C CONSTRUCTION = STA. 36+38.78 "A" JUL 20 L 0 CA TION .MAP AWL HAMILTON COUNTY CLAY TOWNSHIP SECTIONS 23, 24 INDIANA DEPARTMENT OF TRANSPORTATION T1 8N, R3E STANDARD SPECIFICATIONS DATED 1999 As -5ullt - Done b CrossRoaol gn!@ineers P.Ci. TO BE USED WITH THESE PLANS SET # � SCOTT HORIZONTAL A SCALE 1 1 x17 HORIZONTAL Z NTAL SCALE P . RECOMMENDED CITY OF CARMEL AS �� It FOR APPROVALGk 4-29-04 VERTICAL SCALE 1 1 x17 VERTICAL SCALE No. o z OAK RIDGE ROAD IMPROVEMENTS DESIGN ENGINEER DATE N/A N/A * PEI 0001104 • STATE OF '� DESIGNED: MGV DRAWN: MGV/BCA SURVEY BY SHEETS ��J,S�HDIANP ��� TITLE SHEET CROSSROAD ENGINEERS 1 of 87 , � GAI—FL PROJECT NO. GAI—IN PROJECT NO. TONAL CHECKED: WSA I I CHECKED: WSA 19 I A040171 .00 2004-161 —10 Aq. ,** sheaa,,.- rdLw., %&///-7v ) VW� � i jd - t1d _^4d 1 2.0' 1 1.0' 2.0' 12.0' SCARIFY, AERATE, RECOMPACT EXCAVATE, PLACE #53 AND/OR #1 AGGREG/� -- -- -1 / COMPACTED TO 100% DENSITY USE GEOGR : r (TYP) 1 LEFT TURN LANE TO 100% DENS'TY DIRECTED. PLACE UNDERDRAINS IN EXCAV, 0 . r; 2% K ,- PAVEMENT MARKING AREAS AS DIRECTED. < LLJ COMP CT TO LJ 0 CN I 100% DENSITY COMPACT TO 100% DENSITY OAK RIDGE ROAD LINE A W LEFT TURN LANES FOREUNYIELDINGG SOILS FOREYIELD YIELDING SOILS FOREUNUSIAB EOSOILS, AS DIRECTED S_ (REVERSE FOR SOUTHBOUND LANES) CV Cf> CJ Scale: 3/8"=,'-0" SUBGRADE TREATMENT N Southbound Left Turn Lane Sta. 161+20 t: 5tc 162+62+/- Northbound Left Turn Lane Sta. 162+62 tc Stv. 163+84+/- Scale: N.T.S. Southbound Left Turn Lane Sta. 164+98 to eta. 167+00+/- TO BE USED IF REQUIRED AND DIRECTED BY THE ENGINEER AND/OR OWNER. Northbound Left Turn Lane Sta. 185+80 tc- `: 'a. 187+48+/- THE CONTRACTOR SHALL USE ALTERNATIVE NO. 1 OR NO. 2 UNLESS OTHERWISE o DIRECTED BY THE ENGINEER AND/OR OWNER. cL 50.0' Y RIGHT-OF-WAY RIGHT F-WAY SECTION LINE, C ; ' EkLINE & LINE "A" L a 8.0 8.0' 0 16.0' 2.0' 6.5' 6.5' -_ , 2.0' � 16.0' 2.0' 8.0' 8.0' 9 ASPHALT PATH SOUTHBOUND LANE MEDIAN V V MEDIAN NORTHBOUND LANE ASPHALT PATH i 0 PROPOSED CD I PROFILE � � 6 / P?OPOSE D VARIE` 2� �J �. O PROFILE N _� GRADE \ 14 �8_1 a 8:1 PROFILE 14 GRADE -(TYP 15 2% _._ 0 . 15 2% TYP) 0 E-+ w OAK RIDGE ROAD LINE "A" TACK COAT TYPICAL DIVIDED LANE SECTION WITH PATH 6" UNDERDRAIN TYPICAL - -_-_ '.kale: 3/8"=1'-0" :eta. 151+48.8 to Sta. 173+23.9 Sta. 183+60 to Sta. 187+48 50.0' 1 ---- - ------ - _ -- --- - -- - - - V RIGHT-OF-WAY --�-- --- V RIGHT-OF-WAY CONSTRUCTION-, VARIE:; _ ----SECTION LINE & CENTERLINE �1 LINE "A" m 8.0' VARIES 2.O' VARIES 12.0' TO 16.0' 2.0' VARIES VARIES 2.0' VARIES 12.0' TO 16.0' 2.0' VARIES 8.0' � - - --- --yr -- - -ASPHALT ---- PATH SOUTHBOUND LANE MEDIAN MEDIAN NORTHBOUND LANE ASPHALT PATH y pl PROPOSED PROPOSED 1 ►cal PROFILE 8:1 PROFILE 6 T I p VARIES T GRADE 8:1 - .. 2% 0 ' 2% TIT-) 15 2% - _ _ 14 - GRADE K 2% TYP) 2% Zff 2� + 15 VARIES :d W I '�� zo TACK COAT OAK RIDGE ROAD LINE "A" TYPICAL DIVIDED LANE SECTION WITH PATH 6" UNDERDRAIN TYPICAL Sto E43+18 to Sta. 144+00 kale: 3/8"=1'-0" Sta 147+71 to Sta. 151+48.8 Sta 173+23.9 to Sta. 176+44 50.0" yl 50.0' - -- --- -RIGHT-OF-WAY -_-_----_-__-- ♦♦VARIES RIGHT-OF-WAY CONSTRUCTION A 19.0' m 1:4 CENTERLINE - SECTION LINE & A AVARIES ♦A VARIES LINE "A" � 8 0' 5.0' 2.0' A 12.0' A 12.0' 2.0' _ 5.0' 8.0' 42.0' o:-3 Ln ASPHALT PATH SOUTHBOUND LANE PROPOSED NORTHBOUNL LANE ASPHALT PATH . I PROFILE i O `� 2% ® ) 1 5 K GRADE K 15 2% (TYP) T � % VARIES xl VAR1,_� --� 2% TYP 2% F--+ 2% 2% IF- TACK COAT LEGEND QA SEE DETAIL ON MISCELLENEOUS DETAIL SHEET. QK HMA MATERIAL FOR MAINLINE PAVEMENT U HMA MATERIAL FOR TRAIL OAK RIDGE ROAD LINE 99Aff © HMA MATERIAL FOR APPROACHES 165#/SY HMA SURFACE,TYPE B, ON 165 /SY HMA SURFACE,TYPE B, ON 6" UNDERDRAIN TYPICAL 165 /SY HMA SURFACE,TYPE B,ON 275 /SY HMA INTERMEDIATE,TYPE B,ON 275 /SY HMA INTERMEDIATE,TYPE B,ON 330 /SY HMA BASE,TYPE B, ON 330 /SY HMA BASE,TYPE B, ON 5"COMPACTED AGGREGATE, NO. 53, BASE, ON TYPICAL TWO LANE SECTION WITH PAT 5"COMPACTED AGGREGATE, NO. 53, BASE,ON 330 /SY HMA INTERMEDIATE C,TYPE B,ON SUBGRADE TREATMENT 330#/SY HMA BASE,TYPE B, ON SUBGRADE TREATMENT (R COMBINED CURB AND GUTTER, REVERSED, 2 FT. A Sta. 136+38.6 to Sta. 140+59.8 Scale: 3/8"=1 -..0', CONCRETE DRIVEWAY, 6 INCH, ON SUBGRADE TREATMENT COMBINED CURB AND GUTTER, MODIFIED, 2 FT. © "COMPACTED AGGREGATE, NO. 53, BASE ® HMA MATERIAL FOR APPROACHES 6 O CONCRETE CURB, 20 INCH Sta. 140+59.8 to Sta. 143+18 5 165 /SY HMA SURFACE,TYPE B, ON © CONCRETE CURB RAMP,ON CONCRETE MEDIAN Sta. 187+48 to Sta. 188+42.91 5"COMPACTED AGGREGATE, NO. 53, BASE 275 /SY HMA INTERMEDIATE,TYPE B, ON 330 /SY HMA BASE,TYPE B. ON ® CONCRETE APRON, 7 INCH QH CONCRETE ISLAND, 7 INCH 330 /SY HMA INTERMEDIATE C,TYPE B,ON ® NURSERY SOD ® WATER VALVE,ADJUST TO GRADE 330 /SY HMA BASE,TYPE B, ON SUBGRADE TREATMENT ® 5"COMPACTED AGGREGATE, #73, FOR SURFACE As -5u i It - Done b ° CrossRoa d Engineers P.C. REVISIONS HORIZONTAL SCALE 1 1 x 17 HORIZONTAL SCALE scor x "- , >> - " DATE -_ _ _ REVISED �Q.� ....... T,9 RECOMMENDED , CITY OF CARMEL s �1,�� t 3/8 -1 -o f 8 -1 -o 6-29-04 Revised stationing on all typical sections \���\STE,Q�o���` FOR APPROVAL ,��6'U 6-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11x11' VERTICAL SCALE N . DESIGN ENGINEER DATE N/A N A --- - - - ` � �k PEI 0001104 STATE OF _ SURVEY BY '_SHEETS Ct k. t z:: p� c" DESIGNED: BC/: DRAWN: BCA - �(5�!�!DIAN? ��� TYPICAL CROSS SECTIONS CROSSROAD ENGINEERS 3 of 87 0Nh CHECKED: WSA �.$ CHECKED: WSA g$ GAI-FL PROJECT ^10 GAI-IN PROJECT NO. A040171 .00 2004-161 -10 u"? t* 7 Q <_r s is 1� <l 1i "1 r N X0.0' _- 50.0' ;I - -- __ ._ _- ---- - .--- -------- -- --- ---- ---- ___ -- -.-----___.. __ __ v RIGHT-OF-WAY RIGHT-OF-WAY CONSTRUCTION-. --SECTION LINE & CENTERLINE LINE "A" L=J 4. 2.0' 8 0' 8.0' _ VARIES 2.0' _2_4.5' 24.5' - .-- - VARIES U.] � -.SOUTHBOUND LANE ------------ - ---- �- --- - -- NORTHBOUND LANE-- --- ---__._ -. li -i- --- - --- - - -- r ASPHALT PATH ASPHALT PATH �-3 OI PROPOSED PROPOSED--, V i cn PROFILE _ 6 I T , ���F'' -"_-- `% i © ' 2� TYP PROFILE � � �' GRADE 1 2� TYP I 2% � - - _ - - ) - 1 5 -� �2% GRADE 2%� �K 1 5 _ �) CARIES TACK COAT ' OAK RIDGE ROAD LINE "A" TYPICAL TWO LANE SECTION WITH PATH -- 6° UNDERDRAIN TYPICAL Sta. 176+44 to Sta. 183+60 Scale: 3/8"=1'-0" 50.0' 50.0 - V RIGHT-OF-WAY V r RIGHT-OF-WAY CONSTRUCTIONS VARIES SECTION LINE & CENTERLINE `�. LINE "A" VARIES 2.0' VARIES 16.0' TO 19.2' VARIES 16.0' TO 19.2' 2.0' VARIES 8.0' ASPHALT PATH - ASPHALT- PATH ------------- ----------- - SOUTHBOUND LANE NORTHBOUND LANE O i PROPOSED --PROPOSED to I � 6 PROFILE PROFILE fl I I O GRADE 2%(TYP)'� 2%- /fi,�'!E�` � GRADE 2% � 1 5 �— - VgR1ES 2% (TYP 15 -�`J 2% wi TACK COAT OAK RIDGE ROAD LINE "A" TYPICAL TWO LANE SECTION WITH PATH 6° UNDERDRAIN TYPICAL Sta. 144+00 to Sta. 147+71 Scale: 3/8"=1'-O" LEGEND OA SEE DETAIL ON MISCELLENEOUS DETAIL SHEET. OK HMA MATERIAL FOR MAINLINE PAVEMENT (JT HMA MATERIAL FOR TRAIL © HMA MATERIAL FOR APPROACHES 165 /SY HMA SURFACE,TYPE B, ON 165#/SY HMA SURFACE,TYPE B, ON 165 /SY HMA SURFACE,TYPE 8, ON 275 /SY HMA INTERMEDIATE,TYPE B, ON 275#/SY HMA INTERMEDIATE,TYPE B,ON 330 /SY HMA BASE,TYPE B,ON 330 /SY HMA BASE,TYPE B, ON 5"COMPACTED AGGREGATE, NO. 53, BASE, ON 5"COMPACTED AGGREGATE, NO. 53, BASE, ON 330 /SY HMA INTERMEDIATE C,TYPE B, ON SUBGRADE TREATMENT SUBGRADE TREATMENT 330 /SY HMA BASE,TYPE B, ON ® COMBINED CURB AND GUTTER, REVERSED, 2 FT. CONCRETE DRIVEWAY, 6 INCH,ON SUBGRADE TREATMENT COMBINED CURB AND GUTTER, MODIFIED, 2 FT. © M 5"COMPACTED AGGREGATE, N0, 53, BASE 0 HMA MATERIAL FOR APPROACHES 165#/SY HMA SURFACE,TYPE B, ON ® CONCRETE CURB, 20 INCH © CONCRETE CURB RAMP, ON 275 /SY HMA INTERMEDIATE,TYPE B,ON © CONCRETE MEDIAN 5"COMPACTED AGGREGATE, NO. 53, BASE 330 /SY HMA BASE,TYPE B, ON 1® CONCRETE APRON, 7 INCH HO CONCRETE ISLAND, 7 INCH 330 /SY HMA INTERMEDIATE C,TYPE B, ON ® NURSERY SOD ® WATER VALVE, ADJUST TO GRADE 330#/SY HMA BASE,TYPE B, ON 6"COMPACTED AGGREGATE, 73, FOR SURFACE SUBGRADE TREATMENT ® # As -5u i It - Done by Cross f Roa d Engineers FL. REVISIONS HORIZONTAL SCALE 1 1 x 17 HORIZONTAL SCALE - -- - - - - --- --- - scor CITY OF CARNIEL As - f3U, ! It 318", _ „ , DATE REVISED >l �Q� T 9 RECOMMENDED G , = 1 '-0 3/ 8"= 1 '-0' 6-29-04 Added 2 new typical sections for revised CTWLT . '�G�STERF .11� FOR APPROVAL— �C 6-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 1 1 x17 VERTICAL SCALE N Z DESIGN ENGINEER DATE N/A N/A ---- —— - — — 3 : 0. ' *� PE10001104 •: SURVEY BY SHEETS STATE OF I DESIGNED: AJO DRAWN: AJO CROSSROAD ENGINEERS 3A of 87 0.� '•. TYPICAL CROSS SECTIONS GAI—FL PROJECT NO. GAI—IN PROJECT NO. /ONAL F' CHECKED: WSA L$ CHECKED: WSA B$ A040171 .00 2004-161 -10 Sec. 23, T18N, RJE O STR. No. 9B STIR. No. 9A 0 0 STIR. No. 16 0 I�o�r O ON I I� _� T_u ES: STIR. No. 9 STIR. No. 11 136+71.5, 5 .1' LT 136+55.8, 42.0' LT CLASS I DRIVE REQ D 138+70.0, 12.0' LT THE )I!R'V � BASELINE WAS ESTABLISHED ALONG THE APPARENT Clay Township 136+50.0, 40.0' LT + EXIST. SAN. MANHOLE EXIST. TELEP ONE + 36+80.0, 12.0'/LT W- 17' + INLET M-10 + + SE TlO�d LiPJ : AS DEFINED BY SURVEYED SECTION MONUMENTS. THIS Hamilton County INLET E-7 DO NOT DIS URB TO BE A JU TED BY OTHERS NLET M-10 ' D- 19' OQ r LINE 0,AS F TIABLISHED AS LINE "A" WITH STATIONING FROM 36+00 TO 28 LF OF 12" PIPE 1� 0 LF OF 15,y PIPE - 102 LF OF 15" PIPS 92+00. THE ROALIWAY CONSTRUCTION CENTERLINE IS ESTABLISHED AS �- + LOT 349 CLASS I DRIVE REQ'D LOT 348 ji A PAPER RELOCATION LINE, IDENTIFIED ,4S C CONSTRUCTION, WIT�i r,-�,., ,, ;. DAI-HO NH NGU�ENAvc DoNr, THI rNA�1 STR. No. 13 W= 16' Exist. Str. 17A S-9 � + 3.68 rn I,Ar~'Er� E h,��EMAI;E�� STA.TIOHIN( FROM 136+00 TO 192+00. A STATION EQUATION EXISTS AT �l.l 137+68.0, 12.0' LT D= 37 12" CMP 51+48.50 "A" = 151+48.50 "C". NORTH OFTHIS EQUATION, THELLINES ti`' ' #r,3'�1 `'�� � � 5g2 �Ll CONST. LIMITS =� 3 LT J NST. #200300116275 w INLET M-10 C MITS ��ST. #955&691 TO BE REMOVED ARE IDENTICAL AND ARE STATIONED EXACTLY" 100 STATIONS APART. � Q 88 LF OF 15" PIPE \ 10" Clay z w ha CONST. LIMITS i. � C1 TBM #1 ZL'J p Q l/ EXIST. 50 ! e"TA P.I. STA. 36+26.35 "A" EXIST. RETAINING WALL - - - - -- -- -- _ `� __FXICT �o - - - �- & PAVED SIDE DITCH �, + z SE CORNER, SE 114, REMOVE ' `�� SEC. 23, T 18 N, R 3 E / Ty _- �i PK NAIL FOUND PER M s-11 �. Q s-13 s-16 COUNTY REFERENCES (DO NOT DISTURB) 5 S-10 N CONSTRUCTION (V (L CONST UCTION - N 00'00'11" W 433.66' �1 N N z S-12 15 �, S-14 S-17 15` LINE "A" LINE "A" N 00'24',31" W So. `• , . .R +63.88 138+70.0, 12.0' RT 6 BEGIN CONSTRUCTION 2 3 T � � INLET J-10 ;r STA. 136+38.61 CONSTRUCTION = �� �Q� 24 LF OF 12" PIPE CONST. LIMITS STA. 36+38.78 LINE "A" P CONST. LIMITS u + STR. No. 12 C - I , N SIDE ALK APPROACH 136+8 .0, 12.0' RT STIR. No. 14 �P� OPE INLET -10 DO NOT DISTURB 137+68.0, 12.0 RT OF TOE OF SI 24 LF OF 12" PIPE VEGETATION ALONG INLET J-10 �O -17B STIR. No. 10 • 4 -- STREAM BANK 24 LF OF 12" PIPE /�. -- . - -- TOE OF SLOPE 136+50.0, 12.0 LT MANHOLE C-4 � • CONST. LIMITS + - CONNECT TO EXIST. 24"CMP • TOP OF BANK EXIST. 50' R/W, LINE "A" Exist. Str. 17B Cr) C) (2) 40"x60" CMPs, REMOVE 22LF MEI Ir IAN N� , r tit _I� tiL��c CL LOT 5 )T OF BOX CULVERT, 5'x10' REQ'D. ANSI # OU_�000v _68I U DELBE'T L. AND JILL M WAUGH k:T G_PLT)FG_E P_NENN JOHN F ANC I AFEN INST. #200300110185 I . 0000068 2 NST #a109 7 7?8 EXIST. GUARDRAIL +DO NOT DISTURB / Sec. 24, T18N, RJE CLASS I DRIVE REQ'D ! � Clay Township W= 19 D= 57' Hamilton County NOTE: ALL FOP LINE "A" BASE F: )N SURVEY INFORMATION PROVIDED GRATE EL _ 941 41 BY'. ( < < 4 ;. )R0AD F NGINFFRS. SUF;VEY PERFORMED: FEB. 2004. - 6 0 1 f-�T t - ----- - _ - - - -- ---- -- "HOLEY MOLE Y* 846- S_9 THE I J��ATiOf'1S OF UNDERGROUND UTILITIES AS SHOWN ARE DON 8 60 APPRI O r'JMATE. THEIR LOCATIOP��S WERE DETERMINED FROM BLIND 844 INk=�F�MATION PROVIDED BY 1-HE SURVEYOR OR AVAILABLE EII 120.00' VC MA'PJ'INt�. AI_i_ l O_'ATIONS SHALL BE VERIFIED BY CONTRACTOR 1-800-082-5544 PROPOSED PVI STA = 139+30 C&L I Pt FOPF EXCAVATING BY CALLING IUPPS (800) 382-5544. 1-800-428-5200 STA. 136+38.61 CONSTRUCT10N o SID MDIANA PVI EL = 849.25 p°, FOR CALLS OUTSIDE OF o PROFILE GRADE r- A.D. = 0.19 + BEGIN PROJECT + + K = 638.30 I MEET EXISTING ( Existing PrnfilF Lin,- CO 4 Do Q 00 EL 847.5f II °° 00 Cn w 12" PIPE J Cn w SJO c~n > > RIM E �� 850 RIM EL ,�� RIM RIM EL 847.63 -- 0.894% 0.552% ------------------ --- �` I S-11 S-13 S-16 � I Eisting 15" PIPE 0.34% TO OUTFALL 24" CPM 15" PIPE 2 � 15" PIPE 0.70% 10'x5' EI I I EI �3 EI 'b".214 EI S BOX El 843.70±-/ SU� r �7--- ---- �- - PIPE 12" PIPE CULVERT S-176 ---- -------- - ------- ------- S-10 L'--L-- --------------------- ----- ---- -- - -- -- - - - ---- ----- -�E 84:00- ------- ---- --- ----- ---- ---- 840 ---�- --------- ------- - _- - --- -- --- ------ ---- -- ------------- ------ -- --_ -- -- - 840 12" PIPE 10" Clay Pipe � RIM E a,ZZ RIM EL RIM EL 84' 84 S-12 846 S-14 846- S-17 EI„$4acfiT'��, 844-_tEI EI_L:14- "4A6 830 830 N � � N �Ln 7 Op s 0O N r. � I� CO CO 00 G� P a) r °o t r � a0 * ai r6 a � � a7 0 � CQ 00 0. � � a� � '� •I o �t CO (DO 00 00 00 CO DO DD 00 00 136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 140 TBM #1 - RAILROAD SPIKE IN EAST SIDE OF POWER POLE. As-Built - Done bg CrossRoa d En!@ Inear3 RIC, STA. 137+11.81 "A", 51.3' LT., EL. = 849.34 LEGEND SEE DETAIL ON MI SCtt L'?dEOUS DETAIL SHEET. HMA MATERIAL FOR MAINLINE PAVEMENT (D HMA MATERIAL FOR TRAIL CENTER OF SAN. MH } HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE ?� HMA MATERIAL FOR AP f R..OA.CHES 165#'SY HMA SURFACE,TYPE B, ON 165#/SY HMA SURFACE,TYPE B, ON p� SCOT CITY OE CARMEL �s �� y " 165 ,SY HMA SURFACE, TYPE B, ON 27,5#/�S�)'HMA INTERMEDIATE, TYPE B, ON 275#/SY HMA INTERMEDIATE, TYPE B, ON � 1 � RECOMMENDED 1 = L�' 1 = 4�' # .;30#/S) HMA BASE,TYPE B, ON 5"COMPACTED AGGREGATE, N0. 53, BASE,ON 1�' 9 6: R.R. SPIKE IN P.P. � SST F -9l 33('#/S'( HMA BASE TYPE B, ON 330 ';'SY HMA INTERMEDIATE C TYPE B ON SUBGRADE TREATMENT 9' �,G 19 ' . FOR APPROVAL jCd,� 4-29-04 VERTICAL SCALE 1 1" X 1 7" VERTICAL SCAL 5 COMPACTED AGGREGATE, NO. 53, BASE, ON "�" a No. o OAK RIDGE ROAD IMPROVEMENTS 330#/SY HMA BASE,TYPE B, ON 1 COMBINED CURB AND GUTTER, REVERSED, 2 FT. '� DESIGN ENGINEER DATE �' SUBGRADE TREATMENT SUBGRADE TREATMENT A„ * PE10001104 * 1 - 7 1" == 10' (C) CONCRETE DRIVEWAY, 6 INCH, ON 1� COMBINED CURB AND GUTTER, MODIFIED, 2 FT. PK NAIL FOUND OAK RIDGE RD. M HMA MATERIAL FOR APPROACHES O STATE OF W SURVEY BY SHEETS 5"COMPACTED AGGREGATE, N0. 53, BASE O 165# SY HMA SURFACE,TYPE B, ON 16 CONCRETE CURB, 20 INCH (SECTIO CORNER DESIGNED: MCO DRAWN: JW/AJO/BCA-a- /� /� rG) CONCRETE CURB RAMP, ON 275#/Sr HMA INTERMEDIATE,TYPE B, ON CONCRETE MEDIAN n-�� /NpI��Q •. '�� �L_/'�N AND PROFILE CROSSROAD ENGINEERING 12 Of 87 5"COMPACTED AGGREGATE, NO. 53, BASE 330#/SY HMA BASE,TYPE B, ON 1) CONCRETE APRON, 7 INCH �SS'/ . •'... c�� � GAI-FL PROJECT NO. GAI-IN PROJECT NO. H� CONCRETE ISLAND, 7 INCH 330#/SY HMA INTERMEDIATE C,TYPE B, ON 0 NURSERY SOD �� �� - NAL CHECKED:ASW/WSA I� I CHECKED: FSH/WSA 136+38.6 1 lQ 140+00 6�9 WATER VALVE. ADJUST TO GRADE 330#/SY HMA BASE,TYPE B,ON 6"COMPACTED AGGREGATE, #73, FOR SURFACE P.I. STA. 36+26.35 A SUBGRADE TREATMENT ® A040171 .00 2004-1 61 -10 T 140+00 TO 141+25, 17 LT � 0 O DRIVE APPROACH REQ'D O O CLASS I DRIVE REQ'D O O RELOCATE WATER MAIN ® 138 LF OF 12" DI WATER MAIN o0 0 SIDEWALK APPROACH REQ'D STR. No. 51 O W=22 ° O Sec. 2 >' T18N R3E 0 W= 15' I� O O + 8 - 12"x45' ELBOWS Q v + W=4' + 141+70.0, 13.3' LT + D 19' + STR. No. 55 + + D= 36' c° + + W ��ay ripe C14 N 142+88.0, 14.6' LT M Clay Township � + � 0 o 2 - 12" VALVES ��Y `_ D=21 ' �. INLET B-15 RIN=25' ROUT=25' INLET J-10 Hamilton Count v In (r�) Eiev= s48.4s STR. No. 58 -z 1 - 12" SLEEVE m P w 26 LF OF 12" PIPE Rk 30 LF OF 12" PIPE y 144+46.0, 16.3' LT T 347 RIN=2.5' ROUT=2.5 Inv Out (S) Eiev.- F. rr rn_. I� - �J � , r EXIST. 12" CMP r la Imo. No, 17C o. _vi��A�E F ��ouvT cARMEL INC. ST No. 55A SIDEWALK JJ_E'H t3. AND c1NTHIA 14 +7 43, 38.?4' LT 140+59.0, 12.0' LT N. Lift Station 143 2.23, 26.42' L - UNDER DRIVE, REMOVE (��-uiK 511, PAGE 4`8 �h/=4 144+20, 47.94' R1 INLET J-10 z � �, �T SAN. M.F1. INLET J-10 MOD. P.I. T 140+59.8, 0.0 A w EXI T SANI�MCHy Pipe 6OOti 32E, PACE 4 �C CON T U QT] = a 2 LF OF 12" E �= i:�C1? L�ISTUR' _ TO BOX CULVERT ,- �_ \ w RE ONSTRUCT, D= + EXIST SAN. M.H.M_H. I�" Clay P,pe DO NOT DISTURB P.�S 40+60.0, 19.0 LT LINE F L ER BY 1.7t FT. CONST. LIMITS CONST. LIMITS � MON � NT TYPE B REQ'D EXISTING BRIDGE, �� � CONST. LIMITS 5 =2.5 ur 5.0' EXIST. 50' R/W, Line "A" REMOVE 0) D `'d1 50' R/W, Line "A" _J � 1 -1 - � \ � 00 6" Metai Pipe T L Q. S C7 V zol _00 - _ - _ � O 15 - - ��� - ' -- - - - 15 - - - - - - - N - - - - o - - \ w 1 G °' w CONSTRUCTION - C N �'' \ N 00°59'49" E 1088.67' 1 STR. N 57A S-52 142+50t, RT `� m - WATER Q ALITY IT ,`l; LINE „A' I N 00°59'49" E / 1088.67' AK RIDGE ROAD 1 " " LINE A- Y. I 119 CG -A, CG t Q N ��°00'11" W S-56 N 00 03 - b15 2635.08 - - � Z '08„ w C 10,- N� © ------1--- `�CL C Ln + m� - , w S-57A --- - � k. ( m �l C ti� -- - - -- ) . \ Q ' y C _.� S 57 - a� �' �� s-60 STR. N o. 59 t s-soA OB CO ; T. L_IMIT.� S-53 � �� - 144+46.0, 16.4' RT ; LJ .-. INLET M-10 / 26 LF OF 12" PIPE � 1 CONST. LIMITS STR. No. 54 ONST. LIMITS EXIST. 10' R/W, Line "A" EXIST 5C' R W- Lire �- - � � • - FIRE HYDRANT PLACE 70 SYS 0 • 142+15.0, 47.7' RT DO NOT DISTURB GEOT TILER + f MANHOLE L-4 STR. NO. 56 ' T 9 STR. No. 54A o r 10 07 11 C,l 45 LF OF 42" PIPE ----- ---- \ 142+88.0, 14.6' RT 142+17.5, 62.2' RT STR. NO. 5C? EA L �f �, _ OHN E- AND REBECCA L. O_ E --- NORRIS LEWIS JR. AND JOANN EWiS INLET M-10 WALTER T AND HELEN C PITCH OF, E) STR. No. 60 MARK E. p)D TEf2Ui<0_ ( H(f TE STR. No. 60A Nf�uah1 E HIJ -1 F' ij 140+56.85 - 31 LF OF 30 PIPE & 144+46.0, 42.0' RT ST N 30A 27 LF OF 12" PIPE 145+50.0, 41.4' RT EX 56" CMPs, REMOVE - wsr. 9909927192 CONCRETE END SECTION Nsr. #200200051375 BOOK 329, PACE 759 INST. #9523116 NCIP71� � - �'� S 141 49.9 65 45' RT STR. No. 52 CONC -- EXIST. 18" CMP AND HEADWALLS EXIST. 18" CMP AND HEADWALLS 75 LF OF 5'x10' BOX CULVE T STR. No. 30 EXIT SAN - . 141+70.0, 13.3' RT UNDER DRIVEWAY, REMOVE UNDER DRIVEWAY, REMOVE & ?_ EfJDWALLS REQ'D 141+05.0, 53.3' RT ADJUST C STING- .�-- _ INLET C-15 STR. No. 57 Sec. 24, T18N, R3E MANHOLE K-2 MANHOLE K-2 -- STR. No. 53 142+88.0, 42.0' RT 158 LF OF 42" PIPE - - EXIST. PIPE AND HEADWALL TO GRADE 38 LF OF 12" PIPE Cloy Township 104 LF OF 42" PIPE STR. No. 19 UNDER DRIVEWAY, REMOVE ono 141+70.0, 51.0' RT EXIST. 18" CMD AND HEADWALL y p 00 140+54.7 12.0' R T M.H. L-4 + + EXIST. PIPE AND HEADWALLS + UNDER DRIVE, REMOVE Hamilton County + + +14 INLET J--10 MOD. 32 LF OF 54" PIPE TO BOX CULVERT & 1 ENDWALL REO'D W= 1 6' W= 13' MANHOLE L-4 W= 16 75 LF OF 42" PIPE W= 12' W= 15' 870 - D= 56' D= 54' 65 LF OF 54" PIPE D= 51 ' W= 13 D= 47' D= 44' D= 42' 870 NOTE: RIM EL 881.18 849 120.00' VC ALL DESIGN FOR LINE "A" BASED ON SURVEY INFORMATION PROVIDED g50 _ o PVI STA = 144+30 0 BY: CROSSROAD ENGINEERS. SURVEY PERFORMED: FEB. 2004. _ + PVI EL = 857.00 rn --- -- 'HOLer Mohr- S-51 15" PIP 847 ado A.D. _ -0.53 RIM EL_B_' NOTE: DON 4`"r 15" PIPET 844.73 K = 225.42 - THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ARE DIG - 0.00% 0.00% 45 ¢ 00 85h- . Ln APPROXIMATE. THEIR LOCATIONS WERE DETERMINED FROM BuND 84 _ - n -1 INFORMATION PROVIDED BY THE SURVEYOR OR AVAILABLE EL9*!r �4 El Ba-a�-33 El 844.50 843 RIM EL�5�- -�853a4� > r 4 w V1API'ING. ALL. LOCATIONS 1-800-382-5544 84,4$3 2 a- )NS SHALL BE VERIFIED BY CONTRACTOR 85 0_ CALL TOLL FREE El 840.79 8 0 BE=(-jFE E` _AVATING BY CAI LING IUPPS (800) 382-5544. 1-800-428-5200 t G - FOR CALLS OUTSIDE OF INDIANA 8c�.1 __-- 8 60 - ---- _------ - ---- ------ 20.00' UC S-57A 8 5 PROPOSED I ---------1g�o-------------------- RIM EL_�A.B-g�g-$bQjm4 CONSTRUCTION E1�,5,g.�Jtl'�m�7� -__-_____ o PROFILE GRADE 12" PIPS----------- PVI STA = 141+80 � � -i `-- S-18 ° PVI EL = 851.10 -+- EI + A.D. = 1.62 ---- N ----- d Qc K = 74.07 RIM E �-4T� RIM EL - 88�.18 -- - - Q � 883�i9 12' PIPE F_�, RIM EL 854.5f ,, ! I -- - - -- - -t - ---- --- ---- RIM EL, �� "j Q oo ap -- -- - --- , - i 2.360% _ - � � --- ---- ---- ---- � S-59 Pt ufile Lire �A - j RIM EL 12" PIPE �_y-' ----------------- -., - --------� I---- ----- -'- --------- Ch pp 0.740% __ 142+7 9 C.�5 0 _-----.�- S-56 6' Ci,�y Pipe � i i El 850 Existinq Lift Station 1 ___ - -- --- - ('Vest ----------------- ----------- _� -El S Z1 ---- 12" PIPE RIM EL ----- 888 --- ----- 12" Clay Pipe RIM EL S-60A 8" P✓C , - -- __ _ _-- ----- - i 12" PIPE 85,6- 10'x 5' --Et.�4�3'1 - --- '� 36" MES I S-50 BOX i i --- - -- _ ------ i 854 -:ULVER i_ i _ -- -Y_-- - ---_--- 12" PIPE EI a� RIM EL 3A3 RIM EL TOP OF ENDWALL '3�3 - 1.81% El 842-00_ _ 42" PIPE �5 E E (N W) 844.77 850 S-30 RIM EL-"- S-54 i - S-57 � 1.81% 85" --- - --- - -- - PIPE _ 840 - --- --- ---- - - ----- --------- -------- --- --- 42 840 ----- - --__ --- -- ------85t - ------ S-=54A -� - ------ -- ------------- ----- 85 850- El m i _A - - 1.98% EI�58- "Ab EI3�8�1.1a 42" PIPE EI 848�`SCr" 8�1 848- S-53 4 84 + r 84G 84C 84r 42" PIPE 1.61% Ell S-60 ^2" PIPE - �` EI 54" PIPE 54" PIPE 0.84% EI 4.13 E1l_ i � ��13 4 4- 844- 8 .$1 1.12% - El „_; EI ° r 11" oo ao � 0'm Ln o r � r7 N ao o - o u t o I� o e n sal cfl Q) N (D f� I� N I� 00 N �CT L 6; -i O N N V cD ,� , a,�' � ry rn �'r' o r ° 4 o r o EI 842.90 �n = N N _ �n' I-n ,n `n �n L-n Lr> �� a'Ln lJ d' 4? , �7 r-. (1) to �� �I LO a:�to CYi QJ Cc 00 Ln co aJ Ln Oa c GO � cG In a_,LC' R7 In Q)to rp to 7 � a� G�00 cb "2n Do Co D 00 00 Do 00 Do 00 00 Do 00 Do 00 00 140+ 50 141 +00 141 +50 142+00 142+50 143+00 143+50 144+00 144+ 50 145+00 145+50 146 830 0 CONCRETE SIDEWALK, 4 INCH As-Built - Done b� CrossRoa d gn!@Ineers RTC, 'LEGEND SEE DETAIL ON MISCELLENEOUS DETAIL SHEET. (KK] HMA MATERIAL FOR MAINLINE. PAVEMENT TU HMA MATERIAL FOR TRAIL „ HORIZONTAL SCALE 1 1"x17" HORIZONTAL SCALE E0 HMA MATERIAL FOR APPROACHES 165#;S'° HMA.SURFACE,TYPE B, ON 165#/SY HMA SURFACE,TYPE B, ON - -- - -- - - --- -- -- --- -- sco CITY OF CARMEL �s � it J ib5#iSY HMA SURFACE, TYPE 0, ON 275#/SY HMA INTERMEDIATE,TYPE B, ON 275#/SY HMA INTERMEDIATE,TYPE B, ON DATE _ _ REVISED ���` ......., 9 RECOMMENDED,,' / g 1 = 20' 1 = 40' 330#/SY HMA BASE, TYPE B, ON 330#/SY HMA BASE,TYPE B,ON 5"COMPACTED AGGREGATE, N0. 53, BASE, ON 6-16-04 CTWLT lane from 144+OOf thru 148+OOt ��. '�\STE,� . l� FOR APPROVALLr � _ 6 1 5"COMPACTED AGGREGATE, N0. 53, BASE, ON 330#/SY HMA INTERMEDIATE C, TYPE B, ON SUBGRADE TREATMENT - --- - - ---- �� F�, �� +J4 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17' VERTICAL SCALE 330#/Sr'HMA BASE,TYPE B, ON COMBINED CURB AND GUTTER, REVERSED, 2 FT. Correct datum invert, & rim elev. Str. 30, NO• DESIGN ENGINEER DATE SUBGRADE TREATMENT ® 6-16-04 K 1 = 5' 1" = 10' SUBGRADE TREATMENT 1 COMBINED CURB AND GUTTER, MODIFIED, 2 FT. 53, 54, 57, 60, & 60A * PE10001104 CONCRETE DRIVEWAY, 6 INCH, ON - - - 5"COMPACTED AGGREGATE, NO, 53, BASE ® HMA MATERIAL FOR APPROACHES 0 CONCRETE CURB, 20 INCH 6-116-04 Str. notes for Str. 30, 53, & 54 STATE OF SURVEY BY SHEETS (GO CONCRETE CURB RAMP, ON 165#/SY HMA SURFACE,TYPE B, ON 1 CONCRETE MEDIAN 6 16-04 Add storm water ualit unit P ,•�w DESIGNED: MCO DRAWN: JW/AJO/BCA W] PLAN AND PROFILE CROSSROAD ENGINEERING 13 of 8�7 275#/SY HMA INTERMEDIATE,TYPE B, ON O --- q NDIAN-. 5 COMPACTED AGGREGATE, NO. 53, BASE 330 /SY HMA BASE,TYPE B, ON 1 CONCRETE APRON, 7 INCH FS V� ® s/ c* �� � 1 CAI-FL PROJECT NO. GAI-IN PROJECT NO. H' CONCRETE ISLAND, 7 INCH 330 /SY HMA INTERMEDIATE C,TYPE B, ON ® NURSERY SOD OVAL ` CHECKED:ASW/WSA I+A I CHECKED: FSH/WSA I yo l 1 40+00 t0 1 46+00 WATER VALVE, ADJUST TO GRADE 330 /SY HMA BASE,TYPE B, ON 6" COMPACTED AGGREGATE, #73, FOR SURFACE -- A040171 .00 2004-161 -10 SUBGRADE TREATMENT O 1 DRI-E REQ'D CLASS I DRIVE REQ'D W=. 1 STIR. No. 61 0 Sec. 2,3, T18N, R5E 0 FOR CONTINUATION SEE ADIOS PASS 0 STIR. No. 100 0 0 0 C:) 0 W= 12' 0 0 0 0 0 D= 21), 147+00.0, 19.5' LT ROUNDABOUT DETAIL 149+75.06, 235 LT + 1��ET J-10 + D= 22' + C/ay h ip + INLET B-15 + + '1�0 Wn PROP R ff STIR. No. 58A 4 IMF PIPE '4 k) �a ton n LF OF 12" PIPE • 0 ty, CO 50 EX S-7 . !0. 1 YqA •Ct ,Ir_,+42.62, 59.02' LT CLASS I DRIVE REQ'D 5 74 1, L 1_.�IST SAN. M.H. W= 12' 00 __STF_.___`N-o- 1 @-- � DO NOT DISTURB T 7 11 'r— D= 38 (I�) le V, L Ll I' EXIST 3AW M__H- 148+60, 62.92' LT' �-PROP R AfqL1 N4[_),, J A WB�jP(_� /W EP PC II%�E + k`11 DI URB R IF, DA+�LFL JL A74 Q FATHER _�,IEE �01 ELI ARE < EXIST SAN. M.H. T W RECONSTRUCT, N`;7 #98098_5_-�694 FT"I`7�//P-577�4-7-(TTT714 N1111 IL L1j RAISE BY 2.6± T. < EON: C, "I-TION 'A 0 co S ITS P.I. STA. 151+48.50, 0.0' p=r) ' 1. Exist. _LOLRZWI Exist. 50' RIW, Line "A' 1. STA. 51+44 � 0.0' LINE + Ld (REMOVE EXIST WALK) B UMENT D (REMOVE EXIST WALK) CONST. LIMITS _00 It (.n (D5 CONST. LIMITS U) Li ML 00 < S-100 -00, L4 a ------ no REFER TO ROU ",BOUV + Lli + =Lj DETAILS FOR DIN, ISIONS�l M LJ-JM P.I. STA. 93.6 CON�Sl_ Ii-i STRUCTURE TC. P.I. ST -�.57 LiriL_-7, I--A" M no + CD P.I. STA. �98.14 C Lij CONSTRUCTION- ST + =LLj rn C10`),)'49" E 1088.67' �L P.I. STA. 5.54 LINE 'S- -A" LIN- "A" Z CONSTF . `0 N J0,1 I IN H 00'03`08" F 2,C1_,:)11,) 08 LINE "A" N4 IN 00'03'08" E __91 .50' M P.I. 111 11 8+93.71 LI "A" P.1. STA. 98.26 1_1 A" v Cn Lj I 1AIEU A P.I. S 79.90 LINE -1 -A" P.I. STA I-INE "S- A" G o3 k V 18 00 _00 LIJ 6� 10 C) 7 0.; -64 G N �OIIIST. MITS (REMOVE EXIST WALK) fy Exist. 50' RIW Line "A ' S TR. No. 61 A —7-Tis-t.-5-0' RI-W,-Line "A" 1411+25*92, 40*42' LT i - CL X 50' W, No. 101 LIMITS STR. No. 102 STR. No. 62 EXIST TELEPHONE TO 5.1, 2 7' R T CONS 152+00.0, 3-1.4' RT M.H. K-15 L(-)T 7- -10 225 LF OF 42" 1 'T ; j ---- BE ADJ. BY OTHERS -E-AtT -ANDREA L. 49+7 Tr E, E_,41,ND- -J-7- -- __ -11 147+00.0, 19.5' RT LOT L T 78 M.H. K-4 All,)P AIVT-'� 1,1F F,HLLr'_-_ INLET M KEVIN 0 5 LF OF 42 PIPE L21 _LF OF 12" PIPE G Y P C'' WCAVE DIETMEYER L. CA --'..-N-TER ItJ'-:T #9:)4-4 4 IN T #200000021319 /NST #9609615 17 K CD INS7 #9�0991qf)76 �T �1. V, STIR. No. 63 STIR. No 62A �0 STIR. No. 64 Sec. 24, T18N, R CLASS I DRIVE REO'D CLASS I DRIVE REQ'D + + 147+00.0, 40.5' 8 98. 7' E AS-T- Round InI4 REMOVE EXIST. CLASS I DRIVE REQ'D M.H. K 149+00.0, 35.2' RT FIR HY R N1 �EM E C, ne% A?7_1 Clay Township CULVER'T__PI P E -2 M.H. K-4- 6T. LIMITS""' PROP R/W W= 13' W­ 16' W= 12' 150 LF OF 42" PIPE 200 LF OF 42" PIPE 148+35 A", RT FIRE Hamilton County D= 48' D= 25.5' D= 39' HYDRANT, TYP. FOR CONTINUA SEE ADIOS PASS MARKED TREES SHALL BE REMOVED ROUND,, DETAIL 880 AS PART OF CLEARING R/W. 880 TBIM #2 NE CORNER OF CON(-"PET E PORCH 13760 OAK RIDGE ROAD. 130.0' 30.0' VC LOW POINT ELEV 867.74 12 0,0 0' 1`�' STk 146+74.11 "A", 88 "5' LT., EL = 863.02' R ELEVATIONS THROUGH ROUNDABOL ' RIM EL LOW POINT STA = 149+75.06 HIGH POINT EL 87-1 -6 16.0 SE POT ELEVATIONS SHEET FOR ADIOS !nz PVI STA 149+85 0 16.0 1 - 0) HIGH POINT STA 151+', '�.48 PVI ELEV 837.68 + PVI STA 151+50 W��EVALVE 0 0 -866 A.D. 2-97 LO PVI EL 871.75 Co 0 K 10.11 A.D. -3.34 0 C� PV NAIL q), 0 < 00 K 3 5.91 r- -864 CD '12Jrp OAK RIDGE RD (.0 + + 0) + + Cn __j R I ly, Ln RIM EL_5��9*1.018T Ilt Ill- - 0 —A 0 Ln > 0 0 0) LCA � l a_ —--------- 6 00 \_EI -0" Do --- ------ C� < Cf) r CO (D 870 WATEP-vALVE + 00 Cf) (0 Cn I'D 00 70 00 00 F-1 + > 00 Pr-file 00 RIM C) 12" PIPE > _j -2.464%-- -2-000%o> -j > -j L, a_ w P.I. STA- 148+93.63 CED PROPOSED < 4 CONSTRUCTION Cn (.0 U) EI .8Z 00 PROFILE GRADE 00 5� RIM 865.8± ----—------- R I�ME L�. 8.m1 I ---------- —12" PIPE ---------- 6" ,gray Pipe ----------- - .8-2-V_j=---- RIM EL_aC�;4-.��ftj.82 El 860 El -1�_ 860 42" PIPE 0.32% 42" PIPE 1.09% 12" P11, 42" PIPE 0.70% NOTE: ALL DESIGN FOR LINE "A" BASED ON SURVEY INFORMATION PROVIDED 12" PIPE E 1,5-5-5-�M21----- - )!RIM EL_aaj:.:�061M (S---10-1) BY: CROSSROAD ENGINEERS. SURVEY PERFORMED: FEB. 2e,04. 12" Cloy Pipe ------------------ ------------------4 1 _1 li(­ 0:)LEY- 350 - - I - i ­ - - _ __ _ _ _ 1.1---------------.,----- -----------,-------------------- 1 1 -- NOTE: EL Ts"jo DON'T R I M EL_a6ra7� 86 850 THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ARE DIG (=S-63 - APPROXIMATE. THEIR LOCATIONS WERE DETERMINED FROM BLIND,0IIIi _10Y -1.F,e IS b 4 INFORMATION PROVIDED BY THE SURVEYOR OR AVAILABLE - 32-5544 MAPPING. ALL LOCATIONS SHALL BE VERIFIED BY CONTRACTOR 1-800— 99) CALL T—L FREE El 0-70% 42" PIPE 861� 862 BEFORE EXCAVATING BY CALLING IUPPS (800) 382-5544, 1-800-428-5200 5 4- 12" PIPE - FOR CALLS OUTSIDE OF INDIANA 42" PfPE V) E Ln Q0 .2ib r- LO 0) 0 (0 Ln (0 00 C) 4 CO 0 1-) �N �C, C 0 LC) (3) C14 (C) co 17, - l�j C_� 015 IT; co (Z �c �0 (0 - f , 0 CD 41 0�) I0 T) (D cc (0 cc CO (.D co (0 cc (0 cri Q0 (�o r- oj r- CC f'- 840 00 DO DO 00 00 00 DO 00 DO 00 00 DO 00 00 840 146+ 50 147+00 147+ 50 148+00 148+50 149+00 149+50 150+00 150+ 50 151 +00 151 +50 1521 4s-Built Done, log CrossRoa d On!@!nears RIC, LEGEND (A) SEE DETAIL ON MISCELLENEOUS DETAIL SHEET. HMA MATERIAL FOR MAINLINE PAVEMENT HMA MATERIAL FOR TRAIL REVISIONS OB HMA MATERIAL FOR APPROACHES 165 /SY HMA SURFACE,TYPE 8, ON 165 /SY HMA SURFACE,TYPE B, ON HORIZONTAL SCALE 11"x17" HORIZONTAL SCALE 275#/S) HMA INTERMEDIATE,TYPE B, ON 275 /SY HMA INTERMEDIATE,TYPE B, ON DATE REVISED S.C.OT CITY OF CARMEL 46 - 15WIt /Sy HMA SURFACE, TYPE 8, ON SCO RECOMMENDED 1 20' 1 40' 7 165# 330#/SY HMA BASE, TYPE 8, ON 5"COMPACTED AGGREGATE, NO. 53, BASE, ON Q)\S T FOR APPROVAL VERTICAL SCALE 1 1" x 17" VERTICAL SCALL-i 330#/SY HMA BASE, TYPE B, ON 6-16-04 Lt. turn lane from 1 44+00± thru 1 48+00± 5"COMPACTED AGGREGATE, No. DESIGN ENGINEER DATE i 330#/SY HMA INTERMEDIATE C,TYPE B, ON SUBGRADE TREATMENT ,REGArE, NO. 53, BASE, ON OAK RIDGE ROAD IMPROVEMENTS 330#/St HMA BASE,TYPE B, ON (j3 COMBINED CURB AND GUTTER, REVERSED, 2 FT. 6-16-04 Stir. 102 I.E. WENT 1 5' SUBGRADE TREA1 SUBGRADE TREATMENT 1" = 10' f OC CONCRETE DRIVEWA)', 6 INCH, ON (5 COMBINED CURB AND GUTTER, MODIFIED, 2 FT. PE 1000 1104 5"COMPACTED AGGREGATE, NO 53, EASE HMA MATERIAL FOR APPROACHES CONCRETE CURB, 23 INCH 3 STATE OF 0 SURVEY B'.' SHEETS ICO INCRETE CURB PAN!" ON 165�/SY HMA SURFACE,TYPE B, ON DESIGNED: DRAWN: JW/AJO/BCA r 275 /SY HMA INTERMEDIATE,TYPE B, ON (0 CONCRETE MEPAN PLAN AND PROFILE CROSSROAD ENGINEERING J_• DIN 1 Of T 87 5"COMPACTED AG(,RFGATE, NO. 53, BASE 330 /SY HMA BASE,TYPE 8, ON CONCRETE APR�0A, 7 INCH + GAI-FL PROJECT NO. 11�AT­ 'DROJECT NO. Qi) CONCRETE ISLAND, 7 IN(,H 330 /SY HMA INTERMEDIATE C,TYPE B, ON NURSERY SOP — S/ANAL CHECKED:AS,1 WSA 146+00 to 1 . Wv� WATER VALVE, ADJUST TO GRADE 330 /SY HMA BASE,TYPE B, ON 6"COMPACTED V;Gi�'E.GATE, #73, FOR SURFACE CHECKED: FSH/WSA A040171 .00 y W 400 L�j "A + Lj SUBGRADE TREATMENT O CLASS I DRIVE REQ'D O CLASS I DRIVE REQ'D c7 CLASS I DRIVE REQ'D p CLASS I DRIVE REQ'D p CLASS I DRIVE REQ'D 0 __ i DRIVE REVD W= 16' W= 1 6' W= 12' � W= 12' O W - 16' O W= 16' Sec. 23, T 18N, RJE O STR. No. 103 p STIR. No. 105 O O O 154+80.0, 24.5' LT CD STR. No. 105C -¢ D L .5' + + D- 25.5' Cla Township + INLET J-10 + D= 25.5 + D= 25.5' 15 +02.78, 24.5' LT �- STIR. No. 105A D= 25.5 + + + D= 25.5 + STIR. No. 1008 + y p _ REMOVE EXIST. M 49 LF OF 12" PIPE STR. No. 103A 156+20.0, 44.0' LT _ _ _ v H ilton County nv. I (N) Elev.= 860.64 IN ET C-15 YARD DRAIN - 152+30.73, 44.06' LT L!� Ln LC) 154+83.73, 57.46' LT 49 LF OF 12" PIPE � �LVERTPTPF L EXIST SAN. M.H. LOT 31 LOT 316 nv. ut (S Elev.= �7F1 15 28 LF OF 8" PIPE LOT 314 �quure Inl-- Ln A T CASTING V_ T- EXIST SAN. M.H. T 31- -- -- ---- ---- DO NOT DISTURB �� ' '` i� •;'. �.' ::i",`;' MA;" H_ AND_ RENEE Aq, NOE MA.R{< E. AND CHERYL L. REF Tn --- --I_. ��_- � N �F'i_ ,i< � � ------ h;i �Jev= �T�. 3=- �,- , G - - ----- --- ��- ti_� F -ANC uviA_HgRoRr� o _, I a� _Itia, STIR. No. 105D NST. 980956933 Q2 8„ RCP 157+83.73, 54.46' L # TBM #3 INST. #9909956914 INST #970973988 N57: #8918,45 3 • IN'1, #-onr�tl3.,'4� > T T H. H.H. 3 /­-CONST. LIMITS 8' PVC 8' PVC nv. out (w) Elev- 826_/8E ADJ STED BY' O�YERS j EXIST. 50' R/W, Line „A" S-105A S-105 ------ -- _- _-- _- - _ n _ 1 _ EXIST. 50' R/ ine - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �"�eTi� lie - - - - -- - - - - - - - - - - - - �- - © - -(REMOVE WALKS CONST. LIMITS - CONST. LIMITS 00 _ CL 4" LL / 4 1 t/) r_) tz S 03 S-105 v � d - - - - --- - -- - --- - --- ' K C4) 14 i CONSTRUCTION I �-■Ill� l n N 00°00'11" W 11\lr ILA 69-Wi. RIDGE RR 09,21k 14- T I � 15 cv CL -106 � C �I _ ) - �"1`= `- - --- - --- - --- - -C --- --- C I g CONST. LIMITS -� COf•11ST. [_IMITS (R MOVE WALK) CONST. LIMITS �� O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7,CSTR. No. 1048 - - - - - - - - - - -/ PVC 8° PVC OpLqT. LIMITS - EXIST. 50' R/W, Line "A" REMOVE EXIST. 4�j Eh CULVERT PIPE 7 Ln7 74 LnT 73 �S. R. No. 106 LOT 72 J_' -T -7 -- - -- - 156*02.78, 24.5' R T -- �= ti J L� Nl� Mar r RE_T v 31N EIM,ER PHYLLlS JEAN MORRIS SUSAN LYNN CLASSB RN-LARIME u�HN_ .1 of N3 fEr?E M.H. - .� ' Kar9927 #96096 37782 CN INST KENNETH CHARLES LARIMER j 203 QF, 42" POPE INST #9720655 INST #700-00060,5 NST. a X41 #- + STIR. No. 104A STIR. No. 104 INST #200300006043 Rim E1e�= VTR. No. 106A STR. No. 105B STR. No. 104C 87016 VE EXIST. Sec. 24 T18N RJE 156+93.2, 45' LT 154+80.0, 24.5 R S nitary Line ,,Y, CLASS I DRIVE REQ'D REMOVE EXIST. M.H. K-10 r` 155+45.98, 56.43' RT ULVERT PIPE EXIST INLET, REMOVE `o W= 16' CULVERT PIPE � EXIST SAN. M.H. � � Clay Township INLET A-2 � c + D= 25.5' 280 LF OF 42" PIPE + DO NOT DISTURB + + Hamilton County CUT TWO 4" PLASTIC _ - + CLASS I DRIVE REQ'D W= 16 _ TBM #3 - CHISLED X ON SOUTH EASTERLY BONNEfT BOLT OF FIRE HYDRANT W= 1 6' W= 12' W= 16' DRAIN PIPES OVERLAND W- 16 D= 25.5' STA. 153+64.59 "A", 62.23' LT., EL. = 870.76 D= 29' D= 31 ' D= 25.5' D= 25.5' 3/8" PIN FOUND 120.00' VC RIM EL `5' 61.116 LOW POINT EL = 868.05 _ RIM w LOW POINT STA = 156+02-78 S-105B 0 AK RIDGE RD. _ "C" & "A" PVI STA = 156+00 S-105A ,-64 s P VI EL = 867.80 A.D. 8 p RIM EL .D. 1 = .68 ffal El 862.27 ��3 K - 71.52 86 �� 1 86 86 8" PIPE ..E 5/8" PIN FOUND PIN W✓ CAP FOUND N (,1 E<isting Profile Line 'A' o RIM EL�G�-�-3'$�j$,38 0 + u" N n r �}- P.1. STA. 154+00 A 86F 5-103 + 86 + in M � � 00 0) cy Ln M tC) N c0 864 PROPOSED (0 864 - � w Q 00 S 105 U) __j 86Z;JLCONSTRUCTION °O w E PROFILE GRADE Cn w Cn w I --------------------- 0 j -- - ------------- 862----- ----------------- --- --___- 870 -0.878 -----_----------- -- 12"----PIPE ------------ ----------------------------------------- 12" PIPE a_ 870 ------ --- - - ----- ----- ------- --------- ---------------- ----- ------- - ---- _- T --- - - - ----- - -------- --- -- ----------------- - ---------- ------- - -RI 8.24 rrF r h rI --- RIM E Pipe - I � ------------------ ------------ ------ ------------ 860 - -- --- ------ ---- - - - - - -- - - EIl d� M201 42" PIPE 0.61% 42" PIPE 0.45% 42" PIPE 0.31% t r EI�-6tT�Qj.� NOTE: EI- a5_ _ SIM ALL DESIGN FOR LINE "A" BASED ON SURVEY INFORMATION PROVIDED �El s-Los BY: CROSSROAD ENGINEERS. SURVEY PERFORMED: FEB. 2004. NOTE: 'HOLEY MOLEY" THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ARE DDIG ' APPROXIMATE. THEIR LOCATIONS WERE DETERMINED FROM BLIND 850 INFORMATION PROVIDED BY THE SURVEYOR OR AVAILABLE MAPPING. ALL LOCATIONS SHALL BE VERIFIED BY CONTRACTOR 1-800-382-5544 850 CALL TOLL FREE BEFORE EXCAVATING BY CALLING IUPPS (800) 382-5544. 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA O O') c0 N 00 Ln L0 O) O i� +ti 00 _ i r"i M r7 �- co N ul °7- � N !`I �i c�) 0 r'l _- - 1 ci O O O C� O O Op 6) LT r1; rT� 6i O O r. r r. O) D� 00 �- 00 co 00 <C' 00 v o 00 rn 00 a5 CO cY CD � CD o� of CD M C0 Dj C0 � t) cD a i c0 r a CxD 00 00 00 00 00 00 DO - 00 00 DO 00 152+ 50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 156+50 157+00 157+50 158 As-Bui It - Done b� CrossRoa d gn!@inaers P.C. LEGEND EE C�ETAIL ON MISCELLENEOUS DETAIL SHEET. �K HMA MATERIAL_FOR MAINLINE PAVEMENT (1) HMA MATERIAL FOR TRAIL v HORIZONTAL SCALE 1 1"x17 HORIZONTAL SCALE 165#/SY HMA SURFACE,TYPE B, ON 165 /SY HMA SURFACE,TYPE B. ON HMA MATERIAL FOR APPROACHES - - - -- - -- -.____ `` S OT 165#/SY HMA SURFACE, TYPE B, ON 27`#,�SY HMA INTERMEDIATE, TYPE 8, ON 275 /SY HMA INTERMEDIATE, TYPE 8, ON DATE REVISED �Q� ...... T9 RECOMMENDED U CITY OF CARMEL s 1r I"= 20' 1" = 40' 33l)#;SY HMA BASE,TYPE B, ON 330#/1'_1 HMA BASE,TYPE B, ON 5"COMPACTED AGGREGATE, NO. 53, BASE, ON 6-16-04 Str. 104 & 106 I.E. ... \ST F••••. l �A� 330#/SY HMA INTERMEDIATE C,TYPE B, ON SUBGRADE TREATMENT �G RF• l FOR APPROVAL 6�-��=®� VERTICAL SCALE 1 1" x 17' VERTICAL-SCALE 5°COMPACTED AGGREGATE, NO. 53, BASE, ON --- - -- - ---- -- o . OAK RIDGE ROAD IMPROVEMENTS SUBGRADE TREATMENT 330#/SY HMA BASE,TYPE B, ON 1� COMBINED CURB AND GUTTER, REVERSED, 2 FT. -_- _-- --_ No' DESIGN ENGINEER DATE 1 = 5' 1" = 10' SUBGRADE TREATMENT COMBINED CURB AND GUTTER, MODIFIED, 2 FT. * PE10001104 C CONCRETE DRIVEWAY, 6 INCH, ON 1� -- ----- ------- - M HMA MATERIAL FOR APPROACHES STATE OF W 5 COMPACTED AGGREGATE, No. 53, BASE � 1� CONCRETE CURB, 20 INCH SURVEY BY SHEETS 165#'S4 HMA SURFACE,TYPE B, ON - - -- - - -- p c�, DESIGNED: MCO DRAWN: JW/AJO/BCA NO } CONCRETE CURB RAMP, ON 275#'SY HMA INTERMEDIATE,TYPE B, ON 0 CONCRETE MEDIAN - XNDI AN? P LAN AND PROFILE CROSSROAD ENGINEERING 15 of 87 5'COMPACTED AGGREGATE, NO. 53, BASE 330#/SY HMA BASE,TYPE B, ON ® CONCRETE APRON, 7 INCH FS C\ <H CONCRETE ISLAND, 7 INCH 330 /SY HMA INTERMEDIATE C,TYPE B, ON - ---- - - ---- s�0 �'� CHECKED:ASW/WSA n CHECKED: FSH/WSA n 152+00 to 158+00 GAI-FL PROJECT N0. GAI-IN PROJECT N0. 330�/�Y HMA BASE,TYPE B,ON ® NURSERY SOD AL W'A FP VALVE, ADJUST TO GRADE #, `' 6" COMPACTED AGGREGATE, 73, FOR SURFACE A040171 .00 2004-161 -10 SUBt,f<'ADE TREATMENT ® # I _(. 'LAS`D I DRIVE REQ'D 0 0 CLASS I DRIVE REQ'D 0 0 0 pTR. No. 1 .0714 W= 16' STR. No. 107B STIR. No. 107F STR. No. 107G CLASS I DRIVE REQ'D 0 CLASS 1DRIVE REQ'D 0 W=20' 162+30.92, 34.3' LT. 0 162+20.19, 53.9' LT. 0 0 �3E 8,c,�q I Z_ 2' L T I STR. No. 107 D= 25.5' + + D= 32' + EXILST�L)SANf� MH EXIST. 5AN. MH 'Inv. qkYE I ff ­9+03.22, 58,' 158+72.44, 20.3' LT, C14 1EXIc'T, SAr,I, IMI-1 '24 5' LT XIST. CULVERT PIPE W= 15' + W= 17' 00 Sec. 2, + + V, mPD 2 5.5' DISTURB Clq)� 7-ownshF I (C) E) 0 Metal P�e 1N[,ET , T ,,/P4 J-10 0 BE REMOVED D= 40 + 0 STR. No. 107D + ADJ. CASTING TO GRADE DO NO LOT _309 m --------I T----------- 86703 nv oft E) L 0T) 55 (.0 49 LF 0� '12" PIPE LOT 160+77.82, 20.8' 2 Q0 STIR. No. 107E I (-'�) 161+16.6 60.1' LT. 87 Hamii to" - 0 9—al—-- �` . �1 T EXIST. CULVERT P Inv ln (S) Elev,= STR. No. 107C milf 41 1 P` _F'IcH EXIST. SAN. MH 7WW A E M k:EP 777 _J 0 DA VID ANP S�U_AANNE f'\)4N /,ENjqEt:H L7 A O ( �11_ I TO BE REMOVED TV[7) iL7L 159+64.74, 19.4' LT. DO NOF,\�'DISTURB + 0 Ll I Inv. Out (N) Elev.= E) 00 EXIST. CULVERT PIPE PA-2F lj)�, INS F00f< 5,�J, PAGE 149 Rut, 3514, PALE -',`I TO BE PEMOVED 3' P VC LO CONST. LIMITS• EXIST 50' RIW, Line "A" EXIST. 50' RIW, Line "A" -T - C 0 I'l S T. LIMN N/z/ ONST. LIMITS -/ C 00 _00 P.I. STA. 62+61.42 "A" AIL- 00 00 NE CORNER, SE 114, L.Li < —- - -—- -- RR SPIKE FOUND OK (_0 L�j Li K- -—- - - K Q0 CD < + ui C, + _00 UMENT SECTION CORNER REQD) 00 14 G 3" RISE 0 �5 _roNEFEf?E_NcEf_A_vA`-- - -–- - - n14 + Lz-4 0 LLJ+ LINE "A Ln INE "A" &I CONSTRYCTION �y 12:1 2:1 N 00° 4'03" W U�) L-Li Ck 0- _00 J?.I. STA. 160+92.21 LINE "A uj OK OAK RIDGE ROAD U71 P.I. STA. 10+92.29 LINE "S-2" Cl- C",I 1�/? Ld < 00 +42.0 + Lu mom m 1,08) G (0c) OG —Ln 17 121 Ln 2i 1 M CONST. LIMITS CONST. LIMITS -- - — - - — - - — - - - — - - — - - — - - —- - — CCINST- LIMITS CONST. LIMITS -- '/ST 50' RIW, LINE "A EXIST 50' RIW, LINE "A" EXIST 50' RIW, LINE "A" 6 9 68 +52.8 7 STR. No. 109 LOT 67 rri "cn�tarv' Manhole L T 495 RT Z_ 29 VELEf T. MANHOLE K-4 C, 0 Rim Ele, - C_f;1EG,_1_)f") i-,/m ApvE1 SHEILA H�P'ST E - - -- +32.2 161+50.0, 31' RT EXISTING,FENCE --- A i�[ I"L JERO�11E A. AND [)AWN M. WILLIA�4S 9 -YE�0,&I,346, PACE 261 IL303 LF OF 42" PIPE ID #9 77 /NST #9508874 INE T. STR. No. 108 STR. No. 108A r 15" 0 Cloy pipe STIR. IN o. 111 158+47, 24.5' RT Elev.- 87517 160+60.01, 56.5' RT. STIR. No. 109A Sec. 24, T1 Ml, 11?JE m 163+87, 24.5' RT M.H. K-15 + CLASS I DRIVE REQ D EXIST. SAN. MH 162+46.40, 50.3' RT Cloy Township iw,, In (W) Elev.- 856,21 M.H. K-15 245 LF OF 42" PIPE W= 16' DO NOT DISTURB EXIST. SAN. M.H. 237 LF OF 42" PIPE D= 25.5' DO NOT DISTURB Hamilton County N OTE: FOR ELEVATIONS THROUGH INTERSECTION ALL DESIGN FOR LINE "A" BASED ON SURVEY INFORMATION PROVIDED 11-10.00, VC SEE SPOT ELEVATION SHEET FOR NEVELLE LANE BY: CROSSROAD ENGINEERS. SURVEY PERFORMED: FEB. 2004. PVI STA 158+50 PVI EL 869.80 OAK RIDGE RD. A NOTE: "HOLEY MOLEY" A.D. 2.08 *C.4 120.00' VC DON'T 6.1 41, THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ARE K 57-69 �n 14).1 HIGH POINT EL = 876.61 D PK NAIL FOUND Q0 APPROXIMATE. THEIR LOCATIONS WERE DETERMINED FROM BLIND HIGH POINT STA uj 0 161+32.83 0) INFORMATION PROVIDED BY THE SURVEYOR OR AVAILABLE Z 3/8"PIN FOUND -,I- PROPOSED 0) + PVI STA 161+00 MAPPING. ALL LOCATIONS SHALL BE VERIFIED BY CONTRACTOR 1-800-382-5544 + 0 0 1- co CONSTRUCTION CALL TOLL FREE (0 (N PVI EL 877.00 r- F—P.I. STA. 162+00.0 00 PROFILE GRADE BEFORE EXCAVATING BY CALLING IUPPS (800) 382-5544. 1-800-428-5200 Ln -PIVII EL A.D. -3.72 FOR CALLS OUTSIDE OF INDIANA 4 880 Cn _j r- 880 _C� 00 K 32.23 00 E /1­,t1nq Profllp inf� cn _j RIM EL > (n _j (C-1 DO7 u bi I---I a_ u > -- > + -- -- ----------- _T ------------- CL U-) In _�___tr-8437-------—------------------------------------------- < 00 ft4AO 0 _j RIM EL > ­12" PIPE ---- ------------------------ ---------- ------ ------- 7- _T ------— ---------------------------- ---- ----------------------- 12" PIPE ------------------ -- ------------------ -------------------- 870 ..... ---------- -------------------------------- ---------- ------- 870 ----------- 6" Cloy Pipe RIM EL 6" Cloy Pipe r-A ----------- ----- ---------- ------ Ei_=" ------------------ II ----------------------------------- --- II II ---------- ft2J4 �El P 42" PIPE 0.36% T' P v� Pipes 42" PIPE 0.44% --- 8 60 860 El \\\_EI (C�o (],l I ----/,---_--Clay 108 Ln 00 0 CY) 04 L0 (.0 L0 r- 00 J) 0 Ln ',C) L1, co cri r- r 00 r- C)� r- CC r- CD r- o-) r- 850 00 00 co Co 00 00 03 00 co Co 00 00 00 Co Co 850 158+50 159+00 159+50 160+00 160+50 161 +00 161 +50 162+00 162+50 163+00 163+50 164 As-Built - Done bg CrossRoad Snginssra P.C. LECFND J., UE',N!_ ON VISJ:FI _FNFOUS DETAIL SHEET. HMA MATIPIAL FOR MAINLINE PAVEMENT (D HMA MATERIAL FOR TRAIL REVISIONS A6mf5Ujjt HORIZONTAL SCALE 111"07" HORIZONTAL SCALE 165� HMA SURFACE,TYPE B, ON 1651/SY HMA SURFACE,TYPE 8, ON I B) I MA M,4TFRIAL FOP APPPOACHES REVISED- SCOT CITY OF CARMEL 275#/1�y HMA INTERMEDIATE,TYPE B, ON 275 /SY HMA INTERMEDIATE,TYPE B, ON DATE RECOMMENDED C"� 1 20' 1" = 40'•�4M,A SjjRr,AC'E, TYPE 9, ON 3 50 SY HMA BASE,TYPE 8, ON 5"COMPACTED AGGREGATE, NO. 53, BASE,ON 3 HMA BASE,TYPE B, ON '0#/SY HMA INTERMEDIATE C, TYPE B, ON SUBGRADE TREATMENT 6-16-04 Str. 108, 109, 111 I.E. FORAPPROVAL VERTICAL SCALE 11" x 17' VERTICAL SCALE 3, #IcY HMA BASE, TYPE B, ON OAK RIDGE ROAD IMPROVEMENTS 9"�`,)MPACTFD AGGREGATE, NO. 53, BASE, ON 330 No. e'� '.. Su6,GRADE TREATMENT (G COMBINED CURB AND GUTTER, REVERSED, 2 Fr. DESIGN ENGINEER DATE 1 5' 1" = 10' SUBGRADE TREATMENT PE 1000 1104 T T W_Line "A I X11 117 1,7�] 12:1 .5 2:8 + 2 32 j 49. RT �7, CONCRETE DRIVEWAY, 6 INCH, ON (1 3 COMBINED CURB AND GUTTER, MODIFIED, 2 Fr. SURVEY BY SHEETS S"COMPACTEDAGGREGATE, NO- 53, BASE OM HMA MATERIAL FOR APPROACHES @ CONCRETE CURB, 20 INCH $TATE OF 165#;/SY HMA SURFACE, TYPE 8, ON DESIGNED: MCO DRAWN: JW/AJO/BCA FNW� CONCRETE CURB RAMP, ON (0 CONCRETE MEDIAN PLAN AND PROFILE CROSSROAD ENGINEERING 16 of 87 275#/'SY HMA INTERMEDIATE,TYPE B, ON PA. D I 5"COMPACTED AGGREGATE, NO. 53, BASE 330#/SY HMA BASE, TYPE B, ON 0 CONCRETE APRON, 7 INCH ....... WSA 158+00 to 164+00 GAI-FL PROJECT NO. CAI-IN PROJECT NO. 330 /SY HMA BASE,TYPE B,ON Fe-61 H C 330p/SY HMA INTERMEDIATE C,TYPE B, ON @ NURSERY SOD /ONAL CHECKED:ASW/ FLs CHECKED: FSH/WSA CONCRETE ISLAND, 7 INCH WATER VALVE, ADJUST TO GRADE SUBGRADE TREATMENT @ 6"COMPACTED AGGREGATE, #73, FOR SURFACE A040171 .00 2004-161 -10 CD STR No. 110 p STR. No. 112 STR. No. 114 Sec. 23, T18N, R3E O O O l6 44-78, 31 6 LT _ + 164+72.3, 31.6 LT 166+60-0, 24.5' LT CLASS I DRIVE REQ'D CLASS I DRIVE REQ'D STR. No. 114A � + INLET B---5' ' 2 �- + INLET B-5 + INLET J-10 Clay Township + W= 12' + In W= 16' 168+13.10, 19.7' LT + + _ I 66 LF OF Y2" PI E l.V Ll7 cD � CD EXIST. SAN. M.H. 0') O \� 67 LF 12" PIPE 49 LF OF 12" PIPE Hamilton County D= 41 ' + + D= 25.5 Q0 _ Z CO Cfl CU CO RECONSTRUCT, ({� �' e- t; _ T I?? oT 130 7 1 LT ; : r � - - ---- , , � „ ;� STR. No. 112B L- R Y o.6t FT. - - - -- - _ 'Q -CONS1� LIMITS ti4 , r_ra - rIA P1v,. ANE) EE�MOND L. r44SPiN�r 1 EDWARD E. AND BErTr Ju �RTRECHT - , ,, - CLASS I DRIVE REQ'D ___ HL _rF_E_ \N -__PEr�I.JE GARB_n Pr 1EF rL,_ aN JI._,_LF "'� '� --- - -- 166+45.35, 19.7' LT - - c I< r � DO NOT DISTURB �� INS7 #�80JE593136 EXIST. SAN. M.H. - 7076 -T 1�0o J��33322 W- 15 � �S1 �.>nrun-,ollcl� STR. No. 112A D= 25.5' + +87.4 RECONSTRUCT, -- --- - �I� -►) �� 49.5' LT. 165+47.05, 39.4' LT LOWER BY 1.71 FT. sanitary Manhole XI F`I HY NT EXIST. TELE. HANDHOLE Rem Elev.= 878,14 Whole DO NOT DISTURB ADJUST CASTING BY OTHERS CONST. LIMITS EXIST. 50' R W, Lin "A" - 3y CONST. LIMITS / g h - _ w +12.9 R2S' T Z �� - - - - - �- - - - - - - - � - - - - - - -- - - - ) - - - ` r - �'= - - - - - - © - - - - - - - - - • - - - - - - - - - - - NS LIMITS 49.5' LT. �i � � Inv In (N Elev.= 86.5.74 B r - _ wlr F- ap T Inv. Out (_`;) Elev.= 865.64 _ _ r 0 12: 1 ' 12: 1 C T mv u,r ,NF' [r-v = 866.7 r�i �� (; - --__- o S- S-1 14 � 00 - ---- -- -- G % Q l Q 1 1''" CI Ipe 12° Clay Pipe CD Z V 12" Clay Pipe O 1 eJ T __ - I w LINE 5 -3 --- 9s6 w -- - - Q Q 1' C M1 - _ ' -�oo ��CE NOTE BELOW � � ° w N LJ 14 + INE "A" & CONSTRUCTION- CONSTRUCTION � N 00°04�U " W '03'08" E 6351.5 ' t _ 14 � 14 OAK 1nGE ROAD K 15 - O -- �� S-146 - �anit�ry Manhole � )lyrti f,1"e Rim Elev 1 G r 1.,,, Q Cloy Pipe, d - Inv. In (W) Elev.= 866.42 W EXIST. R/W Line „A» \ - - - - - - - - - - - - - - - - - - DOO 1 .a CONST. LIMITS EXIST FI -_ - ' X71 - -- CONST. LIMI+02.8 EXIST FENCE, RELOCATE STR. No. 115 INSTALL FIRE HYDRANT, TYPE II - EXIST. 50' R/W, Line STR. No. 116 49.5' Ly. i O1 14 67' TO R/W. 166+60.0, 24.5' RT STA. 167+13.39, 44.8' RT 17 1_? T 1M.H. K-10 �- --- 168+30.0, 20.5' RT T r ,,,.__ tiC �,, r _ n T „T CE F �;i , CONFLICT MH K-4 -1 - ucilT 1 aSTR. No. 116C- 153 LF OF 42 PIPE _ RD_N ANL F ?_ E =-T-AN_ L AND „AME_ A. FERRIELL, JR. AND _,HEW �`_- - FE FIF - _'= 7 - `+56.7 r� `onitar Manhole,�' -_ - _ y 180 LF OF 42" PIPE REMOVE EXIST.S-3" INST. g..�n?5 66-'? JOHN AND 114/` ELLEN ST ANGELO INST. #891 471 ` Book _�49. PA'E 930 CULVERT PIPE 7 i f8.Lev.R3E 87 .06 STR. N o. 113 INST. *_-0030001,3199 Sec. 24, Cla T vmth STR. No. 16A STR. No. 116B M.H. K 1 24.5' RT y 168+14.30, 1.3' RT CLASS I DRIVE REQ'D + 168+35.54, 30.6' RT CLASS I DRIVE REQ'D + M.H. K-15 120 LF OF 42" PIPE Hamilton County EXIST. SAN. M.H. W= 1 2' EXIST. SAN. M.H_ DO NOT DISTURB - RECONSTRUCT, W= 1 6 D= 25.5' LOWER BY 0.91 FT. D= 25.5' P I-* - P.I. STA. 164+48.55 "A" = 10+92.29 "S-2" P.I.** = P.I. STA. 164+51 .44 "A" = 10+92.29 "S­2" I FOR ELEVATIONS THROUGH INTERSECTION 1/2°PIN FOUND 1/2"PIN FOUND cn SEE SPOT ELEVATION SHEET FOR ANGELA DRIVE AND HOWE DRIVE V �° 7 - - 120.00' VC OAK RIDGE RD. - 120.00' -VC 814.32 LOW POINT EL 874.18 \� 874 RIM EL HIGH POINT EL 875.00 LOW POINT STA = 164+78.50 HIGH POINT STA = 167+93.62 --- i PVI STA = 164+50 0 1/2"PIN FOUND 0 PVI STA = 168+00 0 PROPOSED PVI EL = 874.05 - 87� � PVI EL = 875.10 co CONSTRUCTION A.D. = 1.142 I+t7 r� 5-114 N A.D. = -0.67 CO GO PROFILE GRADE K = 105.00 - N P.I. STA. 169+00.00 A K = 178.72 � 00 880 s-110 = - 87 h - 880 RIM EL Q 00 EI �-. ' U) _j E,i5tiw:T Pr,-tile Line 'A' El .5 8 0 _ Z. S-1 12 - w � w E 8 > ----------------------- RIM EL_] fl' 12" PIPE 9"A - - -------- ----------------�------ ---------------------------------- ---------- ----- � _-'--_____------------- _ � --- ,t1Y � z F-� 12" PIPE ----------- 0.300% i li ------ J_ I -0.371 12" PIPE RIM EL RIM EL 874.7f RIM E 'IS,22 RIM EL 874.81 RIM EL 874.91 _-_------- I' ---- - ----- I I S-113 S-115 I S-116 SANITARY SEWER WEST LATERALS 8 MAY NEED TO BE ADJUSTED Q O / V - ------- --�--- --- --- --- -- --- -- 8 I I I I I I _ _ ----- -- - I I I I --------- ---L- ---------------- ---------- ­EAST SINE 1' {-'V� FIRE ------- I -- - - - --- - - El ------------ ---------------------------- ------------------ -- - - r--- - -------- FINEST LINE 12" Cloy Pipe -- - -- r- I S, � li�rb I rc�F - ---- ------ --------�- ---�� ---- ---. _i ---- --- � Clay Pipe�__ - _----- - -----1- - ---- 42" PIPE 0.09% _, 42 PIPE 0.58% 42" PIPE 0.56% -- -- --- -- ---- 42" PIPE 0..54% NOTE: EI � ��� EI 3�3 ALL DESIGN FOR LINE "A" BASED ON SURVEY INFORMATION PROVIDED 860 BY: CROSSROAD ENGINEERS. SURVEY PERFORMED: FEB. 2004. 8 6 NOTE: "HOLEY MOLEY' THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ARE DON APPROXIMATE. THEIR LOCATIONS WERE DETERMINED FROM BLIN INFORMATION PROVIDED BY THE SURVEYOR OR AVAILABLE MAPPING. ALL LOCATIONS SHALL BE VERIFIED BY CONTRACTOR 1-800-382-5544 CALL BEFORE EXCAVATING BY CALLING IUPPS (800) 382-5544. 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA tb N V c _ O O Lf) O CT) O r rt- ,. r..) C•J .- N pry `) u] Ln N Q0 (r� v`l 00 c J . 0) u� � O 0 �G � cG Q� `� �� I n c. s; o �� c0 <_D r, �: � <0 o u, r r ��i r t 1 t J 0 [' I- I r- 03 �z) cU a 1- crJ c� a 00 � � a� r- IKl� � n,f� o�r- (rJ co I� a� CO� 0, q1 850 C0 LO Ix') 00 00 00 00 00 00 00 00 00 00 00 00 00 00 164+ 50 165+00 165+50 166+00 166+50 167+00 167+50 168+00 168+ 50 169+00 169+50 170 As-Built - Done b� GrossRoa d ran!@'insers P.C. LEGEND A, `:,EE DE-TAIL.ON Ps` E, FPJF01!S DETAIL SHEET. (K) HMA. MATERIAL FOR MAINLINE PAVEMENT TQ HMA MATERIAL FOR TRAIL REVISIONS _ 15UI HORIZONTAL SCALE 11%17" HORIZONTAL SCALE r, 16.5#/SY HMA SURFACE,TYPE B,ON 165#/SY HMA SURFACE,TYPE B, ON - -- - - - - - - - --- --- SCOT Isi HM MAT ERIAI FC�I RoacHts r� RECOMMENDED L AS 1 = 20' 1 = 40' 1C # SY t MA 1 I,UP ACF, TYPE B, ON 4? SY HMA INTERMEDIATE,TYPE B, ON 275#/SY HMA INTERMEDIATE,TYPE B, ON DATE REVISED Q.�` ... � / CITY �� ��� �+� " �I ,'SY HMA EA t,Tr�'E: ?, ON Jj V, /�,Y HMA BASE, TYPE B, ON 5"COMPACTED AGGREGATE, NO. 53, BASE,ON 6-16-04 Str. 1 13, 1 1 5, & 1 1 6 I E. ��STE� ' �� FOR APPROVAL A��'VI 6 330#,/S HMA INTERMEDIATE C,TYPE B, ON SUBGRADE TREATMENT --- - -- - -- ------ �� F� . - �� _® OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" X 17" VERTICAL SCAL 5 r OMPAr`ED A��'PLGAfE N0. 53, BASE, ON 330# S'!HMA BASE,TYPE B, ON 1� COMBINED CURB AND GUTTER, REVERSED, 2 FT. _-____ __- __ -_- No' DESIGN ENGINEER DATE 1" 5' 1 1 O' SUP RAi REA7�AFNT SUBGRADE TREATMENT * 1 COMBINED CURB AND GUTTER, MODIFIED, 2 FT. PEI 0001 104 COHC'PFTE DRIVEWAY, n INCH, ON - - - r COMPACTED MPACTED AG RELATE, N0. 53, BASE HMA MATERIAL FOR APPROACHES ® CONCRETE CURB, 20 INCH STATE OF W SURVEY BY SHEETS vt,RE(F IIRB RAMP (N 165#IS Y HMA SURFACE,TYPE B, ON DESIGNED: MCO DRAWN: JW�AJO�BCA 275{/'SY HMA INTERMEDIATE,TYPE B, ON CONCRETE MEDIAN �� / NDIANP. PLAN AND PROFILE CROSSROAD ENGINEERING 17 of 87 5'COMF4:17D AC FR,ATE "'0. 53, BASE - - F \ 330#/SY HMA BASE,TYPE B, ON ® CONCRETE APRON, 7 INCH .... Ss ••• 4 CONCRE EE ISLAND. 7 N /CH 330#/SY HMA INTERMEDIATE C,TYPE B, ON ® NURSERY SOD ONAL CHECKED:ASW/WSA CHECKED: FSH/WSA --®- 1 64+00 to 1 70+00 GAI-FL PROJECT N0. GAI-IN PROJECT NO. }vvl WATER VALVE, ADJUST TO GRADE 330#/SY HMA BASE,TYPE 8, ON 6"COMPACTED AGGREGATE, 73, FOR SURFACE ---- -- -- A040171 .00 2004-161 -10 SUBGRADE TREATMENT ® # 0 STR. N(-,. 117 STIR. No. 119A O O O O Sec. 23, T18N, RJE O 30 LF OF 12" WATER MAIN STIR. No. 150A O I­UH CONTINUATION SEE 1 i0+20.0- 24.5' LT 171+07.0, 42.2' LT + CLASS I DRIVE REQ'D + CLASS I DRIVE REQ'D O STR. No. 123A 175+33.79, 40.65' LT BENNETT ROUNDABOUT O INLET J-10 INLET E-7 W= 12' + Clay Township 174+34.72, 42.45' L 4-12"x45° ELBOW EXIST SANIT R DETAIL 49 LF OF 12" PIPE 40 LF OF 12" PIPE N CV W= 12 INLET E-7 + 1-12" SLEEVE F �,sib1� Ah None �p -- + D= 25.5 D= 25.5' + ►� Hamilton County d- ADJUST CA G s-12s s-128 �„ �_�p - ^ Lor REMOVE EXIST. F. -� (� 20 LF OF 30" PIPE INSTALL F.H. TYPE II'��' i�' vtr TO GRADE r ��p STR. No. 119 ��� CLASS I DRIVE REQ'D LOT 5 -- h fl �) AJD-EH A f; ,i _E(�r fF,' -- --- - -_-- -- - - 1n STA. 174+64.4 T - --- ---- - 171+43, 24.5' LT TIh�OTHY J ,ANDFNPJIFER A. MC 013ERTS W= 12 RICHARD F. AND MARGARET B. MCNAMARA STR. No. 119B AG `14 INLET J-10 °�° RICHARD _ 12 D , S 9 ) H � LS`'��'` 2N5, REMOVE EXIST. r. AND MAR�;ARF 6 1r`N �� RA �u m CULVERT PIPE 52 LF OF 12" PIPE Nsr #R� go44 D= 33 + CONST. LIMITS STIR. No. 123 T - - - ♦ �� -- CO - LIMITS CD LJ LO Q CONST. LIMITS STR. No. 119C O 174+47.2, 28.0' LT y' STR. No. 150 N m STR. No. 121 m w M.H. K-10 C"I m REMOVE EXIST. PIPE o 173+00.0, 24.5' LT w ` �:�( 175+98.35, 25.2' LT � -� ;' EXIST. 50' R/W, Line "A" m w 53 LF OF 30" PIPE Q' S-119 LET Q w - - - - m -- - - - - 4 1 PIPE O m s-123A Q o ��, FOR S. RUC ES\ -126 TO St 129 Y m O Q S-119A O z - - -- + z - - - B - " - - c� -E W 5 1 5 i1� Efi �\ INLET TYPE B-15 z .�� SEE BENNETT U DABOUT D , AIL ;� 51 LF OF 12" PIPE O � - O W © Ln w - - - �' 00 O Z % IC) W + m CD l O + W + m + W OT T C �_ - "u S-1 1 • C l �� �� a y - S-121 ao cn � _ o cv -123 15 o r w 15 z Z CL ROAD�� �_ AK RIDE RO 15 oQ y -- - 1 Q Q -� w m -� o, � 18 e 14 �- - - --- _ - - - 14 - - - - - - - o Q MP �� S-150 ► -- -- - --- - - + w-�- ---- - - P.I.*** A- - - --- - - - LINE & CO STRUCTION - H T CONST UC ION SEE NOTE BELOW N 00°04'03" W N 00°04'0 " H P.I.** 1 SEE NOTE BELOW -- .T �} I SEE NOTE B OW 124D v� 175+00, 25' RT " 15 - I 18 K CONFLIC M.H. K-4 CMP 1 - N G _ _ -124D z 52 LF 36" PIPE - + \ S-122 - Try Pipe S-124 n , / T I - -- Q T S-151 Ld RI�F _ B w m B TR. No. 151B -- -- - / _ w STR. No. 120 Q --CONST. LIMITS m N w 1 �, STR. No. 118 - ' _ y- - - _ _� w O + m j-CONST. LIMITS U - _ _ �_ ROUNDABOUT �z5 �'� = r vc e'�P � - - - - _ _ _ _ 15 � T _� -- -- - 8 _ 170+20.0, 24.5' Rr o z M.H. K-10 o � STR. No. 120C � SHEET AIL P✓�.I-I. K-10 5-118 � Lc� - 95 LF OF 42" PIPE � A � - _� I � S-120A w w REMOVE EXIST. � �� •� STR. NO. 124 'A 19G LF OF 42" PIPE / �� SEWEER LATERAL L,� + m r+1 EXIST. 50' R/W, Line O _ __ - S i z ,o , I - �T- LIMITS SE'VVER LATERAL + _ Abj..UST 1_EACH _ _ ! m LOT i_0 CULVERT PIPE w 174+47.2, 25.0' RT � - __. Q 'A �-- I Line °A» 173+81 2 30.3 � � R T. - -- ADJUST. 2 EACH - - - ------ -�- i' AI i iar A �a�?C�r - - - _ 147 LF OF 42 PIPE - - - C;q R 1 N. ELAN TC?,�J --- ---- --_ -- , --- - u� STR. No. 120D E)4 aN�? cf_iRIOTwE s FauLEl - - -- n���n i o EXIST- 6 ��11a►bloMd. SEWER LATERAL __v R. VANDERE�E�k, P�Uh�Uo02G 7S REMOVE EXIST. ani �r on oTe ADJ. C STING TO GRADE 8 ADJUST, 2 EACH y I MfFI �ti' LP R. No. 118A + w NsT #9�ar91F Ns . 20 �oao�-� I 1s' k� INST F � �� r'' CULVERT PIPE #8801 71 STR. NO. 122 Rim Elev= � � - lo'� r MOVE EXIST. STR. No. 120A STR. No. 120B + 173+00.0, 24.5' RT i�" clay P e Rim Elev.- 87?.8` H �oQ' _ v LVERT PIPE CLASS I DRIVE REQ'D TR. No. 4 e 171+19.0, 42.6' RT 171+24.78 "A", 52.8' RT. INLET K-10 Sec. 24 T18N RJE REM � EDZI'ST. F.H. Ln Ln TBM #4 INLET E-7 EXIST. FIRE HYDRANT EXIST. SAN. M.H. W= 1 7' > VNN DO JOT DISTURB a, 175 LF OF 42" PIPE INSTALL F.H. TYPE 1 74+89.6, 50. 1-1 T I -STR,,, N-o- 151 + 18 LF OF 12" PIPE �- DO NOT DISTURB C/ay Township EX. SAN. M.H. FOR ADDITIONAL NOTES, SEE 175+98.35, 25.2' RT ^I n + D= 25.5 ADJUST 1 EACH Hamilton Count STA. 174 62.7, 66.0' RT. ADJ. CASTING TO GRADE M.H. TYPE J-15 _ y BENNETT ROUNDABOUT DETAIL 97 LF OF 36" PIPE D= 26' W=20 TBM #4 - CHISLED X IN THE SW CORNER OF CONCRETE LEAD WALK @ 14401 OAK RIDGE ROAD. P.I.* = P.I. STA. 175+16.77 "A" = 22+04.38 "S-4" D= 25.5' STA. 170+59.21 "A", 79.75' RT., EL = 875.35 P.I. STA. 21 +95.95 "S-4" NOTE: P.I.** = P.I. STA. 175+20.61 "A" = 22+04.38 "S-4" ALL DESIGN FOR LINE "A" BASED ON SURVEY INFORMATION PROVIDED �� RIM EL 874.49 BY: CROSSROAD ENGINEERS. SURVEY PERFORMED: FEB. 2004. Cc ' z w WATER VALVE Q ,,°°�-� NOTE: -_- -�---v--'-_ - 'HOLEY MDR• m� � RIM EL 873.47 El 873.43 S-129A O C�9 V RIM E J,g� o THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ARE DON'T LINE"A" 87- 5-126A o APPROXIMATE. THEIR LOCAT!IJIXIJ DIG f OAK RIDGE RD. WERE DETERMINED FROM BLIND 29/ o El 872-46 rn 890 + INFORMATION PROVIDE 5-123A ��� 1 32.0 _D B`( THE SURVEYOR OR AVAILABLE j :� f� � MAPFIrIC_J. ALL LOCATIONS SHALL BE VERIFIED BY CONTRACTOR 1-800 To82-5544 3/8-PIN FOUND z F< � FOR ELEVATIONS THROUGH ROUNDABOUT o � rte; 16.O SEES T ELEVATIONS FOR BENNETT ROAD Do 16.0' rnQ BEFORE EXCAVATING BY CALLING IUPPS (800) 382-5544. 1-800-428-5200 � �h� �� a P.I. STA. 175+20.61 "A" � r-Cn FOR CALLS OUTSIDE OF INDIANA + O rp 00 - ---------- -1 Ln 0 I j EI, ''� � o c.� w RIM E L_ --- .b R I B�S.it a� - _ $13. 7 RIM EL 1�,1b RIM EL-4.:Z "" 30" PIPE RIM E '1,4,,b� Q oo + RIM- EL 873.34 RIM EL -150 5-117 , ,.�._ 131 `1- �- RIM EL RIM E 13. E S-119 - S-127 - w -119 ,7?-- RIM EL � -' ry -1 19 El 1. 3 872 � RIM EL 80 S-121 o - S-126 S-128 72-- $ 5J Cn -,I '- ,� _ o x370- 87 o0 S� E I Fi�►8'�Q 8bgj1 Ln 870 ,o- 880 El �'��a� Existing Profile Line 'A' S-123 + + -12" PIPE 86B-L6 EIS PROPOSED 8" PIP El RIM EL RIM EL CONSTRUCTION ���� ' Do P" - r0 8C� PPE 18" PIPE __ � � 1�'Z� 12" PIPE 12" PIPE PROFILE GRADE El ~ El E -10'$ 3 El 12" PIP ---- -0.371 Do _ ___��--------------- _ El El _ RIM E '3,8'1 30" PIPE w n �'' �� RIM EL �� S-118. � --- 2.000 --------- - -----�-----------�__-,`_------_2.000 0750A/.-- ' 870 s-120 I I �41 RIM EL -/ RIM E EI d ,b1 L NE „F� �i�r t /�-_-- O 870 -- - - -- -- _ O o 0 0 O O + O O� �LhSS i DRIVE_REQ'D O Sec. 23, T 7 8N, RJE O- + CLASS I DRIVE REQ D W 12 + Clay Township + + o0 � W= 9' co is Y= 25.5' + Hamilton Cout� LoT 4 - 39 + 00 T 3 L 0 11 00 00 STIR. No. 151A STR. No. 152 �ofar� cAND vicroR nnuLLER �Ar K ND DEB RAN s- REALE STIR. No. 158 176+76.43, 10.28' RT. TIaE R 7MfaN , ATH DI��CE�:E 182+00.0, 24.5' LT 177+15.0, 24.5' LT N=T. #200200041757 STIR. N 24 54 LT NST STIR. NO. 156 _ - _ INLET J-10 #9501 OF LAFAYE7TE-1N INDIAPJA N EXIST 12" PIPE INLET J-10 49 LF OF 12" PIPE 180+10.0, 24.5' LT • REMOVE 49 LF OF 12" PIPE INLET J-10 INLET J-10 IN SE #4711, Rk ?4, PC 7 i � - CONST. IMITS 49 LF OF 12" PIPE - CONST. LIMITS 49 LF OF 12" PIPE � EXIST 50' R/W, Line "A" CUT EXIST. 2" PIPE B CONST. LIMITS - - - - _ EXIST. 50' R/W, Line "A" Uj DRAIN OVERLAND - - - - - -- - - - - - - - - - - - - - Li / _-- J Q DO T o C - - + w S-152 -I S-154 i S-156 __J - d Iftea. Q 15 zoI 15 C) w o w 5 Q 4) ------ - # /' LINE "A" & CONSTRUCTION— OK / N 00°04'03 IN 1, K __ N 00°04'03" W (� I_ -� N 00°04'03" W K - -- 10' 10' - -153 I LO Q w r•J - a_ o w u -- - _ _ �.✓lF � , i m + w 15 S-155 _ �6' +�151 Bi -153 ao � - - - S-157 I • - - ( - -- - CONST. LIMITS � +66.8 � C �' �+' � ',;' � - © CONST. LIMITS CONST. LIMITS .r � STIR. No. 157C 40'RT. _ STR. No. 1553 STR. No. 157A 181+46.09, 4.36' RT _ _ -25.16' R -- _ _ � ��' XIST SA .H. I� EXIST. 50' R/W, Line "A° - - -- -- _- MT2 -1 Z57TEi - R - - - - Jl7ST-� - �an+t�r Monhole EXIST 18 PIPE RE _ - QTR I�10-,S�ZB EXIS STR. No. 153A STR. No. 153 / y LOT REMOVE 180R+10.0, 24 5' RT EXIS " PIP T G A E , 1 16+55t, RT R,ni Elev. 876.75 LOT _ - 181+22.45, 41.32 1 RT ,y WATER CIUALITI' UNIT 177+15.0, 24.5 RT U) STIR. No. 155A M.H. J 10 0 >>n tart' Maws ;I� - EXIST SAN. M.H L'�'T 1 °� L �aF �''- `T 178+83-12, 23.67' RT - 160 LF OF 30" PIPE _-_-_ + M.H. J-10 - -__ 8" 0 PVC A AND MARLENE M. ;NE L eEVERL7 DROLL T 135 LF OF 36' PIPE EXIST 15" PIPE � E „�N F. ��NOR'; ADJUST CASTIN E)FRL_� AN' , R- - - N��7_ #�U�c. )�043 269 - 8 4E wST 765 TO GRADE rn STR. O. �� �! �- 87 5 NST. 6„1 '02T��017�2249 E181+20.2, 1ST OFIRE 51,30' ITYDRANT7 # - - - i REMOVE #9809874672 `f y� ii op � nr �n21e 177+ 0 94 399, R STR. No. 1 5 0 S 24 T18N RJE DO NOT DISTURB C� �e + CLASS I DRIVE REQ'D EXIST S�A�N.° 78+50.0, 24.5' RT + CLASS I DRIVE REQ'D CLASS I DRIVE REQ'D + L Ins In (NW) EIe�= �,)�_I , W= 16' ADJUST CASTING M.H. J-10 W- 12' + Clay Township EXIST FENCE W-- 17 D- 25.5' TO GRADE 135 LF OF 30" PIPE D= 40' D= 45' CLASS I DRIV 6' D Hamilton County RELOCATE 69' TOR W D- 32' STIR. No. 157D _ 181+90.82, 29.64' RT TBM #5 - BLACK PERMANENT MARKER MARK ON SIDEWALK ® 14505 OAK RIDGE ROAD. STA. 180+39.00 "A", 80.26' RT., EL. = 882.92' REMOVE 0 0 0 O N 0 00 890 30.0 'VC . ;% ,_�3 W1.2 �_ 120.00' V� RIM EL o 890 LOW POINT A = 1 873.91 RIM EL 1�) PVI STA = 180+40 LOW POINT STA = 175+98.34 ' F.H. R W MA KER PVI EL = 879.50 PVI ST == 1 /6+05 87 A.D. _ -0.33 0 878- PV! EL�V = 873.86 ��T.B.M. #5 RIM EL 11 o K = 365.24 A.D. = .69 P.O.T. STA. 181 +00 "A, �7E s-15s o K = 1 c,.69 RIM EL '1�,bQj 87 ao rn N - o 87F;- 1 8 �� 874 S-154 06 Q EI S-152 PROPOSED � Q � 87 1 ccf) w Z 1 813.31 _ CONSTRUCTION �'� f- � I ((�n( ° - 82 El $ � ,8Z PROFILE GRACE Cn -1 > - 880 + ..8�9' '"8�1.3� E Existing Profile Line 'A' --------------- ----------------- --- __-_'- _-------- __-_ -� --------------- -- ---- EI �^ ~ -� \ -_--- � a- 12" PIPE 0.968% p Q ° 8' PIPE --_____ _------------- -J------ 880 12" PIPE F_ I DID.8b --' RIM EL '11.31 RIM E 00 J RIM ELJs�3°*"P ��� IM EL_$7�-3�"" S-157 i I - '--EAST LINE 8° 81 � S-153 EI �--EAST LINE B" PVC, PIPE--� r� S-151 B El L��8'12,31 --30" PIPE 0.41% 8 7 E � r 8�1.B�I 30" PIPE 1.30% -El �7a-8U 30" PIPE 1.11% WEST LINE 72 cIa - 870 -WEST LINE 12" Clay Pipe -� - y Pipe WEST LINF _ iav PiI e 36" PIPE L- L ------ -- --- - - .-- -- -- 36" PIPE 1.28% El �>T��� El T g�jgZB NOTE: E 4 E Bbb�O ALL DESIGN FOR LINE "A" BASED ON SURVEY INFORMATION PROVIDED BY: CROSSROAD ENGINEERS. SURVEY PERFORMED: FEB. 2004. NOTE: 'HOLEY MOLEr 15" PIPE 15" PIP THE LOCATICNS OF UNDERGROUND UTILITIES AS SHOWN ARE DON'T o.o0 00 APPROXIMATE. THEIR LOCATIONS WERE DETERMINED FROM BLIND > 860 INFORMATION PROVIDED BY THE SURVEYOR OR AVAILABLE EI EI ' � MAPPING. ALL LOCATIONS SHALL BE VERIFIED BY CONTRACTOR 1-800-382-5544 860 CALL TOLL FREE BEFORE EXCAVATING BY CALLING IUPPS (800) 382-5544. 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA d' El 862.51 r� ,� n `� n � cn � r S 153A z a t rn o o CO Sao E 862.5E C t� a f� n o, i� o a 06 a r,, Qj 00 ° I 03 b� 67 Co CO �- r Co Op OO DD pp °� R o� I� � :p o o� p v a0 Oa Op 0. Do Do a)D a� e Do 0.m X00_ _ 176+ 50 177+00 177+50 178+00 178+50 179+00 179+50 180+00 180+ 50 181 +00 181 + 50 182 As Built - lone b CrossRoa d ran ineers P.C. ;� LEGEND A) '7E - DEiAI!_ON MISCELLENEOUS DETAIL SHEET- OK HMA MATERIAL FOR MAINLINE PAVEMENT � HMA MATERIAL FOR TRAIL REVISIONS f3) ;LF� MATERIAL FOR APPROACHES 165#/SY HMA SURFACE,TYPE B, ON 165#/SY HMA SURFACE,TYPE B, ON - - - - ----- - - _ ���� HORIZONTAL SCALE 11 x1 HORIZONTAL SCAL 275 /SY HMA INTERMEDIATE,TYPE B, ON 275 ('� V �j (� 155 /SY HMA SURFACE,TYPE B, ON #/SY HMA INTERMEDIATE,TYPE B,ON DATE REVISED RECOMMENDED CITY OF l� /�R�/��jUI �j 1" _ ?0� 330#/SY HMA BASE, TYPE B, ON 33Q /SY HMA BASE,TYPE B, ON 5"COMPACTED AGGREGATE, N0. 53, BASE, ON &-16-04 CTWLT lane from i 76+44 thru 185+80 \,�� S 7F �� L1 1�i1 J 1 = 40 5"i CIMPACTED AGGREGATE, NO. 53, BASE, ON 330#/SY HMA INTERMEDIATE C,TYPE 8, ON SUBGRADE TREATMENT - --.- -- CTWLT _- __ �,G� /Q� . FOR APPROVAL SUBGRADE TREATMENT 330#/SY HMA BASE,TYPE B, ON ® COMBINED CURB AND GUTTER, REVERSED, 2 Fr. 6-16-04 Add storm water quality Str. 153A Q` N0. z - �®4 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 11" x 17" VERTICAL SCALE SUBGRADE TREATMENT -- - k DESIGN ENGINEER DATE C) CONCRETE DRIVE`4:1'r, 6 INCH, ON 10 COMBINED CURB AND GUTTER, MODIFIED, 2 FT. 6-16-04 Str. 153 & 155 I.E. * PE10001 104 '* I"= 5' 1" = 1 O' _77 5" COMPACTED AGGREGATE, NO. 53, BASE M hMA MATERIAL FOR APPROACHES © CONCRETE CURB, 20 INCH 165 /SY HMA SURFACE,TYPE B, ON _ __ _ , . .` �••• STA A OF :•W CONCRETE CURB RAMP, ON 275 SY HMA INTERMEDIATE,TYPE B, ON @ CONCRETE MEDIAN ` O DESIGNED: MCO SURVEY BY SHEETS 5"COMPACTED AGGREGATE, N0. 53, BASE / X DRAWN: JW/AJO/BCA PLAN AND PROFILE CROSSROAD ENGINEERING 19 of 87 330J/SY HMA BASE,TYPE B, ON ® CONCRETE APRON, 7 INCH N� NP \� C NCkE E ISLAND, 7 !NCH 330#/SY"HMA INTERMEDIATE C,TYPE 8, ON - - -- `SAS - # ® NURSERY SOD � � 1 1 Q 4� 'WATER VALVE, ADJUST TO GRADE 330 /SY HMA BASE,TYPE B, ON 'ONAL F- CHECKED:ASW/WSA I I CHECKED: FSH/WSA I�I 176+00 to i 82+00 GAI-FL PROJECT N0. GAI-IN PROJECT NO. SUBGRADE TREATMENT ® 6'COMPACTED AGGREGATE, #73, FOR SURFACE - - - A040171 .00 2004-161 -10 0 1 STREET APPROACH O O O 0 0 W-26' �, STIR. No. 162A 0 STIR. No. 162 O O 0 0 0 183+92.0, 46.0' LT 183+92.0, 24.5' LT STIR. No. 165A D=40' o INLET E-7 + M.H. C-10 + 185+50.0, 46.0' LT �' Sec. 23, T18N, R3E �" STREET APPROACH + _� _ RIN=25' ; ROUT=25' 23 LF OF 24" PIPE 49 LF OF 24" PIPE U INLET E-7 c0 00 00 Clay Township � / W==4'1 3' 00 00 —STIRN 16 00 23 LF OF 15" PIPE THE ROMAN CATHOLIC DIOCESE Hamilton County D�28' 0 SIDEWALK APPROACH REQ'D r— r— — �- Y - EXIST TELEPH N H O 83+64 TO 18 39' LT __ __ A + TO B US TO + � ELOCATE 12" 'R MAIN 185+34 TO 185+66, 39 LT _oF �AFA r"ETTE--iN�wDIANA i-NC__ ��, RIN=25'x; ROUT=25' • ' + RELOCATE 12 WATER MAIN STR. No. 165 / -�. GRADE BY THERS � IF REQUIRED AND DIRECTED BY INST. �5 tit, BK 1h?, PG. 596 � 0 00 `��7 ENGINEER AND/OR OWNER IF REQUIRED AND DIRECTED BY #` 185+50.0, 24.5' LT 32 LF OF 12" DI WATER MAIN ENGINEER AND/OR OWNER INLET M-10 w \ EXIST. 60' R/W LINE "A" / " RELOCATE r \ 12"x45* 32 LF OF 12" DI WATER MAIN 49 LF OF 15" PIPE - - - - Q 0 6 - ELBOWS - - - - - - - + - - - - - cT EXIST. GATE 1 6 - 12"x45' ELBOWS 0 1 - 12" SLEEVE - CONST. LIMITS z CONST. LIMITS r w _ - � - - - T 5 ' /W, LINE A o S-162A 1 - 12" SLEEVE S-165A 00 - / N�. . L_I PSI I .. - —t—- XI� �- - - - - -- - - - - -- EXIST. 50> R W LINE »A _ w i 11 4\ 12: 1 12:1 M 12: 1 O w tTl O _ N 12: 1 , N O _ Do - H _ c7 -- r o . w Lli =) a o K 0 1 o � - o , o0 - -- ° — -- 14 I z r N', + m 1 03 + w LINE "A" & CONSTRUCTION 1 0 t N 00'03'08" E 6351.50' N 00'04'03" W � w OAK RIDGE ROAD 14 t 000 o � � o z - Q w .... -O CV t Go -14 0 � + vim + vim � LLI - 15 a 15 -- z � 1 - - m — w 40' t c o z LIMII� - r q CD G `� -8' ` 72 LF OF S-164 EX 45' R/W Por table Wood Flea hers CONST. L MITS ` CONST. LIMITS STIR. No. 160 -- 9 STIR. No. 166 183+00.0, 30.8' RT HANDRAIL REQ'D Baseball Backstop INLET SM 010 4.5' RT / ! Ba ball Backstop MANHOLE J-4 158 LF OF 15" PIPE 1 _ STIR. No. 163 88 LF OF 30' PIPE _ EXIST 60' �W, L E_"A" 'I STR. No. 159 / 183+92.0, 24.5' RT STIR. No. 164 scHUTZ � TH0Iv1PSON INC. STIR. No. 163A Score Sign STR. No. 166A _— M.H. J-10 24 RT STIR. No. 161 92 LF OF 30" PIPE INLET 4E_07 42' RT INST- #1136, eK. 310, PG. 91 E8 ST 12" PIPE Portable Metal Bleachers Sec. 24 T18N RJE EXIST T SAN RT 103 LF OF 30' !I, -_ 183+00.0, 42' RT M.H.�� y �Ijrlhoie PIPE T 54 LF OF 12 PIPE & HEADWALLS, anitar _0 INLE, E-7 Clay Township RECONSTRUCT, _ C I IN LF OF 12 PIPE REMOVE STR. No. 163B RAISE BY 2.8± FT. Rim El2v.= STIR. No. 160A 185+33, 32.12' RT Hamilton County ST R. No. 160B + STREET APPROACH 183+65.88, 29.57' R EXIST SAN. M.H. 182+65.37, 31.72' RT EXIST 12" PIPE RECONSTRUCT, REMOVE D=30.0' RIN=25' ; ROUT=25' NOTE: RIM EL S�0± 882_ 8 PK NAIL FOUND RIM EL 8 -60 2.n ALL DEIGN FOR LINE "A' BASED ON SURVEY INFORMATION PROVIDED - 882 • BY: CROSSROAD ENGINEERS. SURVEY PERFORMED: FEB. 2004. 88 ? _ - ��k -- -- -- ----- - S-162A S-165A NOTE: -f+oLFY MoL>_Y- OAK RIDGE RD. 'C" & "A" 88 THE LOCATIONS OF UHDF_P.GROUND UTILITIES AS SHOWN ARE DON'T ,� 87 149 09 66, APPF?OXIMATE. THEIR LOCATIONS WERE DETERMINED FROM BLIND - / 125. 87 EI 878.43 120.0' VC INFORMA' ION PPOVIDED BY THE SURVEYOR OR AVAILABLE 87E EI ��8�b� PK NAILS FOUND 15" PIPE �S � � 1-800-382-5544 RIM EL Z9-6- X21 MAPPIN �. ALL LOCATIONS SHALL B� VERIFIED BY CONTRACTOR 882 HIGH POINT EV = 884.21 CALL TOLL n2EE 24" PIPE RIM EL BEFORE EXCAVATING DY CALLING IUPPS (800) 382-5544. 1-800-429-5200 P.I. STA. 186+00.00 "A" ° HIGH POINT ST = 187+17.53 ° FOR CALLS OUTSIDE OF INDIANA S—�65 890 --- - - ------ 88(t cto P VI STA 187+00 + 890 120.00 VC _ n r - v o PVIA DEV -0.80.32 s - I ROPu�E.0 L o PVI STA - 183+50 + 87 El $�-zBQ� S� E-<istinq Profile Lines Q 0 T COfJSTFUC:TIGN + P AI.D L= 0.45 0 8 `t � cUn 00 K = 49.09 c~n Do PROFILE GRAPE. -� � rn K = 268.01 7 S-1 � � > f- J > _j 8�b.�< 00 15" PIPE a- w ri w 00 R 7 \ d 00 � ,� � ` El 884.5± ---�--------------- El 87�� w - - f- RIM EL SST 0.520% --------- w ----- ---- ------—____- - > ---- ---- _ 3Z4 _ --- --------------- --- ---------------- ------ ---- -- - c� 24" PIPE ----- --- ---- - --------- El -- o RIM EL _ R I M EL ; �3.m+¢ - 880 —T RIM EL II II 880 �� �, rI�J EL Ste' I�� El ��$xJ4 15" PIPE 0.91% El a. ' OM.� I 1.59% El . 'irdQ'8.522 30 PIPE - tf �,��'1T 81424 30" PIPE 2.11% El S, — El E $ �8'14.18 � I —12" PIPE -- - --- --------- - ---- --- -- --- - -- ----- -E1 8�.4�i RIM EL 8&9-�0 ----, I -- - --- --- ---- 870 - - -- - - 88� Clay Pipe ---------------- ----------- - -------------- ------ --- -- -- 870 7 lay Ike--� i i 8 7° 5-161 E Lam- 'T5.83 00 o c0 O 0 � - p � N r� � � � �t � � 0 d 0) 00 v In O � Co r� oo � r, N y� f� rr, u, Co 00 00 W Co �� N00 �00 C � 00 � 00 °J � Do � 00 °� � 00 860 8 6 0 W Co t Co Do 00 00 00 00 cb C Co cc R 00 ° � 00 aD �aj Ln 00 � Co 00 � 00 00 00 00 CO Co 00 00 182+ 50 183+00 183+50 184+00 184+50 185+00 185+50 186+00 186+ 50 187+00 187+ 50 188 As-Bui It - Done b CroseRoad ln!@ineers P.C. LEGEND HORIZONTAL SCALE 11"x17' HORIZONTAL SCALE A_) EE: DETAIL. ON MICCELLENEOUS DETAIL SHEEP. U HMA MATERIAL FOR MAINLINE PAVEMENT (T� HMA MATERIAL FOR TRAIL ,. - 165 /SY HMA SURFACE, TYPE B, ON 165#/SY HMA SURFACE,T(PE B, ON -- - -- ----- -- SCOT] CITY OF CARMEL �s � It " 4E) HMA MATERIAL FOR APPROACHES 1 = 20' 1 = 40' '65#/SY HMA SURFACE,TYPE B, ON 275 /SY HMA fNTERMEOIATE TYPE B, ON 275#/SY HMA iNTERMEDfATE, TYPE 8, ON DATE _ REL ISED _ �Q.�` ,.....• ,9 RECOMMENDED 330#/SY HMA BASE,TYPE B, ON 330 /SY HMA BASE,TYPE B, ON 5' COMPACTED AGGREGATE, NO. 53, BASE, ON 6-16-04 Lt. turn lane from 176+44 thru 185+80 ��STfR' 11 FOR APPROVAL VERTICAL SCALE 1 1" x 17" VERTICAL SCALE 330#/SY HMA INTERMEDIATE C,TYPE B, ON SUBGRADE TREATMENT -- - -- - - - - "�� F�. —���4 OAK RIDGE ROAD IMPROVEMENTS _ _ 5"COMPACTED AGGREGATE, N0. 53, BASE, ON 330#/SY HMA BASE, TYPE B, ON NO' DESIGN ENGINEER DATE 1" = 5' 1 = 1 0' SUBGRADE TREATMENT SUBGRADE TREATMENT COMBINED CURB AND GUTTER, REVERSED, 2 FT. - - --- --- X * PEIOOO��O4 © COMBINED CURB AND GUTTER, MODIFIED, 2 FT. _ _ C> C rICRETE DRIVEWAY, 6 INCH, ON __ ._ -__- _-- __-- M HMA MATERIAL FOR APPROACHES SURVEY BY SHEETS 5 COMPACTED AGGREGATE, NO. 53, BASE 6 CONCRETE CURB, 20 INCH '. STATE OF W DESIGNED: MCO DRAWN: JW AJO BCA 165#/SY HMA SURFACE,TYPE B, ON ----— Off'.• X w / / .Z) C'1N, RFTE CURB RAMP, ON 275 /SY HMA INTERMEDIATE,TYPE B, ON (0 CONCRETE MEDIAN _ �` NDIANP.• '�� PLAN AND PROFILE CROSSROAD ENGINEERING 20 of 87 5"COMPACTED AGGREGATE, NO. 53, BASE 330 /SY HMA BASE,TYPE B, ON CONCRETE APRON, 7 INCH S ® NURSERY SOD S� �'� CHECKED:ASW�WSA I+A I CHECKED: FSH�WSA I W I 1 82+00 t0 � 88+00 GAI-FL PROJECT N0. GAI-IN PROJECT N0. ':F) O'NCRETE ISLAND, 7 INCH 330 /SY HMA INTERMEDIATE C,T>'PE B, ON 4NAL v� WATER VALVE, ADJUST TO GRADE 330 /SY HMA BASE,TYPE B, ON 6"COMPACTED AGGREGATE, #73, FOR SURFACE - - A040171 .00 2004-161 -10 SUBGRADE TREATMENT O ° O O O ° Sec. 23, T 1 SN, RJE O - c y, o 9,wn,�hi,, + oo END CONSTRUCTION /7 I - lPJh --- �!�+�C � qty O �� N �� No Field urvev 'nfio,motion Dur� 00 I STA. 188 42.91 LC CONSTRUCTION _ 4 _ L ''6 To Being Nord ofi 1-16th Street STA. 88+ 2.91 LINE A" � STIR. No. 166D g=---- _- - - -- __ -_ ___----! I � EXIST. TELE. HANDHOLE ! DO NOT DISTURB EXIST 60' RIW LIN �i v , CONST. LIMITS j ® 1 � » V) , o � 15 P.I. STA. 88+95.90 „A, NE CORNER, NE 114, 15 A C Cur Inlet I w Rim Elev.= 88i,I1 SEC. 2.3, T 18 N, R 3 E CN w CIL HARRISON MON. FOUND '�' Ln um PER COUNTY REFERENCES Q DO NOT DISTURB I + �� OAK RIDGE ROAD t ,w - - n , N 00°04'03" W LINE "A" & CONSTRUCTION- Inlet EX R/'N F Rim Elev.= 881,26 w '`'I x '- a Q w u) ;2" 0 RCP l r: - Ln Z m - ----- - 15 A Ln o ----�= — = + C A Q� nv. Out (NE) Elev.= 866.18 EX RIW / + - - - -I DO NOT DISTURB 72" CP --Rocks 4111 IDitch X- -- S-167 EXIST. 50 RIW LINE A l . L IMI -- -' Ditch- Bollards-- � �?�' �� � 1 -;-63 t - 1 , 60- RT. EX R1W +5.9 S No. 1G�B S R. No. 166C I � 1 STf�. No. 167 :_ _- � 188+28.74, 30 r3' R 18 +10.0, 38' RT : I 189+\10.2, 49' RT T EXIST-ADJUST NITACASTING �jQytTownsh \ RE OVE INLET i I INLET-7 Ro e p INLET A-4 10 LF OF 12' PIPE Hamilton County - ��-- _-- -- -- -_ TU GRADE -- CONST. LIMITS 890 STA. 188+42.91 890 1 END PROJECT 7ET EXISTING RIM EL G 7. 884.01± S-167 F ,isting Profile Line 'A' VE �6 � \ ----IM RIM EL -------- ------- ----- S-166C ------------------- ----------------------------------------------------------------- 8 CJ® - -- ----- - -- ----- ------ - El ± - ---------- ----_ 880 r 870 NOTE. ALL DESIGN FOR LINE "A" BASED ON SURVEY INFORMATION PROVIDED BY: CROSSROAD ENGINEERS. SURVEY PERFORMED: FEB. 2004. NOTE: "HOLEY MOLEY" THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ARE DDON'T APPROXIMATE. THEIR LOCATIONS WERE DETERMINED FROM BLIND INFORMATION PROVIDED BY THE SURVEYOR OR AVAILABLE ° ° ° �' MAPPING. ALL LOCATIONS SHALL BE VERIFIED BY CONTRACTOR 1-800-382-5544 o - i i , , �) �J C �y N N CAJ C�J', N N C�j . 860 �00 03 CALL TOLL FREE 03 ccj BEFORE EXCAVATING BY CALLING IUPPS (800) 382-5544. 1-800-428-5200 '� �' i� � � � � � � � � � � � � FOR GALLS OUTSIDE OF INDUWA 00 188+ 50 189+00 189+50 190+00 190+50 191 +00 191 + 50 192+00 860 TBM #6 - TOP OF NE ANCHOR BOLT OF FIRST PARKING LOT LIGHT SOUTH OF 147H ST. & WEST OF OAK RIDGE RD. LEGEND STA. 190+52.66 "A", 148.46' LT., EL. 883.86' ���� � � � Done b u CroasRoa d En!@ineers R _e` SEE: DETAIL ON MfPCEI_LENEOUS DETAIL SHEEP. (K HMA MATERIAL HI FOR MAINLINE PAVEMENT QT HMA MATERIAL FOR TRAIL R/W MARKER HORIZONTAL SCALE 1 1"X 17" HORIZONTAL SCAL � � 165#,/SY'HMA SURFACE, TYPE B, ON 165#/SY HMA SURFACE,TYPE B,ON �- Hi HMA MATERIAL.FOR fF'PROACHE� #/ SCOT 1F, /SY HMA SURFACE, TYPE B,ON 275 /SY HMA INTERMEDIATE,TYPE B, ON 275 SY HMA INTERMEDIATE,TYPE B,ON �� _ \P _ ''ECOMMENDED CITY OF CARMEL � BUI It " 330 �SY HMA BASE, TYPE 8, ON 5"COMPACTED AGGREGATE, NO. 53, BASE, ON r— 1 = �0' "= 40' 5.?#;/ST HMA BASE, TYPE B, ON �, SST f ''• l 5"COMPACTED AGGREGATE, NO. 53, BASE, ON 330#/SY HMA INTERMEDIATE C,TYPE B,ON SUBGRADE TREATMENT Ri ,•��G RHO, �� FOR APPROVAL 4-29-04 OAK RIDGE ROAD IMPROVEMENTS VERTICAL SCALE 1 1" X 1 7" VERTICAL SCALE 330#/SY HMA BASE, TYPE B, ON `� OAK RIDGE RD. S�: No. SUBGRADE TREATMENT SUBGRADE TREATMENT COMBINED CURB AND GUTTER, REVERSED, 2 FT. Z DESIGN ENGINEER DATE 1" — 5' 1 — 1 0' C? CONCRETE DRIVEWAY, 6 INCH, ON 1� COMBINED CURB AND GUTTER, MODIFIED, 2 Ff. �� 7 & A * PE10001 104 — — 5' COMPACTED AGGREGATE, N0. 53, BASE HMA MATERIAL FOR APPROACHES © CONCRETE CURB, 20 INCH `o ��0�' 165#/SY HMA SURFACE,TYPE B, ON O DESIGNED: MCO DRAWN: JW AJO BCA � SURVEY BY SHEETS CONCRETE CURB RAMP, ON 275#/SY"HMA INTERMEDIATE,TYPE B, ON Q CONCRETE MEDIAN R W MARKER / / / 5 COMPACTED AGGREGATE, N0. 53, BASE / �` NDIANP ' �� PLAN AND PROFILE CROSSROAD ENGINEERING 21 of 87 330 !SY'HMA BASE, TYPE B, ON ® CONCRETE APRON, 7 INCH R/W MARKER S' `'w\� _ (H i CONCRETE ISLAND, 7 INCH 330 /SY HMA INTERMEDIATE C,TYPE B, ON ® NURSERY SOD Q 4, WATER VALVE, ADJU`1.T TO GRADE 330#/SY"HMA BASE,TYPE B, ON ® 6"COMPACTED AGGREGATE, #73, FOR SURFACE P.I. STA. 188+95.90 „A„ NAL CHECKED:ASW/WSA n CHECKED: FSH/WSA os 188+00 to 194+00 GAI-FL PROJECT NO. GAI-IN PROJECT NO. SUBGRADE TREATMENT A040171 .00 2004- 161 -10