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Springmill Road (131st Street to 136th Street) (2)
BOARD OF PUBLIC WORKS CARM E L, INDIANA CITY OF CARMEL , INDIANA MAYOR JAMES B R AI N ARD PROJECT 04=02 -F LORI WATSON ROAD PLANS MARY ANN BURKE FOR SPRING MILL ROAD UTILITIES FROM 131st STREET TO 136th STREET Blue Sk Ct HAMILTON COUNTY �° WATER: Carmel City Utilities V Ben Rd 1 Civic Square m Carmel, IN 46032 °? "'��� __Pon s Po' to D = v 0��� �e � 317-571-2451 A E ----- ---f � a- �J �d — \ HOLEY MOLEY SAYS -� rail Creek_Ctm (n ,� Gr ce Dr DON'T SANITARY SEWER: — Twin 0 ks D�, o o Q �,��o 'a �-- ---_`� � Q �� o Nevele Ln � DIG n Clay Township Regional Waste Hauers raw D `, Ad os Pass ` BLIND -� � \ S rin m' I P nd Cir� v 10701 Forth College Avenue P - Carmel, IN 46280 - - -- ------- W 14�st St O E Contact Person: Andy Kern Spr g ilhBlvd o E 317-844-9200 Q j O _��°,� i/��� z �o TELEPHONE: Hal ale Dr o� 1T S THE ILAW SBC ti U' m " .. °�j \ 6f, ^r m `',e'� \ M r r CALL 2 WORKING DAYS BEFORE YOU DIG 5870 N College Avenue ° Indianapolis, IN 46220 �r�� Twelve 0 ks I ii 1 -800-382-5544 __ Contact Person: Greg Cammack B rook Mill t / PER INDIANA STATE LAW IC-8-1-26-1 � - � 317-252-5134 m Su m r Hill ho bird L ET SEQ. AS AMENDED AND SUPPLEMENTED, -- ` E IT IS AGAINST THE LAW TO EXCAVATE Fax: 317-252-4013 ROya Saddle Dr`-- � Smok = 1000 WITHOUT NOTIFYING THE UNDERGROUND — SCALE 1 �i LOCATION SERVICE TWO (2) WORKING W 136th St CABLE: — ` ___ ____- ___ DAYS BEFORE COMMENCING WORK. pt Bright House Networks ,��e 3030 Roosevelt Avenue �_ � ���do 9° �\�a �--_- `,f Indianapolis, IN 46218 PROS OGA—- N °� ets Contact Person: Tony Holmes _ o ° Gof- 31 'Coo� � 317-632-9077 Ext. 324 -° L L �_ = I ��� o \ree o I NDEX GAS: —°' u Dr ���a nne Dr ��—� 3 - b y Vectren Ener Deliver E > ° ° -°° SHEET NO. DESIGNATION P.O. Box 1700 y - '� > V Dr o, ° a°� Noblesville, IN 46060 `�� x m o -° ° Contact Person: Don Perdue �\ � N ' , �_�..---�' � � �° � 1 TITLE SHEET �,.. I W 131S t 317-776-5534 -- -- - co 2 TYPICAL SECTIONS & GENERAL NOTES �— o > PIPELINE: �� Notting am C 0 m � � 3 DETOUR FOR ROAD CLOSURES � � � I Emerson Panhandle Eastern Pipeline > Wilso D Ind P.O. Box 38 �, ,% — ��°- .� C �` 4-5 PLAN & PROFILE - LINE B Indianapolis, IN 46077 � �,\ \ / , Bon Ct '� v � \oc 6-7 PLAN & PROFILE -- LINE PR-B1 Contact Person: Mark Wood V �� is Colle e Way i ----Corset Blvd 317-733-3232 - Fax: 317-733-3204 � •ice ° z '�° 0 8-9 PLAN & PROFILE - LINE PR-A136 1 v � ° \ - a i <�gr ,_ E 4� Ransburg D v Ki 10 CONSTRUCTION DETAILS ELECTRIC: � �� 0 0 Cinergy/PSI o \� 6th t Q v 12 11 PAVEMENT IIARKING & SIGNAGE PLAN Transmission & Distribution o \ a . . 1619 West Deffenbaugh mbroo CirNorth Claridge \ o �o N 12-15 STORMWATER POLLUTION PREVENTION PLAN Kokomo, IN 46902 — � E 16 LIGHTING AND CONDUIT PLAN �,j .0 Adams 765-454-6191 Contact Person: Carl Horoho _ X3 °K ��� �� / a°'i � Qi. .+- 17-18 DATA TABLES FIBER: Ma fair�Ln 0 G 19-37 CROSS-SECTIONS FirstMile Helf rd L -v '' L - 750 Liberty Drives elford n� Suffolk Ln _ 122nd t a Westfield, IN 46074 ` M Creekwood Ln h Contact Person: Jeff Lacer Clay Spri s Clay prings r -- ``' 1P 317-569-2806 c \ - INDIANA DEPARTMENT OF TRANSPORTATION HAMILTON COUNTY, INDIANA STANDARD SPECIFICATIONS DATED 1999 co N 0 TO BE USED WITH THESE PLANS J DATE REVISION 7/29/04 REVISE STORMWATER POLLUTION PREVENTION PLAN Historic Fort Harrison NN��-1 ��'P�S�i�i 0 8901 Otis Avenue PLANS Q- cisrF F DESIGNATION Indianapolis, Indiana PREPARED BY: THE SCHNEIDER CORPORATION No. co LO 46216-1037 — — DAIS _.0 19300171 — N 1-800-898-0332 STATE OF Cu SHEETS 3 317-826-7100 �'`� !Na ANP G��� 1 of 37 CERIIFlED BY: 1j01 B ZONAL E����� CONTRACT PROJECT Q Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. DATE //11th l i l l�� \ 04-02 co - E U') r (v"_ -4ft I A14 ZPAAr,7 jeWA*1 lh%90 5 Att I-# 'I'L A .0 '0'pol� i Q. Concrete below this 6" R2" line may be poured 1" LINE "B" with the pavement. Pavement Reinforcement LINE "PR-A136" " LINE "PR-B1" I � 6 (SEE CONST. DETAILS) Variable .. 40.0' 40.0' #4 Stirrup Bars ® 2'-0" c. to c. 8.0' 6.0' 2.0' 16.0' 2.0' 6.5' [1] 6.5' [1] 2.0' 16.0 2.0' 6.0' 8.0' & VARIES PROFILE GRADE -0.16' PROFILE GRADE -0.16' & VARIES 26 26 2% MAX. VARIES -2% 2-%- INTEGRAL CONCRETE CURB 2% 2% VARIES 2� MAX. MPy�, MPX @y - 7777 - - - -7777 SCALE: 1"=1' I D 26 26 D 15 S K 16 15 16 S K U U 5" " 4 BOULEVARD SECTION 14" 13" STA. 110+00.00 TO STA. 124+45.77 LINE "B" 1 " 7" STA. 124+45.77 TO STA. 125+84.17 LINE "PR-131" [1] STA. 127+34.17 TO STA. 130+35.00 LINE "PR-131" 24" [1] STA. 293+61.00 TO STA. 299+12.20 LINE "PR-A136" STA. 300+62.20 TO STA. 303+08.00 LINE "PR-A136" ROLL CURB, MODIFIED SCALE: 1"=1' CENTER OF CIRCLE 55 2.0'' 6.0' & 18.0 VARIES ~- 8'0 6 4�� � 4.0' 2.0' PROFILE GRADE 1�t 4% AND LINE "C3" -_ 29' VARIES 2% MAX. 26 14" •� 18 -; 3 , 26 �.- 0'S n' AGGREGATE FOR UNDERDRAIN 0.5' 15 LEGEND 26 D A 17 K S \_6" PIPE TYPE 4 FOR UNDERDRAIN U COLORED AND STAMPED CONCRETE, 7" ON ROUNDABOUT CIRCULATING ROADWAY SECTION UNDERDRAIN DETAIL OA NOT TO SCALE 12" COMPACTED AGGREGATE BASE, NO. 53 STA. 10+00.00 TO STA. 13+57.89 LINE "C3" CO 6" CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS ON 4" COMPACTED AGGREGATE BASE, NO. 53 STONE Op 165#/SYD QC/QA-HMA, 2, 64, SURFACE, 9.5 mm ON 275#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm ON 4" COMPACTED AGGREGATE BASE, NO. 53 STONE D1 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON LINE "B" 9" COMPACTED AGGREGATE BASE, NO. 53 STONE LINE "PR-A136" OK 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON LINE "PR-B1" 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON VARIES VARIES 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON TRAVEL LANE TRAVEL LANE 300#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, C19.0 mm ON 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm 1.0' 1,0' GENERAL NOTES: RR 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm R PROFILE GRADE 1. ALL CATCH BASINS SHALL INCLUDE CATCH BASIN HOODS. HMA WEDGE AND LEVEL, TYPE B VARIES VARIES 26 1 -�-- -- 26 2. ALL STATIONS AND OFFSETS FOR DRAINAGE STRUCTURES ARE GIVEN TO THE CENTER OF THE SO SUBGRADE TREATMENT, TYPE D 3° _ _ _ 3'1 STRUCTURE. UO 6" UNDERDRAIN XI 3. ALL STATIONS AND OFFSETS FOR END SECTIONS ARE AT THE POINT OF CONNECTION OF THE PIPE. E S NG PAVEMENT E E D1 D1 15 COMBINED CONCRETE CURB AND GUTTER (TYPE II) 4. THE MINIMUM COVER REQUIRED AT ALL TIMES OVER PANHANDLE PIPELINE'S GAS LINES IS 36". IF 16 COMBINED CONCRETE CURB AND GUTTER (TYPE III) INCIDENTAL CONSTRUCTION - TAPER TO EXISTING HEAVY EQUIPMENT IS TO TRAVEL OVER THE PIPELINE, CONTACT THE ENGINEER AS ADDITIONAL COVER MAY BE REQUIRED. 17 ROLL CURB, MODIFIED STA. 107+88 TO STA. 110+00 LINE "B" STA. 130+35 TO STA. 132+50 LINE "PR-B1" 5. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF STRUCTURE TO STRUCTURE, THEN REMOVING 18 INTEGRAL CONCRETE CURB " STA. 291+25 TO STA. 293+61 LINE PR-A136" ONE-HALF OF THE STRUCTURE SIZE. 26 SODDING STA. 303+08 TO STA. 306+00 LINE "PR-A136" 6. ALL PAVEMENT AND SIDEWALKS WITHIN THE PROJECT LIMITS SHALL BE REMOVED UNLESS NOTED. 29 TAPER CURB HEIGHT ® 12:1 OX CURB RAMP (LETTER INDICATES TYPE) REVISIONS Historic Fort Harrison \\���\\�IIIVp����// HORIZONTAL SCALE BRIDGE FILE 803/04 1� ADDED LEGEND N0. \� Ri �i RECOMMENDED Z`�lO� 1 4 =1 8901 Otis Avenue PoisrE SF FOR APPROVAL /Z O VERTICAL SCALE DESIGNATION Indianapolis, Indiana No, ENGIN ATE 1 4 =1 46216-1037 _.0 19300171 • 1-800-898-0332 %may STATE OF ��\zz nN DESIGNED: SSB DRAW JJP SPRING MILL BOOK SHEETS 317-826-7100 %C aoiP 'c,\��� 2 of 37 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. ���lll► II\\�� CHECKED:- JJV CHECKED: SSB TYPICAL SECTIONS & GENERAL ERAL NOTES PROJECT 04-02 CONSTRUCTION SIGN SUMMARY TABLE LEGEND TYPE MESSAGE REV D. - 1 A ROAD CLOSED AHEAD (XW20-3) 3 _ ❑ 2 A "ROAD CLOSED 500 FEET" (XW20-3) 4 -= ❑3 A "ROAD CLOSED 1000 FEET" (XW20-3) 3 -- F A "DETOUR AHEAD" (XW20-2) 6 55 BARR STANDARD BARRICADE, TYPE III-B 10 - _ RCSA ROAD CLOSURE SIGN ASSEMBLY, 6 6 "ROAD CLOSED" (R11-2) 0 ROAD CLOSURE SIGN ASSEMBLY, - 9 a7 RCSA "ROAD CLOSED TO THRU TRAFFIC" (R11-4) 3 �0n - 12 w/ DETOUR ARROW (XM4-10[L OR R]) 1 500' - 1Q 9* 0 7 - 146th ST LO ROAD CLOSURE SIGN ASSEMBLY, ----------- g RCSA "ROAD CLOSED 1 MILE AHEAD 1 - - --- -- 12 0 LOCAL TRAFFIC ONLY" (R11-3) 12 0 14 14 14 - DETOUR ROUTE MARKER ASSEMBLY, 10 10 0 DRMA ADVANCE (XM4-8), (M4-6A MOD), 6 \ �� \ 1_ (M5-1[L OR R]S) -- % DETOUR ROUTE MARKER ASSEMBLY, -�_� - 14 A- 10 DRMA ADVANCE (XM4-8), (M4-66 MOD), 5 (M5-1[L OR R]S) 14 1314 DETOUR ROUTE MARKER ASSEMBLY, - -- �' 141 st ST - �� o 11 DRMA DIRECTIONAL (XM4-8), (M4-6A MOD), 4 11 __A— — Q (M6-1S) 15 .E 9 13 3 W DETOUR ROUTE MARKER ASSEMBLY, 12 DRMA DIRECTIONAL (XM4-8), (M4-6B MOD), 5 -�� 2 T / �° x (M6-1S) � u) DETOUR ROUTE MARKER ASSEMBLY, \ _ 6 �i 00 13 DRMA CONFIRMING (XM4-8), (M4-6A MOD), 6 4 7 6 3 12 16 DETOUR ROUTE MARKER ASSEMBLY, - 3 2 6 6 14 14 DRMA CONFIRMING (XM4-8), (M4-6B MOD), 10 --- - ---�- - \ 136th ST - -- -- \, 13 �� 1500' 1 500' 1 12 0' 500' 10 DETOUR ROUTE MARKER ASSEMBLY, 15 DRMA END (XM4-6S), (XM4-8), (M4-6A MOD), 2 500' 500' 500' _- 4* L OR R 5 (M5-1[ ) ]S z \ DETOUR ROUTE MARKER ASSEMBLY, - 16 DRMA END (XM4-6S), (XM4-8), (M4-6B MOD), 2(M5-1[L OR R]S) 13 0 �, 0 - 0 CONSTRUCTION SIGN SUMMARY O � � 15 `O 131st ST TOTAL TYPE "A" SIGNS = 16 EACH --- -� — - - - - - 0 BARRICADE, TYPE III-B = 10 EACH = 120 FT 500 / 7 - TOTAL ROAD CLOSURE SIGN ASSEMBLIES = 10 EACH TOTAL DETOUR ROAD MARKER ASSEMBLIES = 40 EACH 11 _ 00 9 �\ 4 NOTE: L, 1 TYPE A SIGNS SHALL BE EQUIPPED WITH TYPE A CONSTRUCTION WARNING LIGHTS. *ADD M4-6B MOD TO THIS SIGN CONSTRUCTION NOTES: -- 1. DRUMS OR CONES SHALL BE PLACED IN ACCORDANCE WITH ALL APPLICABLE INDOT STANDARDS AND SPECIFICATIONS. TYPICAL PLACEMENT ADJACENT TO ROADWAYS IS AT 20 FEET SPACING FOR TAPERS AND CURVES AND 40 FEET SPACING FOR ALL TANGENTS. 2. ALL IMPACTS TO EXISTING SIDEWALKS SHALL BE MARKED WITH DRUMS OR CONES WITH LIGHTS TO WARN USERS AT NIGHT. n --- -- y co 3. ALL DRUMS SHALL HAVE LIGHTS IN ACCORDANCE WITH SECTION 801.12. _ N O N 30" 30" SPRING MILL RDI 115" 136th STREET 1115" HORIZONTAL SCALE BRIDGE FILE M4-6A MOD M4-66 MOD Historic Fort Harrison �``y �' voR % RECOMMENDED A PROVED �F 1"=1000' 8901 Otis Avenue �Po'srE .� VERTICAL SCALE DESIGNATION co Indianapolis, Indiana = No. = IGN ENGINE TE It 46216-1037 = 19300171 = — NA 0 CUSTOM SIGNS - STATE OF °' • 1-800-898-0332 <v DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS NOT TO SCALE 317-826-7100 %�c 3 of 37 r® CN °o /l ZONAL �\ BLACK LETTERS ON WHITE BACKGROUND /lil►11�\\� CHECKED: JJV CHECKED: SSB MTWR FOR z�� CL CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. 04-02 r) Y i Q 10)+Obi — — �1�4+0 105 00 106+00 1p7+ 0 - 108+00 109+00 110+00 111+00 Ln R PAN ESMT, �. — 1 MANHOLE•TYPE C ,i 1 +70 STIR. 17 18 D o Future Work By Others 1 .NE �-EO P 1 � 122' OF 24" RCP REQ'D. rn a j � MARK M. PALOMBARO o l -� � SPRING FARMS o HOMEOWNERS ASSOCIATION, INC. THOMAS D. HODKIN & \� �G.o +78 STR. 18 ; THOMAS D HODKI °, m �, SECTION 27, T18N, R3E SPRING FARMS CHRISTINA KINSTLER - � MANHOLE TYPE C, CLAY TOWNSHIP +8 S 10 +66 STIR. 15 108' OF 24" RCP REQ'D. +30 STR. 20 �- +30 STIR. 22 HAMILTON COUNTY +72 STR. 25 Z ° MANHOLE TYPE C END SEC ON REQ ° W +78 STIR. 19 Z / MANHOLE TYPE C, 26 4�' 1 ' �' Future Work By Others Z a Future Work z / 248' OF 21" RCP REQ'D. 238' OF 21" RCP REQ'D. +72 STIR. °-- , +38 STR. 12 1 11 1� 11 — Future work By Others W / / BEGIN PROJECT CATCH BASIN TYPE K LT. �G 1 Future Work By Others m 1 y \\ \ \ 1 Z By Others ° / STA. 109+50 RETENTION POND 4' OF 12" / � , 1� \1 11 - \ \ // +30 STIR. 23 o STONE, 2 RCP REQ'D. Future Work Z _ Z 1 � °' m _ — By Others NZ D 15 16 ST. LI TS 1 30.0' D&u m \ R N NON ACCESS ESMT\ _ \ �_ CONST. LIMITS n Z GREEN R �, Z � � � � � �' - 30.0' &U NON ACCESS ESMT D1 �" 1 \ \� 40' R W \GREEN BELT BUFFER — — — 1 _ APP. EXIST. 40' R/W — — — — — — — _ _ _ _ _ _ _ ° -- - - - - - - - ==- -_— — _ _ __—--= =— _______ — ___ — =--__= — — _ / coNST�1M�T� LINE "B" & SECTION �I N E _ + 29 K + 04 cO - - - - - - - - -- Noo 00 0o E OAD% ASPHALT ROAD �p CID SPRING MILL ROAD`— - - - -- -- - - - -___ = LINE "B" & SECTION LINE 0 - - - - - - - _ CONST. LIMITS — — — — — — — — — — — — — — — — __- G G m� 90 G �, G G _ - - — � _ .� D ❑HI ! ❑H — ❑H_ ^— _ ❑H_ _ _ ❑H _ _ _ ❑HA _ ❑H_ _ _ DH _ _ ❑H_ _ 0H_ _�� ❑ — ❑H I �Fi � I�— —Ilt� — — —0FL — — L� — —Q 29 —A —❑ih rte- o°o m / `� J — — — — — — 2 0' GREENBELT & DU&SE — — — — �Z�— — — - — — \ ° — _ _ —n — _ _ 20_0' GREENBELT & DU&SE msr° � FULL DEPTH HMA 1 �I Z �;�, +30 STIR. 24 ESMT STONE 2 CONST. LIMITS \ TC +33 STR 16 + S 21 I / p 15 m °m mPARKS AT SPRING MILL PAVEMENT PATCH M III II ZII ' m Z Z , HOMEOWNERS ASSOC. Z Future Work By Others Future Work Other sn n Future Work TYPE B W I B \ _� �;a +38 STIR. 13 REPLACE EXISTING BEGIN CONSTR TI01 I II I a others D1 � --�- m oN v J URB Z PARKS AT SPRINGMILL I I n N m N N z Future Work By Others HOMEOWNERS ASSOCIA71ONSTA. 107+88 I �I �� I� I I r.,, �� PARKS AT SPRINGMILL 28 \+72 STR. 27 m <<N +40 STIR. 11 RETENTION POND '—� a SECTION 26, T18N, R3E HOMEOWNERS ASSOCIATION I MAN MOHAN & INLET TYPE J, CLAY TOWNSHIP PHEM DHAWAN 48' OF 12" � MANHOLE TYPE C, ALL R W DESCRIBED FROM LINE "B" EXCEPT AS SHOWN. - , 57' OF 24" RCP REQ'D. HAMILTON COUNTY RCP REVD. LINE LINE B TO BE CONSTRUCTED. ELEV=875.38 - - - -- - - FUTURE-PROFILE Y OTHERS -- - -- HIGH POINT ELEV 868.74 PVI ST = 111+50 ° 880 880 HIGH POINT STA = 101+95.51 FUTURE PROFILE BY OTHERS PVI V = 876.75 0�,° PVI STA = 1 +-a0 t EV-=865:4 - - - ---- - -- - -- - __- _ - ----- --- - - - -- - A:©. _ -J. - - - ��o ----- _It. N PVI - - - - - - -- - -- ----- - - LGW--P - .4 - -- - - - - --- - - - - - --- - ---- - - --_ - - - -- -- 1 _ -- RVI EEE — 2 10`�+ 3 D r, + �o°r` NO^DO 00 OD A.D. _ -2.20 PVI STA 105+50 � n 400.00' VC Q K = 91.0 PVI ELEV = 864.03 -_° $ 00 X00 V(% -A.D. 3.82 STA 103+40 33.5 LT = (D o rn RIM 863.31 N INV 859.09 300.00' VC N o�'00 C0 00 SURFACE ° S INV 858.18 J �- Q z>z_z MILLING - CD o Ln Ln ° o -- --- - -- - _Q- - - - -- - - -- a 00 � + _- URFACE- -- -- - - - -- --- - - °° + � - - � ° �- - - --- --- -- cc C� oo - - --- - _� 00 - ON CO c;i � i o 00 + o�� °I° Ci� ON L.'i 1 CO U U �- ifs cp + (n V 870 � ° w , Ui w � �uw) �00°.- (P a 0 > U 870 00- -- --- Z -- - - - - -- - �3 - --—— - - -- - - - �V)o' Z � w� BEGIN PROJECT ____ -,_ -- • 396' GRADE---- 21 RCP - - - - - EXIS11NG -GRADE - -- -----Bw--- HAMILTON ,- CARMEL QUA NORTHWEST QJARTER_OF__ -- -- --- - - 0 - - - -- -- - -- - -- - ------ SEC , l-1$ E4— NR BR -STAMPED 1---1-989 , 0.30% 21 RCP -- -- - -- --- - - -- ---- -- - --- 24 - - - - 48 - - - --- ----- - - ---- --- - - ------ - -- E SOUTHEAST HEAD OF SPRING MI .ROAD -B --.MWAMS--CREEK,-- 860 0.31% 24" RCP 108 0.29% SET I THE TOP OF THE OUTHEAST CONCRE WINGWALL OF THE BRIDGE. 14 FE-7 EAST M THE -ENTERLINE OF SP G MILL ROAD, 0.6 7EET SOUTHWEST 860 - -- -- - -24" RCP 57 - - - - - - - - - - -- - -- - - - - __- - - - -_ - - - - - _ __ - - - -- -- -- - - ----- _—_ --- --- -- - --- - - - - __- - NORTH-EAST-FACE FE --BELOW DWA-Y.---- ELEV ON = 864.794 N VD 1929 - - - - -- - -- - - -- — -- - - - - - - --- - --- - --- - _ - - - - --- - - -- - -- - -- - -- - — — £{UT-SQUARE-IN F- -ISLAND-AT THE �tCE--OF- - KINGS URY DRIVE. CD ELEV ON = 868.670 CD CD � co (n N co r r� rn L N N O OL Ooo PO 0 . d- M1� MN � M Mrs M cps O � toN 00pp N Ca NCO LO U-)� cfl � � � �C> � � toL6 to co n � 00 O N M c0 to cD cD cD cD cD cD ao rn o CV �j cp �: I� co Oct Oco Oco Occ Oco Occ Oco � co Ocfl Ocp Opp ^ � ^ I� � � � ^ 00 r� oo ao ao 00 00 aO ao a0 00 O c0 00 co 0000 O 00 O oo O pD Opp Opp 0000 00 m 103+00 104+00 105+ 106+00 107+00 1 + 109+00 110+00 111+00 \���\\111111///���� HORIZONTAL SCALE BRIDGE FILE U) Historic Fort Harrison ���� �• �Q, � �ii� RECOMMENDED OF 1"=30 8901 Otis Avenue \�,P� -�� �o SF� FOR APPROVAL O' VERTICAL SCALE DESIGNATION Indianapolis, Indiana _ No. = ESIGN ENGINEER DATE 1 =3 46216-1037 --� ' 19300171 SURVEY BOOK SHEETS • 1-800-898-0332 �� STATE of wc� SPRING MILL ROAD T� 3 !NDIANP DESIGNED: SSB DRAWN: JJP 0 317-826-7100 �ii � AL \\\� N CONTRACT 4 PROJECT 37 coo Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. /IIIIII CHECKED: JJV CHECKED: ACID PLAN do PROFILE UNE 04-02 Y 2 112+00 113+ 0 114+00 115+00 116+00 117+00 118+00 119+00 +72 STIR. #28 SECTION 27, T18N, R3E SAbL B. & IL MANHOLE TYPE C, CLAY TOWNSHIP JENP41FER R. APP 396' OF 18" RCP REQ'D. RETENTION POND RETENTION POND HAMILTON COUNTY +89 STIR. , #35 H LMAN SPRING FARMS +72 STIR. #29 +82 STIR. #31 RETEN11ON POND BLOCK "B" MANHOLE TYPE C, 45 HOMEOWNERS ASSOCIATION, INC. CATCH BASIN TYPE J, INLET TYPE C, 313' OF 12" RCP REQ'D. 3' OF 15" RCP REQ'D. 6' OF 12" RCP REQ'D. SPRING FARMS — m +92 STIR. #33 HOMEOWNERS ASSOCIATION, INC. +89 STR. #36 , Z C Z CATCH BASIN TYPE K, � 1* ,w m INLET TYPE J D 15 m 16 �' m 4' OF 12" RCP REQ'D. m =� C. 7' OF 12" RCP REQ'D. m W CONST. LIMITS CONST. LIMITS REMOVE CMP - Fn APP. EXIST. 40' R W __ - - - - - — -- -- - - - - - - --�+-- - - -- -- _ _ - - -- - - - - - — - - - — — — — — — —— — — — U o 0 — O N T N �`' + SPRING MILL ROAD + — — —, — — LINE B & SEC 10 LINE E NOO*00 00"E ASPHALT ROAD CO G G G G G G G 19- _ "�-' --� G -- SL- G _ m mvs- - - - - - - - - - - - - — — — —— — — — — — — — — — — — —r -- - -- 5 - - - - - - - z z z z - - - - - pB- - - - �_ - - - ate - - - - - - Il� - - Il� - - 6 — - - - - r — — — — — — — — — — — — - - - — - e•- - _ � z' _ — _ —20.0' GREENBELT & DU&SE- - — — - - - - — D 15 CONST. LIMITS \ co +92 STR ES 34 \ o L INLET TYPE J, /CONST. w mom LIMITS x ^' N 7' OF 12" RCP REQ'D. Z JAMES A. & +72 \ qAp F +82 SIR. 32 ANDREW H. & 25 \ �� RAGHAV & SUSHMA RAM / GAIL L. wuRTZ m MICHELE D. KERR INLET TYPE M, sT � MARV & SHIRLEY A. ALLAN \ \ INLET TYPE C, THE PARKS AT SPRINGMILL 47' OF 12" RCP REQ'D 1 9 SECTION 2 Q " " 26 \ \ \ OF 12 RCP REQ'D. SECTION 26, T18N, R3E +89 STIR. 37 1 I ALL R/W DESCRIBED FROM LINE B EXCEPT AS SHOWN. 27 DAVID C. & � \ TIMOTHY A. & (PARK PLACE) CLAY TOWNSHIP INLET TYPE J, 17 LINE "LINE B" TO BE CONSTRUCTED. ELLEN M. FLEIG\\ \� CgNSTANCE L. GLASS HAMILTON COUNTY / 48' OF 12" RCP REQ'D. 890 890 BENCHMARK COUNTY, CARMEL QUADRANGLE, L _W POINT�V =-873. 6- - -- - - - - -- - - NORTHWEST QUARTER OF SECTION 26, T. 18 N., R. 3 E., - HIGH POINT V = 875.39 - - - -- -__ -- -- - - - -- LO POINT STA = 114+8 �4 - _- __ -- __- _ -- _- - ----- �- - DNR BRONZE DISK STAMPED "HAM 61 1989"9 AT THE HIGH POINTS = 112+21.79 - - -- - �vrST� 15+25 - ----- - --. - --- - o - --- - SOUTHEAST HEADWALL OF SPRING MILL ROAD BRIDGE OVER WILLIAMS CREEK, SET IN THE TOP OF THE - - PM 876.75- -- - - - A.D. = 2.80 _ �, � � - SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE. K - 107.14 - -- -- - - _-- - co � 14 FEET EAST FROM THE CENTERLINE OF A.D. -3.12 - - �, +"'•o K = 28.21 300.0 VC - _ - _ ��-��«3 _ -_ > > -- -- - __ - -- - -- ILL ROAD, 0.6 FEET SOUTHWEST co- - -- _Z Z -- -- - - - - -- FROM THE NORTHEAST FACE OF THE WINGWALL, - 400. -VC -_--- - L'�' v' w 0.3 FEET BELOW THE ROADWAY. -- --- - o - - - --- - - - -- _ --- - - - --- o ELEVA710N = 864.794 (NGVD 1929) Ln r, 880 + - - - --- - - + - - N 00� - -- -- - - - - - - - - - _ _ - --- - ----- - - - 96 - 880 TBM 6 - MAG NAIL SET IN THE WEST FACE F - - - _ _ EXISTING GRADE Go �' 0O'o co - -- - - - °° 00 � - POWER POLE #838 6506; 600'± NORTH OF THE ck�- - - -- - - .. - - - -- -- - -- ENTRANCE OF KINGSBURY DRIVE OFF OF - - -- -- -- 1_ ---- �- - - _ - - - - - - - -- - --- - --- - - - --- - - ----- -- -- - --- - - - -- -- --- -- -- - -- -- SPRING MILL ROAD AND 54 FEET EAST OF THE CENTERLINE OF SPRINGMILL ROAD. ELEVA11ON = 874.359 PROFILE GRADE -- 870 12" RCP 313' 870 _T 18" RCP - -- - � - 0.40 - - 96 -- - --- - - - -- - - - --- ._ --- - - - -- -- LO M p M cc . N ^ N o O p N V ^ cc N N CV C 00 oD 00 00 X00 SOD X00 X00 � 0D X 0^0 � CO^ 00 000 on a 00 0^0 00 00 00 00 0�0 � � 00 00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ��`�� �• FOR/ �i�� RECOMMENDED OF 1"=30' 8901 Otis Avenue �P �� �o F� FOR APPROVAL O VERTICAL SCALE DESIGNATION M Indianapolis, Indiana _ No. = DESIGN ENGINEER ATE ' 46216-1037 EE -0 19300171 ce STATE of - z SURVEY BOOK SHEETS • 1-800-898-0332 o,� , P �� DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD 317-826-7100 ii��� � AL E�G�\\� M 5 of 37 'ROW CHECKED: JJV CHECKED: ACID PLAN do PROFILE— LINE B CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-02 120100 1 1+00 122+00 ' ( 123+00 i ; 124+00 \ `�sf 1 +00 5 5 ( i i I 2 \ 27+oo CHARLES A. & ( CURVE DATA , 54 \ e ( _ ( ( \ 47 SUSAN M. OARLOCK ( 53 P.I. 124+89.4 i " E : S . 1\24-,80.75 LINE C x \ SAUL B. & GREGORY L. TISLOW ( o = 05 00 01 LT. \ STA. 126•-P�02.18 "LINE R-8 1 '( z \ JENNIFER R. I ( SCOTT M. GRAY ' \ DERICK V. C AFT x HELMAN SECTION 27, T18N, R3E ( R _ 1000.00 EbU: STA. 124+45.77 LINE PP,-131 \ 46 CLAY TOWNSHIP ( T 43.66 = STA. 124+45.77 LINE ( I ( \ 45 �� �` HAMILTON COUNTY ( ( L = 87.27' I \ -4 (( ( x w z �, CHRISTINE WHEELER & n I = ( E = 0.95' II ( ( ( 0 Li ( (Z P ( S.E. - N.C. DAVID W. JAMES II \ ( sz ` - — — — — — — — — — — — — — — — — — — — +15 S oil — — — — 40.0' D&U X 40.0' D&U N ( i £ off 1= , Cn \ INLET TYPE J, D 15 16 CONST. LIMITS w + W 50 L \ 48' OF 12" RCP REQ'D. 20.0' CBBE & NON ACCESS °' z o 20.0' CBBE & NON ACCESS Q +40 V1 \ 41 +37 SIR. 22 ESMT Z rri 0 16 m A z z ESMT ——-- - 38 R W - 41 -� x <L ( y INLET TYPE B, --- - - - - - - - - -,- - mr --- - --- - - -, -- - - - -- £ 43' OF 12" RCP REQ'D. APP. E ST. 40 . W. - - -- - _-- -- _ _- u -- -- -- -- -- -_. - EXIST.-40-x-R W- - x --- x - - 's't--- x - -x x x o C+N V -- - - - -- °� G - - - - — 4' CON I G — / Q +37 STR. #42 O fTi CATCH BASIN TYPE C, K — — —— —— — — — STAMPED CONCRETE Z " ° a Z T TT 14' OF 12" RCP REQ'D. + r-� — — N MLINE PR-B1 „ 37 IR R3' + ASPHALT ROAD + + N00-00'00"E = MANHOLE TYPE C, N — 43 42 / � / 58 � 45 84' OF 15" RCP REQ'D. 1 `•-° K "' 04 ��O ��s, N o 0o SP_BJNG-1�L� D -T LINE "B" & SECTIO LINE m / +37 STR. #43A - - - - - - - - - - - — - - - - — — ° MANHOLE TYPE C, 0 w w w 44' OF 15" RCP REQ'D. - - - - — i - / o _ _ __ _ _ �' +26.5 STR #44 —?_ oNC wALK — - --- - _ 0� G SI, 45 R — — — — -'—— _ — PXIST5' YID — — — —- —��� ` / m CATCH BASIN TYPE,K, �--o ►— — — — ��e F+$-- � — — — h�- — — ° 4 OF 12 RCP REQ'D. a - - - - - - m ' - - - - CONST_LIMITS K z m X 20.0' GREENBELT & DU&SE ESMT D 15 - +15 STR. 9 a 15 ( Q ( D \ \ Z n m m MANHOLE TYPE C, y I C CATCH BASIN TYPE K, � „ _ _ _ _ ( ( _ THE PARKS AT SPRINGMILL 1 m 76 OF 15 RCP REQ'D. 0 ° '< _ - 4' OE 12 _2CP_REQ D_ - - - - - - - +4 SECTION 2 0:7 I I I ° cam/ r — --� ( — Z R W ® +78.6 STR.m Z I D 6 0,' N GEORGE T. & DONALD GREGG PARK PLACE N ` Z �I ' ; ANNIE L. SHA ( ( 53 & _ Z \ ` _ m MANHOLE TYPE C, J m +15 STR 0 CHRISTINE ANN MUNSON � � 69 OF 4 RCP REQ'D. KENNITH A. THOIIBURY I I ( ( BASIL & MANHOLE. TYPE C, 52 ��� � I ( � e y n I m 2 " C EQ'D 39 m I SECTION 26 T18N, R3E ( JANE M. ANAS 121' OF 12" RCP REQ'D. -,j co I a CLAY TOWNSHIP ( ( A ( ` - " a N -' QU: STA 10+92 „ „ TIE TO EXISTING HAMILTON COUNTY (x � V = LINE C3 = ALL R/W DESCRIBED FROM LINE B EXCEPT AS SHOWN. SIDEWALK, CONCRETE, 6" ( ( EQU: STA. 126+59.17 LINE PR-B1,� - ( ( STA. 127+16.17 LINE B & PR-B1 TO BE CONSTRUCTED. STA. 299+87 LINE PR-A136 I ( ( ° "LINE PR-B1 " 890 PVI STA 123+50 890 - - - - -- - - - -- - ---- - __HIGH POINT ELEV- 882.80 HIGH POINT STA = 12 ±1.4.11- _ — ------- E- —B1 -- — — — — — -- --- — - BENCHMARK PVI STA 121+50 PM ELEV = 877.75 SEE U E "CY PROFILE --- - --- -- - -- - -- ---A.D.-- -�05-- --- -- K = 8.05 - - ------- - - LO POINT STA = 125+3,r..74 ---- - --- - - - -- - BM IN HAMILTON COUNTY, CARMEL QUADRANGLE, K = 9.50 150. ' VC PM STA = 125+25 1 -___ - _i_ -- - _ _ -- - NORTHWEST QUARTER OF SECTION 26, T. 18 N., R. 3 E., N 250. ' VC ^ �, _ DNR BRONZE DISK STAMPED "HAM 61 1989„, AT THE N CV - m - EAST HEADWALL OF SPRING MILL ROAD BRIDGE --- - ---- - - ---- - -- - - - ---- - - - - - ---- - - - K = 58.08 --- - - --- -- - -- -- -- - --- --- - OVER WILLIAMS CREEK SET IN THE TOP OF THE 1 ,3 PROFILE GRADE 100.00' VC ° ' - 25� --- - -- ---- - - SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE. M w .. .. STR. 40 N 00 00 o CO 14 FEET EAST FROM THE CENTERLINE OF Il- - - - - -- - --- - — co c�i ¢ o - - - SPRING MILL ROAD, 0.6 FEET SOUTHWEST FROM THE STA 124+� 01: 1 ►— oo r7 co n 00 00 �n��CO 00 i - RIM 876.96 .. � o N co>> N-�>>> -- -- NORTHEAST FACE OF THE WINGWALL, 0.3 FEET BELOW 01_ -- - C - -- -- ar --- - ------- �° ; - - > N to � „ - m-- � m Z Z_ THE ROADWAY. 880 W INV 872.67 ao w II II cn CIO oo ��o'w V 3 C-4 °O ^ '� 880 = °C II I ELEVATION 864.794 (NGVD 1929) _ M N 00 __-- -_ __ _ -__--- __- _----- - m -- �L0��z > C s --- N TBM 2 - TROLLEY SPIKE SET IN THE WEST FACE OF NCO EXISTING GRADE m °° POWER POLE; 270± SOUTH OF CENTERLINE OF -1.05X Cn Cn o'Z > ---- - -- - - 50'f E LLI-- --_ - -- -- - - _-- _ _ -_ --- - - --- -- -- 136TH STREET & AST OF THE CENTERLINE OF Zr -- - - --- - - - -- SPRING MILL ROAD. ELEVA11ON = 877.690 PROFILE GRAD -- ------- ----- i 21' 0.489' � --_-__-- ------- - --- -- .48� 1 � RCP � Lo 870 �- 00 0o ao 870 0o > > > ---------- -- — --- - cn cn 0- z cn -- --- ----- - --- 66' a 44 0.46 ° 15 RCP co 1p 0 0 L0 0) m0 d• N �p P_ O d• d• +- Ih N O 00 op.) 00 � o � B°a MM mod, Op MN cps ON r7 �,,. MRp N � 00N G0 � 00 �-- � O 006 ^ ^ O n0 1\ O h0 h � 1` � OD 00 00 00 00 00 00 00 0000 00 CO co 00 CO 00 00 Cc 00 r- 00 m 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 J 3 REVISIONS Historic Fort Harrison `\`\'001111, voR ��i, RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 0 1 =30' 8/03/04 ® REVISED & ADDED STRUCTURE DATA 8901 Otis Avenue �P� 1'G'ST% SF� FOR APPROVAL 2 OF VERTICAL SCALE DESIGNATION 00 in Indianapolis, Indiana = No. = ESIGN ENGINEER DA 1 =3' Cf)NT 46216-1037 -fl `' 19300171 ST O 4 SURVEY BOOK SHEETS 3 1-800-898-0332 ��,c, ,NaANP ��` DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD 6 of 37 0 317-826-7100 ii,��� ��IVAL \\��� M >N f CONTRACT PROJECT 00 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. � 111111��� CHECKED: JJV CHECKED: ACD P PROFlLE LINE & PR 61 04-02 Y i d 128+0 9+00 130+00"�PANHAND LE EASTER PIPELINE COMPANY \ \ 13400,_,_ 132+00 133+00 �ASEMENT FOR UNDER OUND PIPELINES CUR DATA A MODIFIED BY "AMEND NT OF AGREEMENTS" Q \ RE RDED AS INSTRUMENTC200100045156. P.I. 128 74.31 PR-B1 \ \ JB o = 03'59' " LT. c THE WOODS AT \ _—' SECTION 22, 8N, R3E - + STR. R = 1000.00' LLIAMS CREEK � CLAY TOWN INL TYPE T = 34.91'41' OF 2" L = 69.78' ILTON COUNTY+65 RCP REQ E = 0.61' E STA. 129+09.1 "LINE PR—B1 "R W S.E. = N.C. STA 129+08 "LIFE B" DUE 2' NAE 10' PAVED WA � � N - m\ S — — �- S !2:0 :: E64STE ES \\\ I — _ - - - - - 4- -==`--� - - � -_ — __- - _= - - —�- - � — - - - - — G - - =T1 G G G � G \ - - - - - - — --- - ---�\ D1 \ I R T — _\ __ _ T T T T T T T T ` ' T O T T —� T —T T ASPHALT ROAD C C . o � ❑ SPRING MILL ROA ° �� c G _ ski 11 0 f ❑H N s / LINE „B" & SECTION LINE X-1 _ - _ 1�9 D1 l l 1 C c --- --- -t-- . - - \+98 STR. 7 + Z MICHAEL 4WOLlD 15+98 STR. $ CATCH BASIN TYPE C, EL ABETH M. G 3' OF 12" RCP REVD. sECTION 23, T18N, R3E 16 E D PROJECT E D CONSTRUCTION MANHOLE TYPE C, D M 66' OF 12" RCP REVD. z CLAY TOWNSHIP STA. 130+35 STA. 132+50 a m HAMILTON COUNTY ALL R/W DESCRIBED FROM LINE 6 EXCEPT AS SHOWN. UNE APR-B1" TO BE CONSTRUCTED. 890 890 ---LOW POINT-ELEV 174.78 - - - -- = LOW POINT STA = 1Z'+97.48 HIGH POINT 875. - -- 13 FUTURE PROFILE BY OTHERS HIGI+- -=2M+98.74 - - - - - - - -- - - -- - -- - - - -- - - -- PM STA = 127+ 5 LOW POINT ELEV 873.90 13 t8l.85 Pm STA 129+00 PVI ELEV = 875.26 - ---A,D-: 2.50 - - - --- - -- - - -- -- - - -- - - - -- -- - - - -- - -- - - PVI STA =-131 THE WOODS AT CURVE DATA / BLOCK "E" < EASEMENT NHA D FOR TERN PIPELJ D PIPELINES WILLIAMS CRE P.I. 7+41„11 "P `'A1 6” A = 07'00 00 LT. VARIABLE DUE / AS MODIFIED BY "AM MENT OF AGREEMENTS" � V RECORDED AS INS MENT 200100045156. R = 500.00 292+00 293+00 73 294+00 APP. EXIST. R 95+00 / ' 296+ � 7+00 T = 30.58' 298+00 290+00 291 +00 L = 61.09 / El STA. 297+10.53 "LIN PR-A136" - � SECTION 22 T18N R3E ASPHALT ROAD / — 0.� / "' CLAY TOWNSHIP (CONSTRUC11ON ENTRANCE) / STA. 297+10.53 E A136" S.E. N.C. w BEGIN PROJECT HAMILTON COUNTY �� INLET Q STA. 293+61 "PR-A136" // 2' NAE LANDSCAPE AREA �/� \ II II T/C881.85 - I I - - - - - - - - - - - - - ARP_ZxST. -- - - - - - - - - - - - - - - -_ � INV N 878.9 12" RCP STONE, 2 15 2' N E I �-�— � ��—� —— — — —— — �-— — — — O' AVED WALK — — — — — 51 — INV W 879.1 12" RCP O O / �' j - - — — — — — — — — — — --- -1 - = — — — - - --- - - - - - - - - - -� - - - - 50 - - - _ — � w — — - - - — — _ CONST. LIMITS N A - - - - - - — — — - - �� - - �— —r — D1 29 _ I! - G - - - - �- G - �— 52 TG T G G T G U G // — — - ---- 1361 - S-UREET__ s - - - - -- - - - - - -� --- - - -� - -- -- -- - - - - - - - - - - - - -�- - - -- -- — — — — — _�_ T T T T T — - - / \ T T T T INDIA MA BELL TELEPHONE CO, INC. PER IN-S R'�91�51 `_ OASPHALT ROAD �p R$ 5y /�3� 00 E "PR-A136" ASPHALT AD - - - - - -- - - --- - - K < LINE "A136" & SECTI I — - -- -- -- _- - _ - D1 29 w w rn w w rn W w 12" wATER u — W --j w w — w w w w — w w — �r — — w w w w w w - - -- - �� w '4z - - - — — 4' NCRETE WALK W -- - - — -R 29 �R STONE, 2 V GAS MARKER \ (/') K / / / 49 wNYL FENCE' CONST. LIMIT � 1 � E APP. EXIST. 40 R/W BEGIN CONSTRUCTION GAS MARKER SCAPE ARE — - - - - - - - - - -- - - - - - » » 15 D 16 / �4' WOVEN WIRE FENCE STA. 291 +25 PR-A136 E � � I WAL / o / SECTION 27, T18N, R3E SIDFIIV K, z CO CRE 6 - - - - - - - a - - - - - - - - CLAY TOWNSHIP CONCRETE HAMILTON COUNTY TIE TO EXISTING ( II 55 49 +52 STR. #49 (0 +20 STR. #50 ®1 +47 STR. #51 ® +47 STR. #52 / SQ INLET TYPE J INLET TYPE J, INLET TYPE E, INLET TYPE B, ALL R/W DESCRIBED FROM UNE "A136" EXCEPT AS SHOWN. / W � 5 DERICK V. CRAFT 93' OF 12" RCP REQ'D. 24' OF 12" RCP REQ'D. 17' OF 12" RCP REQ'D. 6' OF 15" RCP REQ'D. A / a FREDDIE L. & UNE PR-A136 TO BE CONSTRUCTED. o a N < I I SHIRLEY JOHNSON 890 890 -- -- --- - - - PM E-LE-V-= 879=4d� - A.D. = -1.30 K = .17 - LOW DINT ELEV = 875.47 - ° - - - -- - PIA - 298+50 ° P ELEV = 874.90 II II A.D. _ Cn 120.00 VC � - ---SURFACE - - - - - N -- - - - - _ - - - - - - � - MILLING - •• o Uj + 0.50% 880 80% 880 PROFILE GRADE N - -- - -- - - -- ----- - -- m m --- BEGIN PROJECT _ 8Q% EXISTING GRADE -- PANHANDLE - - - -- PETROLEUM - -- - -- --- - - -- - - -- - - - -- - PIPPI IAIC 24" 0 STEEL PANHAN LE 870 PANHANDLE PETROLE M 870 - - -- - - - - - - - - --- --- - - - - - -- -- - -- -- - - -- - - - - - - - -- PIPFI IIJ --_- - ANH NDLE a PETROLEUM PETROLEUM - - - - -- -- - - --- - - PIPEL.INE_ _ -__ 30 0 S EL - - - - --- - - --- -PIPE - -- - - - 36" STEEL 30" 0 STEEL 0 0 cOM O � � � cap � � � �_ � p NtA p � p � p Np fly p U_j. 00 p� Q�pp O� m tp N tp I� 00 OHO OHO OHO 00 co O�O00 C�O � 002 000 0000 00 00 co CO CO 00co CO � ^ 0 ^Ui 000 0p 00 0o 00 00 00 00 M Q 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 J � HORIZONTAL SCALE BRIDGE FILE 0 Historic Fort Harrison �\"l � �GR����ii RECOMMENDED � OF 1 =30' 8901 Otis Avenue �\�Q� 0STE% `s��% FOR APPROVAL VERTICAL SCALE DESIGNATION m Indianapolis, Indiana = No. = N ENGINEER TE 1 =3 46216-1037 = 19300171 = 1-800-898-0332 l STATE OF 136th �� SURVEY BOOK SHEETS 77� N 317-826-7100 ����'` i ECG\�\ DESIGNED: SSB DRAWN: JJP 8 of 37 � _NDI ANP- � —° /Z�/�//OjljvjA111\\\���` CHECKED: JJV CHECKED: ACID PLAN & PROFILE- LINE APR—Al CONTRACT PROJECT � Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-02 c v a / 2 00 ob. J 12, I I 301+00 w C01 EQU: STA. 10+00.00 "LINE C3" = r- y CURVE DATA U( 0 " EQU: STA. 126,+59. �� I I I STA. 300+62.20 "LINE PR-A136" 1 - P.I. 302.03.51 "PR-A136" "LINE PR-13 ,� II o +0 co N � N A = 08'00'00" LT. 'A� STA. 299+ / I 0 0 6" IN o s 59 0 302+40 Q J 303+00 R = 750.00' 304+00 305+00 F 306+00 307+00 / 7 I I I �E MANHOLE TYPE J 188' Q - - +77 STIR. 7 "LINE PR-A139� ' I ~~ I PINE OF 30" RCP REQ'D. + II ° MICHAEL R. & T = 52.45 SECTION 23, T18N, R3E END SECTION REQ'D. ci L = 104.72' CLAY TOWNSHIP PI co ELIZABETH M. /56 �- '� / I / ° ,5° PINE 'O F- to II GRISWOLD E = 1.83 HAMILTON COUNTY R SAN RY I 15" PINE+90 + S.E. = N.C. T/C L--- ----------- /_ V N (5"t PVC f- 58 \ 65 I I +03 STIR 65 �� WOOD RAIL STORM MANHOLE 93 15' I ~ I 15' P 60 U DRIVE -AGGRE , FENCE T/C 870.06 - I INLET TYPE B, E , S N 8" PIN O- R (SLOPE TO EXIS 1 G INV SW 863.55 42" RCP - - 69 I a _ W s CONST. LIMITS r +60 7' OF 12" RCP REQ'D. GRAVEL / x WOOD RAIL GATE INV E 863.55 42" RCP 62 63 I DRIVE FENCE WOOD RAIL - - - -_ STONE, 2 FENCE � L, - - --- I- _ - - APP. EXIST. 40 R W - -- -- - _ - x -XRKER 18 TREE Q 0 AT 00 � a 0" TREE 30" OAK G T -54 - G WIW EEK" GN ---� \ P" SIGN � /[, -- G WOOD RAIL � 15° 8 P6�-�_MARK G » T I I T T T T G - -- T T T- - T _ eO / 36° R °� o �P- - - - - - G G G G G G tY2 9 D1 136th STREET / - --- -- - - 12 CMP II 82.52,08»e - - - N8 07 -- - IE��� &- SEG'211 �t R BR GE N INV 872.71 • V 873.0 / - - - - - 0 136th STR ASPHALT ROAD NITARY MANHOLE 68 I SANITARY MANHO WEIGELT 1]MIT- - _ - - - - - - -� 29 - D1 6 T T/C 873.7 - _ _ -- �.� T o°o�L - - - �- - =_ W W W W ow W W W W 4. �V�W i L INC I'�F 'LAM W W W o 000�_oo0 000 000 °°�- - 000 55.43 1 / ° O°° INV 863.87 42" RCP INV SE 85 . t PV I INV 859c6r7 15't PVC - -_ - --- S - S! S - S S S S S S HEADWALL "STOP" SIG - - - - - - -- - TREET NAMEFS�'S IGN 0' SAN(. SEWER ESMT ❑ H ❑ FI L� H Cl� - - `� H❑ _ _ OH - ° -Fi17- - - -1if1 -�+{]�_--ki.❑ ❑�L. - -�=- ❑H ❑H ❑H �-o-�- ❑H H❑ H�L_ __H❑ H❑ ._ "ST ___ _____- - - - _- - - - -- -- - 5 55 b y - � --- - T - -- - -- - - x- x - x - x x---x RP1} EXIST. 4 3 - v =x- x - -X-- f yV �� ,- Y x- - - - - - - - - - `�VINYLFENCE +09.68 CONST. LIMITS NYL FENCE 64 STONE, 2 - - - - R W . - `� t S S / F 20.0' GREENBELT & DU&SE _ _ EQU: �' \ I �/ +05 STIR.- - - - � - EQU: - -�" - - - - - - - - +o3�TR: 6- - - - END CONSTRUCTION STA. 11 +93.58 �� � / , / INLET TYPE J, 41' STA. 302+55.78 "LINE PR-A136" = INLE E B, STA. 306+00 PR-A136 (TREE LINE TREE LINE OF 12" RCP REQ'D. 7' OF 12" RCP REQ'D. - _ Z - - - - STA. 299+30�6"20 I PTA '?��/ SANITARY MANHOLE ���+�2� -A�J� - - - - - - - - �� TR SIGN / r/C 874.96 THE PA Cn SECTION 26, T18N, R3E �'LINE PR-A133 I I INV NW 855.09 15"t PVC PARKS AT x 50 END PROJECT 49 �� p j =� 5+ INV NE 854.96 15"f PVC SPRINGMILL 51 w CLAY TOWNSHIP I x Q� 48 ° ST A R SECTION 2 Cl- w A. 303+43.47 PR-A13 EQU: I FBO' PARK PLACE LISA R. BUR 0 & Q HAMILTON COUNTY 6 STA. 300+Zo LI A136 =1 "DO OT ) UGHS CC STA. 1 ?,6+28.7 "L NE B" ( 1 SS SIG I I �' ALL R/W DESCRIBED FROM LINE *A136" EXCEPT AS SHO � � / LINE PR-A136 TO BE CONSTRUCTED. ° 89 - - 890 ILK - -- -- - - _ - - -- - - - SEE LINE "CY -P- OFlLE LOW POINT-ELEV = 75.47 - __-_- -- _ ___ _ _ --- _- . X53 LAW POINT STA = 29 +46.79 - - -_ - - - - M 1 - TROLLEY SP KE SET IN THE NOR FACE OF INLET TYPE B, -STA 298+ - 1 -- - - - -- - - - - -- --- - - -- - POLE - 5301; 70~± EAST-OF-CENTERLINE- Of' 6' OF 15" RCP REQ'D - _ G-MILL ROAD--&- '# -SOUTH OF W-CENTERLINE -O� VI ELEV = 874. 0 OW POINT ELEV = 87 .25 1 6TH STREET. 5® +57 STR. X54 K - 31.59 _STR. 58 LOW POINT STA = 303+04.82 E VATION = 874.50 CATCH BASIN TYPE J, STA 300+28 21.4 LT -- - -- - - - - - - - -- - - - - - - PA STi�=-3a2+78 -- -- --- -------- -- , - -- - -- -- 8 OF 18 RCP REQ'D VC RIM 876.87_ - -P-VI ELEV 873.00 - --- o E INV 865.50 - - - - - - -- - -- - 1 - - - - -- - � -� -- - --S INV 86 .00-- --� - � A.D. = 1.82 -- - - -- - - - --- - - - - -_ - cc W INV 865.60 cv � 1 K +57 STR. �55 - - N ---- -- - - �30�0' VC --- - - CATCH BASIN TYPE J, - - - - -- 47' OF 15" RCP REQ'D ° a w II II E- a 80 - _ S FR. 62 5 +67 STR. X56 � � r,,..� ,,,> > w to 5 - - d_ - - - ;.�,-- -_ __ - _ �^-- - ° N N r` w N Q w r�i o'"o STA 302+92 31.5 LT - - - - ^ - - --- - - - - --- - - -- - - -- + N s � ° � �N ,,; 1 .t; - - - MANHOLE TYPE C, � 00 - M ui o Sri - - -- - - - N - -M.1 _.- - - - - -�- - - _ - - - - - " ' Q z Z Z r - E INV 864.46 M - -- - - - o - -- - -- 163 OF 24 RCP REQ'D - i--�- - - - Z.OQ°Io "�ao > >> > _-- - .. - I - - - IN L868.73 - - �, W_� - Q z z z z GRADE > INV 864.56 _ - - _ - -- - -- Q _ _ •• o� 5 +75 STR. 157 INLET TYPE E ---F TURE-PR OFlLE GRADE - - - - - - -� Q - --- -- - - - _ - - _ ---__ , �` 41 SURFACE 33' OF 12" RCP REQ'D MILLING - - --- - -- - - - - ---- ----- --__- -- - - _ - 5� +28 STR. X58 --� MANHOLE TYPE J, - -- - FACE - - --- --- 6 OF 24 RCP REQ'D - - -- -- - EXISTING GRADE - - - -MILLING- - - - - -- - - - - - -- 87 - - ---- -- - - �-� - 6 +00 STIR. 160 ---- CATCH BASIN TYPE K, 870 10' OF 12" RCP REQ'D --0:39 -- - -- - 24" R M TYPE - -- 0.37% 24" RCP- 188' 283' OF 30" RCP REQ'D - - - --- - 30" - - - - ----- 3 0.37 © +92 $TR. 3 V n -- CH BASIN TYPE J - -- - --- 4' OF 15" RCP REQ'D V � N ^ rnN - -_- _ S v ^ � � M � MLan "d- � tM � rn � 04 � � MW � � ^ � O .- tan � ^ ^ � M M M � ° © +92 STR. X64 co °° 00 � °° � °° o ooh oo � � � � � 00r- ^ ^ ^ ^ � � r, z 0 0 °I oo co ao Co ao 0000 oo ao O° Go ao ° °�° °^° INLET TYPE M, 299+00 300+00 48' OF 12" RCP REQ'D D 301+00 302+00 303+00 304+00 305+00 306+00 307+00 REVISIONS HORIZONTAL SCALE BRIDGE RLE Historic Fort Harrison ��\� Ris, i�� RECOMMENDED C� OF 1"=30' 8/03/04 p REVISED & ADDED STRUCTURE DATA 8901 Otis Avenue �QsTFo <"� FOR APPROVAL 8 y G VERTICAL SCALE DESIGNATION P - ESIGN ENGINEER ATE , r Indianapolis, Indiana = No. = n 46216-1037 = 19300171 _ 1 =3 , DESIGNED: SSB DRAWN: JJP 1 �� SURVEY BOOK SHEETS • 1-800-898-0332 i STATE of [v\ 317-826-7100 �i ,��AL��G?�� 9 of 37 ' Formerly chneider Engineering Corp. /lllllll� � CHECKED: JJV CHECKED: ACD PLAN do PROFILE UNE "PR A136" CONTRACT PROJECT 'r y g� g p. Bohlen, Meyer, Gibson & Assoc. 04-02 r : Q 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 __ 8.5' .5' I - 2 16 PT 129+09.18 x EQU: STA. 129+09.18 "LINE PR-131 " _ P ( °� Z + STA. 129+08 "LINE B" o I2 z N I< I j O 8' I� I iw I0 @\ z I 15 PC = 128+39.40 I� I +50 m � I� J I 1 I-'-I Q Iz N i 16 8 ' 161 P +17.6, 24.5' RT O I I 4 , D EQU: STA. 10+00.00 "LINE C3" _ p i � i +00 12 8.5 R246` STA. 300+62.20 "LINE PR-A136" GOO EQU: STA. 10+92.27 "LINE C3" = I x LIJ i R95' 4' STA. 127+16.17 "LINE PR-131 " I p C I R 5 0' EQU: STA. 302+55.78 "LINE PR-A136" _ C. 3 I STA. 302+52.31 "LINE A136" EQU: STA. 126+59.17 LINE PR-B1 = 2 o C I 130 00 A. 299+87 "LINE PR A136" o- I I 7 S L ' ~ � a LO -� EQU: STA. 11 +93.58 "LINE C3" = D I in I ►� o 0 STA. 299+30.20 "LINE PR-A136" �6 I I 14 2 I � NO EQU: STA. 297+10.53 ;;LINE PR-A136" _ � -v � � I � �� � + II STA. 297+10.53 LINE A136 � o o� + N C � � ��� �s 3 � U II STA. 126+09.86 LINE "PR-B1" N �`_ --- I U PT +55.78 8' LT 0 + ------- �?------- -- - / ,Zg 92, 2 DO w "PR-A136" OFFSET: 74.07 RT N - EXISTING ASPHALT PATH TO REMAIN IN P-LA-CE-1 a AUED WALK o_y / •G�0 . R VV o L, STA. 127+07.29 LINE "PR-131" 1° A3 OFFSET: 57.53 RT STA. 127+11.74 LINE "PR-131" 15 L 24' `� C 16 L OFFSET: 53.50 RT INE "PR-A136 4'" 4' 12' co 4 STA. 127+57.99 LINE "PR-131 4-11111 111 136th STREET + -- " -------------- ^ 14' 9 OFFSET: 27.70 RT - ry - --- - -r------- -- - -- N N 00+ 12' 2� ^ OFFSET: 53.51 LT "PR-61" MI 0"Al " 1 16 A 18 LINE "C3 C _1_2' LINE 36 & _�--- - -- - - - ---- - ,�---- _ 16' 16 © STA. 127+07.19 LINE "PR-61" SECTION -LINE----- 1 5 70 0 o OFFSET: 57.61 LT , 8 1 U' 10' U) 4 STA. 127+16.42 LINE "PR-131" 15 BM1 0 OFFSET: 48.45 LT D 7 1 � x x � ITACE x x x x x x x x x x x x x x x x x x x C o MATCH EXISTING � I + N o ,� x °° i +/,' EQU: STA. 300+00 "LINE A136" _ `L C I L p /+5: o STA. 126+28.70 "LINE B" �♦ 6.1 - - - -- - _ - -- -- - - - HIGH-PORT f IV _=-876.75i --- -- - LO POINT ELEV = 875.78 - - HIGH POINT S A = 12+50.17 � + 6. ' C �8�, - - - POtNT--STA -_�t0+�0 7 - - PVI STA - -12+50 -- N EQU: STA. 12+80.75 "LINE C3" _ 4 �� - - -- PVI-_TA-=-10+7� ---_ -- - - _ - PV+-E 976-.94--- II STA. 126+02.18 "LINE PR-B1 PT = 125+33.04 R111 2 �/ 885 PVI ELEV = 875.59 A _ PCC = +24.33 I A.D. = 1.50 K = 6.520 885 U 16' i p K - 66.64 CL LEGEND D I 15 100.00' O EQU: STA. 124+45.77 "LINE PR-B1 " 15 T = +89.82, M 6.1 R� o CD o -- - O STA. 124+45.77 "LINE B" , �I I 1 x - - --- - - -- - N --- - - - - - - -- - -- -+ - --- OA COLORED AND STAMPED CONCRETE, 7" ON = M ^ - _-_ 8 16 8' 880 0 + � o 00 � 04 12" COMPACTED AGGREGATE BASE, N0. 53 w , N OC 6" CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS ON w .7 �;; L;j �; w > 4" COMPACTED AGGREGATE BASE, NO. 53 STONE z I ---- m °° - - - W w - - - --- ate - - -- - -- -- -- - -�+-- -- -- - - - p 165#/SYD QC/QA-HMA, 2, 64, SURFACE, 9.5 mm ON i PROFIL��RA -- -- - -- - C = 124+45.77 C +45.77 8' 275#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm ON - - -- ----0.757 0.75% -075% 4" COMPACTED AGGREGATE BASE, N0. 53 STONE _- _ D1 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON 875 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON 875 9" COMPACTED ATE BASE, N0. 53 STONE - - - - - - - - OK 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON - -- - - - 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON 330# SYD QC QA-HMA, 2, 64, BASE, 25.0 mm ON EXISTING GRADE - -- -- - - - A-HMA, 2, 64, INTERMEDIATE, C19.0 mm ON 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm CO : 0 00 ,.n om LO r- ^ a, o � ^ � ^ � ^ ^ � ^ � � co � LO 00 ao M O 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ao co 00 00 oo 00 ao 0 co 0 0 0 � 00 0 HMA WEDGE AND LEVEL, TYPE B r N OX CURB RAMP (LETTER INDICATES TYPE) 10+00 11+00 12+00 13+00 00 00 0 15 COMBINED CONCRETE CURB AND GUTTER (TYPE II) LINE 9'.C3'9 PROFILE 16 COMBINED CONCRETE CURB AND GUTTER (TYPE III) 3 ����\\1111111/�j��� HORIZONTAL SCALE BRIDGE FILE 17 ROLL CURB, MODIFIED Historic Fort Harrison ��� J• �OR� RECOMMENDED OF 1"=30' 8901 Otis Avenue ��>Q� oI�% `rF FOR APPROVAL Lrj VERTICAL SCALE DESIGNATION 18 INTEGRAL CONCRETE CURB Indianapolis, Indiana No. GN ENGI EER ATE NA 46216-1037 = 19300171 - SURVEY BOOK SHEETS • 1-800-898-0332 STATE: °F �,4'` DESIGNED: SSB DRAWN: JJP 3 26 SODDING % �NanNP. RING MILL ROAD 0 317-826-7100 �� _ v� �� 10 of 37 29 TAPER CURB HEIGHT ® 12:1 Formerly e �� /SAL ����\ CHECKED: JJV CHECKED: SSB CONTRACT PROJECT 00 K rm rly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. /111111\\� CONSTRUCTION DETAIL v °Se IT 04-02 Y I i Q W3-2A (TYP.) 298+00 299+00 91 00 301+00 302+00 303+00 37 32' 37 46 + 0 N 1 J.�- c� _ z m z TYPICAL PAVEMENT MARKINGS FOR LEFT TURN LANE v J 0 0 N 00 N 38 38 / W11 A-2 TYP. SUMMARY LEGEND 1 8 .*--EAGI i T POST MOUNTED SHEET SIGN 42 1750 LFT 34 4" WHITE SOLID PAINT LINE 8 1738 LFT 35 4" YELLOW SOLID PAINT LINE + 42 N 2 EACH 37 THERMOPLASTIC PAVEMENT MESSAGE MARKING (LEFT ARROW) v"— ` 8 A 2 EACH 37 THERMOPLASTIC PAVEMENT MESSAGE MARKING (WORD "ONLY") R6-1R �TyA aa J� 280 LFT 38 24" WHITE CROSSWALK THERMOPLASTIC TRANSVERSE MARKING 38 LFT 38 27" WHITE YIELD LINE THERMOPLASTIC TRANSVERSE MARKING 38 72 LFT 42 8" WHITE DOTTED THERMOPLASTIC LINE 136TH STREET LINE PR—A136 180 LFT 46 4" WHITE SOLID THERMOPLASTIC LINE � 38 LI N E "A136" & SECTION LINE ` 38 + 42 N 8 8 rr►r '�•' 42 r R1-2 WITH PLAQUE "TO TRAFFIC FROM LEFT" 35 34 38 38 D3 STREET NAME SIGN, 6" HIGH LETTERING (TYP.) -------------------------- ---- --- --- -------------------------- N m 35 w PAY LENGTH z J r N WHITE THERMOPLASTIC Q 35 34 12" 0 YIELD LINE 0 xt r TYPICAL PAVEMENT MARKINGS FOR TRANSITION AREAS 0 N N co r N T M m 7 REVISIONS ���\\���i l I�/////�� HORIZONTAL SCALE BRIDGE FlLE co Historic Fort Harrison ,,���-1 �• V VO4) ii�� RECOMMENDED �F �� 1 =30' 8/03/04 ® SEE SHEET 18 FOR 8901 Otis Avenue >P ,cisrE F� FOR APPROVAL 2 VERTICAL SCALE DESIGNATION co SIGN — NEW + RELOCATION TABLE Indianapolis, Indiana _ No. _ SIGN ENGINEER DOE , NA 'IT 3 46216-1037 -� 19300171 _ - • 1-800-898-0332 �� STATE of ��\ DESIGNED: SSB DRAWN: JJP SURVEY BOOK SHEETS SPRING MILL ROAD 0 317-826-7100 �����/ N�IAN��C9��� 11 of 37 /���///O/IjjA111\\\\��` CHECKED: JJV CHECKED: SSB PAVEMENT MARKING CONTRACT PROJECT co Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. & SIGNAGE PLAN v Y � a D 102+00 103+00 104+00 _ 105 � T\ 106+00 107+mv 108+00 N 9 TONS CLASS I RIPRAP & � ------------�--------�——/—///--�--�------p$ �'g— ------ 60 _—SY_--S �EOTEXTILES R--E_Q—'D_—. —_ x_— x_--_----�_--_----__---�-_-------__----__-----� _--- ----------—_-----_-------_------F---U--_TU_R—E--S—TORM ST. LI TS SF 185 LIFT =SEWER TR E_S APP. EXIST. 40 R W 40 R W --------- ----- ----- _ - S 40 LT ---- -------- -- _-------------- - CONST. LINE "B" & SECTON "LINE 000- SPRING MILL �R—O- �AD` --------------A— ------—--j- CONST. LIMITS IS x x x AP x _ � — —=- n ——� ----- --- /�� Z FUTURE STORM FUTURE STORM Fps FUTURE STORM m \ z SEWER BY OTHERS SEWER BY OTHERS , SEWER BY OTHERS rJ �\\ II II // \ \ m o II II Z ',1 / / 1 I X/ \ \ STIR TION II C: III D \ \ STA. 107+ \ \ RETENTION POND \ \ o ° \ \ f 109+00 110+00 111 +00 :a 1"12+00 113+ 0 114+00 115+00 116+00 117+00 AppExisr. RETENTION P OND BEGIN PROJECT STA. 109+50 RETENTION POND CONST. LIMITS SF 800 LIFT 4., CONST. LIMITS —000 000 000 000 ._- _ __ _ _ --_—_ - bQ_P I�T 40�W ----- ---------- !2� 7 ---- --------------- ------- --------------------------- -- -------- --- --------- ---- ------------------------------- --- 000 000 000�000 —000—000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 OO° 000 000 000 000 ---- LINE "B" & SECTION LINE ---_—__ 118+00 119+00 120 1 1+00 122+OC�N-,,Z *' 123+00 124+00 IL RETENTION POND -a QQ � Q e�j Sr 150 LFT CONST. LIMITS W CD CID CONST. LIMITS �. o o _ --------- -- ----------------------------- ----- ------------ ---- ---------------------------------------------------------------------------- ----------- AP E T. 40' 2/W;4 - ---- --------- ---- -- ---------- -- -----------------------------------------.,-EX1S�40-x x x- ---------- ------ ---------------------------- ------- 4' CONCRETE WALK o rn 000 0 000 '_,��----' ------------------------ 4 G7 SPRING MILL ROAD ------- Z --------------------------- ---- ------------- ------ — � LINE "B" & SECTION LINE m 00. ------------------- ------------- ---------- - ---- -------------- A x r \ // __ = --#`=R _�---- — — 4 ONCR WA -------- ------------------------------------------- - - ----------------- ---- - - -- \ .� �;-►-- SCI 4 �' / _-- Cam' I �� w m CONST. LIMITS SF 175 LT - I I I I I SF 325 LFT CIO ---- ------ - -D rn QL: x -CO 0 GO II II T I D i4 a' `z I r m D C7 rn 9AA I I F I ,I I � 125+00 12 I 27+00 128+00 129+00 130+00 \ 131+ 132+0 0 133+00 ll X I \ x J, x , 0 X ' \ SF 95 LFT I I \ I CID ---------- -------------- m— X _ M o x x x o APP. EXIST. 45 R/W Ln NV ` �-- — -- _-- — SF 1 70 LFT----------------------------------------------------------------------------------------------------------- 1 °O _ o00 00o 000 o00 000 o00 Z 000_o00 ----- I 1 1 �I I Z A LI N E Z � —_ --- --- __- _"P R—B 1 » ___------ — — FF II ASPHALT ROAD ------------ ------- ---------- --------------- — SPRING MILL ROAD --- / v v \now MOM c� --- I \ ° -- �_—1 --- �� ------- ------------------ `° LINE B & SECTION LINE A MIAMI=!m o . z NEAVA ANNE mom ` b CONST. LIMITS ��� I €3 X I i m � SF 460 LFT � 0 END PROJECT � 4 I z END CONSTRUCTION m �^ M 2 m CA STA. 130+35 STA. 132+50 �c —I z rn m �' m Q m !' O z � I � m O �\ z N- I m O O It LEGEND SUMMARY THIS SHEET 1Q 7/29/04 ADD TE P. CHECK DAM co '00111111N/ HORIZONTAL SCALE BRIDGE FILE TEMPORARY CHECK DAM, STRAW BALES (ED—'Ai Historic Fort Harrison ���\`y S• VoRis�i RECOMMENDED / 1"=30' TEMPORARY DITCH INLET PROTECTION 1 EACH 8901 Otis Avenue �Q' o'S'�'�o F� FOR APPROVAL Z vat j O� VERTICAL SCALE DESIGNATION co (0 M _ S� TEMPORARY SILT FENCE 1375 LFT Indianapolis, Indiana = 19300171 — �� ENGINEER DATE NA 46216-1037 =-v rr_ ,Np,A„P DESIGNED: ACD DRAWN: JJP SPRING MILL ROAD ,3 of • 1-890-898-0332 % o STATE OF �`J z SURVEY BOOK SHEETS 0 317-826-7100 ��ii�� /pN,q�E� ��� CONTRACT PROJECT 37 00 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 111111\� CHECKED: SSB CHECKED: ACD STORMWATER POLLUTION PREVENTION PLAN 04-02 a 1 290+00 291 +00 292+00 293+00 294+00 APP. EXIST. 95+00 296+00 297+00 298+00 ~ ASPHALT ROAD W BEGIN PROJECT (CONSTRUCTION ENTRANCE) ���-----------� �I Q STA. 293+61 "PR-A136" I � APP—EXIST. DP �\ LANDSCAPE AREA � � II (I \ �� I' II I i � EXIST. 65 R� zz:, - __ __ _--0 - - -7� Ll MIS '� o00 000 000 O°°----000 ------------- ----------------------- 36lh-_S.IREEI------------ - - I --------------------- ------------------f--------------- ------- ------------- ----------------------------------------------------------- --------------------------------------- - LINE "PR-A136" ASPHALT ROAD ASPHALT AD ----------- ------------------------ LINE "A136"`& SEC-nQN-t,,-,E- - _ ------- - - x --------------- - --------- I ��� --- - —Q � �� ---------- ---- --- - - -----�--RE ------------------------------------------------------------- -- ---- X X TE X W ALK--X------- X- ----------------------------------------------------------- x X X /, VINYL FENCE---.e BEGIN CONSTRUCTION CONST. LIMITS +� APP. EXIST. 40' R/W It 1 4' WOVEN WIRE FENCE STA. 291 +25 "PR-A136 it LANDSCAPE ARE w , x jl � 3 R li U) � CV F-= N cr_ W d N a- -J, V1 X W 299+00 �' ' ° ' I 0 01 6" PINE 302+00 303+00 304+00 305+00 306+00 307+00 THE \0 6" PINE I 15" PINE 15" PINE 15" PINE RESIDENCE j / _____ 12 TONS CLASS I RIPRAP & 80 SYS GEOTEXTILES REQ'D. 15" PINE SF 175 LIFT i� I _s7!.W I_ J SF 115 LIFT I J I SF 140 LIFT x "sroP° so I a" PINE _ _____________ _ _t�_- —CONST. LIMITS —� A— —,, I I SF 15 LIFT TR `- - ------- z ' I X LL _ ♦ APP. EXIST. 40 R W _________________ " 00 S AT ` 4� TREE j L� �� 0' TREE 30" OAK WILLI EEK" SIGN \ OP' SIGN ` S ' —°°0 000 000— -------- ' 36 THE 136th STREET -- -- - - - -- - ---------------------------- - ------------ - tZ &--S�ttl�E---------- - alftniruyahoo.com II 136th STREE ASPHALT ROAD..... GE WEIGHT LIMIT ------ - - - - -- ---'-- 0 000 "STOP" SIG Q- 000 "STREET NAMES" SIGN --- -- ------ -------------------- X "STOP" SIGN —x x x x x x x x x x x x x x x x x x x x x x x x c x— -Eryx� —x x x x x x x x x x x DP I I '� X_ 9 CONST. LIM—TS �N� FENCE CD SF 200 LIFT END CONSTRUCTION » �� STA. 306+00 PR-A136» TREE LINE TREE UNE PT A �P� �' % x TR SIGN)I � � Cann °_' END P ROJECT w x STA. 3 03+43.47 "PR-A136" ° CC i "DO OT Q / SS SIG I ;� o i � N N co co I LEGEND SUMMARY THIS SHEET 1Q 7/29/04 REVISE TEMP. SILT FENCE LENGTH 3 ��\II I I � HORIZONTAL SCALE BRIDGE FILE CD TEMPORARY CHECK DAM, STRAW BALES �� ii 24 LFT Historic Fort Harrison \����P� ,�1s �R<SF�� RECOMMENDED 1"=30' 00 © TEMPORARY DITCH INLET PROTECTION CA 2 EACH 8901 Otis Avenue �- �o FOR APPROVAL C� OF Z Z VERTICAL SCALE DESIGNATION Indianapolis, Indiana = No. = SIGN ENGINEER DATE .._,4..= SQ TEMPORARY SILT FENCE 645 LFT 1 NA 3 46216-1037 �.° 19TA0171 c'r i i DESIGNED: ACD DRAWN: JJP SPRING ��� ROAD SURVEY BOOK SHEETS � • 1-800-898-0332 j IN DESIGNED:��� 317-826-7100 �i�� ��IVAL �\\\� 14 of 37 00 LO //1111111\\� CHECKED: SSB CHECKED: ACD STORMWATER POLLU110N PREVENTION PLAN CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. PROJECT E2 Y i Q ................................................ STORMWATER POLLUTION PREVENTION INDEX SOILS LEGEND & DESCRIPTIONS PROJECT LOCATION - I tl Al This Sheet Br Brookston silty clay loam �"tl,e. A2 N/A r r I„! r s � A3 Project consists of replacing the existing 2-lane roadway with a widened 2-lane Soil Description and Characteristics: yl J P 9 9 Y ;li al io I ,: I�ul I I � • r . J,, • • • ^ " The main soil features that adverse) affect engineering P rtl _' PIIIiI boulevard with gross median. In addition, the existing 4-way stop controlled Y intersection at Spring MITI Road and 136th Street will be replaced with a modern uses of this soil are a seasonal high water table, high potential frost action, moderate shrink swell potential intersection. �I,,;Y„oPl II;L,";;� l ghlylfilfiilll;':r" �, Lw , A Sheet and moderate permeability.t . Thi s soil h as severe �In.I , A5 Sections 22 23, 26 & 27, T18N) R3E, Clay Townshl limitations n s for local roads and streets because of a N La titude 39 58 50 seasonal high water table and high potential I f r ost ! ,::,, I I :t„ ,. '_. ,::: 1 r,o- • ;; , ,."i:j1 .: e rl,:,llr' 1i I .`- � : ' Longitude 86 09,54) action. The base material for roads and streets should be replaced or strengthened with suitable material.A6 Sheets 4-9 r II°='n,:.IrIlI!I u-F sIi,.IIt:I I.,J.M�.,,I,,xuI,.lv r I kr 1 k I a I'pM l,I i e�(I i n I l l"aI,I.„,,;:6'.Ii;.i I r .r.i„:•Il:I I,l I, I'- I I r i I II ! 'I II I1II I I, I I ,1 II"I 1.'.'I' i:' ,. I �..,?.,3�_�.,_,f:._,:'. I �i,?��,,".[,".,ir r!£¢fi-l.+h l(1l1,iI,.,l 1 9.!::l rIIPr i z �I I I I III,II'I IIr „vl:l I"taa is lc r: 1 rih•: ,r �" ..'l, :; , 111 .. :�.. - N_�L, � ly,:. ,. a,!, r '": A7 05120201090060 CrA - Crosby silt loam 'II r A8 N/A '. A9 Williams Creek jl , uiII hw it Ili - . . Soil Description and Characteristics: H „ P . Y! ii„ I .IIIt �9111' Al Williams Creek crosses just beyond project limits in 2 locations. " � . • The main soil features that adversely affect engineering Spring MITI Road approx. 300 north of 131st Street and 136th Street a rox. 600 • uses of this soil are a seasonal high water table, high I., ,, " I, „ • • • • • • 1, ': �'. I ,:,:rla„! ,i i11 } Ir.,!I(�Ur' _:, 4 N h,l r'1,r ge east of Spring MITI Road. In addition, 3 retention ponds exist adjacent to potential frost action moderate shrink-swell r ' III "t. 1 ! p potential Spring Mill Road Right-of-Way throughout the project limits. P 9 9 Y 9 P J and moderate permeability. This soil has severe llrr l ' . r•.•u!- alJ: ' �' � ; � a�' A1TrI:,. , III. I All Williams Creek I - limitations for building ites. The site needs to be g r, Al2 None known artificial) drained to P revent wetness from becoming a Y R.:-:.:,.r -:. - ,i1,r 1.„;,:. I I,I:,.!:: .-j ,.,!^t...,.:,.c:; I I I�ha,,:1,:1fn:1r..::l.:, .:9....!..!r,:,:I..;.:.:.I I I A9t I. d „!I T_�r�r 9'f.1..,n S. �I uI,1�.!.^!,Aa.-,N!.,.M.: :r,!..:. ::!i.l-„! !- IIi:!lf Al:'h:l�=l,'l•a:r:., .,,!i: ''1':,�, I,�1 h C:,-.-: ' ;{� i. !!.I�,G;.. ,a!1,r1 r~ti a^,,. .r ,. V1, ! ., , II!.. ,1!1 a : � I:! 1 II ulr :.:, ,'° -.•IM :: IIIJ ,rr '� : 1 Al 3 N A problem. Dwellings with basements should not be ",, "„!j I I 1 JI tl u �.::,I :,XI1.:1 !,!. r IJ r�x I _� a:w ad,;,:,°:, !! rte.,•r�l �i �1,:i1,1 1 �. �:�r 11I�a,!'!1�,. I A14 Pre-construction discharge has not been determined for the existing 2-lane P avemen constructed on this soil. This soil h as severe e limitations c:.,,, ,",�.I II�II1�I.,.�:i':1,1..!:� ,I,"rl,I�:I;i('r'i i• , Y..I I,rrlJ �. .� �ti h,:,:1'1� u I :! ,I� � .:::...:... 1 1 I.1.:. :I ,h,,:P t „!I Jr .,x::.,,,1.1". r ,: .: k-.-,:, with roadside ditches since this •s a mun•c• al•t Y owned •nfrastructure improvement for local roads and streets because o f seasonal high �-,:A�I,I y.1 1.0 .. �1r�., I ,,;, I�, I,;rr.'."...1.„_,�.,:�._•':: I I,, M r r.1Tf l,!.17'n I y ir I,I�II,a:1P4lr.,i!,!.!!I ::,.,I�: ! �,, 1 ,. -.::,r 11.11I 1 1l1 I„.,:.. _ 4!,.�,r�,*,,P�. ..4 f t� I.'r a i r:.,-_''-::P,•.r-w,,. :::: '.I 1 ,:: ._.''-r. �, rri:!,, r I .r.a;; h.�.'1' -.�e�,:, IN I r,., „ ' ::r,r:.,, ;I,a,'+,. ,J: , , �:1,„,..!.r... I I I.�:a a.1.{1 I.,.1,1.' .1 a : , project. Post-construction conditions for proposed 2-lane overall pavement width water table and high P otential frost action. The base IIi:r'tl '1 ,. , , . f replaced increased from 22 to 32 curb and utter section with enclosed storm sewer s stem material or roads and streets should be or 9 Y ::. I N� -. d �� ._� �n^IQ .1. •o-..:::. �;? r1t 11 _. r'. ..�I ;l: '1 "r .1 'r 'sl'MI><�` ;'!j 1���:! 'h1, _ N��i� ��rfiu4 4p„! �,il I {I,I" !:� ( i';;; prll ,4 ,I, � ,:_,!' ,;::' •� r I;lai, =t7 are. Outlet 1 to Williams Creek near 131st Street 13.4 cfs & Outlet 2 to Williams strengthened with suitable material. g - Creek on 136th Street _ 19.1 cfs. i,^I': nax.a ;, . :III Ir :, ,. ';, ,- :I :, • ,I : ;� Al Land use adjacent to the project and upstream watershed Is single-family residential. MnI Miami Silt Loam A16 Sheets 4-9 rI �I 6 I,I A17 Adjacent vegetative cover is grass. Soil Description and Characteristics: ' II 3 J 9 9 P Al This Sheet The main soil features that adversely affect engineering .• 11I , , "' Id� .:.,:rr ul .r. ::, g. ::.,. .11i J"I ;": „Ili.,•;1 :I .,.r. I 140:1. II .: i Itvkl -.. A19 Sheets 4-9 uses of this soil are moderate P otential frost action, ., N4 jlif Ill N IIII I: ,111!,P, i, 4w � '1 FII kh 9tl�liih'Ilihldllllrl h1 I' .r il, a I ,I I� :,t• 1.V ' A20 Sheets 4 & 9 moderately slow permeability, moderate shrink-swell •Fr i_ !: ,,:.. rlSi t't . Y :41„ n4 N�Ik4 yy •#. .I "$ g. «;0` A21 No stockpile, borrow, or disposal areas are planned. potential, and low strength. In addition, erosion is a A 22 Sheets 4 9 hazard during construction. This soil h as severe IIII I , ,I ,: ;r,h y I, „ -..I :�S-,.. j! ;i ;; I ,j, •. 1 I' , _�:���' y+I`� J..°a I,.I�,�� �l;`Y I Ir , .1, I �J:::!•,:�, h.!. tll '"r. ,,.y, P1�-I,,:_..,� ..�; .,.._ !' ,1.! 7 ,y.. 1. ,: `il - �'!":: 1 .-1:tl:L.,. I .Ii'n';J m+" 1f �., 9 :„f, i4.,'I .,:y. 1: L .,r• LF 4 -,.�L,Y A2 3 Sheets 4-9 limitations for local r oods an d streets because of low r.I. ., .. .. �: : .,-�.:!:^ I.,::: 1 ..:. -.:,. ..:: I..1__...� .!• ,,.. ......._:",.. ...r:.!P.!_...,f.. -,..1. i9'...!111 ! .I..:. �-1 .q..•h?..,4z a,-a I k i .,- strength. The base material for roads and streets needs 9 B1 Sediment particles, oils hydraulic fluids fuel and grease. to be strengthened with suitable material. a � , .N :. , 1.: a, a�,.! fr .._ I, t " " I I ",' '41�k "I".I III'11 I I l i dY,4`.'L: "•, � „ Iql(, - ,e B2 This Sheet } 11 I 11 • B3 Contractor shall provide location of Temporary Construction entrances In the Erosion Sh - Shoals Silt Loam I Control Submittal. Construction detail Is on this sheet. Specification •s provided .i n y • . • • 1 • • I :I!' . Technical Specifications. Soil Description and Characteristics. Iii R„ �' lip th' • • ''�' !:.. ..,,sx - :^ fi li ..!: �,:1 p ' -,,. r r�! f - �II.�I 84 Sheets 12-14 show the proposed measures. Indiana Department of Transportation The main soil features that adversely affect engineering 'h'I f�'°'' " (INDOT) Standard Specifications and Standard Drawings provide the corresponding uses of this soil are are a seasonal high water table HAMILTON COUNTY (DYNAMIC COUNTY MAP specifications and details. and high potential frost action. In addition, this soil is 85 Sheets 12-14 show the proposed measures. INDOT Standard Specifications and subject to frequent flooding. SOILS MAP Drawings provide the corresponding specifications and details. NOT TO SCALE 136 Sheets 12-14 show the proposed measures. INDOT Standard Specifications and Drawings provide the corresponding specifications and details. Recommendations and methods to overcome soil 137 N/A limitations: B8 Sheets 12-14 show the proposed measures. INDOT Standard Specifications and Drawings provide the corresponding specifications and details. Limitations for local roads and streets because of SIGN TO INDICATE seasonal high water table, high potential frost action, THE LOCATION OF B9 N/A THE CONCRETE B10 Sheets 12-14 show the proposed measures. INDOT Standard Specifications and and low strength can be overcome by the use of curb WASHOUT AREA Drawings provide the corresponding specifications and details. underdrains, compaction to density and moisture Bll INDOT Standard Specifications provide detailed specifications. requirements, sub-base removal and replacement, or chemical soil modification. Swales which sever the BERM AROUND PERIMETER 12" MIN 612 Sheet 2 provides the permanent stabilization method, Sheet 15 provides sequence, and 12° INDOT Standard Specifications provide detailed specifications. surface drainage can also help. Refer to the drawings, Standard Specifications, and Technical - _ 613 Contractor shall provide material handling and spill prevention plan. INDOT Stan -- - - - ' ' � GROUND SURFACE \ Specifications for specific information related to the B14 INDOT Standard Specifications and Technical Specifications provide monitoring and maintenance guidelines. proposed infrastructure improvements on this site. 2'-0• MIN MATER( COMPACTED EMBANKMENT B15 N/A 3:1 OR FLATTER --- •°e o' �` e ` SIDE SLOPES \ Cl Expected pollutants generated by this project are sediment; oil, fuel, and other 15'x15' MIN OR PUBLIC ROAD vehicular pollutants; and trash. .° °°•°:°°°"®°. AS REQUIRED TO \ % °;° Ow° ®•° �;° 5C (MIN) o C2 Sheet 15 CONTAIN WASTE p•O•p O•° O•p O•p O•p°O•O��c.y_ O°O•°•O•p•O•o•O•°°O•p°O•°•Ono C3 The storm sewer provides catch basin structures prior to all connections to the storm °=°•°'°• °°°=°° °° °'°®° °�° \ O•°°O•p•O•o•O•p°O•°•O•o°O• °O•o°O•°•O.°_ sewer mainline to minimize pollutants reaching the storm sewer mainline and Williams NOTES• •°•°•°° °°•°°°:°°°•°°°:°° °°°°•° • °�.'o•°'°�. o. .°°°.° o. °o.°•e°° o•° n•°° Creek. Riprap is provided at the storm sewer outlets to minimize scour erosion. •••: °• °° '°°°°°°°°°°°'°° °° • °.. . oho °; •°°°°®°,"®.°°°.°•°.° C4 Sheets 4-9 and 12-14 show post construction stormwater quality measures. INDOT •°•®"°« °• °° °°°°®° P q Y 1. Concrete washout area shall be installed prior to any concrete placement on site. °. °' °=°:e•,°=o:omo:o=o�a"" X Standard Specifications and Standard Drawings provide the corresponding specifications °tee O•°•fl O OHO D:O ®�O O.O« 1 and details. °` 2. Signs shall be placed at the construction entrance, at the washout area, and '°=°°°=°•°°°`°° 6" MIN oe;, °,° °,°•°.°•° °° C5 The City of Carmel will maintain the storm sewer system. elsewhere as necessary to clearly indicate the location of the concrete washout ( ) °a�:•e'��A�° °a. area to operators of concrete trucks and pump rigs. 2"-3" COARSE AGGREGATE °•°°° 12' (MIN) 3. The concrete washout area shall be repaired and enlarged or cleaned out as GEOTEXIILE FABRIC TO STABILIZE necessary to maintain capacity for wasted concrete. FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) 4. At the end of construction, all concrete shall be removed from the site and STORMWATER POLLUTION PREVENTION disposed of at an approved waste site. SEQUENCING SCHEDULE 5. When the concrete washout area is removed, the disturbed area shall be seeded TEMPORARY CONSTRUCTION and mulched or otherwise stabilized in a manner approved by the inspector. ENTRANCE DETAIL 1. Set-up preconstruction meeting with Contractor and Engineer. NOT TO SCALE Q 2. Call Holey Moley at least 48 hours prior to starting construction. N 3. Install silt fence as shown on drawings. 4. Clear Right-of-Way as required. CONCRETE WASHOUT DETAIL ° 5. Install mainline storm sewer along west side of Spring Mill Road and north side of 136th Street. NOT TO SCALE N 6. Temporarily seed all disturbed areas within 5-7 days after backfilling trench. °" 7. Remove existing pavement, install temporary construction entrances, and construct remainder of project, including storm sewer and pavement. Install curb inlet 1Q 7/29/04 ADD SOILS LEGEND AND DESCRIPTION protection with new inlets. 8. Stabilize all disturbed areas with sod. 3 \\\111111////� HONIZONTAL SCALE BRIDGE FILE 9. Remove erosion control and sediment control devices after permanent vegetation ����� �, vo �ii� has been established. Historic Fort Harrison ���-1 �isre R�`r ��� RECOMMENDED C QF _ 1"=30' co 8901 Otis Avenue �P % FOR APPROVAL 2 2 VERTICAL SCALE DESIGNATION LO Indianapolis, Indiana _ No• _ ENGINEER DATE NA in STATE 46216-1037 193001 1 W= 0°' • 1-800-898-0332 ���, DESIGNED: ACD DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS 317-826-7100 ���i `�s/ONAL ECG?\\\ 15 ®f _. ° CHECKED: SSB CHECKED: ACD STORMWATER POLLUTION PREVENTON PLAN CONTRACT PROJECT r° 00 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-02 v Q 297+00 298+00 299+00 300+00 301+00 302+00 303+00 (> �X S ARK G ARKE , I ' O + GAS RKER I I X N GA RKER � I I i l GAS RKER I � V � U I I I �I oO I j U STA: 127+43 37 LT � I � v I i STA: 300+82 31 LT O / I / I Now aim v ------------- --------- -------------- — — I ° \ wAft _ --- _ — G ° If T T T T T I I ------- T T T T i T G --------�---- -----V "PR-Al G G — E 36» T Ilk 136th STREET LINE "A136" & SEC-nqN--ttN -- ---- - - -*�- - � �---- --- ---------- ° / S I S S S �i / -- -o---------------e ---------------- ----------------- ------------ ------- -- ---- -------------------- N + I ° x x��,�--V-x x x x x x x x —X—X \ s +/+ STA: 298+99 X LL- I +/ 39 RT ` it x ' ' STA: I x 32' �RT o I � � � I I L M C1. I I SUMMARY LEGEND w I p I CABLE DUCT MARKER: EXACT LOCATION AND ARROW DIRECTION J 1 a0 i 3 EACH ® TO BE DETERMINED AFTER CABLE DUCT INSTALLATION Of ' I -1 231 LFT 2" GALVANIZED STEEL CONDUIT 701 LFT --- 4-1/c NO. 4 COPPER IN PLASTIC DUCT Iz N Cn C1 O 4 EACH STREET LIGHT ASSEMBLY x + X CD CD N I I 1 EACH ® TYPE II SERVICE POINT (120/240 VOLTS) LID r 0 m 3 HORIZONTAL SCALE BRIDGE FILE o Historic Fort Harrison \���� VORi�ii�� RECOMMENDED C OF 1"=30' 8901 Otis Avenue P �isTe F D VERTICAL SCALE DESIGNATION DO Indianapolis, Indiana No.� FOR APPROVAL N ENGINEER ATE 46216-1037 = 19300171 NA °' ;� . STATE OF � � DESIGNED: SSB DRAWN: JJP SURVEY BOOK SHEETS P 1-800-898-0332 j� /NDIANP ��� SPRING MILL ROAD , f 317-826-7100 i C, ��� 6 0 37 /;�/ //OjAj 1E\\N\\ LIGH n Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: SSB TING & CONDUIT PLAN CONTRACT PROJECT Y 04-02 Q STRUCTURE DATA STRUCTURE DATA LOCATION FLOW LINE W LOCATION FLOW LINE LLJ Z W z o Z w z w MANHOLE, INLET, -> > - w Z � W w U > Uw � � o � L wQ W o v w � w MANHOLE, INLET. i-- w U W � wo � � Z ¢ w0 UQ` ►- > li w Q ti 0 U Y D! F w Z M SIZE } CATCH BASIN, OR O UP DOWN � � w n- U > > w O U M ~ SPECIALTY w 0 w J - z Y U a a w Z �' REMARKS U SIZE CATCH BASIN, OR Z o UP DOWN J Z Y = j o- ''' o z STATION OFFSET W J STREAM STREAM cn c� 0 w � m � zo 0 : STATION OFFSET SPECIALTY J U STREAM STREAM N cn c� U w Q > w w REMARKS z w STRUCTURE j U m � N U ~ Z w STRUCTURE j N ¢ : ~ m w d N O O N a Q WW N o- Q W m N W U inch If ft ELEV. ELEV. YR. yd ton EA. 1 inch a If ft ELEV. ELEV. YR. d ton EA. 10 102+85 53.5 LT 1 38 124+15 25.0 LT 12 RCP INLET J-10 48 1.5 873.19 872.71 14 39 11 1 103+40 33.5 LT 24 RCP MANHOLE C 57 1 3.6 858.18 858.00 50 10 39 124+15 25.0 RT 12 RCP CATCH BASIN K-10 4 2.2 872.71 872.67 2 40 12 104+38 25.0 LT 12 RCP INLET M-10 25 861.70 861.45 15 Future Work By Others 1 40 124+15 31.5 RT 12 RCP MANHOLE C 121 3.1 872.00 871.40 60 43 13 1 104+38 25.0 RT 12 RCP INLET J-10 48 862.20 861.72 12 Future Work By Others 41 125+37 25.6 LT 12 RCP INLET B-15 43 1.5 872.24 871.81 13 42 14 104+66 31.5 LT 24 RCP MANHOLE C 122 4.9 859.48 859.09 137 11 42 125+37 19.1 RT 12 RCP CATCH BASIN C-15 14 2.1 871.81 871.67 6 43 15 104+66 25.0 LT 12 RCP CATCH BASIN J-10 4 861.45 861.42 14 Future Work By Others 1 43 125+37 35.8 RT 15 RCP MANHOLE C 84 3.8 871.30 870.88 57 43A 16 1 105+33 25.0 RT 12 RCP INLET B-15 64 861.56 860.93 19 Future Work B Others 1 43A 126+25 34.0 RT 15 RCP MANHOLE C 44 9.3 866.22 866.00 71 58 17 105+70 43.5 LT 12 RCP CATCH BASIN E-7 12 862.36 862.28 18 Future Work By Others 44 127+26.6 42.9 RT 12 RCP CATCH BASIN K-10 4 1.9 871.79 871.75 2 45 18 1 105+78 31.5 LT 24 RCP MANHOLE C 108 3.1 859.90 859.58 85 14 0 45 127+30 48.1 RT 15 RCP MANHOLE C 76 7.3 866.51 866.13 95 59 19 105+78 25.0 LT 12 RCP CATCH BASIN J-10 3 860.93 860.91 18 Future Work By Others 46 127+98 16.2 LT 12 RCP INLET B-15 41 1.5 871.16 870.75 12 47 20 1 106+30 25.0 LT 12 RCP INLET M-10 49 861.65 861.17 19 Future Work By Others 47 127+98 26.3 RT 12 RCP CATCH BASIN C-15 3 2.1 870.75 870.72 2 48 21 106+30 25.0 RT 12 RCP INLET J-10 48 862.15 861.67 20 Future Work By Others 48 127+98 32.0 RT 12 RCP MANHOLE C 66 6.7 867.14 866.81 68 45 22 1 108+30 31.5 LT 21 RCP MANHOLE C 248 4.7 860.91 860.16 245 18 49 297+52 25.0 RT 12 RCP INLET J-10 93 1.2 872.77 871.84 23 53 23 108+30 25.0 LT 12 RCP CATCH BASIN K-10 4 865.58 865.55 22 Future Work By Others 50 298+20 25.0 LT 12 RCP INLET J-10 24 1.3 871.69 871.45 7 52 24 1 108+30 25.0 RT 12 RCP INLET B-15 48 866.08 865.60 23 Future Work By Others 51 298+47 31.5 LT 12 RCP INLET E-7 17 1.2 872.90 872.73 5 56 25 110+72 31.5 LT 21 RCP MANHOLE C 238 5.4 864.62 863.91 268 22 52 298+47 25.9 LT 15 RCP INLET B-15 6 1.2 871.45 871.39 2 54 26 1 110+72 25.0 LT 12 RCP CATCH BASIN K-10 4 2.2 870.13 870.10 2 25 53 298+47 22.2 RT 15 RCP INLET B-15 6 0.8 871.84 871.78 2 55 27 110+72 25.0 RT 12 RCP INLET J-10 48 1.5 870.63 870.15 14 26 A 54 298+57 27.3 LT 18 RCP CATCH BASIN J-10 8 2.8 870.31 870.23 5 56 28 114+72 31.5 LT 18 RCP MANHOLE C 396 4.5 868.28 866.70 339 25 55 298+57 21.4 RT 15 RCP CATCH BASIN J-10 47 1.1 871.78 871.31 1 1 13 54 29 114+72 25.0 LT 15 RCP CATCH BASIN J-10 3 2.1 869.46 869.44 2 28 1 56 298+67 33.0 LT 24 RCP MANHOLE C 163 7.0 866.25 865.60 255 58 30 114+72 25.0 RT 12 RCP INLET M-10 47 1.7 869.93 869.46 15 29 57 298+75 50.0 RT 12 RCP INLET E-7 33 0.8 872.25 871.97 7 55 31 114+82 25.0 LT 12 RCP INLET C-15 6 1.4 870.00 869.94 2 29 1 58 300+28 21.4 LT 24 RCP MANHOLE C 69 7.9 865.50 865.23 121 59 32 114+82 25.0 RT 12 RCP INLET C-15 7 1 1.4 870.00 869.93 2 30 1 59 301+00 31.5 LT 30 RCP MANHOLE J4 188 6.2 865.13 864.56 326 62 33 114+92 25.0 LT 12 RCP INLET J-10 7 1.3 870.08 870.02 2 31 60 301+00 18.9 LT 12 RCP CATCH BASIN K-10 10 2.3 870.99 870.89 4 59 34 114+92 25.0 RT 12 RCP INLET J-10 7 1 1.3 870.08 870.02 2 32 61 301+05 23.2 RT 12 RCP INLET J-10 41 1.8 871.40 870.99 14 60 35 117+89 31.5 LT 12 RCP MANHOLE C 313 6.0 870.17 868.80 291 28 A 62 302+92 31.5 LT 30 RCP MANHOLE J4 283 5.6 864.46 863.40 451 67 36 117+89 25.0 LT 12 RCP CATCH BASIN K-10 4 1 2.2 874.26 874.23 2 35 63 302+92 25.0 LT 15 RCP CATCH BASIN J-10 4 2.1 868.77 868.73 2 62 37 117+89 25.0 RT 12 RCP INLET J-10 48 1.5 874.76 874.28 14 36 64 302+92 25.0 RT 12 RCP INLET M-10 48 1.6 869.25 868.77 15 63 65 303+02 25.0 LT 12 RCP INLET B-15 7 1.3 869.32 869.25 2 63 B 66 303+02 25.0 RT 12 RCP INLET B-15 7 1.3 869.32 869.25 2 64 _ 7 1 67 305+77 31.5 LT 1 w I , 11 68 299+23 53.6 RT Reconstruct Manhole and Adjust Costing LH A ---- --- A a I 01 69 299+54 30.3 LT Reconstruct Manhole and Adjust Costing o I WATER I I a 6" 2'-6" 6" �. WATER a I d I CV a a a lV 6" 2'16" 6" 1 1 6" 3'-10" " B 6 PLAN ° SECTION A-A SECTION B-B co 0 0 N CD CATCH BA"i TYPE C N NOT TO SCALE 00 0 co REVISIONS ����II I II/N/,� HORIZONTAL SCALE BRIDGE FILE 7 Historic Fort DATE ITEM 8901 Otis Avenue rison \���P� JGI Oip�s��" RECOMMENDED = OF C RM o FOR APPROVAL Z VERTICAL SCALE DESIGNA11ON co LO 8/03/04 10 REVISED & ADDED STRUCTURE DATA Indianapolis, Indiana _ No. = ENq DATE 46216-1037 = 19300171 = • 1-800-898-0332 STATE OF ��` SURVEY BOOK SHEETS N 317-826-7100 j//� INDloN' �� DESIGNED: SSB DRAWN: JJP 17 of 37 IN ILL ROAD y Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. ����/�Aj 11\0 \\ CHECKED: JJV CHECKED: SSB STRUCTURE DATA TABLES CONTRACT PROJECT Formerly Schneider En ineerin Cor 04-02 c+ v a ........................................... - RIPRAP DITCH TABLE UNDERDRAIN TABLE SIGN NEW + RELOCATE SIGN POST LOCATION RIPRAP DITCH LONGITUDINAL DRAINS PLAN SIGN SIGN ENCAPSULATED LENS ORNAMENTAL SIGN SIGN, U CHANNEL _IL of w X V) SHEET N0. LOCATION CODE SIGN SIZE METAL THICKNESS ASSEMBLY SHEET POST TYPE w a- ow < Lo` < w DESCRIPTION w o- w a- J STATION o 0 z REMARKS 0.080" COMPLETE RELOCATION N0. TYPE "A" TOTAL � za ,- � a 0 a F= � � x � z � IN. x IN. SQ. FT. EACH EACH EACH FT. FT. FROM TO w _ _ w w- x c0 w w �- w 0 STATION STATION _3 W w j w o Q z w z v Fo 4 110+40 LT 1 1 12 12 NO TRESPASSING 0 LT RT ft yd 3 d X 110+72.0 400 32 52 27 6 121+23 RT 1 1 13 13 STOP ton ton d X 114+72.0 X 115+33.0 256 21 34 34 6 121+33 RT 1 STREET NAMES AT STRUCTURE NO. 10 9 7 X 117+89.0 325 26 43 37 X 121+14.0 11 123+72 RT W3-2A 3606 9 2 14 28 YIELD AHEAD AT STRUCTURE NO. 67 12 9 X 124+15.0 301 24 40 39 X 125+37.3 123 10 16 42 6 123+87 LT 1 1 13 13 SPEED LIMIT 40 X 125+97.2 65 6 9 42 X 126+93.9 45 4 6 44 6 124+04 LT 1 1 13 13 SMOKEY ROW ELEMENTARY SCHOOL 1XI 127+26.5 38 3 5 44 JXJ 127+60.8 38 3 5 47 6 125+35 LT 1 1 13 13 ADOPT A STREET TOTALS 21 16 JXJ 127+98.0 237 19 31 47 11 125+65 LT W11 A-2 3000 6.3 1 13 13 PEDESTRIAN CROSSING JXJ 130+35.0 X 110+72.0 400 32 52 25 11 125+72 RT R1-2 360606 3.9 2 14 28 YIELD X 114+72.0 PLAQUE 36x18 4.5 TO TRAFFC FROM LEFT X 115+33.0 256 21 34 33 SIGNREMOVE 11 125+79 LT R1-2 36x36x36 3.9 2 14 28 YIELD X 121+14.0 301 24 40 38 PLAQUE 36x18 4.5 TO TRAFFC FROM LEFT X 124+15.0 11 125+79 RT 1 STREET NAMES LOCATION MESSAGE REMOVE X 12�+ ;7,0 72 6 10 41 STATION OFFSET 127+16.7 88 7 12 46 X 127+98.0 237 19 31 46 11 126+15 RT R6-1 R 36x12 3 2 12 24 ONE WAY RIGHT 124+43 14 LT CARMEL WELCOMES YOU 1 X1 1 130+35.0 11 127+06 LT R6-1 R 36x12 3 2 12 24 ONE WAY RIGHT 125+03 14 LT DO NOT PASS 1 X 293+61.0 X 297+52.0 391 1 31 51 49 11 127+39 RT R1-2 360606 3.9 2 14 28 YIELD 125+92 31 RT STOP 1 X 298+47.0 95 8 13 1 53 80 7 11 53 PLAQUE 36x18 4.5 TO TRAFFC FROM LEFT X 299+29.0 11 127+39 LT 1 STREET NAMES 125+96 8 LT STOP 1 X1 300+54.7 58 5 8 61 X 301+05.0 187 15 1 25 64 11 127+47 LT W11 A-2 3000 6.3 1 13 13 PEDESTRIAN CROSSING 125+98 43 RT STREET NAMES 1 X 302+92.0 126+11 22 LT STOP 1 X 293+61.0 459 37 60 50 11 127+55 RT R1-2 360606 3.9 2 14 28 YIELD X 298+20.0 PLAQUE 3608 4.5 TO TRAFFC FROM LEFT 126+45 53 RT STOP 1 X 298+57.0 102 9 14 54 X 299+46.4 11 129+47 LT W3-2A 3606 9 2 14 28 YIELD AHEAD 126+69 36 RT STOP 1 X 300+57.9 45 4 6 60 X 301+00.0 192 16 25 63 7 129+57 RT 1 1 13 13 STOP AHEAD 126+79 3 LT STOP 1 X 302+92.0 TOTALS 5118 415 676 8 296+70 RT 1 1 13 13 STOP TOTAL 9 8 296+90 RT 1 STREET NAMES 11 297+01 RT W3-2A 3606 9 2 14 28 YIELD AHEAD 11 298+90 LT W11A-2 30x30 6.3 1 13 13 PEDESTRIAN CROSSING MAILBOX APPROACHES 11 299+01 RT R1-2 36x36x36 3.9 2 14 28 YIELD PLAQUE 36x18 4.5 TO TRAMC FROM LEFT LT/RT BOX DESCRIPTION WIDTH ASSEMBLY REQ'D STATION W,(ft) SINGLE DOUBLE 11 299+07 LT R1-2 360606 3.9 2 14 28 YIELD LT 110+72.0 1 PLAQUE 3608 4.5 TO TRAFFC FROM LEFT 11 299+09 RT 1 STREET NAMES 11 299+44 RT R6-1 R 36x12 3 2 12 24 ONE WAY RIGHT 1 11 300+34 LT R6-1R 36x12 3 2 12 24 ONE WAY RIGHT TOTAL 11 300+67 LT R1-2 360606 3.9 2 14 28 YIELD PLAQUE 36x18 4.5 TO TRAFFIC FROM LEFT 11 300+67 LT 1 STREET NAMES 11 300+74 LT R1-2 36x36x36 3.9 2 14 28 YIELD PLAQUE 36x18 4.5 TO TRAFFIC FROM LEFT 11 300+83 RT W11A-2 3000 6.3 1 13 13 PEDESTRIAN CROSSING 9 301+60 RT 1 1 13 13 BRIDGE WEIGHT LIMIT 15 TONS 11 302+79 LT W3-2A 3606 9 2 14 28 YIELD AHEAD TOTAL 140.4 6 8 1 587 Q 0 v 0 1 0 T ^) `/ N N N 0 REVISIONS 00 DATE ITEM Historic Fort Harrison \\\ J�IIVO i HORIZONTAL SCALE BRIDGE FILE 8/03/04 0 REPLACE: SIGN - REMOVE + RELOCATION TABLE 8901 Otis Avenue P �'S' �SF FOR APPROVAL Z. O "� OF VERTICAL SCALE DESIGNATION w/ SIGN - NEW + RELOCATE TABLE LO Indianapolis, Indiana No. = SIGN ENGINEER DATE IT 46216-1037 = 19300171 En Schr4k*w 1-800-898-0332 % STATE OF �W` DESIGNED: SSB DRAW JJP SPRING MILL ROAD SURVEY BOOK 18 SHEETS 37 aanNP 317-826-7100 �i c w���� //j/' ZONAL���\\\\ DATA TABLES CONTRACT PROJECT CD co Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. ��IIII11�� CHECKED: JJV CHECKED: SSB 04-02 Ln co v Y i Q. 105 + 00 - -- - -- 870 i -- -- - - - � � -- 870 - - - - -- - - - _ 865 860 —--- — — -- _ — —�,-- � — -- _ — — — — — — —__ — — — — -- --- a �4 - N -- - --- - - _ - - - 86 - - -- - - - - - 1 - --- - -- - -- -- --- - - -- --- -- - - - t - -- - _ - - ---- - - --- - _--- _ 855 -- - - -- - _ 855 - 100 90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 104+ 50 870 _ I - -Y- ---- - 870 865 - - _ - - - 865 - -- - - - ---- - - - -- 860 - - - -- 860 ---- - - - - - - - - j _ - --- - - - --- -- - _ _ - -- - - -- - - T -- -- - -- � 855 - - - - -- - -- - - - (D c - _ r - - - - - aD-��oc3 -- - - - 855 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 - 104+ 00 870 - -- --- ___- 870 — —- -- — — 865 - - - -- 865 860 - - - - - - - -- - - - - - - - - 860 - - -- - -- 855 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 103 + 50 - _ -- - - 870 - - -- - - --- -- ---- - - - - -- -- - - - - -- ---- - _- 870 865 - - - -- - _ - --_ - - - --- - --- - _ -- - -- -:- - - 865 860 - - - -- - -- -- - - - - - 2' " --- -- - - - - - _ _ -- 860 855 ----- - - --- - - -- - - (0 - - --- -- - - --- - - - - -- - -- -- - 855 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 - - 103 - 00 870 - - - - -- _ - --� ---- -- - -_ - _ --- - -- - -- - - -- - - - - 870 865 865 860 - - _ - -- - - - - - - 860 -- 855 -- - - - -- - t - - -_ - - -- - - - -- 855 850 - ---- - � --- --�- - - __ _- - --- -- - - - -- - - - - - _-°° -0° - - - __ - - _ --- ----- - -- - - ----- - - - - _ - - - - 850 a -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 0 N N O O N m m O F m 3 HORIZONTAL SCALE BRIDGE FlLE o Historic Fort Harrison RECOMMENDED OF 1"=10' CA co 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION co Indianapolis, Indiana DESIGN ENGINEER DATE 46216-1037 1 =10 SPRING MILL ROAD SURVEY BOOK SHEETS 3 • 1-800-898-0332 19 E 37 DESIGNED: ' SSB DRAWN: JJP 0 317-826-7100 CD,� Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: SSB ��� SEC110NS "UNE B" CONTRACT PROJECT co 04-02 N , Q 107 + 50 875 -- --- -- -- - - - - I- 875 870 -- - -- - - -- - -- _ - - ---- - -- - - - - 870 865 -- -- 1- - --- --- - - - - - I -- -- CO j� - - - -- - - -- - - -_ - - -- -_- - - - 860 - - 1 - --- - - -_ -- - - --- _ f -- -- - -- - - I —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 107 + 00 875 -- ---- - -- - - 870 - - 870 86 5 - - - - - - -- - - -- -- -- --_ - - -- 865 860 - -- - - - - -- - -- - -- --- - - --- - - -: - - : ---- -: _ - - { 860 855 855 j - - - - - - ------ oa- oa - - - -100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 106 + 50 875 E - --- - - -- J - -- --- -- ' - - -- - - -- 4 -- _ _— -- - - � ---- _ - � _ - - _ 875 ---- - - ---870 -- - - - E -- --_ - - - - _ - -- --- -- - 870 86 5 - -- - --- --- - ---- - -- - - -- - — -_ - - 86 - -- 860 - -- - - ----- - - - -- --- _ 21" - -- - - - - _---- - -- - 860 855 : ---------- _- -- - - -- -- - - - 855 - - - —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 106 + 00 875 - - - - - - - - --- - --- - - - - 5 870 ----- -- - -_ - - __ __- _ - __ _-__ - -- � - - -- --- 870 865 - - -- - - - - _- . - ---_ -- -- -- : -_ - — -- _-- - - 865 - -- - - - - - -- --- -- - ---- - - - -- 860 - - - - -- - - - - - - -- ---- -- - 860 855 855 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 105 - 50 870 870 865 - - - 865 - - - - - - - -- 860 - -- LO - -- - - - - - - - -- -' 855 : -- -- - - - - -°p- _ -- - co 855 N —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 4.0 50 60 70 80 90 0 O N r m N O m 3 HORIZONTAL SCALE BRIDGE FILE o Historic Fort Harrison RECOMMENDED OF 1"=1 0' co 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION LO Indianapolis, Indiana DESIGN ENGINEER DATE _ 46216-1037 1 10 • 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS N 317-826-7100 20 of 37 Q CHECKED: JJV CHECKED: SSB ��� SEC110NS "UNE 6" CONTRACT PROJECT 0 00 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-02 Y i Q. 110 - 00 880 -- -- - - --- - - - - -- --- -- - - - - ----T - - -- - -- 880 875 - - - - -- -- - - - -I- - -- - - - - - - - -- - x - -- _- - -- - - - - --- 875 mik - -- - - -- - 870 - } - -- - -- -- -- 1 _ - - -- - 870 - -- -- 865 - - - -- - - - - - - - --- -- - - - - - - - -_- __ - - - - - - } 865 860 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 109 - 50 875 -- } - - f - -- -- i 875 - - 870 -- - - -- --- - - - - - -- - - -- t -- _ - -- -- -- I - -- - --- - -� 870 0 - - - 865 - -- - -- 865 - - - - - -- --- - - 1 -- - - - - _ - - -- - - -- 860 Lo � -+ 855 = - - - --- - -- -- _ r- --- - - - - _ - -- - - -- -- -- - 1 - - l - 855 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 109 + 00 875 � _ _ _ -- ____ _ � _ --- � __ - __ _ - -- -- -_ - _ - - - - � 875 870 - - ---- - - - --- -- - - --__ _ _ - ---- - 870 865 - - - - - - - �, -- - - _ _ - -- -_- - - - - - -- -t 1 865 860 - - - - - - - - 860 855 � --_ _ - __ - - -- - - + -_ - - _ -_ - _- ---- - - - ---- - _ - -_ - __- _ -- - - - _ -- 855 -- -- o°=-e_ -- - - - - - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 108 - 50 875 - -- - - - -- - - -- -- ; -- - - -- - - - - - -- - -- --- - -- ---- - - --- ------- - - - --I-- 875 870 � - - - __- __ - --- - - - - - - - -- -___ 870 -- - - - 865 - - - + - - -- - �� - - - - -- ' -- - - - _ - - -- - --- -- 860 --- --- - - - - °- °° _ --- --- 1 __- - - --- -- - -- - -- _� ---- 860 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 108 + 00 875 -- -- - - -- - - - - - - - C - -_ __-- - E -- ------- - - - - - - 875 - - - - - - 870 ---- --- - -- +- - - - - -- 865 - 860 - - - -- - - -- - c�' ao e _--- -- -_ 860 N -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 N O O N ti m ('7 O 6i F- HORIZONTAL SCALE BRIDGE FILE o Historic Fort Harrison RECOMMENDED C OF 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DATE 1 =10 46216-1037 3 SURVEY BOOK SHEETS 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD N 317-826-7100 21 of 37 CD ° CROSS SECTIONS "UNE B" CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: $SB 04-02 v a 112 + 50 880 _- f - _ _ _ - 00:� 880 875 - x - -- - - -- 875 870 --- - - - _ - - - - - -- --_ -- - - -. - - --1 — ----- - - -- 870 86 5 -- - - - - -- -(0 _ - _ _ _ __ --- _ -- 865 - _ 860 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 112 + 00 880 - - _ - - - - - -- - - _ - - - - - 880 t -- - - - _ _ - - 50: 1 - -- - - - - 875 --- - , -- - - - - - - - 875 870 - - £} 18- - -- - - - - 870 865 -- _ - - - __ - - - - - - - - --- - - 865 86 0 - - - _ 1 1= - - - -- - - - - - - - - - 0 - - 80 860 -60 50 40 30 20 10 0 10 20 30 40 50 60- 7 111 - 50 - - -- _ - T - -- - - - - - --- - - _ -- - 880 875 _-- - C=4 -- - - - - - - - - _ - - - - 865 - - - - - ---- -- - -60 -50 -40 -30 -20 -10 0 10 20 30 40 - -50 60 70 80 860 -- 111 - 00 - - 8 - - -- - 80 - - - - - 880 875 - - - --- --- - _ _ - - -- k - -- --- -- _ _ - - - - ---- --�_ - - --- = - -- - --- - - _ - - _ 870 865 - - - -- - -ao- 865 - { --- 860 - - - - yo-- - - - -_ _ 860 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 110 - 50 880 _ -- - - -- -- - - - _ -- - - - - - - - - 880 875 - - --- -- -- - 875 - - -- - - _ - - - - - -- 1 870 865 - -- -- - - - _ --- --- -- - - _--_ - -- - - 865 860 - t - -- _ _ - - _ - __ -r- _ oa-1 co_ -- - - -40 -30 -20 -10 0 10 20 30 40 50 60 - 70 - 80 90 860 Historic Fort Harrison RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 8901 Otis Avenue FOR APPROVAL urrY OF 1-=10' Indianapolis, Indiana DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION 46216-1037 1 =10 • 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SURVEY BOOK SHEETS 317-826-7100 SPRING MILL ROAD 22 of 37 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: $$B CROSS SECTIONS "UNE 6� CONTRACT PROJECT L 04-02 115 + 00 880 - :: -i -- --- -- -- - - - fi-- 880 - 875 - _— -4-0. - -- 875 - -- - _ - „ --- - -- - - - 870 _ - 865 865 8 --- -� -- - ---- _ -- - 60 860 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 114 - 50 880 - T ------ - - - - -- - - - - - - - 880 - a 875 875 -- -- - a 870 870 - l o s L - - _ --- --- - - - -- -- - - - 865 - - - - -- - _- - 86 0 - - - _ - -_ - - - -- -- fi=-- -- - - - - -_ 860 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 114- 00 880 -- - - --- - -- - - -- - --- 880 875 - _ - - - -- - - -- -- --- - - - - - - 875 870 865 - - - - -- - - - 865 0 - 0o-86 - - - -- - - _ _ - -- - -- - 860 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 113 + 50 880 - - -� - --- - 880 - - - ---- - 875 J - -- - - - 875 870 - - - - 87 865 - - - _ - 860 -- -0o � o _ -_ - - - - - - 860 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 113 - 00 880 - - - - - 875 - -- --- -- _- - - -- - - - 875 870 -- -_ 870 -___ 865 860 - _ - - -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8 860 0 n HORIZONTAL SCALE BRIDGE FILE ' Historic Fort Harrison RECOMMENDED OF 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION ' Indianapolis, Indiana A DESIGN ENGINEER DAIS 1 =10 ' 46216-1037 n • 317-826-7100 8 32 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS 23 of 37 CHECKED: JJV CHECKED: SSB �O� SEC��S �uN CONTRACT PROJECT ' Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. E g 04-02 Q 117 + 50 880 477 - 10-1-7V -- -- -- - _ - ---_ - 880 875 _--- -- - _ -- -- 875 -- - - --- 870 - - - - - -_ - -- - - - - -- - - - - _� -- - - - 870 - - - - - - -- -- - 865 860 ---- - - - - -- - -- J - - - r � 100 -- - - - - - 860 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 117 + 00 - --- - -- - SD: - - -- - �- 12: 1 - { - - -- - 880 875 - - - - - - _ - -- - - - 875 870 - =0 ► - = 1 - - I - - - - - - - - -- - -- 1 - - - _ - - - - - - - 87 -- _ - - - 865 - - - 865 860 ---- - -- - - -70 60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8' 860 0 5 116 - 50 880 -- - - - - - sso -- — ----- 875 - -- - - - - - - - - - - :- - 5 - - - 87 870 - - =-p - - - - -- -- -- _ - - 870 - - — - - - -- - 8 - -- --�. 860 - _ - - - - - - --_ - ==-°p_ - - -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 116 + 00 880 - - - - - - -- - X 875 - - - - 75 870 - - 870 - - - -- _ -�-� -- --- - 865 - --t 860 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 115 + 50 - T - sso sso T 875 - -- - - - - - - --- - i - - - - - - - : - -- - -- _ - - - - 875 -- 870 --- - --- -- --- - -- - - - - - - - - - - - - 8 7 0 L 865 - - - -- _ _- -- - +00 - - -- - 865 ri -- - ii� -- - - - - - 860 -- _ __ - -� - - - - - - tt _ _ J 860 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 V n 0 n T HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison RECOMMENDED C �F 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION r Indianapolis, Indiana P DESIGN ENGINEER DAIS 1 =10' n 46216-1037 a • 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS ��s , 317-826-7100 24 of 37. Formerly Schneider Engineering Corp. HECKED: JJV CHECKED: SSB CROSS SEC�ONS "UNE B� CONTRACT PROJECT i Y g' g p. Bohlen, Meyer, Gibson & Assoc. m� . Q 04-02 - 120 + 00 - - -- - 885 - - 885 880 -- -- - - - - - - - - - - - - - - - - -_ - _ -- - -- -- - - -- 880 875 - - - - - - - - - - - -- -- - _ o Ilx r - -- - - -- -- - - - - - - - - = - - - _- - - - - -- 875 sa - -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 110 + 50 -- - - - - - 885 - - - - -- - - 885 _ 880 -- - -- - 875 - -- - -- - - - -- -- - - - _ 75 - - 870 - - - _ =--1 - - - o0 Loo -_ _ i rt- -- 870 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 110 + 00 885 - - - - - -- -- - - - - 885 880 -- - - - - - -- - - - - t - x - -- 880 875 - ------ --- - - - - - 87 870 _ - - __ - - —_ - -- - -- -- - -- - - -- - - - - 870 oci 865 - - - - - - -- -- - - - 865 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 118 + 50 885 - - - -- - - - - _ _ - - 885 - - - - -- - - -- - 875 ---- - - - - _ - - - -- - - - - - 875 870 - - 870 865 - - - - - --- «0- - -- - --- - - - - _ 865 860 - -�- - - - - r -- -- JE - - - - - - -- - - -- _ - - - - - -- - - - 860 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 118 + 00 885 - - - - _ -- - - - _ --- -- - -- - - - - - 885 T 880 --- - - - ---------- -- - - -- - - - - - ------ - - - - - - - - - - - - -- - - -- _ - - --- - - - -- - --- - 870 '- 865 -- _ - - -- - - - . 865 860 - - - -90 80 - 70 60 - -50 - - - -40- -- -30- - -20- -10 - 0- - 10 -- - 20 -30 40 50 60 70 - _ 860 0 80 r HORIZONTAL SCALE BRIDGE FILE ' Historic Fort Harrison RECOMMENDED ` �F 1"-10� 8901 Otis Avenue ' FOR APPROVAL VERTICAL SCALE DESIGNATION ' Indianapolis, Indiana DESIGN ENGINEER DATE n 46216-1037 1 =10 • 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SURVEY BOOK SHEETS 317-826-7100 RING MILL ROAD 25 of 37 ' Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: SSB �0� SECTIONS "UNE B" CONTRACT PROJECT _j I: Q 04-02 122 + 00 - - 885 885 - --- - - -- - _ - - - - -- -- 880 - - - - - - - 875 - -- - - - - o - - - - 875 - - - _ 870 f - - - - -- - _- 70 -'- - -- - --- 8 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 121 - 50 890 I - - - - _ - - -- -- - - a 890 -- - - - - - _ -- - - - -- 885 - - - --- - = -_ 85 - 880 - - - - -- - -- - - - - 880 -- - 875 - - - - -- -- - - - - -- - - - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 121 - 00 890 -- - - _ - - - - - - -- - -T= -- _ _ - -- - - _ - - 890 - - - - AREAS VOLUMES CUMULATIVE VOLUMES STATION Square Feet Cubic Yards Cubic Yards CUT FILL CUT FILL CUT FILL 108+00 15.17 0.00 108+50 31.63 1.00 43.33 0.93 43.33 0.93 109+00 29.88 2.41 56.96 3.16 100.30 4.09 109+50 33.97 1.62 59.12 3.74 159.42 7.83 110+00 47.81 8.00 75.72 8.91 235.14 16.74 110+50 103.94 0.00 140.51 7.41 375.65 24.15 111+00 157.98 0.00 242.52 0.00 618.17 24.15 111+50 146.89 0.00 282.29 0.00 900.46 24.15 112+00 85.33 1.92 215.02 1.78 1115.48 25.92 1 24+ 00 112+50 44.80 17.56 120.50 18.04 1235.98 43.96 76.78 43.93 1312.75 87.89 - ---- 113+ .1 _ � - - _ -- - � 00 38 2 29.88 --- 78.33 48.15 1391.09 136.04 _--� ----- - - : _ _ _- - --i--- 1.00:1_ _ T - � - -- - - $: 1 - _ ---- �- -- -- - - -- - 880 - - - - -- - - - - - -- - -- - -_ 880 113+50 46.48 22.11 -- - - 96.23 34.20 1487.32 170.23 - --- ---- 114+00 57.45 14.82 - -- - 105.40 30.19 592.72 200.42 875 - -- T - - - t -: - - - - - -- _ - - - - 875 114+50 56.38 17.79 111.11 30.91 1703.83 231.33 �_� 870 -� -- _� _ - - - -�- � __ __ - - -- __ -- � _- --- ___ : 870 120.78 23.86 1824.61 255.18 + 15 59 - 115+50 66.82 10.18 129.59 16.10 1954.20 271.28 - 116+00 73.14 7.20 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 116+50 78.84 7.09 140.72 13.23 2094.92 284.51 117+00 78.57 6.74 145.75 12.80 2240.67 297.31 117+50 83.86 7.63 150.40 13.30 2391.07 310.61 123 + 50 118+00 86.31 7.40 157.56 13.92 2548.64 324.52 118+50 67.84 9.13 142.74 15.31 2691.37 339.84 - - _ - - - i - _ -- -- - -- -- - 100.93 30.31 2792.30 370.15 -- 1_Q0: - - -- - ---- - 8: 1 I - __ - - __ __ - ---- 119+00 41.16 23.60 880 _ - - -- - - - - - __- - : - -- -- - 67.22 46.96 2859.52 417.11 -- - - - - - - -- ---- - - - - , - -- �__ 880 119+50 31.43 27.12 53.83 55.12 2913.35 472.23 875 = -- - - _- - - -- - _ - - -- - - _ _ - 875 120+00 26.71 32.42 - j- - - __ -- - - - - - I - t -- - 58.86 48.84 2972.22 521.07 - -- - - -� -- -- -- 120+50 36.87 20.33 870 870 120+75 50.70 11.82 40 54 14 89 3012 76 535 96 - - - - - - - ---- 44 2 r- - _-- - - - _ --: _ ---- -- 120+90 64.32 12.97 85 -- - - - - - - --- - - - - - - - - _ -- _ -_ - - - --- --- - -- 25.68 3.71 3070.39 546.56 - -80 -70 60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 121+00 74.35 7.08 180.72 7.17 3251.10 553.73 121+50 120.82 0.67 122+00 63.25 8.79 170.43 8.76 3421.54 562.49 82.31 23.28 3503.84 585.77 122+50 25.64 16.35 123 + 00 123+00 23.29 28.13 45.31 41.19 3549.15 626.96 885 --_ _ 46.05 43.04 3595.21 670.00 8: 1 } - - - - - 123+50 26.45 18.35 - - - - - 124+00 32.83 17.38 54.89 33 09 3650.09 703.09 880 --- - --- - - :-: - -_ - - __ - - - ; : 880 0.00 0.00 3650.09 703.09 875 - - - - :: - --- - -- -- _ - - -- --- --- - - 875 - - -- 01 870 � - _ - -- - { - -�- - - - - -: } - :: _ -- --- = 870 - 865 T --- --� - - - - -- - 865 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 122 - 50 885 ---- - -- - - ---- - - - - - _ -- -- : 8:1 - _ -: -- - - - - -- --- 885 - -- - - -_ - - X -- - - .-. 880 F --- - - - - - _ - - --- 880 r --- -_ - - - ------ - - -- - -- - ---- 875 - - --- - - - - _ 875 870 - - -- - - - - - -- - ---- 870 C&----- --- _ -- - ---- - ---1. _ - 100 - _ ------ - - -- -- ------ -- -- -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 L 0 N V O O N r m 6? O O N HORIZONTAL SCALE BRIDGE FILE o Historic Fort Harrison RECOMMENDED �F 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION co Indianapolis, Indiana DESIGN ENGINEER DATE 1 =10' f4l 46216-1037 3 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS 317-826-7100 27 of 37 ° CHECKED: JJV CHECKED: SSB CR SECTIONS "UNE B" CONTRACT PROJECT 00 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-02 co i Q. ...._......_....._.. 128 + 50 - - - -- - S SSo So - - -4 875 7 - -- t_ - - - -- - -- - - - - - -- 875 870 --- -- - - - -r - - - - - - - -- 870 to --- - - ---- 865 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 128 + 00 880 _ -- --- - - - - - - - - --- - — --- - -- 880 875 - �- - -- - __ -TL- i 875 - - - - - 131 + 00 880 - - - - - - - - - 880 875 - _ -- - - - - - -- - - - - - 875 - - - - - - -- 870 - -- - - - - -_ - -- 870 865 - _ - - -- _ -- -� - - - - - _ - -- - -- -_ 865 ----- -- 0010 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 130 + 50 880 -- - - - - - - - - - -. -- 880 { 875 =-- -- --- - -- - - - - - -- --- - -- - - - - -- - - ------ 875 870 E - -- 870 -- -- 865 865 00 00 -- - -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 130 + 35 880 G - ' - ; _- 1 - - 880 -- — T 875 --- -- - - - - - - -- - - - - - 875 870 -- - -- - _ --- - 865 - ---- -- - - - - - - - -- - _ - - _ - 865 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 130 + 00 880 - ---- - - - - - -- - _ _ _ - - 880 — — — — — — — — 875 ---- ------ - -- -- -- -- - -- -- - - - - - - - -- _ - - — : - 875 870 '_ - - _ - - ---__ --- - -T -_ - - --- - - - - -- -- - — - t - - �- - _ - -- --- 865 --- - -- -- --- --- ¢ - - --- 865 _ f -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 129 + 50 880 875 a ,_ - _ _- _ - - - _ _-- - ---- --- --__- --- — -_ 875 870 - - $--- -- - -- _ - - - - - - -- - - - - - : _ 870 - CN! a C) - 1 -- - ___ 865 00 i 865 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 129 + 00 880 -- - - _ _ - - - --- _ - - ! - -- - - -- 880 875 - - -- - -- - - - -- - - - - -- ---- _ 875 - - -- -- - -- -— -- ---- — ----- — ------- 0 870 -_ -_ - - - -: - -- - - - - -= 870 co Nt - - - -- -- -- - - - - -- - ---- - - - - - _:- - -- - - CN 865 - - - - -- } --- _ - - -- - _ _ -- - 865 m -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 a= r M HORIZONTAL SCALE BRIDGE FILE o Historic Fort Harrison RECOMMENDED �F 1"=10' 0) 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Ln Indianapolis, Indiana DESIGN ENGINEER DATE 1"=1 0 7t 46216-1037 • 317-826-7100-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING DILL READ SURVEY BOOK 29 SHEETS 37 ° CHECKED: JJV CHECKED: SSB CROSS SEC11ONS "LINE PR-B1 CONTRACT PROJECT 00 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04_02 r� v a AREAS VOLUME'S CUMULATIVE VOLUMES STATION Square Feet Cubic Yards Cubic Yards CUT FILL CUT FILL CUT FILL 124+50 0.00 0.00 125+00 27.18 23.93 25.23 22.13 25.23 22.13 125+50 10.41 63.10 35.10 80.27 60.33 102.39 125+84.18 2.29 110.53 8.04 109.90 68.37 212.29 0.00 0.00 68.37 212.29 AREAS VOLUMES CUMULATIVE' VOLUMES 133 + 00 STATION S uare Feet Cubic Yards Cubic Yards _ - - - - -_ - ---- -- _ -- - - -- _ - - - CUT FILL CUT FILL CUT FILL 880 -- -- �- - -- - _ - - -- - - - 880 127+34.11 0.00 7.92 -_ --- - � _ � - -- -TT _ _ - � -- -_� _ - _� _ _ �_ - = 127+50 9.90 88.74 2.91 28.44 2.91 28.44 875 - -- - ---- -- - - -- -- 875 21.41 117.61 24.33 146.05 -- - _ - - - - - - - - 128+00 13.22 38.28 - -- --- _ - � 12.24 103.27 36.57 249.32 128+50 0.00 73.25 870 - -- - - - _- - -- 870 0.00 195.29 36.57 444.61 129+00 0.00 135.74 - - - - - - _ _ -_ - -- - - - 0.00 266.32 36.57 710.93 865 - - - _ ,,� a -. -- - - -- 865 29+50 0.00 151.89 1 �- - - - _ - - -_ 0.00 290.92 36.57 1001.85 - - - -- - - --- -- - - - - --- 130+00 0.00 162.31 -� ,off- - - -- -� -- - l - - � 218.53 36.57 1220.38 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 130+35 0.00 174.86 130+50 0.00 78.33 0.00 70.33 36.57 1290.72 131+00 0.00 59.69 0.00 127.80 36.57 1418.51 131+50 0.00 33.77 0.00 86.54 36.57 1505.06 132+00 6.90 8.87 6.39 39.49 42.96 1544.54 26.60 8.22 69.55 1552.76 132+50 21.83 0.00 132 + 50 133+00 0.00 0.00 20.21 0.00 89.76 1552.76 - ---- - - 0.00 0.00 89.76 1552.76 -- -- - - 875 �_ - --- -_ - -- - - -- --- -- -_ __ 875 , - - - - - - 870 -- - --- - _ - - -- - 870 1 865 - - - - -- - - - __ _ < - - --- - --- -- -- --- _ 865 rte= vi- 860 - - ---- - oo - - - - - 860 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 132 + 00 880 880 --- +-- -- 875 -- -- - -- - - -- --- - _-- - 875 870 _ - -i - - - - - -- 870 865 �CN�+�- _ - -_ _ _ 865 - - -00 OCY- - - - -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 K 131 - 50 875 ! �__ _ _� - _ - _� � _:_- ___- - __- - - _ -- - - ___ ===a - - _ _ _ _ - --r- - - _ --- - - -- --- 875 870 - -- - - __-- _ - - - - - - - 870 -- - - - - --4 -- - - - - - -- _ - 865 - - -- --- - - - -- -- - - - -_ 865 - - - -- -ao - - - - -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 7 N V O O N ti m N O F- m HORIZONTAL SCALE BRIDGE FILE 3 Historic Fort Harrison RECOMMENDED C OF � � 1"=10' Y' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION co Lo Indianapolis, Indiana DESIGN ENGINEER DATE 1 =10 46216-1037 V) 10 N 317-826-08 7100 32 DESIGNED: SSB DRAWN: JJP SPRING MILL READ suRVEY BOOK 30 sH� 37 0 CHECKED: JJV CHECKED: SSB �Q� SECTIONS "UNE PR-61 CONTRACT PROJECT co 1 LO Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-02 v v Q 296 + 00 - - - - - -- 1 - - -_ - --- — -- - --- - - - - - 885 885 -- -- -- -- -- - -- - ; -- -- t - -- - - -- -- -- -: _ - - 880 - - -- - 880 - - - - - -- — - - _ - - --- -- - -- - i 875 - : - _ - - --- -- - -� -� -- - - 870 - - - - -- - _ - -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 295 + 50 - -- -- - - 885 - ---'i - - -- - _:_ - - - _- -- - - - - -- - - - - -- - - -- - - - -- - ---- - 880 _- r - - - - --- - - - - - - - 880 - --- - - -- 875 - 875 - - -- - - I- ao 00 - -- --- - - - - - - - 1 --- 870 - - 870 -- - - - -90 80 -70 -60 -50 40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 295 + 00 - - - -- -- - - �- - - - - --_ - - 7- - - - 885 - - - - - - - - - - -- - - - - - - - -- -- -- - - -- -- t - -- _ -- -- -= - - - - _ --- - - --- 880 880 - - 875 - - � - - - - - - - - ff - - - I ;- - � - _ -- -- - -- --- - 870 870 � - _ _ - - - - - - - - - -90 -80 -70 -60 -50 -40 -30 -20 10 0 10 20 30 40 50 60 70 8 294+- 50 - 885 885 - - _ _- - - - -- ----- _ - - - - - - 880 -- -- - - 1- : - -- - - - - - - - - -_- - - -- - _ - 875 -- - - - - -- - - - --- -- -- + - I _- --- - - - - - - -- - - {--- - 870 870 60 70 80 - - - - - 1--- - -80 -70 -60 50 -40 -30 -20 -10 0 10 20 30 40 50 294-+ 00 - -- - -- - - - ---- -- - - - -- : - - - - - - - -� - _ _---- - - -: - _- 885 885 - - - -- - - - 880 880 - _ -- - - -- - - - - - - - -- - a 8 - - _ - 875 - - - - - - -- - -- - - - - _ - -°a -- - -- -- - --- - _-- 870 -- - -- - -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 293 + 61 _ _ - -- - _ - - �� 885 885 - - --- - - 298 + 50 880 - - - - 880 - f 875 --- - - -- -- - - - - - - - - E - - -- - --- - - - 875 870 - - - _ - -- - - -LO - - - - - - _ -- 870 865 - -- - -- - - 865 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 298 -+ 00 — a 880 _ _- -fi - - - - _ _- - - - - -- - --- -- - - - - - - -- . - - -_ - - - � - 880 - -T - - - - - - -- - 875 - - - - - - -- - - -- - _ -- - _ - - - -- - - - - -- - - _ - - - -- _- - - _ -- 875 870 F - - - - -- - - - - - - oo- -- - - --1 - - �- - - u6 lLci -- � � � 00- 870 —70 60 —50 —40 —30 —20 —10 0 10 20 - 30 40 - 50 - 60 - - - 70- 80 - -- 90 100 297 + 50 880 - - --{ -- - - - - -- 880 875 -- - - - - - - - _ 875 870 - _ - -- - - - - -._- - _ _ - - 870 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 297 + 00 880 - _ - 880 875 - - - - - - -- - -- - - - - - - 870 - -- - - - -- - - - - - - - -- --- - {{ - - 870 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 296 + 50 885 - - - - T 885 - - _- 880 - - - _ - - _ --- - -_ - - ---- --- -- - - - - -- - 880 875 - - 875 870 - — - - - -- -- -- - -- - i:-- _ 870 0 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 296 + 45 885 - - 885 880 -- _ 880 - - - - -- - - - - 875 - -- -- -- - - - -- __ -- - - - - oQ-1 oa -- - - = 870 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison RECOMMENDED CM �F 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNA110N Indianapolis, Indiana DESIGN ENGINEER DATE 1 =10 46216-1037 S • 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS 317-826-7100 32 of 37 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: SSB CROSS SEC11ONS wUNE PR—A1,W* CONTRACT PROJECT Q 04-02 302 + 56 . 50 880 - - - - - - - -- -- - -- - -- - -- ! - - -- - 880 r 875 - } - - - ---_t =- - - - - -- _ - -- - 875 870 - - -- -- - --- - - - - ---- - - - --- _ _ --- -- - - ---- - -*- - - - - 870 865 - -- 1 - - -- - 865 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 302 + 50 880 -- - --- --- - - -- ---- 880 - - - -- - - -� - - -__ - - - - - - - --- - - _- - 875 - - - - - - - - - -- - , - - ----- --- --+ ---- --- - - ---- 875 870 _ - -- - --- - _ - - - - - - -- __ - 870 - -- - - - - - - --c� - -- - --- - - - - - - - - - -- - - - - --- - -- 865 -- - - - - - 865 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 302 + 00 880 - -- - - - - - _ - - -- -- _--- _ - _ - - - - - _ - - 880 875 - -- - - -- _ --- - -- - - -- ---- - - 875 -- - - 870 -- -- - - © - _- - a3 - 870 - -- - - -- - - co- - -- - - - - - -- - - - - - - ---- - '� r�- - - -- - - ----- - - - - - -- 865 _- - - - -- - _: - - - - t - - _-:- --- :---- ---- _ - -- - 1 -- --- -- 865 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 301 - 50 880 - - - - - - - - - - - - - - - -- -- - - 880 - - - - 875 --- - _ - --- - - - - - --- -- - - --- - 875 - - - -- - 870 - --- - - -- ------- - - - - -- - - 870 865 __ _ -- - - _ - - - - - --°_ oo-- -- -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 301 - 00 880 � - --- - - -- -- __ _ � -_ 880 875 - - _ +_ - - - - -_ - - - 875 - 870 oo-- - -- - - - - - -- -- - - -- -- - - - 870 - --_ - - -- 865 - -- - - _ - - - �M _ - -- -- - -- -- 865 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 299 + 00 880 -- - - - -- ±-- - - - - - -- - 880 875 -- - - - - - - - -- --- - - 304+ 50 875 875 - r - - - -- - - 870 - - - -- -- - - -- - - - - - ------ 870 865 - - 4 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 304+ 26 - - - - - - - - 875 875 870 : .. - - !- - - - -- - --: - - - --- - --_ --- -- -- - _ -- �- - _ -_ - - - - --- 870 865 -- - - - - - - - - - - 865 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 304+ 00 875 - - -- - - - - - -- - --- - - - - -- 875 870 i -C -- - - --- - : 870 - - rl - - - 865 - _ _ -_. -- _ - j 1 --- 865 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 303 + 50 875 - - - -- - -- - _ - - 875 870 ±-------------- --- -- -- - - - -- - -- -- - - _-- - i-- - - - - 870 865 - --- - -- - - - - -_ - - - - ---- 865 r 00- 00 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 303 + 08 - - - - -- --- -- -__ -- -- - - - 880 � - __- 875 - - - - - ---- - - - -- - - - -- - - - - - --- - 875 870 --- - --- -- - 870 865 -_a�-�V - -- --- - - ---- — _ -_ -- - 865 -- - -- -80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 303 + 00 880 -- - - - -- - 875 - - - - ---- -- --- E - - - -- - - - - - - _ - - -- --- --- 875 o 870 Lo 870 - --- -- - - - -- - 865 - - -- - - --- i- - - - _ - - -- - 86 5 � 4 o _ —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 Q CD d7 HORIZONTAL SCALE BRIDGE FILE o Historic Fort Harrison RECOMMENDED aff �F 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION co Indianapolis, Indiana DESIGN ENGINEER DAIS 1 =10 46216-1037 3 • 1-800-898-0332 DESIGNED: DJS DRAWN: JJP SPRINGMILL ROAD SURVEY BOOK SHEETS N 317-826-7100 34 of 37 C) CHECKED: JJV CHECKED: DJS CROSS SECTIONS "UNE PR-A136� CONTRACT PROJECT co Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04.02 co v Y d' i Q 306 + 50 875 r - - -- -- - =-i - - -- - -- - - - 875 870 --- -- ! - - -- -- - - - - - -- - - -- - - - - - 870 865 865 - - -r 860 - - - - --- - - _ --- -- - - - --- - - _ - - - - 860 --- - - I -- 855 - - - - -- _ - - � _ -- - - i j - _ - 855 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 306 + 00 875 - - - - - - - -i -- 875 870 _- - --- -- 1 - - - - - � 870 --- 1 - --- - - -- - - - _ - -- 865 - - - - -- - - - 860 -- - -- -- - -- -- - __ - - 0 - - -- - 860 � � AS VOLUMES CtiMIJLATIYE VOLUMES - - - - - -- - - - - - - -- 855 S uarFeet Cubic Yards Cubic Yards� 855 I -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CUT FILL CUT FELL CUT F?LL 293+61 3.38 46.17 294+00 4.56 34.89 5.73 58.54 5.73 58.54 .294+50 14.99 26.04 18.10 56.41 23.83 114.96 305 + 50 295+00 24.91 20.49 36.94 43.08 60.78 158.03 -- -- - - -- -- - t - - ----- - -- - -- -- -- - - - _ - - 295+50 31.50 16.83 52.23 34.55 113.01 192.59 875 - - - -- --- -- - 875 r- - - _ -- --- - - ��- - - - - - - --- - - - ---- _ -= 296+00 42.99 11.13 97 25.89 181.98 218.47 870 87G 296+45 47.05 6.82 75.03 14.95 257.01 233.43 - - --- 8.34 1.32 265.34 234.75 - - -- - - - -- - 296+50 42.98 7.40 - -- t - -- - ----- - - T - - - - - - - - --- - - - - 11 + 958 10 92 . 27 9 2 � 2 � 885 ;-- -- _ -- --_ _- , - ---- 3 -- -- - - - - - -- - -- - 885 885 - - - - -- - - - - - - - - - - --- - 885 - - - - - -- - -- - - - - _ - 880 - -_ - - -- - - - - 880 - - _ 880 - - - - - - - _ -- 875 - - - - - 87 875 --- - - - - --- - 875 870 -- -- - - - 870 - -- - . - --- -- -- - -- - - -.-- - -- - - -- - - - - -- - 87 865 - --- - - - - - - - ao 00 - - - --- - - - - - - - --- _ _ - - - __ _ --- - 865 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 10 + 75 11 + 75 885 885 -- - - - - - - - - - - 885 - -- - - -- - -- - _- ---- 5 - - - 880 - - -- - ---- 880 -- - -- - -- _- - - - -- - - --- - - - _ 880 880 - - -- - - - -- 875 - -- 875 -- --_- - _ _ - -- 875 --- ---- - - 875 - - - - - - - - 870 --_ ao - - - _ _ - -- _:_ __ � - 870 F-- - -- -- ----- - -- - - _- __ - -_ -- � __ ---- - -- _ _ -- - - -- - --- - 870 - - - ---- - --- - - -� - - - ---� - - - -- -- - - - 870 865 865- - - - - -- - -- - ---_ - - - - - - -- _ - - - - --T- - -- _, - _ - - -_ - 865 . _ ---- -- - -- --� - _ ----00 -°° - ----_� - ----- _ - - - -- --- --� - - - - -, 865 - - _- - - � -- --- - —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 10 +- 50 11 + 50 - - - --- - 885 � - _ -- -_ -_- - - 885 JE- - - - - - - - - __._ 885 - - --- -- - --- I _._- - - --.- -I- -- __ _ _ - 880 880 - - __ _ --- - --- --_— _ 880 875 - - 875 - -- - - 875 _ - - - - __ 875 870 -- - 870 870 - -- � - - - - 870 - - --- - - - 865 ---- - - - -- _ _- - - -_ - ---- ---- -- - -- - _ -- - _ -- - _- - 865 -__- -- ,: - -� � - -- - ---� - - --_- - - - -- -_ 865 - - ---- - - - - - - 865 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 - -- - 10 + 25 11 + 25 88 -- _ _ - - - - - - -- -- 885 - 880 - - - =- 880 - 880 - 875 - - - 875 - - - - - - - -- --� - --- - -- - - - -- - - 875 - - - --- - - 870 - - ►� - - - - - - - - - - - - - -- - - -- _ - - - - -- --- - 870 - - --- - _ - - -- - -- - 870 - -- 1 865 ae 865 - - - - - - ---- ---- --,- - - -ems- - - --- - - - ---- ---- -- -- --- - -- =- -- i- -- - - -- -- - - - - - - - --- - - - - ---- - - -- - -- - -- - - - - - - _ - 86 5 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 10 + 00 11 + 00 885 - - --- - - - - - - - - -- -- - - - -- --- - 885 ----- --- --- - -- -- - -- - -- - - -- - - - - - - - - - - - - - - - - 85 880 -- - -_ - ---- - - - - - 880 - - - --- - --- ------ 88 g 875 -- - - -- - 875 - - - - --- - - - 870 - -- - - - -- - - - - -- _ - 70 - - - - - 0 865 - - -- - -_ : - --- - 1 865 --- -- - ._ - _ _ ---- -- _ _ - -- � - -- _ - -- - - -_ _-� 865 60 -50 40 30 20 10 0 1 865 - - - - - 0 20 30 40 50 60 70 80 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 J T m 3 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison RECOMMENDED C OF �� 1"=10 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DATE 1 =10 Ln 46216-1037 SPRING MILL ROAD SURVEY BOOK SHEET 3 • 1-800-898-0332 DESIGNED: SSB DRAWN: JJP 36 E 37 317-826-7100 CROSS SECTIONS "UNE C3" CONTRACT PROJECT sa Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: SSB 04-02 Y S Q AREAS VOLUMES CUMULATIVE VOLUMES STATION S uare Feet Cubic Yards Cubic Yards CUT FILL CUT FILL CUT FELL 10+00 9.56 239.38 10+25 11.98 266.31 -0.23 127.72 -0.23 127.72 12 + 80 . 67 10+50 28.49 251.16 3.38 135.54 3.16 263.26 10.37 96.52 13.53 359.79 885 - -- - - - -- - --- -- _ T T-- - 885 10+75 5.44 176.42 16.07 408.09 2 54 48 30 - -- - - ! - - - - -- --- -- - - - - -- 10+92.27 5.87 182.32 -- --- - - 1.46 28.95 17.53 437.04 880 - _ ---- I- � -- _ - - - - - 880 - - - - - - -- - - --- 11+00 1.18 237.40 - - -- ___ - - - - - - - _ -- - 35.50 105.24 53.03 542.28 - -- - - - _- _ - 11+25 52.23 210.95 875 - -- - 875 23.76 93.50 76.79 635.78 - - - - - I - - - -.- �- _ � - _ ' 11+50 48.35 215.42 22.03 96.16 98.82 731.94 - -- 870 - - - - --- - - _- - 11+75 49.43 224.63 870 13.58 76.18 112.39 808.12 - =r -- - - _ - - - - - - - - _ _ - - --- 11+93.58 36.79 236.93 - _ _ ' -- - 3.93 26.46 116.33 834.58 12+00 38.35 229.53 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 12+25 23.01 259.78 20.71 110.85 137.04 945.43 12+50 21.67 275.84 15.15 129.07 152.19 1074.50 36 40 259 12+75 23. . 11.50 128.88 163.70 1203.38 2 + 75 12+80.67 9.49 231.96 2.07 25.11 165.76 1228.49 5.21 76.08 170.97 1304.57 885 - _ - - - - - 885 13+00 14.73 226.77 - - - - - 11.79 102.97 182.76 1407.53 - -- - - 13+25 24.50 237.05 880 -- - - - - - - +-- -- - - _ -- ---