Loading...
Meridian Corners Blvd. & Hamilton Crossing Blvd. Road Plans .�. . illy dew ROAD PLA-NS MERIDIAN CORNERS OULEVARD �� 456�� 9•— do 0,,r1� `90 V(" `999 v r-- HAMILTON CROSSING BOUI-JEVARD ".._ Cv N ' s BOARD OF PUBLIC WORKS INDEX SHEET DESCRIPTION END PHASE I PROJECT Sta. 26f 12. 95 L/ne ';q " 1 TITLE SHEET _ R. 1 E. 2 TYP/CAL SECT/ON 3 CONSTRUCT/ON SIGNS AND BARB/CADES ` 4- 1 PLAN & PROFILE 8- 10 MISC. DETA/L S 11 PA VEMENT MARRING DETAIL 12 EROS/ON CON TROL ' CLAY 13 U/VDERDRA/N TA BL E BEG IN P RASE II PROJECT >wP 14 STRUCTURE DA TA Stc. 50f 65 L/ne 'S- 1—A 14A SUMMARY OF QUANT/T/ES TA BL E 15-29 CROSS SECTIONS C4RMEL 1 - ATTEST SCALE NONE DATE - END PHASE II PROJECT 8E-GIN PHASE I PROJECT Stc. 58f 69 L/ne 'S- 1—A " Sto. 12*25. 05 Line 31j �I - Il -800-382-5544 LEY MOLE SAYS CALL a HAM/L TON COUNTY v L OCAT/ON MAP � CAUTION c: LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE AT LEAST TWO FULL IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WORKING DAYS BEFORE WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND YOU DIG UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL [ INDIANA DEPARTMENT OF TRANSPORTATION CONSTRUCTION. STANDARD SPECIFICATIONS DATED 1999 TO BE USED WITH THESE PLANS] UTILITIES 7------- ------------------- I,'II.E - -- — -- — \ — �® ,�'" Y -- 3 i 1 i.05)01 _ /ND/ANAPOL/S POWER AND L/GH T Sh'El_L O/L P/PEL/NE /ND/A,NAPOL/S lyA TER CCIWPAN Y A4 E-Rl TECH �� � r- - � _��w P. O. BOX 15958 OAKBROOK, /L 60522—900 P. O. BOX 1220 CLAY TOhYNSH/P REG/OVAL HAM/L TON C01/NTY SURI/EYOR S OFF/CF ' Due " E N � � N E E R s c�� � ;1"1'LU'�_ ---{ 5858 NORTH COL L EGE A VF WASTE DISTR/CT {- /ND/ANAPOL/S, /N 46206 A TTN PERRY S. HUNTOON /ND/ANAPOL/S, /N 46206 /ND/ANAPOL/S, /N 46220 10701 ONE HAM/L TON COUNTY SQUARE, SUITE 15l Reolty Investments INDIANAPOLIS,05 DE EGATES OW FOUNDED 1951 509 WEST 84TH DRIVE, SUITE C 8888 Keystone Crossing 317 573-4615 MERRILLVILLE. W. 46410 A TTN.- JOHN McKEA/A/A NORTH COL LEGS A l/E: NOBL ES I//L L E, /N 46060 n 9 ME 769-2333 MLLE, X708) 572-5676 STANLEY ✓. GRA VES D/CK WA TZ Suite 1200 FAx 317 573-3790 FAx z1s 76s-2377 (317) 261-8957 INDIANAPOLIS, /N 46280 P/7H0/VE.- ,317) 776-8495 Indionopolis, IN 46240 I� --- T--- 317 263—6446 I , X317) 252-4266 ✓A Y ALLEY KENT WARD Phone: 3v 846-4700 CERT�F►ED BY: �-- 1 Lor l i - ---- --- Fax: (317) 574-3693 Ain fs��� R/W Line R/W L in e 50' R W 50' R W HAW TON CROSSING Line WESTPARK SUED/V/S/ON 2' 11 '-O" 12'-O„ Varies 4 '-7' Varies 4 '-7' 12'-0„ 11 ,-0'. 2' 3: 1 � 1 rode as Shown on Pro fi/e Grade as Shown on Profile 4� 49' 29" 2Z, 27 - � 1 3. 1 15 15 1 1 K K Un derdroin MERIDIAN CORNERS BL VD. TYPICAL STREET CROSS SECT/ON Varies 2' SCALE-- None 12'-0" STA. 14,,97.25 "A " to STA. 26„ 12. 95 "A ” Grade as Shown Grade as Sho R/W L/n e L in e "A R/W Line on Pro file on Pro fi/e 50 50' 29 2% K K 1 ' 2' Varies 20. 5'-23' Varies 20. 5'-23' 2' Varies 8" 1 ' TYPICAL LEFT TURN LANE 16'-5' SCALE.• None Grade As Shown 3' 1 On Pro Ne 27 27 29' 3: 1 1 15 K K Un derdroin �Typ. -Q- MERIDIAN CORNERS BL VD. TYPICAL STREET CROSS SECT/ON Constr. SCALE.' None 1'l 2' 13 Varies 0'-6' Varies 0'--6' 13' 2' 1 ' STA. 13,,25. 05 'A " to STA. 14„97.25 'A ” rode as Shown on Profile 27 2Z 0 Q ' K HAM/L TON CROSSING BL VD. TYPICAL STREET CROSS SECT/ON 0 SCALE.• None 1 CONCRETE CURB K ti STA. 50,,34. 00 "S- 1-A " to STA. 58,,69. 00 "S- 1-A " 1 CONCRETE CURB & GUTTER A gg. for Un derdroin � © CONCRETE MED/AN Size No. 8 ® SEEDING 6" Group O✓ S/TUM/NOUS PATH 165 #/Syd. HMA SURFACE, 9. 5mm UNDERDRA/N UNDER CURB DETAIL 275 /Syd. HMA /NTERMED/A TE, 19. Omm Scale: None 3" T YPE "O" COMPA C TED A GGG, FOR HA SE No. 53 K B/TUM/NODS PA I/EMENT — — -- -- 0 MERIDIAN CORNERS BLVD _ I �, 11(1h1'/.0\'I �1L �(':1LI; I�'II.I�: , 165 /syd HMA SURFACE 9. 5mm, MAINL/NE �• HAMILTON CROSSING BLVD . (' `1� _ ��` ' � HMA /NTERMED/ATE 19. Omm MA/NL/NE ' � ',��'�� I�'OR -�1'I'I�O��:�L �� ��,I �'h;RTIC'�1I, �('.1LI�; I)I:�IGI�ATI01 330 S d DuKO !I INDIANA �_ o ,/ �' I)I�:�;I(r\ I�.'Vt ;I�I�.'I�:I: I):�'I'I. � CARMEL �I: _ -- - -- Realty Investments -_ _:- r _ J Q . SEC. 26, T 18 N., R.3 E. CL A Y TOWNSH/P HAW TON COUNTY EG/N CONSTRUCTION END CON UCT/ON PHASE I EoN PHAS a w a+ POT STA. 214.07.37 W a, 0 Q STA. 13f 5. 05 A ROT STA. 50-kOO.00 "s-1-A " STA 26f 12.95 A POT. Sta.26*23. 19 0 P.1 . Sta. 12f 34.41 'A App. Ex. R/W B App. •• MERIDIAN CORNERS RL VD. / B � APP Ex. RAW APP. Ex. R W B LEGEND BEGIN CONSTRUCTION © STANDARD BA1'?1?1CADS TYPE III—B PHASE U Ol SIGN TYPE XW20- 1 ('ROAD CONSTRUCT/ON AHEAD) STA. 50- 65 N5-1-A A O2 SIGN TYPE )(C20-2 ('END CONSTPUC T/ON) • DU O TYPE- II AICADQ Q': W 60" Proposed In ress E ress Q 9 l 9 Eosem en f 2 SEC. 26, T. 18 N., R.3 E. CL A Y TOWNSHIP HAW TON COUNTY v 4o P.C. Sto. 54+50. 71 'S-7—A " � � Z END CONSTRUC170N PHASE STA. 58*69. 00 "S--1-A 'w j P. T. Sta. 57f,35.04 "S-1-A " i - - -- -- - -- P.I. A " - - -- -- _ _ - - - - - --- --- -- - - -- - Sfo. 56+.34. 12 5-1- i i AM/ T N CR SS/NC 8L / it / CONSTRUCT/ON SIGNS 3 AND BARRICADES DETAIL O N ° ( I)E ONINIh,NDED r r MERIDIAN CORNERS BLVD . IIC)RI%ON I :�L c :ELI, FILE + ��• I "=60' 3iI7 F01", 1 I10 A L HAMILTON CROSSING BLVD . VERTICAL SCALE DESIGNA TION I ION I) �ICN Du I� i CARMEL - - -- - — INDIANA I N/A i� -- — -- -- -- — Realty Investments -' Q 8888 Keystone Crossing S U R EY BOOT SHEET DI�.�IC;Nh.'D: 13 Dh�: 1� N: l�.f�• Butler FG�21"11 an and Seufert Inc* Suite 1200 � ' �3(> 3 of `,'9 Indianapolis, IN 46240 6 C. . ('IIEChI�:D: �1 0 ( 'III�.ChI�.Ij. I3.�. Phone: 3t,) 846-4700 ENGINEERS CON`I'RA("I' PROJECT Fax: 317) :74-3693 INDIANAPOLIS INDIANA REVISED -912819,9 Ori ve Locations O J N ti <N N N N h, - ,� STRUCT E No. 14 WES TPA RK SUSDI VISION BEGIN CONSTRUCTION P. T. Sta. 14449. 94 A Reconstr ct Manhole SECTION TWO PHA SE I Lot Lot STRUCTURE No 12 Lot to Grade L o t 68 67 Inlet Type B- 1 & Lot Lot Lot 66 h 65 SEC. 26, T 18 N, R.3 E. 64 63 JV LEGEND STA. 13425. 05 A 69 6 o f 15 Pipe Req d. CL A Y WNSHIP P. 1 . Sta. 12*34. 41 ':4 " � HAMIL TON COUNTY Lawn 1 CONCRETE CURB Lawn APP^ �' _ - 1� CONCRETE CURB AND GUTTER _ - 7. Casting 2' - - _ - � - - Underground _ C, t L , t © CONCRETE MEDIAN - - _----- ---- - -----------�-------------_= ---------------------- - 0 2, Cons r. imi s Grass -- ------ --------- ---------- --- ------- ® SEEDING o Co�str. Limits= -- --- - 2, - C CO C E K H CONCRETE CURB RAMP TYPE '%/" _ 23 8 1 12' 1 MER1 CIA N CORNERS BL VD. O✓ BITUMINOUS PATH (SEE TYPICAL) N 00 26'01 W Line 'A " K BITUMINOUS PAVEMENT (SEE TYPICAL) 123' ' O CONCRETE CURB RAMP TYPE "O" / 1 4 1 12' 1 K Gross 2' 17 ' Grass 16 P. w C 8' ✓ 8' ---- ound --Co - �rnits ------------------ �, � Ex. R?W ns r 165' Toper ° - ---- - ----------- ------ mgt a �r. o © r y Cogs r. f Field Div. a a - x� 24 ' Cl. III Drive Req 'd - --- -- � CURT/ TA � - Forking L of �.� � _ �' (Bif. Maf.) - -_ - Cultivated Field STRUCTURE No. 15A A= 39'39'40"RT a STRUCTURE No. 11 - 16' of 24 " Pipe Req ' Q - STRUCTURE No. 13 / D= 08'48'53 Inlet Type 3- 15 & o, R= 650.00 x Cap Existing Inlet - _ HAM/L TON CROSSING / T= 234. 41 ' 10' o f 15" Pipe Req 'd. ` 5 NOTE. Contractor sh field Parking Lot G veri f exis t in s tr ure L= 4 4 9.94 S TRUC TURF No. 10 y 9 E= 40.98 Manhole Type C-4 SEC. 26, T 18 N., R-5 E. X26 locations and vert elevations. ,. CLAY TOWNSHIP IT HAM/L TON COUNTY Parking Lot -St (C - y J , v , I , T rn it, , •1 , .. ' v ^. .; w _ { < a x thy , hi led X N. W. Car. Conc. Pad T.S.B. Intersection 126 � M 1 E/. 866. 95 C s a A 69.815 Rt / PK Set Sta. 134 42. 95 ^ St. cPc Dorsett B vd . r / X West Most Flan e Bolt F.H. End of Hamilton +. 3 E/. 867. 60 Ch7s ed 4 Crossing B/vd. 25 Eost Sta. 17482. 18 A , 649.297 Rt. — - - - - - - PHA E I 890 890 o � � � PV/ STA. = 16400 , , VC 00. 00 = 880 880 - 870 X870 - � � � � I E t Ground - — - - -- - m xis in ' ,4 0 649' o I i i I � , o ro file Grade 0 -- 860 w _ — — — 48 RCP QF) I - -- -F-'-- — — — — Ex�s f g j I Existing, 48 RCP - - 850 t i 850 I, a I i , I 840 - i I 3 i I 114 00 124 00 134 00 144 00 154 00 16400 1/, 00 184 00 - - 19+00_ -- I IA"' I� I1,E Q) I' PK ,vor �nan �� f►I.I� ® MERIDIAN C (�I�NERS BLVD . -- _ pn S.F. Corner I'I ®I® �7 �7 ,, 1 .�I� .j 1 ��Post /r north grit* Corner Post > ) L I -- --,-- --— -- I�'cfI �I I :4,c�� _�I. - I)I:SI('NATIO\' DuKe INDIANA - - - -- - r 5 CARM E L -- -- - __-_ _ _ - _ ---_ -- --- Q _ Realty Investments - - - - __ - i 1 l c) ;,- � _- __ - - _ r ea ty _ � -- - -- -___ -- __ ,I I� �I ' ,- o 8888 Keystone Crossing --- - - - - - -- ---- -- — --- — ---�---- . . 1 I'; I3.Z. ►;. Seu ert Inc. !' t T� I I _ � h� � Site 1200 Butter, Fazrman and - Q e Note- ✓otYe --- - - --- -- - - - -- - Indianapolis. IN 46240 -- - - 1 ENGI JEERS Phone: 317) 846-4700 �.II. ('III':( LI I� Fox: 317) 574-3693 IN INDIANA P.I Sta. 124.34 41 "A" t .�. - - - X do Sldewa/k 1 C� — — — r Cl C', A Q- N� N, LC' Q) Q) N Q N CQ �Q (D\-)� �z -) N (:�) Q6 Q() N Q�, r< N Q) Qzi L-C) Q) N� N N� Q� N QN �'N q- (N -q- N Cl U Q3 Q� ()Q5 Q� ?S�,S 11� Q), N\� N�C-\4, N" N� 1, L q- �o i-) 4) Lz)LC) N q- Q� N Q) �k" �\N 0) Lf) cr, N QS CQ QQ k co PQ Q(3 1: N� N cr, 0 Q) Lr-, Lf) (6 �6 o') 14� � N N r\ N Q(3 ftj 00 N CX- Q�) Q) Q, LC) f) L� "f, �z �,o -0 �z 1,r� -C� �0 �0 '13 �k) 11C3 1-01 (43 co N "�j -4- 4- Lf) Q) �� ,f) Q � Q-) LC) (-C) Q (-C) cz � I) �0 �z ku �0 � � � (-C) � -z Q0 <z I) co � � c0 co � � � � 1 c �0 c0 C0 �z c0 �c �0 � c0 \4 \4 0) Q) WE-STPAIYK SUSDIVISION EO STRUCTU No. 20 SECTION TWO END C&15 TRUC T/OAX S TI? C TUI?E- No. 17 P. T Sta. 27 f 07. 37 'A Reconstruc Manhole 1?eco struct manhole P. T Stc. 50*00. 00 "S- 7-A ' to Grade PHASE I SEC. 26, T IS M, J E to Gr S TRUC TUI?E- No. 16 CLAY TOWNSHIP S TA. 26-(- 12. 95 "A Inlet Type e HA Y/L TON COUNTY S TI?UC 7-URE 0. 19 8' of 24 Pipe Req d kx, Inlet Type 10 Q Lot Lot Lot I P. 0. T Sta.26*2J 19 '�4 Lot 63 56 55�ot 48 8' of 24 e Re 47 X P. LCwn n d L awn Q) App. R 0 T Costing 2' RAP ------ Lo -7�jss ------ ---------- 2' 2"' K 72' 21 12' IV 00*26'01 E /�7 6 :4 14 0 12' 120 : 12' Grass K - -- --T Grass 1 j TO 6 Trees 5 5 -Z71rn-17s- ---------------- -------- -- ------------- ------- -- ------- con�tr b77�IfS A Ex. 50 50' -0,0 100, CIO Tap er -T Cultivated Field -iln Turn one Turn �ane CQ� QICJ H --V Constr. Limits S71?UCTURE No. ISA Field Div S711?UCTURF No. 18 60 16 of 24 " Pipe Reqd Inle t Type_,kpe M- 10 & Cultivated Field ING1?E,5SAFG/?E55 SEC. 26, T 18 N, J E 60' of 24 Pl,�qe (b I 5 TRUC TURE- No. 15A EA SEME-N T Req 10( a A )/ TO WIVSHIP Lr) 16' of 24 P' e Req d -1-5 i ----- Con.5tr. b;-nits 07L CONCRETE CURB HAYI� TON COUNTIv STRUCTURE Tul?f No. J Tq 6 Trees yl Inlet Type M- 70 & - , �,j /3 CONCRETE CURB AND GUTTEI? jj' 1.2' jj', I -T CONCRETE MEDIAN 60 of 24 Pl,�?e Reg d. 5� Q) ,4, 1-) Q) Q, SEEDING ti C-� 1z, N N) O� Qri -0/? A PP1?0A CHE-$ BITUMINOUS MIXTUI?E f Q- N,- N� Q�C�s c�(3� 0�s N� T - DRI 14F 4-) Q) C COIVCI?f f (k) N �o r, 'N\tk� 'NQ -T �z 1z �z �C) "k,�z �z I'll ' -) "-"\ Contractor shcH field TYPE N— N— 'N\� 'N r-� NO TE. T)" H CONCRETE CURB RAMP verify existing structure L/ BITUMINOUS PATH (5E-E TYPICAL) N-� loccll'ons and invert ele va tion s. Q) I-) N' K 81 TUYINOUS PA YEMEN T (SEE T YPICA st 8/va' 2 E-1. 871. 11 goal Spike T.P. IJI St. & Meridian Corners CONCRETE "0 F d CUPS RAMP T YPE Q)) �) K Stc. 26 06. 15 '�/I IJ0- 990 1. -T PHA Sc F JT 06 890 890 ' � i 1 J � 6141 STA. 2J-1-�) 17-1 f-11 0 1,50. 00 VC 880 880 0 99"1p" 870 c,� 870 EXiSl,�7g GrOUI�d J — +0.64% I h "w� -ProflYe Grade 0 0 860--- xisting 42" RCP- 86 0 t 850 850 . t 840 840 rid ad, QS CS 0S 830 QQ Q� 0i QQ JQ 2J*00 24*00 25*00 26*00 27*00 28*00 19*00 20-�-00 21*00 22f 00 -- F Faco Stop Post MERIDIAN CORNERS BLVD . liOlflZONTAL SCALE FILE conc. Pbst 19 =30' 3717 FOIE LINE A99 DESIGNATION C) VE1,I)TICAL SCALE ENCIMT11, DATE DuK9 I 10 —4 -A CARMEL INDIANA—] Realty Investments SVJ�VEY BOOK SHEET MW Keystone Crossing Z) r0p C07 tor 1)ES,I �N F,D: 13.Z. Suite 1200 Butler, Fazrman and Seufert Inc. 5 10F 1 29 Bat FH. N I- Indionopolis, IN 46240 ENGINEERS CONTRACT PROJECT N P.0.r SYa 26*2.119 'A B.Z. Phone: (317) 846-4700 1 V) C I I F C K,F D: L �1 I E('I\-FD: Fox: (317) 574-3693 INDIANAPOLIS INDIANA]- -A PK)V (Set) C6 �ZnldCTP Div j,,A \S-Tl?Uc REVISED 9/28/99; Ori ve L ocotions o o o h L6 CURVE DA TA Sta. 56-1-J4. 12 'S— 1—A " 4= 92'02 '18 Rt. D= J222'1 4 " R= 177.00 EON.' T= 18347 ' i P. O. T. Stc. 50*00. 00 "S- 1-A " STRUCTURE No. 21 L = 284.33' P. O. T. Sta. 211-07. 37 'A " /n/et Type /- 10 & E= 77.89 ' J2' of 15" Pip e Req 'd. SEC. 26, T. 18 A/., R. 3 E. S.E. = 0. 02 ft./ft. ' BEG IN CONS TRUCT/O/V � CLAY TOWNSH/P HAM/L TON COUNTY Q \ PHASE IT Q 5TA. 50*65 "S- 1—A " J1 ' Cl. III Drive P. C. Sta. 54-1-50. 71 "S- 1-A " P.I. Sta. 561-34. 12 "S- 1-A " WESTPARK SUBDI V/S/ON i c 67, i O SECTION TWD I I a X + T I I 60' PROPOSED i INGRESS/EGRESS n LOT 55 0 EASEMEN T 2'. / 2' ---- ----- - Water `? Qthers vl cp - __- ---- ------ ----___ - San. By Others _ ., Re. dp --� 4 ' USA LEGEND -HAW TON CROSSING BL l/D. _ - o N :34:a5 E �� -- -- N 8,9:34 25" E x 1� CONCRETE CURB I ° ^ ^ 2 � CONCRETE CURB AND GUTTER I Y © CONCRET MED/AN I 2 --- -- _� _-- _ ----- --- - s, E I ___ ---- - - ---- --- - Constr. L emit -�_ r � ---- - . 100' Taper _ \ SEEDING I �oo C -p �.0� B BITUMINOUS MIXTURE FOR APPROACHES STRUCTURE No. 24 C CONCRETE DRIVE I K N �„ In/e t Type /— 10 & �, �. `�\ s�^ r ' 1 - " K ° w 2' of 18 Pipe Re 'd. OH CONCRETE CURB RAMP TYPE H L O T 56 I S TRUC TURF No. O✓ BITUMINOUS PATH (SEE TYP/CAL) I I Inlet Type M- 10 & HAW TON CROSSING -� " 24 Cl. 111- Drive STRUCTURE No. 25 K BITUMINOUS PA VEMENT (SEE TYPICAL) I I 2 of 15 Pipe Req d. TR T R N Manhole Type C-4 & - S S UC U E o 2J 1 i % Manhole T e C-4 & 100' of 18" Pipe Req 'd. �� S Y )'P 250' of 15" Pipe Req 'd. 15 � I S TRUC TURF No_ 26 Manhole Type C -4 & 100' of 18" P/pc> Req "d. NOTE: Contractor sho/I field s verify existing structure locations and invert elevations. <. xj . 10 -- I A E � I i 890 - 890 i r 1 i ' i f ; 880 Speclol Underdr in Grade'' Req d. t. ! 880 - ! E E/. 863. 45 P/o t�`ed 20 Above Datum 1 , E 864.21 _ 1- 5 / i C � QW I 870 - t �, i Existiny� Ground 870 I ' , rn 1 w 8F IL E rn i j I o —6z -R r 850 Q) 850 ' 840 - - - 840 - i 3 t b ! 830 -- � _ - - � �' � °° � � � � � � � � � � - 830 50*00 51 f 00 52*00 531-00 54400 55 r 00 56 t 00 571-00 7� HAMILTON CROSSING BLVD . It I)I%W,T .I. - ® TON - ®/® _ > >� '� �� LINE S 1 —A ,. � I� I� �I I f� �I, I. I,�IC7'� 1TIOti' I L DuKeCARMEL INDIANA - - - - Y Investments - - _ J 8888 Keystone sin - -_ -- - -- -- - ---- o Realty I 1 ILA I �_- B001\' 1i./. �III:I.Jh Suite 1200 Butter, � Indianapolis IN 46240 Fazrman an eu er nc. ---- -- , - - -' -- , , , o it Phone: P3t7j 846-4700 ENGINEERS C 111c._I — F 1-1)0,1F,(_'T a c 'III':c I;I:Ii: ►I c IIE, I:I•;I): ( INDIANAPOLIS INDIANA �ii_- --- — - — ° _Fax_._- (317).._574-3693 'I� -- - - - _ - -- - - - - __ - _- ----------{� ----- -- --------- -----� - � x REVISED 912819,9,• Drive Locations 4) N QS N N 4� N N� N N DATA N �X] C�) cc, �X:� C)�) A) L�) L�f) 4) �n 4 1�j ')�j C�) cl�) �J-) �rj '6 4) 4) CURVf S TRUC TURF No. 32 STRUCTURE No. 31 P./ Sta. 56f34. 12 ':5- 1-A 8, of 30 Pipe Stub x(51 Manhole Type H-4 & A = ,92'02'18 I?eq 'd 74' of 35 x24 Pipe END CONSTRUCTION D= J222'1 4 I?eq 'd R= 117. 00 P. T. Sta. 57f35. 04' "5- 1-A PHASE- IT T= 183. 41 L = 284.33' 28 M.S.A. Reqol STA. %.5700*619000 "S- 1—A Son. Sewer E= 17.8,9 ' Others Wc�er Hy Others S.E 0. 02 ft./ft. Ll-xl:5 tl�7q Sanitary Sewer -Field Div f'VC - Existing Water Line 4 ----- S--- 0 low re h W--r-W- P. Sla. 56*34. 12 "S- 1-A " W a FXS TING roo _IHAYIL TON CROSSING VV W. INGRESS/EGRESS S 01:36 4J 54"M S.A -Req 'd EA SFM�N T 2'- Tree �/ L r e onstr. �-A C) Water gy Others Feld Div. S, Rt RUC TURf- No. e ST Q) Z See Prev. Sheet S TRUC TURE No. 27 LEGEND /n/et T - 10 & �((` ,j �j/ Type J P. W/Cqp 2" of 15" Pipe Reqd oz-cy' CONCRETE CURS AND GUTTER Found UA SEEDING 5 ITRUC TURE No. 28 Manhole Type C-4 & S TRUC TURf NO. 29 Inlet T 19 z91 TUMINOUS MIXTURE f-01Y A PPA)IM CHc-S 1,35' of 18" plbe Req 'd Type K RITUYINOUS PA VL-ML-'-N7- (SEE 1-K'ICAL) 8' of 78" pl);ge Req 'd. 60 PROPOSED INGRFSSIEGIFESS'\\� STRUCTURE No. 30 EA SEMEN T 516-C. 26, T is /V, R.3 E. CLAY TOWNSHIP Manhole Type H-4 HA U/L TON COUNTY A10 7L.- Contractor shall fl*eld -j verify exl�5 11�7 struclure locations and 1�7verl elevations. k) X A�] - ------------------- HASI- IT 890 � i � I I � I _ 890 40, Ex 8 '3. 55 - . 6j 0 -3 917, Req .880 Special Underor�1�7 GrGd� Plotted 20 let. 4bove Datum *,30. E 0 H62 46— OU P-Yotted 20 ft. Abc ve Dclu 7 870 - 870 -q Ur o LZ xis L 1p rlradl--1 860 ? - 860 IL C-/. 0 - - - — — — I j i I '--E El 861. 7 861. 14 El. 860�36--- Q) 850 850 f 840 0 (FJO 55f 00 56 -00 —1 830 - - - 57*00--- - -- 58*00 o C�) if 1101,11ZONTAL FILE HAMILTON CROSSING BLVD . 1','E, 1.1 I 1",\ 1)F,1) 1 1 1 1� I ­=:io ' Q) I -- I - 3;'17 LINE " S - 1 —A " F1,TICAL C/ J.)ES1(;NA,ri0N u K� 1� \ 11 - 1�'___CARMEL-- INDIANA /'a" 74 �f i Reolty Investments one Crossing �A'PVI-"Y BOOK c�JJEET 8888 Keyst Butler, Fa2rrnan and Seufert Inc.Suite 1200 OF 9 Indionopolis, IN 46240 ENGINEERS H.Z. Phone: (317) 846-47 ( '0VI'PACT 6� 7) 574-3693 INDIANAPOLIS INDIANA L Fax: (31 r Width of Drive t-k When A Concrete Drive is Greater Than 12, the Longitudinal Join ry t Shall Be Placed Eve 10" (See Plan Sheet or As Directed By the Engineer R/W , I Z ^ Side walk `I 6'_6" Varies Pa vem en t G G (b �0 / I ; Sidewalk j • . , . . . .,.., . moo. � o 0 Ear Construction °°;. 6" Cement Concrete Pavement Type 'B" (Typ.) �`S' Z � 6" Type "O '" Compacted Agg. for Base No. 53 Grass SECTION G—G See Std. Sh t., U1 1 " Preformed Joint Filler Req 'd. (Typj $ ithic 5 -0 Monolithic Monol Pa vem en t '-0"(M/n. 4 '-0" (Min. 1 '- Conc. Curb (T�'P � Conc. Curb Edge of Pavement ,q ,-�-- 3- 'd.5 Bars 6,_6" %" Preformed Re z Curb & Gutter SECTION H—H Joint Filer (Typ.) CURB RAM_ P, TYPE "H" CLASS III OR/ICES ��� To Be Included In the cast SCALE. % " _ �'-0" Not to Scale of the Drive 5 '-6" Varies 2'-0" Monolithic to 8'-0" Conc. Curb 27, Varies Varies 6" 1 '-0" to 1 '-0" to G G G 4 '-0" 4 '-0" Concrete Center Curb G Grade As Shown On Profi/e � 6" Cement Conc. Pavement Grade As Shown On Profile f5 Bars (Typ.) $$$ for Drives Edge of (JJ5 Bars as shown) ` • Pavement 4 8 8 4 6" Type 'O " Compact Agg. j. for Bose No. 53 SECT/ON 'A A " $$ To be included with Me Cost of the Drive Not to Scale _Width of Drive 2'_0" See Pprooch Tob/e) TYPICAL MEDIAN DETAIL Scale. / = 1 -0 �s Q Rz (Q °C, o o e PPP 41- 5e °i Conc. Conc. (b Curb & Gutter Curb & Gutter Side walk Curb Romp Con c. Dri ve Pa vem en t I 1 Max. Slope D Sidewalk Edge of Pavement o 12 " Preformed Jt. Filler SECT/ON D—D 165#/Syd. HM A Surface, 9.5mm, MAINLINE * o �� \ 19.Omm MAINLINE Grass � 330#/Syd. HMA /nfermediate, , ? 5 " TYPE "'o" COMPACTED AGG. FOR BASE No. 53 Pavement en t Utili t Side wa/k j 5" SUBBASE No. 2 STONE � ## To be paid for as Bituminous Strip 12.' 1 Slope Max. Mixture for Approach 0 MOD/FIFO STREET APPROACH 4 -0 Not to Scale SEC T1 ON F—F CURB RAMP, TYPE "O 10 SCALE-: Y4 " _ �'-o" r MISCELLANEOUS DETAILS o 3 IOM'/,OV'I'AL (':1L E - - - - FILE -- o --- - ---- --- MERIDIAN CORNERS BLVD . NONI? 371 r' � I)r.I► HAMILTON CROSSING BLVD . �'I:IZTIC;_1I, ScAI,I� DESIGNATioN ° �. it l�'OI� INDIANA NONE DUKG -- I N I �I_:I� I =_ U_1 F j Realt Investments '_ CARMEL_-_ - __ - _ -- _-- — tTI�VI;1' I3OOh SHEET' H.Z. ,, Ij ,; a 8 2�►�,e Crossing i', Butler, Fairman and Seu ert Inc.- -- - � � of 2O I�:I): llI�-� s _ PROJECT Q Pn«,eopoii' s4s 4ioeo I�'i ENGINEERS COl "TKAC1' -- --t------- ---- -- rII1�- I-1"1): \ II ('III"rI:I�'D: 13 z Fox: 3173 574-3693 INDIANAPOLIS - - — - --- —_ - - --- -- -- INDIAN Provide and Instal/ Neenah Costing 2" Pipe Drcln from Bottom of Curb to /n/et R- 1714 or Engineer Approved Equi vo/en t J" Min. Dia. Pipe to be Kept Open for Drainage of Subgrade Precast Manhole Rings or Base until Surface is Placed 24 c Eccentric Cone, Provide And Instal/ Neenah Concentric Cone Inlet Casting No. 1?-J287- 15 Or o co Cast /ro Or PercGSt Cover M.H. Step Approved Equal. N 2 Precast Manhole Section p _ _! e Provide and Install Neenah Casting �, = 6 30" 6 Pipe Diameter R- 1714 or Engineer Approved Equal co _ moons Precast Manhole Rings 4 'Min. 4 '-0" 4 'Min. ; p .. ►V 24 " Eccentric Cone, 6 30 6 Concentric Cone o Or Percast Cover o Precast Manhole Section , Precast Concrete o PLAN SECT/ON ib 4 Min. 4 -0 4 Min. o 0 94 A40 Pipe Thicknes f� D-t-2'" INLET, TYPE B- 15 o 5 Cement Gout Scale. % 1 "-O'" 3'Min. Cover It ^ Cast Iron M.H. Steps 6'Min. 6"Min Lift Hook #4 Bars 6 O.C. Both ways Provide And Install Neenah � In/et Costi No. -3287 Or .� 6 B Borrow(For Precast Bottom Only) ng R A roved E ual. Class A Concrete PP q Class ':4 "' Concrete �a MANHOLE TY�°E 'C-4 " 0 Scale: 1 O„ p;pe o 3" pipe .� P�' e 6 24 " 6 Pipe Diameter Lift Hook f .- 6 24 6 4 Bars ® 6'0 C. Bo th was » " ec. way � y 5 -0 Dio. 6 B Borrow I/ories (Include in cost of co (For Precast Bo t tom On/y) Class 'A " Concreted Precast Concrete MANHOLE TYPE W-4 "' Reinforced PLAN SECT/ON Scale: % =1 -0 � C/ass Concrete Cap " ( '" "' INLET, TYPE J- 10 Concrete Scale: % 1 ' o" tnt 1 Note: Reinforced Concrete Cap to be Constructed Provide And Install Neenah REINFORCED to Size of Existing /n/et. In/et Casting No. R-3287 Or 6" 24 " 6" Existing Ground Line CONCRETE CAP EX/STING INLET Approved Equal. _ CAP INLET DETAILS - �*2„ p;pe � � ��*3,, pipe scale.. %"- 1 '-0" E° 'B" Borrow for ►� (N Pipe Diameter a) Structure Backfi/l Provide And Instal/ Neenah �b Pipe 6 ` Inlet Castin No. R-4215-C Or 2-f5 Reinf Bars ^ _ 6 24 6 -- o g Bars" Slope 1. 3'-0 Long 2-#5 Reinf.12 (Typ.� APpro ved Equal. Y-0" L on T -11, Precast Concrete a R.C. Pipe 2%"(TXP r 2 2' PLAN SECT/ON "BC' P!- e ___-- ---_- _ _--- 6 30" 6 Pi e Diameter INLET, TYPE M- 10 . 4(BC f 2T�_ _ p 1 _L Sca/e.• � 30 .3(BC f 2T) .3(BC f 2T) . 1(BC f 2T� Precast Concrete PLAN SECT/ON BACKFILL METHOD A " INLET, TYPE E—7 MISCELLANEOUS DETAILS Not to Scale Scale.• MERIDIAN CORNERS BLVD . IIORI%ON'I'AL SCALE FILE o f hI:( U111II:NI)I,ll 'I� -- NONE 3717 � IOR A I Il0VAL HAMILTON CROSSING BLVD . %I:RTIC'.<1L SCALE DESIGNATION ° DUKO �CARMEL _ INDIANA NONE Q --- - -- --- --- Realty Investments Q Baas Keystone crossing SURVEY BOOK SHEET DESIGNED: j; % llh:111 N: D.li. Suite 1200 i� Butler, Fairman and Seufert In c. oF 9 Indianapolis, IN 46240 Phone: 317 646-4700 ENGINEERS COti I FACT PROJEC CHEChI I): 1.II. cIII"cI 1•,I): 13 ! Fax: 817 574-3693 INDIANAPOLIS INDIANA i �. __--- -- - --- ; 155. _ -_ _ - - ►I --- - - 150'_-- - - _--- - --_- 1.50' - - - - - of Q-) Edge of Pavement I i i I I 60' V.C. 60 ' V.C f 0.26 - - - -- - Grode As Shown on Profi/e i -0.26" -0.26' Rt. Edge of Povement 60' V. C. PHASE II SUPERELElVAT/ON DETAIL SCALE: None P./. STA. 56-k34. 12 '5- 1—A " D=,32"22'1,4 " ``) S.E. =0. 02 ft./ft. Q V � P. O. T. STA. 26f 23. 19 ':4 " END CONSTRUCTION PHASE I STA. 26f 12. 95 'A .01 �--- Fence (P/cstic) �—Fence (stone) ---- Sidewclk _ - - - si dewalk - -- 1 /P. w/Cop _ Found App. Sec. L ine 131st. STREET (81-t. Ma t. 2�' �' . � K 12 1 ,�3� � '�o �1 K - o , 2'-1 2 2 - ---- --- _ - --- __. .- 100 T-a e--r 100' To p er Taper - �i APP. Ex. R/W Apg. Ex. R/W iz H rr�� - -- - - sty i ;�' 1--4 '•``' F, - - - - J - - - - 7z �r'P • -- f h'( i 1� CONCRETE CURB AND GUTTER PHASE IL,', n © CONCRETE MEDIAN INTERSECTION DETAIL ° SODDING SCALE.- 1 "=20' a O CONCRETE CURB RAMP TYPE 'h'" O BITUMINOUS PA TH (SEE T YP/CAL) � o � OK BITUMINOUS PA 1VEMENT (SEE TYPICAL L 81 TUM1NOUS SHOULDER -- - _ ---- --_ _ - _- _ - - - -- - - -- --- -- I O I�I G O N T A L ('.1 L E FILL; ' l - , , MERIDIAN CORNERS BLVD . - --- A'.), N��,lF1) 3711 0 550#SYD. HMA BASE 25. Omm I'I.�'(►�I'�IE�I►I:I1 •' w SEAL COAT TYPE 2 ' ' ' DuKe HAMILTON CROSSING BLVD . �L �C_�I.L� DESIGNATION I��()Iti 1I I I�(I� �L � �� �'I'RTIC- I) � 1I�. DETAILS --� ,� �I A ti N 0'1 E ll 13./. I).li. Y 9 I"P�'I'.� I�OOI� �HEF1' 1 — 1 T � ea Investments s i - Q j 1)I':�Il,\I D: I>I ;111 : � 1200 Crossing Butler, Fairman and Seufert Inc. .2136 10 OF ti0 r\ ! — ------ ---- -- — Indionopolis. IN 46240 r Phone: 317 646-4700 ENGINEERS C'ON 1 I�.�C I PROJECT ^� ( ( I I I ( It 11,I �' �: I Fox: 317 574-3693 �!, INDIANAPOLIS INDIANA 0 0 0 o � EG/N CONSTRUCTION END CON UCT/ON PHASE I EON. PHASE .STA. 13f 5. 05 "A " P. O. T. STA. 21 f 07.37 A Qk P. O. T STA. 50*00. 00 "S- 1-A "" STA 26f 12. 95 "A '� Q P. O. T. Sta.26f23. 19 ':4 " Sin T e R2 Q 30 MPH" PHASE I 3 App. App. Ex. R/W U) 3 —3 MER/D/AN CORNERS BL K?. 31 Line 'A " 4 Z App. Ex. R/W Xs APP• W-- 3 'Sin T e RI- 1 X 'STOP" Si n T e R3-5 R Sin Type R1- 1 '"STOP" Q BEG IN CONSTRUCTION f50 PHASE -E i STA. 50*65 "S-- 1—A " 3 00 �s I 60' Proposed I /ng�ess/Egress I Easem en t a O fT SEC. 26, T 18 N., R. 3 E. m CL A Y TOWNSH/P HAM/L TON COUNTY Zt Qz I � � Qo Q LEGEND P. C. Sta. 54f50. 71 "S- 1-A LINE" THERMOPLAST/C, SOLID WHITE 4 " NZ, THERMOPL AST/C, BROKEN WHITE 4 " 3 L/NE, THERMOPL AST/C, SOL/D YEL L OW 4 " ° END CONSTRUCTION I 34 L/NE, THERMOPLASTIC, SOL/D DOUBLE YELLOW PHASE II l 3 L/NE, CROSSHA TCH, SOL/D YEL L OW, 12" (20" SPA /NG) ° " " 3 TRANS VERSE MARK/NG, CROSSWAL K, THERMOPL A TIC 8" STA. 58f 69. 00 5- 1—A / 3 TRANSVERSE MARK/NG, STOP BAR, 24" 0 3 PA VEMENT MESSA GE MARK ING, WORD "ONL Y" o P. T. Sta. 57 f 35. 04 "5- 1-A " i 3 PA VEMENT MESSA GE MARK ING, L ANE /ND/CA TION BROW - P./. Sta. 56f 34. 12 "S- 1-A " HAMIL TON CR SS/NG BL V i I PA VEMENT MARK ING DETA/L I�ECOMME DED MERIDIAN CORNERS BLVD . C- IC'I�IZc�N ICI. c'��I.I', �'II,I{: a _ 1 "=50 3717 FOZ 1IPZO� AI HAMILTON CROSSING BLVD . vI?RTICAL SCALD DESIGNAT ION D:1 IE DuKe o LCARMEL INDIANA A Q I —_�— - -- ----- -- Realty Investments DESIGNED: I3.Z. � llR I),I3. -� BM Keystone Crossing - � St1RVEY ROOK SHEET ��� Suite 12 Butler, Fairman and Seufert Inc. �� 11 of 29 Indianapolis, IN 46240 o M.0-. 1 ('11E K,FD: H.Z. Phone. 317 846-4700 ENGINEERS CON'T'RACT PROJECT z - - - L - -- fax: 817 574-3693 INDIANAPOLIS INDIANA � o EG/N CONSTRUCT/ON END CON UCT/ON PHASE I PHASE a » » P. O. T. STA. 21 f 07. 37 'A " „ „ Q STA. 1j* 5. 05 A P. O. T. STA. 50*00. 00 "S- 1-A " STA 26-� 12. 95 A P O. T. Sto.26f23. 19 ':4 " Curb Inlet ro tec Lion Re(l 'd. Q Curb Inlet Prote tion Re d.' PHASE I Curb Inlet Protectl'bn eq Iq, App. Ex. R/W APP E . R/W q Perimeter Protection Re 'd - -- -_ - _ 0 • MERIDIAN CORNERS BL VD. Line 'A " A x. R � App. Ex. R W App. W Perimeter Protection Req 'd. Perimeter Protection R q d.- -- - q -- --� - -- - _ - -- - — - --- --- --- --- -- ------ ---- -- -- --- ------ --- ----- - � _ ter Protection Re d. � Curb Inlet Protection Re 'd. Curb Inlet Protection Re 'd BEGIN CONSTRUCT/ON PHASE Il Curb Inlet Protection Re 'd. STA. 50*65 "S- 1—A so' Proposed Ingress1Egress Eosem en t IQ Curb Inlet Protection Reg 'd. I � Q< Curb lnle t Protection I ; Q Qz v SEC. 26, T. 18 N., R. 3 E. a A Y TOWNSHIP j U)" o m o HAMIL TON COUNTY I 'N I Q � Curb Inlet Protection Req 'd. P. C. Sta. 54,150. 71 "S- 1-A " D op Inlet Protection END CONSTRUCTION - - --- - --- -- - - ----- - Q) Curb Inlet Protection Reqd. \ PHASE II sr » P. T. Stc. 57f 35. 04 "S- 1-A " l STA. 58*69. 00 / ° I i I o I I Perimeter Protection Re d. l i P.I. Stc. 56f 34. 12 "S- 7-A " i AM/L TON CR SS/NG BL l/D. i I EROS/ON CONTROL DETAIL Perimeter Protection Re 'd. ° �I I.I.c i�1I1II:NI?I.I iI MERIDIAN CORNERS BLVD . II()IZI'l,()N'rAL S(':1I,I: FILIi', o 1 ' =50' 3717 O� 1I, e HAMILTON CROSSING BLVD ° ! DuKO ' ' V 11"I I'I "Al, SCALE DESIGNATION ICI ;ILr� [ x(�I\- I-;I: I� r�hL CARMEL - - - — INDIANA /A , ----- - - Realty Investments _— - --_ - -_ _--- -- Q 8888 Keystone Crossing D Fairman Seufert T _ S j R�'I�;Y I3 0 U h SHEET � DI�,SI(r\I�.'D: Suite 1200 9 � I Butler, and 1120. 286 1 OF 29 Indianapolis, IN 46240 „ , o � �I Phone: 3n e4s-4�oo � I ENGINEERS CONTRACT RA(, I PROJECT ( 'III�:( 'K,ED: �i.u. ('IIFCI\I D: 13.L. - - I � Fox_ 317 574-3693 J ; INDIANAPOLIS INDIANA M UNDERDRAIN TABLE LONGITUDINAL DRAINS OUTLET PIPES w � � Cif CC D w W Z �, 8., � � J COQ � 0CID z UUw 4„ 6„ 8" Q � J J Q AT J � 4 6 ❑_ V) � � � ,� J e w w c% o z � °° REMARKS UV) �_ � � w w PVC PVC PVC 0 Y F- wa Ewa z0 o Zak STATION GROUP K GROUP K GROUP K w Y X 0 o STATION w m Cc U D F- a I- a Cc U ,� w PIPE PIPE PIPE 0 Q 0 0 o O w Z PIPE PIPE PIPE U 0 Q 0 0 m a m a d o U o 0 Qwm w Z F- c� � " FEET FEET FEET CYS. CYS. EACH EACH FEET FEET FEET FT 3 EACH EACH EACH FT3 LT RT Line A Phase I 12 ✓ 13-f 25 2675 22 15f 92. 5 ✓ 15f92.5 11 ✓ 1 2675 22 15f 92.5 ✓ 15f92.5 12 ✓ 15f 92.5 352. 5 28 15-f 92.5 ✓ 1,9-f 45 11 ✓ 15-1-92.5 352. 5 28 15f 92.5 ✓ 19*45 16 ✓ 19f 47 353 28 19*47 ✓ 23f 00 15 ✓ 1 f 47 1 35 f 47 ✓ 23f 00 19 /NCL ODES UANT/T Y FOR RADIUS ✓ 23f 04 319 26 23f 04 ✓ 26-f 00 18 IN CL UDES UANT/TY FOR RAD/US ✓ 23+04 319 26 23-1-04 ✓ 6f 00 Line S- 1—A Phase II 21 ✓ 50f 65 185 15 52* ✓ 52*50 2 ✓ '50*65 185 15 52-k 50 ✓ 52-f 50 21 SPEC/AL GRADE RE D. ✓ 52f 55 265 21 5 *50 ✓ 55f 15 24 ✓ 52*55 245 20 55-f 00 ✓ 5 f 00 7 SPE-CIAL GRADE R ✓ 55* 15 215 17 57*JO 1 ✓ 57f 30 27 ✓ 54-f 55 225 18 57f 30 ✓ 57f 30 SPEC/AL GRADE RE D. ✓ 57-f 30 130 11 57f 30 ✓ 58*60 27 ✓ 57+30 130 11 57f 30 ✓ 58f 60 0 0 Q 0 i Qh �4 3 ti O _ --- r-1 — -- -_- - - - ---�� --_ -- -- --- I I ORI7.ON'I'.�1L SC'ALI�; L o - --_- __---- --- - -_- - _-- ----- MERIDIAN CORNERS BLVD NF)IN � 3717 o RI,CUNI\I END ED HAMILTON CROSSING BLVD . i ° V W. _ I I�'OR :1I'I'IZU�'_1L _ F--- VF.IZTI('AL CALL DESIGNATION 0 DuKe UNDERDRAIN__TABLE - ����- o I Realty Investments -- - - SHEET —� y I � ------- -_, _-_ — �— — �U R V I�;Y I3 0 0 k � Q I; 8888 Keystone Dossing R�+1 e�y,' Fa2rman and Seuf ert Inc. llF,SI(rtiED: H.Z.I3.I. I)IZ��ItiN: - Suite 1200 1J till I �f36 13 of �� r� — — Indianapolis, IN 46240 — i Phone: 317 84s-4700 ENGINEERS I CONTRACT PROJECT , I� �. INDIANA �- l'III:('hI:I): CIIE,Ck, D: - - L Fax: 317 574-3693 IN L FLOW LINE S R CTUR A A T U E D T LOCATION z �o w w SAFETY w MANHOLE, I. !ET 0 J 0 J z � o -_� GRATED METAL cn w Q J o o rr J w w Q z z X BOX END w w U' CATCH BASIN, OR = uj z E 0 0 a f w0 w END z REMARKS cr SIZE v SPECIALTY w w w > w w v m Y w Z cn D wv ~o SECTION SECTION z w STATION STRUCTURE w Y 0 0 w Li- �= w = Q �� m 0p Q wa 0 -1 �w w U U) U m _ m U J M U D In 0 (n (n J (n Q m Li CO � � U U (n �(n C� � : w 0 CYS. TONS CYS. EA. SYS. TYPE EA. SLOPE EA. � z IN FEET FEET ELEV. ELEV. YEAR IL PHA /N A Exist. 10 15+91 Manhole Type C-4 Exist. Exist. 11 10 15+92.5 ✓ 15 III Inlet T e 8-15 10 2 861.75 861.65 A 4 12 15+92.5 15 III Inlet T e 9- 5 6 2 861.75 861.65 A 2 0. 12 CGD EXi5linG Inlet 13 15+93 Reconstruct Monho/e to Grade 14 15+95 15 19+47 � 24 III /n/et Type M-10 60 4.5 858 J0 858.00 A 50 16 15A 19+47 ✓ 24 III 16 6 858.45 858.30 A 20 15 Ca End of Pi e 17 16 19+47 24 III Inlet -T we M-10 8 6 85800 85790 A 10 Reconstruct Manho le to Grade 17 19+47 18 23+04 ✓ 24 III Inlet Type M-10 60 4.5 861.55 861.25 A 50 19 18A 2 +04 � 2 III 3 18 Ca End of pipe 4 16 6 861.65 861.55 A 20 19 23+04 24 III Inlet T e M-10 8 6 86125 861.15 A 1 D 20 Reconstruct Manho le to Grade 20 2J+04 PHA SE /N - 1-A 21 52+50 15 III Inlet T e J- 10 32 1.5 862.94 867.74 A 8 22 23 22 52+50 15 III Inlet T e M-10 2 2 862.74 862.64 A 1 25 52+50 15 III Manhole T e C-4 250 3 86301 862.21 A 110 23 24 55+00 15 III Inlet Type J- 10 2 2 862.60 862.50 A 25 1 A 36 26 18 III Manhole T e C-4 100 2 862.21 8619 8 25 55+00 26 56+15 18 III Manhole Type C-4 100 2 861.89 86157 A 36 28 27 57+30 ✓ 15 III Inlet Type ,/- 10 2 2 861.80 86170 A 1 28 28 57+30 18 III Manhole T e C-4 135 2 86>.57 86114 A 70 30 30 29 58+65 18 III Inlet T e E-7 8 2 861.24 861.14 A 3 Exist. 30 58+65 Manhole T e H-4 861.14 EX/5T 31 58+65 35x24 III Manhole Type H-4 74 2 861.26 861.14 A 30 30 32 58+65 30 III 8 2 86127 86126 A 10 31 o r 0 Q rn i 0 i 0 3 -- - 1101MONTAL - - - --- - MERIDIAN CORNERS BLVD . n I I I,I.( O1I �IFN,D1�.D �I. �'I:R1'IC'AL ti(' 1LI DESIGNATION I uI� 1I'PLt�� :�L HAMILTON CROSSING BLVD . _ 4` DU IC�' - STRUCTURE -DATA SHEET Realty Investments -- - _- - -- -- - - - _ ----- o tit RV 1I' ' I30Uh SHEET Q �� I� 8888 Keystone Cross [;.'/, AWN: Suite 1200 Ali Butler Fairman and Seuf ert Inc. DI.�I�r� I.I):- - ---- ---- --- --a Indianapolis, IN 46240 PROJECT � -- --- ENGINEERS ('UN'hIZA("h - Phone: NDIANA e: (317) 846- 1 INDIANAPOLIS -_- - --- ------ ('I I I,,(,h 1",D: �1.�). �'I I I:t '1\'F'D: - l 3.%_ - -I 1 FaX: (317) s74-36x3 - ---- - - - -- -- -- - -- -- REWSED 9128199,- Drive Locations SUMMARY OF QUANTITIES AND APPROACH TAP LE SURFACE HMA MATERIAL FOR MAINLINE HMA MATERIAL FOR SIDEWALK ASPHALT Li MATERIAL ° BEYOND R W LINE w w z FOR COMPACTED L-'Cf)z0 w w HMA w Q w w w� Q z w DESCRIPTION > U) z U w - z z Uw - w w w z AGGREGATE Of � = U-1 U-1 Q ow FOR Q z wJ wJ Qo 00 0 � ° LJ - ,- w U LOCATION (APPROACH z �- = m z ° m w GRADE EXCAVATION N > APPROACHES Li- z z Qz � Q O Q o N o LO Q Q FOR BASE � w z o^ (STATION) TYPE OR o z ° w _ Q w �- Cr Q mQ �� � o o m U U o Q N w o REMARKS w w Of o � Q w Cn O w o m _ w w U o N 0. 5 3 m w i-- w w U f- co TE LLJ CLASS) -J Z Q Q v w i-- cn z z U) V) U Q E Q >--- Q >>- w U M U w w w �- w v Q D- CD T z � Q — — � - w I— w F— : U V) z � C 0 Er � z z � V) F- g w U = O Cn Cn — U U U UQ wwW 0 oU � U LBS. PER SYD. LBS. PER SYD. LBS. PER SYD. N DEPTH DEPTH zo z° o z o w Q -ch 1 2 CUT FILL+20� 165 330 165 330 165 275 550 3" 5" 6" 5" U U U U w ° FEET FEET FEET FEET FEET FEET FEET % % CYS. CYS. FEET SYS. SYS. SYS. SYS. SYS. SYS. SYS. SYS. SYS, SYS. SYS. SYS. SYS. SYS. SYS. SYS. TONS TONS SYS. SYS. SYS. SYS. LFT. LFT. SYS. SYS. PHASE I L/NE `A " 1 1 5850 390 7089 7089 979 979 67 1 67 2. 04 979 7433 7778 2479 1760 92 17f 80 Rt. C/. III 24 ' 27' JO-JO 1.34 134 21407 Rt. M.S.A. 38' 30' 30-30 178 178 0. 04 178 178 PHASE II 2895 40 41,31 41,31 1. 04 4,320 4610 1365 53f 31 L t. C/. III 24' 30' 30-30 115 115 53-f-28 Rf. C/. III 24 31 ' 30-30 115 115 55f 87 L t. M.S.A. 54' 37' 40-40 298 298 0. 08 322 322 108 56f 98 L f. M.S.A. 24' 37' 35-J5 120 120 0. 02 141 141 96 0 ti 0 a 0 r 3 G r� M M. S.A. = Modified Street Approach -- ® MERIDIAN CORNERS BLVD. i I I':NL}I:I} - 1 HAMILTON `, ROSSING BLVD.- --- -- --- �� .� I':_ I I 1"1'P CAR_ MEL INDIANA � - Realty Investments === I,I — J ' \ 8888 Keystone Crossing v _. �I . I - I,L:�Isr ,. t.�}: I}I Butte Fair Se ert Inc. -- - - ,.,-. suite tzoo � f �� r m��n and u - -- - - - Indiana alts, IN 46240 Fax 317 s74-3ss3 INDIANAPOLIS ENGINEERS Phone: 846-4700 (317 INDIANA (tI':I): �I.u. E III':C I I'.i} li.. .. ) I- - -- - — -- --- - - -- - - 1- - - - ---- - - -- - - - -- ----- - -- --- - --- — ------- -- x CROSS SECTIONS CUT F1 LL 70 (i D 60 70 80 c = - 12 = - 1 14 c = = 2 - = Y0 1 1 A A - c = - - - - - -- F, +,+IJ-, -H+ AIFF+, - - - _ - T' i 70 60 C 3i) 50 60 70 80 IIt:)I_)I%O CROSS SECTIONS �, --- --1; :371 MERIDIAN CORNERS BLVD . E- ' - -_ - -h T—r I '1I = LINE - I)I ICN Arloti A 'CARMEL _ NDIANA- ---- - —�---- � . o - - - - - - - -- -' - -- --- III I'ET Butler, air man an e er Inc.n 15 oF� '2J �. ENGINEERS ('( NT1,I)AC I' I'I`OJI?(A' - - - - - I I F IyF1):- -�1.�; i III.t I�I� I� [..,.. INDIANAPOLIS INDIANA ;� - -- — r t i v CROSS SECTIONS CUT F1 LL o 4 20 10 0 0 " 0 6 70 80 A/A 11 - - - -- _. n 77 1W. - - - - - - - -- -- T- T - - - - _ -- - - - -- 12 T V - . . . FFH . . . . . a, 70 EO 40 30 20 1C 0 ) .%0 3C 5C 60 70 80 �k r� AD)RILU\'1' CROSS SECTIONS 1, -- -- - --- -- - :1L SCALE I 1 LE o LINE MERIDIAN CORNERS BLVD . VF;RT1('A1' SCALE DESIGAA110N ° A - - - -- CARMEL - - - - - - - INDIANA -- --- - I "=5'- - ' UI'tiIt, � r.I) 13.7.. I),Ic. � - I �I I��%I;�' I3O(1Ii SIII ET j-- 1 I)I� Butler, Fairman and Seu ert Inc. - �1i'G I OF D =� ENGINEERS I C O'N"I"P)A("F I)IWJ F,("I' L2. C II-F(_K,F1): - - - I3.7. INDMAPOLIS INDIANA ✓_i CROSS SECTIONS CUT FI LL 70 60 60 70 80 r O - - Qj Q o - _ 7 C = Y54 1 = 4 — 1 4 - 3 — — — -- — — -- 70 60 = - 0 0 2,-, 4 i, 50 60 70 80 CROSS SECTIONS I—)VALI, F LF - -- - - - - MERIDIAN CORNERS BLVD ' LINE „A„ � I- - - V I I)hI( L "- CALF DFSIGN.A'Ir10 - - CARMEL INDIANA I3O(�h _ �III?I,rI' Ic, I:I): Butler, Fairman and Seufert Inc. - -- -- >fics ��F >� -- — —— - -- INDIANAPOLIS ENGINEERS INDIANA III ('(>: — — — — —-- CROSS SECTIONS CUT SCA FI LL 30 v '0 30 10 50 60 70 80 FA ----- -------------- -ttt- ITT--T-�1-�t F7 7 ---------t--H+ I I - . 1 tiff 11- - ill 1111 111 111 111 +H++t+-+W -H+ +H-- - -------------------- - - ----- ------ - - --------- ---- ---------- ------ _L FT_TTI= -------- -- _ttt__ttt__FT_F_TTT__T_r - - - - - - - - - --- ---- --- cci - -- - - -- o - _ -- - - m; - - - — 77r ri ------------ - --- - ------------------- 77 ---- --- -------------------------- ACT— If -1E I LLLL:L -- - - - — -- -- -- — — -- -- ---- -- -- __ - k icy 6 ) 4o 3 0 - = - — - - 60 70 80 o CROSS SECTIONS II0IZI AL SCALE FILE -� MERIDIAN CORNERS BLVD . LINE »A» �� _ I:RrI'I('.1L SC:1LI�: I)ESIGNt'All 01N CARMEL INDIANA - - -- - - -- - I)I l�.'/,. I)R_ wx 1300h CHEF„1' !r-- - - ----- - -- - --�! Butler, Farman and Seu f ert Inc. - • �� - ---- -- CHECKED: '�I - . - - - -- - -- III ( IID I3 / > 18 or ENGINEERS ('(>'�'1'I�< ,,, - 1(�.I, F IMEC I 4�F +4T TH 4TF 141:fl 41T -- -- -- -- -- -- - ---- - - I� — - -- - ---- --- -- - -1- - - - -- ------ i, INDIANAPOLIS INDIANA - — ---- CROSS SECTIONS CUT : :: FI LL a= 50 60 70 80 60 4:, 111 -4 1 1 1 I I I I I L T T 1 -1 I I A_ 1- -1 I dlu I F LOOT 444t eff I I I Itt III 1 +1 1- 1 1 1 1 -1 _er/L/ IL I I I I C — — - c = 8 = 2 o - _ -1 Tj I 1 11 -rr ------ to _F_H-+LL - - - -_ 0 6 t 1 f s . vri n e 3 � S0 60 70 70 6� 40 3U 2"� 1 J ':; 1 0 20 - - - - - - -- - _ - - - - _ - - - -- - - - - - --- - - - _ -- - -- -- -- I > (iI)IIO `I':�L �( ':�LI; Ii'ILI; - - CROSS SECTIONS MERIDIAN CORNERS BLVD . LINE A 1L I" I)I{ SI(�tiA1'I'IO V` CARM_EL _ - - - - _ INDI=ANA � -, _ - _ - --- - -�IIh;I�;'I'- - -- I `;I I.1I Y BOOK o I t�.�. �� B�,Gtle1" �' G�21"1?2GL�12 OG120L ►�e2Gf ert Inc. - - �f��>- �� OF - — -- ---- -- -- ENGINEERS C'ON'I'I::1("I' — I'ROJh,( ' I H I HT I c III:( hI�:1): INDIANAPOLIS INDIANA i - -- o CUT - �- �� � � � N � �I LL 2 � o 60 70 80 7n �o Zoo so TRZ pop T. i—x1j; ::H A7H+ J nr- J& fit! z 4444�F I-A 77 77 7 -- - C -- — — -- 7G — — — - — 5' nk J +r ---- ---- ------- -- — 60 70 - CROSS -- - - - -- -------_ -__---------- _ _ _ SECTIONS I� iIUI�IlU _1L (':1LIi, 3F1 171, —� v f— � LINE "A " MERIDIAN CORNERS BLVD . - 1 " 3�1 CARMEL -- -- - - - - - - ---- INDIANA I Z I I1'„1I�5 o —-- — I — 1LI? DE�IC"NA'hION ICI Ise I�./.. — — - - - - Butler, airman and Seu ert Inc. _— — f I 1 -- .—� — FNGINE INDEED: — — _ E — , 13./.. � R ---- -- — — OF J S � � 1 t3 �� INDIANAPOLIS CONTRACT ; if f - - - INDIANA -- PROJECT T CROSS SECTIONS CUT F-1 LL 5J FO 70 80 70 C — 60 — CE c = 'Til I = _ I K 7 m 0 0 o - Q i 0 0 c = 5 = 4 I I I I t I --- - --- 4C 50 60 70 80 70 60 50 4C �- �0 0 iI(�PI/.(i_NTAL, �(':1I.I�'. I . CROSS o SEC» T�I�ONS - - -- "=5' ------ 3t' i 7 MERIDIAN CORNERS BLVD . - R I ' 1L ti 1 II0 ESI( LINE A CARMEL INDIANA - - I�•��. Butler Fazrman and Seu ert Inca - I�°« Q I)I':�I l;�h:I>. l i.'/.. � ll I�.�ll�\ . � f ---- --�t3(S 21 OF 2<) ENGINEERS J ('(iNT VIA("I' PRO•IF("I' , � 'III.1 I\I D: I�'cI\I�:I): INDIANAPOLIS INDIANA ��— _ CROSS SECTIONS CUT , ' _ FILL 70 80 o tl VA +H FIR -t -FFFFTL1- 60 T 0 6C 40 3C) 2 40 50 60 70 80 CROSS SECTIONS - _ _ MERFILE IDIAN CORNERS BLVD . '�- -- 1 `j� l � I��1� I I(' 1I ti('ALL DL�IGti-1'I'ION - LINE "A' - i' CARMEL - - - INDIANA--1r - ----- ----- - 1} Butler Fazrman and Seu ert Inc. -- 86 AI:I): , I)IZ:111 � � � f �., — -- -- ENGINEERS H (10VI,P_1("I' I11`OJI?C"I' cIIv t 'IvI'.1): CIIE, K,F1): ft.�. INDIANAPOLIS INDIANA V CROSS SECTIONS CUT I=II_L SCE 60 70 80 Ac 4 A— - - c = 4 = V I - - - -- - - 0 - v 0 - - - 0 i 0 LLLLL T 70 60 4�) 20 _SU S0 60 70 80 y r- -- ---cR SS SECTIONS it CI(i1�I%O �`FA1, S('_1LI, h'ILI; - -- - - --- - HAMILTON CROSSING BLVD . r- - _I .iii , ! S'CA I, -- UI:tiI(� �i,1`h1Oti LINE " S - 1 -A'9 - - - -- - -- -- ---- --- - - ;� CARMEL - _ INDIANA_ I>I�:_l�S��: S'IIE,11-1, - - - - - - Butler, Fazrman and Seufert Inc. -- 'f�i� - - - - ENGINEERS ( '(>\ I'I�:1t"I' I IvU.— ' ( �III�:t 'h1�:U; 1i.'L. INDIANAPOLIS INDIANA - -_ - - ---- CROSS SECTIONS CUT �, _ . F1 LL 50 60 70 80 ,of) - - - - -- - C - 1193 - - - - -- F1-.+4-1-rF Lrj- 'I 'I 'I I' ---T-FF--TT-F-T-F-F+ 'I I 1 1 14�-Ft�-+ I '1 - 4- 40 3U 20 C' C ) 2C " ;C 50 60 70 80 i lfolmoyru scm'I'; FILI', CROSS SECTIONS HAMILTON CROSSING BLVD . - „_., --- ;37, v )� - VI1,-Z'IICAL S('ALI” - D1?SIGNA1'ION LINE S - 1 -A CARMEL INDANA Butler, F d S t I t � � I).L. � � �� � f I)I' I�,I�" I I�:� " u er, airman an eu er Inc. t ' h:1): ENGINEERS ('OV1,PA(A' 1RO,1I,("I' -- „- - - INDIANAPOLIS INDIANA - CROSS SECTIONS CUT = F-I LL �,- 50 60 70 80 - -- cT 9 - - -- - S 1 _ _ t i./. o H-H-F-F+�- H+i-i-H+ H+ I 4C) 3J 20 20 SC ` 50 60 70 80 i - - - - - - - - - HAMILTON CROSSING BLVD . .1k)F ZO T L SCALE FILE, CROSS SECTIONS _ ° �> � I�;I�"I'I('_1L �C':�LI�.' I)h� IC,N�1'hION ° - r -- — -- - I — —A" - t LINE S 1 - 1 CARMEL -- - - - INDIANA ---------- __ — �I �ItVYY 1 0011.* III;I; h Butler, Fairman and Seu ert Inc. �� I� ;\�I�:U: B.Z. I)I�:�II \ � ��C— — 'i3G �� ��. �,9 . . I I ' ENGINEERS A C'I' PROJECT II[.c I 1, D: N 1. ( 'III'.c hI:1): B.Z. 1s INDIANAPOLIS INDIANA -- t CROSS SECTIONS CUT F1 LL 50 60 70 8U 70 6� J+ F+ HL 1-4- I L 841 V/ _ - - - - - - -- _ - \ - - - c = = S o. 24 +I -Ht. I I I I I t - I I I I I I I I -i t f o - 0 h rn i o - - o 0 F Ci 4 {.) .. C 7 0 0 70 80 -- --- ------ ---- --- - - - - -- - - - - -- -- - - - - - - - - - - - - - - HAMILTON CROSSING BLVD . - -I --- -- --- -- - --- -- -- , ,� CROSS SECTIONS i ITI �� �� S( ALI; LINE - - CARMEL INDIANA -- - --- - - -- _ _-- _ � o n it l�I: I� � \ I�;I�: ►�.%. ICI::A1� \: I> ►� I 'I' I:� ruCler 1ai mand Seuf er Inc.nc.rar� -- -- -- ENGINEERS ( ()VI'I. 1("I' III:( LI:I): �1.��. � III�:thI�:i�: INDIANAPOLIS INDIANA �! C BOSS SECTIONS CUT FI LL 70 c �c% E0 70 8; F] FT_-F-1-1- I -H , if I T- I F+ _tj+ c = - _TTT_ -H+-tt-I 1+ 1 FF It I ] 1 +1 I H+ F+ --I 4_ 1 -T-F _++ -ff-H ++ I c = - - 1 -TIT 11 T m 0 6 _ - - S o. 6 EFF 3 - - 70 60 50 40 z,0 10 ! �E 50 -- 60 70 80 HAMILTON CROSSING BLVD . CROSS SECTIONS -_- -- - �I I,__ i LINE " S — 1 -A" INDIANA \ I:I;'rI( �1I, �(':AI,h: I)1"SI(I �:Al,IO N �' CARMEL - � _ - ------ _ _I Butler, Fairman and Seu ert Inc. 1 1 ,l l,,�. I�O(�1' - - _ I I I•:� 'h 1 1�: [3.i. � INDIANAPOLIS � - - ---- — -- -- - ENGINEERS ('O ti'I'I� 1i ..h — I'hU.II" " ( I' INDIANA — - --- 1 — -- JJ CROSS SECTIONS CUT , ' _ , F{ LL 50 0C 70 80 IV- C = - - - - - - j r. A 10. - o. - -- - - - SIG f +1 U - - - - - - - - 0 70 60 5'J 40 3C- 20 10 0 10 20 30 40 50 60 70 80 ° HAMILTON CROSSING BLVD . 'r IIOI�I�OVI'All - -- CROSS SECTIONS LINE " S - 1 -A" -- _ -- -- --- ---- ------- ---- - -- -- - I)Il`�IGN All 0N CARMEL INDIANA i , _5 o --�-- I I�, 1I,I): It./..- - I)I�:1ii ti': I300h IIh:I�;T �� - - - --- - -- - -- --- Butler, Fazrman and Seufert Inc. �2I3 OF - - - - ----- �! ENGINEFRS - - - - - - - - -- - CHECKED: ( 'III;( 'hI:I): B.Z. — INDIANAPOLIS INDIANA i�- CROSS SECTIONS F{ tL CUT 0 50 6 0 70 60 50 40 - - - - - 70 - - +[+ V -------- J+ +W 4+� ------ +- I -J ------- ----------------- - -- I ----- --- ---- ------------ ---- ---------------- Itt Ftt - ------ -------+ --------- - - ---------- 1 86151 1 1 __j ti - --- -------- ------ I i t -t-- 1 11 fill at o - - - o FlU 01 I ITT SVol FF :t- ---------------------- Q 0 - C — — 1 50 60 70 0 7 00 40 0 - --- - --- -- - - - - - -- - - - -- -- - - - _ - " 'A L I_HAMILTON CROSSING BLVD . , CROSS SECTIONS �- ��. --- ---- - - �� I:hl I( ':1I, ti( ':1I.I: O\ Q �� LINE S - 1 -A INDIANA CARMEL -- I I - II 1 v l ` o , Fazrman and Seufert Inc. r - ----- — -- I�I:tiIc; \I�:I>: 13.'/. ICI: \1/ \ I�.It. Butter, ---- — --- - ENGINEERS __ - -- ----- — - � I3.�. INDIANA ,� TT:FF 4# 44 1 T I III;c '1\FD: INDIANAPOLIS - -- -- -- -- -- - -- ----- - - -- — —