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Springmill Road (131st Street to 136th Street) (3) BOARD OF PUBLIC WORKS CARM E L, INDIANA Cil"Y OF CARMEL , INDIANA MAYOR JAMES BRAINARD PROJECT 04=02 LORI WATSON MARY ANN BURKE FOR SPRING MILL ROAD UTILITIES 131st F Rd Ni STREET TO 136th STREET Blue Ski, Ct ' � o 'j HAMILTON COUNTY y vi WATER: Carmel City Utilities Bennett Rd 1 Civic Square M C3" rJ e tag Q.d G m a �` Ponds Pointe Dr _ O � e � HOLEY MOLEY SAYS Carmel, IN 46032 ,_ - #- v J� 317-571-2451 1 Y,. . Q �� tt DON'T t 3 s III Creek Cta) Grace Dr A Q Off, _ SANITARY SEWER: _ lviln ,� - ._ , < DI n c� �o Nevele Ln Clay Township Regional Waste I Hauerstraw Dr � '- � ° - - BLIND" -- Q Adios Pass I l - - 10701 North College Avenue Sp` Ingrr�ill Ponds CIr -° W i 41 st St I _ 0 Carmel, IN 46280 ° Contact Person: Andy Kern 1 �Pngm41 Blvd �' j °' 317-844-9200 L cr op f� -v ,e Z i TELEPHONE: ~ate I -I Dr .. ` .. s Halc�a-le ITS THE LAW SBC �O� - Cl� _ - — — �a Dr CALL 2 WORKING DAYS BEFORE YOU DIG 5870 N College Avenue I � � '� � v' MbraLn Indianapolis, N 46220 0,'''o E Twelve Oaks _ _j X �� 1 -800-382-5544 Contact Person: Greg Cammack Brook MITI ,Ct A S TOLL FREE v Summer Hill Thor - - b i rd LI1 Q 0 PER INDIANA STATE LAW IC-8-1-26-1 U i L 317-252-5134 ' ET SEQ. AS AMENDED AND SUPPLEMENTED, r E F IT IS AGAINST THE LAW TO EXCAVATE D r (D ;, RO q1-'$gddl �'- SCALE 1„ = 1000' WITHOUT NOTIFYING THE UNDERGROUND Y � W S m O k LOCATION SERVICE TWO (2) WORKING Fax: 317-252-4013 _ � DAYS BEFORE COMMENCING WORK. W 136 CABLE: �h St Bright House Networks 3030 Roosevelt Avenue ' PROJEdT LOC' ATION Indianapolis, IN 46218 �� Qoµdg Contact Person: Ton Holmes � 1 cp 317-632-9077 Ext. 324 " ! � — • at` o / r e I NDEX e k ° burl Ly n n e Dr a� GAS: _ ' r a' o SHEET N DESIGNATION Vectren Energy Delivery b r> s -v, v S EE 0 P.O. Box 1700 a ! e� ? V-�v-IGO Dr -v'1 °o ai Noblesville, IN 46060 �` a�' t o • 2 1 TITLE SHEET Contact Person: Don Perdue v W 131 st St -- _ -_ _-- --- 317-776-5534 �- 1- - --- - � 2 TYPICAL SECTIONS & GENERAL NOTES _ cn'� -� rn Q PIPELINE: C. �' 1- merso 3 DETOUR FOR ROAD CLOSURES Nottln nay Panhandle Eastern Pipeline m '� Wilso 4-5 PLAN & PROFILE — LINE B V) P.O. Box 38 G / G' - o _ Dr' l nd � Bolin Ct c 6-7 PLAN & PROFILE — LINE PR—B1 Indianapolis, IN 46077 �, .moo P I v Contact Person: Mark Wood 17-733-3232 e �, Dorset Blvd � v ' 'College ',Way 3 .� A`I I '� ;" I o 8-9 PLAN & PROFILE — LINE "P 317 Fax: 317-733-3204 _ U 01 -� ._ a E � O� 'Q� `-�Ransbur D 9 � v Ki 10 CONSTRUCTION DETAILS ELECTRIC: o v Corer PSI .._ to .o gy� t = —__ _ i ' �,� --- v 12 11 PAVEMENT MARKING 8c SIG�lAGE PLAN -c '� 6th Transmission & Distribution o I ' � v 1619 West Deffenbaugh mbrooke Cir 12-15 STORMWATER POLLUTION PREVENTION PLAN North 'Claridge,--W-ay ° � Kokomo, IN 46902 I ; o - ��� `.Adams E 16 LIGHTING AND CONDUIT PLAN Contact Person: Carl Horoho - v o 765-454-6191 ' o �, o,. � v; 17-18 DATA TABLES v FIBER: �` Mayfair In ° � � v ��� 19-37 CROSS—SECTIONS FirstMile Helford Lrh v Helford Ln Suffolk L.n - —� " c� -- 750 Liberty Drive Creekwuod •-.r- 122nd_ St W v N 46074 - Ir:� 4� Dr w Westfield, Clay Contact Person: Jeff Lacer Clay S r1 s Y P 9 Dr r f 317-569-2806 y P �� a- n• r INDIANA DEPARTMENT OF TRANSPORTATION HAMIITON C UNTYj INDIANA STANDARD SPECIFICATIONS DATED 1999 TO BE USED WITH THESE PLANS D) Historic Fort Harrison PLANS �cisri%�SF` DESIGNATION 8901 Otis Avenue -- Indianapolis, irdiana PREPARED BY: THE SCHNEIDER CORPORATION No. 462,1 DATE 19300171 �'0-1037 � STATE OF � SHEETS Schneidw 1--800-898-0IJ32: � 0 �, 31 i 826-710() j,� �NaANP lz `�� 1 Of 37 > i CERTIFIED BY: ////� 1/ONAL 0 \\ CONTRACT PROJECT FF R AD PLANS � �__#ortuoais Schfie:der Engitwer aig ('orp. / Bohlen, Meyer, Gibson & Assoe. I DATE �///1111111\��� 04-02 r a 5b,d 1A I & *'L 1 =*w►A&A t a a ,&_*Ae ,Ole r# dellft /* 11_-� r A Concrete below this 6" R2" line may be poured 1" LINE "B" with the pavement. r1 Pavement Reinforcement LINE "PR-A136" 1 6" LINE "PR-B1" (SEE CONST. DETAILS) Variable 1 40.0' 40.0' c. to c. #4 Stirrup Bars ® 2'-0 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 - 16' 26 F - .16' 2 & VARIES PROFILE GRADE [2 �y- 2_y PROFILE GRADE [2 2% MAX. 31 INTEGRAL CONCRETE CURB 26 2� MAX. VARIES 2 �a VARIES 2� MPX- 26 - - - - -- - - - - - - - ---- SCALE: I D 26 26 D 15 S K 16 16 S K 15 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-B1" 2 [1] [2 TA. 127+34.17 TO STA. 130+35.00 LINE "PR-A136" " 24" TA. 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' 18.0' 2.0' 6.0' & 8.0' 6" y on VARIES 4% _ 4.0' 2.0' PROFILE GRADE 1 - 4 AND LINE "C3" E7%o' ?g� � VARIES 2% MAX. 26 14w N 18 3 N 26 i..-- 0'5 MAk 1 AGGREGATE FOR UNDERDRAIN% 0.5' 15 26 D S \_6" PIPE TYPE 4 FOR UNDERDRAIN LEGEND U ROUNDABOUT CIRCULATING ROADWAY SECTION UNDERDRAIN DETAIL OA COLORED AND STAMPED CONCRETE, 7" ON 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 9" COMPACTED AGGREGATE BASE, NO. 53 STONE LINE "B" LINE "PR-A136" OK 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON VARIES LINE "PR-131 VARIES 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON 300#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, C19.0 mm ON TRAVEL LANE TRAVEL LANE 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm 1.0' 10' GENERAL NOTES: R 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm R PROFILE GRADE 1. ALL CATCH BASINS SHAM INCLUDE CATCH BASIN HOODS. V15Cm0M,1wNED A EDGE AND LEVEL, TYPE B 26 VARIES VARIESi 26 2. ALL STATIONS AND OFFSETS FOR DRAINAGE STRUCTURES ARE GIVEN TO THE CENTER OF THE 3'1 3'1 STRUCTURE. BGRADE TREATMENT, TYPE D UNDERDRAIN EXISTING PAVEMENT 3. ALL STATIONS AND OFFSETS FOR END SECTIONS ARE AT THE POINT OF CONNECTION OF THE PIPE. D1 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" 5. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF STRUCTURE TO STRUCTURE THEN R STA. 130+35 TO STA. 132+50 LINE "PR-B1" E 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 0 12:1 XO CURB RAMP (LETTER INDICATES TYPE) REVISIONS ���\\1111111//��� HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ����� J• VOip� � RECOMMENDED CITY OF 1 4 =1' 8/03/04 1 ADDED LEGEND N0. 8901 Otis Avenue �Qy �� `rF� FOR APPROVAL /O VERTICAL SCALE DESIGNATION Indianapolis, Indiana _ No. = SIGN ENGINEER DATE 10/01/04 CHANGED PG DEFINITION FOR PR-1B 46216-1037 E-0 19300171 a_ 1 4 =1 SdNvWw 1-800-898-0332 �� STATE of �(�\ SURVEY BOOK SHEETS 317-826-7100 ���/ !Np�pNPG��� DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD /i/ /SAL'� ��\` CHECK 2 of 37 \ ED JJV CHECKED: SSBICAL ,. C110NS GENERAL NOTES CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. //1111111\ 04-02 CONSTRUCTION SIGN SUMMARY TABLE --- -- --- LEGEND TYPE MESSAGE REVD. 1 A "ROAD CLOSED AHEAD" (XW20-3) 3 ❑ 2 A "ROAD CLOSED 500 FEET" (XW20-3) 4 "-- I ❑3 I A "ROAD CLOSED 1000 FEET" (XW20-3) 3 ' I 4 A "DETOUR AHEAD" (XW20-2) 6 ❑ 5 BARR STANDARD BARRICADE, TYPE III-B 10 1 RCSA ROAD CLOSURE SIGN ASSEMBLY, 6 j o 6 �, 1 ROAD CLOSED (R11-2) 0 J 1 ' L Q - 0 12 ROAD CLOSURE SIGN ASSEMBLY - ❑7 RCSA ROAD CLOSED TO THRU TRAFFIC (R1 4) 10 -5&' 500 - - - _ l ----- - w DETOUR ARROW XM4-10 L OR R �* 00 7 I ---- - ----- — - --- --- - 1 �- -- ROAD CLOSURE SIGN ASSEMBLY, 146th ST -T� - -F';- _ ----�---- 0 ® RCSA "ROAD CLOSED 1 MILE AHEAD 1 - F 14 12 ,- LOCAL TRAFFIC ONLY" (R11 -3) 12 ° - 14 _ --------- --- ------ - -- ---- - a. _ " 14 DETOUR ROUTE MARKER ASSEMBLY, - ❑ DRMA ADVANCE (XM4-8), (M4-6A MOD), 6 i (M5-1 [L OR R]S) I DETOUR ROUTE MARKER ASSEMBLY, , : - t 4 M D 5 DRMA ADVANCE XM4 8 (M 4-6B 0 14 - -- (M5-1 [L OR R]S) , i DETOUR ROUTE MARKER ASSEMBLY, �'�-� ' : - 141st ST M 4 - _ --- -1 - --- 11 DRMA DIRECTIONAL (XM4-8), (M4-6A OD), / 11 - Q (M 6-1 S) 9 - --r-- J � \- - -- - 13 ! 3 '� DETOUR ROUTE MARKER ASSEMBLY, \ I o DRMA XM4-8 M4-6B MOD 5 2 -1-- 12 D DIRECTIONAL ( }, ( ), � (M6-1 S) 0 DETOUR ROUTE MARKER ASSEMBLY, - 6 o �% : _ --_� l.% 13 DRMA CONFIRMING (XM4-8), (M4-6A MOD), 6 16 " �� _ 8 4* y (M6-1 S) 9 7 _ 5 6 3 __ 12 16 4 - 14 3 2 6 6 - DETOUR ROUTE MARKER ASSEMBLY, 136th ST - 1 ----- - -- + -- -- ----- ��_ ------ /i � ❑ - 1 F r; --- - - -—- M6-1 S 10 -- 14 DRMA CONFIRMING (XM4-8), (M4-6B MOD), - ( ) I 13 -I-_ 500 10 l 500 500' l l DETOUR ROUTE MARKER ASSEMBLY, i - : I 4* 15 DRMA END XM4-6S , XM4-8 , M4-6A MOD), 2 500' 500' 500'I ' �� 5 ❑ ( ) ( ) ( ! - (M5-1[L OR R]S) DETOUR ROUTE MARKER ASSEMBLY, 16 DRMA END (XM4-6S) (XM4-8), (M4 6B MOD), 9 - - 6 (M5-1 [L OR R]S) 13 - T-- N TR Tl N SIGN SUMMARY AR Y --- �- 15 "—L .1 131 st ST -- --� COS UC 0 S G SU - r-- — TOTAL TYPE A SIGNS 16 EACH BARRICADE, TYPE 111-13 = 10 EACH = 120 F ��, i I � 500' 7 TOTAL ROAD CLOSURE SIGN ASSEMBLIES - 10 EACH � _ ,n i -- TOTAL DETOUR ROAD MARKER ASSEMBLIES - 40 EACH o i L0 -- NOTE: __ TYPE A SIGNS SHALL BE EQUIPPED WITH TYPE A CONSTRUCTION y \ WARNING LIGHTS. A *ADD M4-6B MOD TO THIS SIGN t - 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 ; i � SPACING FOR ALL TANGENTS. TO EXISTING SIDEWALKS SHALL BE MARKED WITH DRUMS OR 2. ALL IMPACTS i CONES WITH LIGHTS TO WARN USERS AT NIGHT. L I 3. ALL DRUMS SHALL HAVE LIGHTS IN ACCORDANCE WITH SECTION 801 .12. -� r 30" 30" � MILL R D 15" 136th STREET =15" ---- -----—� ---�-----�—,! HORIZONTAL SCALE BRIDGE FILE 3 - Harrison ,��\\>>J v0 �f/ ; RECOMMENDED 1"=1000' M4-6A MOD M4-6B MOD Historic F�zt -XI A RCS, iii RECO CM OF 8961 Otis �venue _Q OI 'E�o F-f FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, India:ia = No. =_ IGN ENGINE NA X16216 1637 19300171 cr = s CUSTOM SIGNS o STATE OF � SURVEY BOOK SHEETS • 1 -SOS 8`' 03302 �NDIANP 14Q SPRING MILL ROAD DESIGNED: SSB DRAWN: JJP 3 of 37 317--826-7 100 I r. �� NOT TO SCALE ��ONA�E ���� CONTRACT PROJECT q i��I l i L x,\\ CHECKED: JJV CHECKED: SSB DETOUR FOR STREET CLOSURES BLACK LETTERS ON WHITE BACKGROUND Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. - - --- — 04-02 n , 7 Y- 10 + —104+0 \ 105 00 2 \ 1 7+ 108+00 109+00 110+00 111+00 1N ESMT \ +66 S 14 \ _ +70 STR. 17 18 m pRP a '.� 1 MANHOLE TYPE C, \ \ 12 PIPE CATCH BASIN \ SPRING FARMS GP I MARK M. PALOMBARO -� 90 NE �E \ "d \ 122 OF 24 RCP REQ D. \o, �, 12' OF 12" RCP REQ'D \ �, �, HOMEOWNERS ASSOCIATION, INC. SECTION 27 T18N R3E SPRING FARMS THOMAS D. HODKIN & THOMAS D HODKI \ CHRISTINA KINSTLER - �^ \ +78 STR. 18 \�° C ' ' CLAY TOWNSHIP +8 S 10 5 � �n \ +30 STIR. 22 +72 STIR. 25 +66 STR. 15 `� MANHOLE TYPE C, +30 STIR. 20 \_ HAMILTON COUNTY MANHOLE TYPE C, END\SEC ION REQ l�. Future Work By Others co " \ 108' OF 24" RCP REQ'D. Future Work MA „ N � \ \ // 248 OF 21 RCP REQ'D. BEGIN PROJECT 238 OF 21 RCP REQ'D. +72 STIR. 26 +38 STIR. 12 -� \ \\ \ By Others W CATCH BASIN TYPE K. Z +78 STIR. 19 STA 109+50 4' OF 12" ° Z = Z c _ � +30 TR. 3 z RETENTION POND L \ Future Work By Others , ,1 \ Z Future Work �� N / 2 S 2 STONE 2 � 1\ ° o , -B_y — — — — — CATCH BASIN TYPE K. ° RCP REQ D. _ �Z 1 a, - p 4' OF 12" RCP REQ'D NZ R D 15N E6) tn\ C T. LI TS \ 30.0' D&u m� C Z r NON ACCESS ESMT\ a \ \� CONST. LIMITS D1 'a" GREEN __ _R _ — — '` l X- — -'— —— — — _ 30.0' &U NON ACCESS ESMT —_ —— _ __ 1 cO \ 40' R W �6QF. BELT BUFFER — - - ___ __ -_ _- " _ 00 APP. EXIST. 40' RAW ���. — o°° o00 000 - - - - - - - — — — -- -- - - o --- - _ — — — —— —— — — — —— — —— — — —— — — — — — — — — —% O N \\- —— — — ———— —— — ————— — D ��� M Co_NSTfI lM1TS LINE "B" & SECTION LINE --T °°° °°° K °°° °°°+ N cO°°° rri- - - - — N00'00'00"E I 0AD ASPHALT ROAD SPRING MILL ROAD _ " ----- - - - - -_ __ _ _ _ _� LINE B & SECTION LINE K p4- _ _ _---000 — �_ — — — — — — — — — —^ — � — — — — — — — — -- —1 — ' ____ CONST. LIMITS _ - -- — -- - - -- r — �\ — - - .r—// `--- - - - - - -- ou -- o —�E G -_-- Z Z A Z a r ❑H ❑H A ❑H "'r _ ❑H_ _ OH — — — OH — GH— — — ❑H ❑H ❑H— R, _ H ❑ ' - - m F''o J' 2 0' GREENBELT & DU&SE ° z z - - - - - - - ❑ — - — — —QFL —D FL= ��N- - —❑1� 1 oom �•.� u _ - - - - - - - - - - - � - - \ �_ — � — _ 20_0' GREENBELT & DU&SE — - - - - — — — - - - - - - _ r CO° PATH LOCATION HM, 1 Z + +3 STR 24 ESMT CONST. LIMITS 90° „� °0° w FULL DEPTH +33 STR 16 + S 21 �_ I N / =- STONE, 2 ° ° �" PARKS AT SPRING MILL TO BE DETERMINED PAVEMENT PATC II �I Future Work ,m ° �m�'� N� om (n x D 15 < < <„ HOMEOWNERS ASSOC. BY ENGINEER TYPE B Future Work By Others Future Work OthersD� ap I By others D1 ��a +38 STIR. 13 REPLACE EXISTINGL - BEGIN CONSTR TI01 �- URB PARKS AT SPRINGMILL N Q N N Z Future Work By Others HOMEOWNERS ASSOCIATIONSTA. 107+88 `� �� 11 r,, �o PARKS AT SPRINGMILL w 2U +72 STR. 27 Ln 1 m N +40 STIR. 11 RETENTION POND '-` SECTION 26, T18N, R3E HOMEOWNERS ASSOCIATION MAN MOHAN & INLET TYPE J, \ m MANHOLE TYPE C, " „ CLAY TOWNSHIP PHEM DHAWAN 48' OF 12" \ 57' OF 24" RCP REQ'D. ALL R/W DESCRIBED FROM LINE B EXCEPT AS SHOWN. HAMILTON COUNTY I RCP REQ'D. LINE LINE B TO BE CONSTRUCTED. --- ---- - --- - -- - - -- HI -POIN = 870.N---- - - - ---- ------------ - -FUTURE PROFIL Y OTHERS_ -- __._ - _ -- 880 HIGH POINT ELEV 868.74 PM S = III+50 ° 880 HIGH POINT STA = 101+95.51 FUTURE PROFILE BY OTHERS PVI V = 876.75 "' o N o __ ----- ------ ----- - ---- - - - ----- _ _ . --- - -- +'8 Vii°` -PVI-ST�=10 +��- --------- - - --- - --- --- - o 000 00 PV--ELEV-=-8 . --- - ----- - - -------- ----- A.D. _ -2. 0 PVI STA 105+50 J ; ,00' VC K = 91.0 PVI ELEV = 864.03 ° - - 2 -- - - -- ---- - - ----- - ---- -- --- - --- - - - - -- - --- STA 103+40 33.50 LT = o M cn n RIM 863.31 300. VC �.,0O< o0 00 00 N INV 859.09 N o�0 0 o SURFACE co S INV 858.18 z z z MILLING o ° o - o moo ° ° C 'r' � CE _ � Trnrn 00 + 00 00 C114 00 �— — � __ - - - CD C14 U 00 + ���tp ItL)pC3ON W ° 870 � QZ w w ��OO»> �o�0�nco0 es w w 870 CIO 00 cn cn o'z V)LL-1 cn c~n z cn w ��' ------- - FUTURE-PR - - - -. - - ----- ---- --- -- - 396' ---- -1.707 ----.GRADE --- - _ - - --_'' 21" RCP 0 +80 2 864.24 _ ® +70 SPL. 1' BOTTOM DITCH LT- -- -- - �- ,—CARME LE -NORIHWESTr - - -- -- - ------- ---- - - -- --- -- --- - ----- - — - ., -E.; DNR- -STAMPED—" -HAM V1 luou 9 --- __ 0.30% 21 RCP T. ----__-- - - — QF—SPRING-� � l� 860 0.31% 24" RCP 108' 0.29% SET 111 THE TOP OF THE OUTHEAST CONCRE WINGWALL OF THE BRIDGE. 860 ------ --24" RCP ----- -------- -- -------- - - -- --- - - ..- -- ----- - - NORTHEAST__ -� fl 3 FEET BELOW ROADWAY -- - - - - - - ------ -- -- - -- -—- -- - ----------- ELEV ON = 864.794 N VD 1929 ---- - ------ - - -- --- -�St�tN�-�tT TRANCE-9F KINGS URY DRIVE. --- ---- ------- ELEV ON = 868.670 I d 00 N CO r7 N O � oo C> '� � co �`� � (n j7) � N ►'� N Mr7 '� r7 � � 011 CAS tL) N CIO N 00 CD cD c�0 LO V-, W) Ln L(j to c0 r` 00 0O pj O O .= CV C4 M t1") �; CC r` c0 C0 c0 c0 c0 c0 (0 c0 c0 c0 cD c0 I� I� `— I� n r` 00 00 00 00 00 00 Op 0� CO t0 r— f� (� 00 00 00 a0 a0 a0 00 a0 00 00 00 a0 00 00 00 00 CIO 0000 0o DO 00 0000 00 103+00 104+00 i + 1 107+00 1 1 + 1 1 REVISIONS \�����IIIIII/N// HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ����.� �• VDR�s%� RECOMMENDED C OF 1 =30 10/01/04 ® ADDED DITCH INFO FOR STA. 105+70 TO 8901 Otis Avenue �P 0s'% F� FOR APPROVAL ` VERTICAL SCALE DESIGNATION STA. 106+80 LT; EXTEND LT PATH SOUTH Indianapolis, Indiana _ No. _ DESIGN ENGINEER DATE l=3' 46216-1037 — 19300171 = TO CREEK; ADDED STR. #17 & #23 TO i� STATE OF �4/\ DESIGNED: SSB DRAWN: JJP SURVEY BOOK SHEETS • 1-800-898-0332 ,� , SPRING MILL ROAD CONTRACT j cc�� Np�ANP ' ��� 317-826-7100 �i _`�yp�A���G`\�� � • � CONTRACT 4 PROJECT 37 Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. l//IIIIII\� CHECKED: JJV CHECKED: ACD PLAN do PROFILE UNE 6 04-02 11 ,112+00 113+ 116+00.� 0 114+00 115+00 117+00 118+00 119+00 -�, +72 STIR. #28 SECTION 7, T1 SN,_ R3E MANHOLE TYPE C, CLAY TOWNSHIP SAL B. & 396' OF 18" RCP REQ'D. RE TEN i ION POND HAMILTON COUNTY RETENTION POND JEN IFER R. +89 STR. #35 H LMAN SPRING FARMS +72 STIR. #29 +82 STR. #31 RETENTION 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 HOMEOWNERS ASSOCIATION, INC. +89 STR. 36 ��-- —— z z +92 STIR. #33 c, OD 15 16 � INLET TYPE J CATCH BASIN TYPE K, M w 4' OF 12" RCP REQ'D. 7' OF 12" RCP REQ'D. r o rn CONST. LIMITS -; CONST. LIMITS w _ — _ oo REMOVE CMP - - APP. EXIST. 400 t. Fn-- --- -- — -- -- --- -- N co - - - --- -- — @ C-4-- - - - o -_, INE "B" & SECTION LINE `�' + SPRING MILL ROAD + co N00'00 00 E — - ---- ---- -- -- - - - O -- --- -- -- - ___ __ __.W..-- �_ - - -- -- - -- — - -- - — - - - - - — — -- --- -- --- ----- --- ----- --- -- --- ---- G _ . . -- - - APP:-APP. 40- -- G ._ — — G_.. — _,.. — --- — F-t - - - - - - - - -- - - -(- - - - - C rn -- - 1 - - /: - ' - G - -- sZ co s- - - - - - G G G --—E" - Q�L — 11_---�i - _ _ _ _ - _ G — — -- - i— — -- — — - — — — — — — --- � II — — -- -- e D 15 CONST. LIMITS -_ 2 STR.`'F 3� — -'- °° INLET TYPE_ J, CONST. LIMITS x -- ------------ - ---------- _ +72 STIR. 30 - - - _- _--_--- _ — JAMES A. & �- q�^ -- ��� 25 \ \�%sT +82 S- T ° - 1 RAGHAV & SUSHMA RAM ANDREW H. & h i MARV & SHIRLEY A. ALLAN MICHELE D. KERR INLET TYPE M, THE PARKS AT SPRINGMILL GAIL L. WURTZI 26 47 OF 12 RCP REQ D e 19 `��� INLET TYPE C, 2 7 �,� OF 12 RC;P L l O D. SECTION 2 SECTION 26, T18N, R3E +89 STIR. 37 ALL R W DESCRIBED FROM " " ELLEN M C & ` �� TIMOTHY A. &� (PARK PLACE} CLAY TOWNSHIP INLET TYPE J, 17 LINE B EXCEPT AS SHOWN. . FLEIG� \ CgNSTANCE L. GLASS,.., HAMILTON COUNTY 48' OF 12" RCP REQ'D. LINE UNE B TO BE CONSTRUCTED. I 890 --- — ----- ------ --- — -- / I - --- -� _--- ------- ---------- 890 BENCHMARK i LOW POINT ELEV = 873. 6 BM - IN HAMILTON COUNTY, CARMEL QUADRANGLE, HIGH POINT V = 875.39 LO POINT STA = 114+82.14 NORTHWEST QUARTER OF SECTION 26, T. 18 N., R. 3 E., HIGH POINT S1A = 112+21.79 PVI STA = 115+25 ! DNR BRONZE DISK STAMPED HAM 61 1989", AT THE V 873 SOUTHEAST HEADWALL OF SPRING MILL ROAD BRIDGE PVI ELEV = $76.75 A.D. = 2.80 OVER WILUAMS CREEK, SET IN THE TOP OF THE A.D. = -3.12 K = 107.14 o SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE. K = 128.21 CO Ln 300.00 VC - j ; � � r 14 FEET EAST FROM THE CENTERLINE OF VC ; I = oo SPRING MILL ROAD, 0.6 FEET SOUTHWEST I I w FROM THE NORTHEAST FACE OF THE WINGWALL, 0.3 FEET BELOW THE ROADWAY. - -------- _-._ + • ELEVATION = 864.794 (NGVD 1929) -_ - __ __ __- __. ------- -_ _ - __ -------_�_----- 880 i EXISTING GRADE 00 r' C�+ 29 � ' �. 96 TBM 6 - MAG NAIL SET IN THE WEST FACE OF C'4­1-r"7 00 OO 00 oi °°z Z Z I W W -''' POWER POLE #838 6506; 600'± NORTH OF THE -�00 'L' `A' m m N z�,�, I ENTRANCE OF KINGSBURY DRIVE OFF OF SPRING MILL ROAD AND 54 FEET EAST OF THE CENTERLINE OF SPRINGMILL ROAD. fi-- ELEVATION = 874.359 PROFILE GRADE '1.00x 1.$09b i I I 870 ---- - ---- ---- .___.-------____.—__ � 12" RCP - -----—- __ —_ 870 18" RCP 396' 0.40% - i i i i f i II� tf� M � ^ - 00 r- 00 � u°) L � � � ( N � fi`� � ��Lr)100 00 0000 00 000 0000 CO 0000 ^ 000 r-- ti ^ ^ d• j� cD � r� � 00 '- �LO 00 ,0 `"" ^ to 00 � 00 00 00 CO ` 1 F-- � r ^ � f__ � ^ � � pip vi O 00 1_ 00 0000 00 0^p 00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 _ 119+00 Fort. Harrison ���� HORIZONTAL SCALE BRIDGE FILE Historic I RECOMMENDED 894! Otis Avenue G's' OF 1 =30 I � �� `�F�% FOR APPROVAL „ O VERTICAL SCALE DESIGNATION 4 urry Indianapolis, Indiana = No. DESIGN ENGINEER ATE 46216- 1037 _ 19300171 1"=3' wk6r 1-800-898-033 : f�0� STATE OF ��\ DESIGNED: SSB DRAWN: JJP SPRING MILL SURVEY BOOK SHEETS __ *%. ho 317 -826-7100 �� NDi ANP ROAD 5 of a �'!�j///ONAL E� �\t 37 Formerly Schneider Engineering Corp. Bohlen, Mever, Gibson & Assoc. /111111 CHECKED: JJV— CHECKED: ACD PLAN & pR0F1LE_ LINE >~g'* CONTRACT PROJECT 04-02 120-y00 1 1+00 122+0q i 123+00 i i 124+00 115+00 5 5 i i 112 27,+00 47 CHARLES A. & CURVE DATA , LL 54 \ �' \ ( „ _ \ SUSAN M. CARLOCK , 53 P.I. 124+89.43 R 1 " E : S . 12 80.75 LINE C SAU JENNIFER R. GREGORY L. TISLOW I SCOTT M. GRAY A = 05'00'01" LT. \ STA. 126+\02.18 "LINE R-B1 'I HELMAN SECTION 27, T18N, R3E I R = 1000.00' I EbU: STA. 124+45.77 "LINE PR-B1 \ DERICK V. C AFT I m z \\ \ 46 CLAY TOWNSHIP T = 43.66' I = STA. 124+45.77 "LINE \ I � \ 3® +15 STR. #38 � \ -� � � x � � � \� \\ INLET TYPE J, 45 � HAMILTON COUNTY L = 87.27 I I �, �, N , E = 0.95 I CHRISTINE WHEELER & n II I I I I , a \ 48 OF 12 RCP REQ'D I DAVID W. JAMES - - - - - - - - - - - - S.E. N.C_ - � it - - _�- - - -� \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N - o ° ` 41 +37 STR. #41 40.0' D&U w 40.0' D&U N CP I N I I E ' �, + F o INLET TYPE B, D 15 16 CONST. LIMITS w + Z 50 � � s m \ _- 51' OF 12" RCP REQ'D Q I m _ - - - - - - - n o - - - - - - - - 1 6 - - - - - 4 0 A -Z -2-00'- ESMT - - - - - - - - �� - - - - 41 -I' <¢ I D -� 20.0' CBBE & NON ACCESS _ v . CBBE & NON ACCESS +4 �' 4 +37 STR 2 ESMT z< i n \ - - -- - - -- - - - mho rn m� �� ------ - - -R - J - - -- - co y ® ' APP. 40' W - _ _ _ _ -- - - - - - -- _ - - ---- - - -- -- ' - -- �- CATCH BASIN TYPE C EXIST. 4gx-R Ill- - x x x--- X w N G - - - - - - ---- _-- -- - -- - - _ � 8' OF 12" RCP REQ'D - - 4 CODE - - `� --P;- o c� N o m C N--q _ = oom oa T 0.0 4 +37 STR In . - - - - -- _ - STAMPED CONCRETE Z m � z n I T T MANHOLE TYPE C, + C° - u � -- ►� N Z mLINE "PR-B1 " „ �� - c° c1q - - - - '� 84' OF 15" RCP REQ'D ASPHALT ROAD -}. + N00.00'00"E = 1 W N V -• - s- - - - N 43 42 / r 44 4 3® +37 STR. #43A K "' N co - N � oo -T LINE "B" & SECTIO LINE ; - - - ]`- - /-- 5 MANHOLE TYPE C, � s� SP�J�lG-TvN L--��� m �' 44 OF 15 RCP REQ'D Lo w w w 000 000 S;* C / � ® +26.5 STK. #44 0% - x- -x----- --- oNC WALK - _ A A E K, - - - - _ C TCH B SIN TYPE z - -� -�� G G -+� S-L 45 R -_ - - - ____ PP XIST._�5' - - - - - - - - - - - 128+0' 0 \n9+00 \61 130+06\\�PANHANDLE EASTER PIPELINE COMPANY \ \ 3 132+00 PSEMENT FOR UNDER OUND PIPELINES C R DATA 133+00 A MODIFIED BY "AMEND NT OF AGREEMENTS" P.I. 1 8 74.31 'PR—B1" \ \ \ RE RDED AS INSTRUMENTC200100045156. 0 I 0 = 03659' " LT. c THE WOODS AT NS R = 1000.00' LLIAMS CREEK \ SEC 1ON 229 N' 7R-3 _ L TYPE B, _ C, T 57' 0 12" L = 69.78' \\ _ HWILTON COUNTY ` / IL \ R+65 RCP REQ . E = 0.61' E STA. 129+09.1 "LINE PR-131 II S.E. = N.C. STA. 129+08 "LII;E B" �� �\ / \ DUE 2' NAE GI A4 WC; EXI 5! G _ G — UTU STORM G G � G mom \ , — -- -- -- - — ---- ---� D1 R \ N n � 06 J 000 - .--- . T r' T r,, C T O T T —L-0 T –g _.T T T .mot T T 09 E N -- — - -- -- - -- - --- -- - -- =— --� �— FUTURE — c N 00'231 AD /" ASPHALT ROAD C C BY OTHERS OH SPRING MILL ROA D H C o 3. ZLH — r-- PO 00 n "" —— — — n LINE B & SECTION LINE - - - - L�9 D1 — c Apr, -- --- = +98 STIR. #47 MICHAEL & --- - - +98 STIR. 8 CATCH BASIN TYPE C, ci EL ABETH M. G WOLD 15 a 4' OF 12" RCP REQ'D. z 16 E D PROJECT MANHOLE TYPE C, II D SECTION 23, T1 8N, R3E E D CONSTRUCTION 66 OF 12 RCP REQ D. z CLAY TOWNSHIP STA. 130+35 STA. 132+50 CL m HAMILTON COUNTY ALL R/W DESCRIBED FROM UNE "B" EXCEPT AS SHOWN. 890 LINE "PR—B1" TO BE CONSTRUCTED. 890 PVI STA 128+50 - -- PA ELEV = 873.38 = -- -- -K = 56.18- T STA = 131+19.88 2001 VC VI ELEV = 872.03 - - _ - - - - - - K = 62.31 ggp 140.00' VC 880 -�, 00 + - - - - -------------- o -— - — N ♦ 00 + - - - � N 00 .. - -_ _ _ - - - - - -� -- - -- - ----- --- - - d -.c ---- -- --- --- -- ----- --- -- --- - •• PROFILE GRADE C-1) - - - -- - - - - - -_ - -- - - w - - m LU 75 0 > m m o - - _ - - _ -- - - - � � EXISTING GRADE —--- -- - - -- - - --- - _ ---- -- -- - - - co - - - - ---- - -- SURFACE cy�, � 00 - - - 870 co > > MILLING Z Z 870 co 0.4�12�R�P -- FUTU E STORM SEWER BY 0 THE RS - - - PANH ANDLE - - ANHANDLE PETR LEUM NHANDLE - - --- --- - -- - PETROLEUM M PIPELINE 30" 0 STEEL PIPELINE " - PANHANDLE 24 STEEL-- — PETROLEUM - — - - — -_ -_ _- -- -- - - - - 860 36" 0 STEEL -- -Uj 860 00 r-) Ul) 00 ^ ^ M ^ 17 [V CSI N CV r7 N MQ0 C . . M •er 00 DOS 00 00 0000 co 0000r- 0^0 � � ^ r-_ n 00 00 00 0O 00 00 00 00 128+00 129+00 130+00 131+00 132+00 133+00 REVISIONS `���W i I I VII//���� HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ��� ORi iii RECOMMENDED OF � 10/01/04 ® LINE "PR-61 PROFILE GRADE CHANGE, 8901 Otis Avenue 'Po�SrE,�o s�� FOR APPROVAL 1"=301— REVISED ROUNDABOUT GEOMETRY & Indianapolis, Indiana = No. VERTICAL SCALE DESIGNATION ESIGN ENGINEER DATE REVISED STRUCTURE DATA 46216-1037 = -0 19300171 cj:_ 1"=37 10/06/04 ® REVISED ROUNDABOUT GEOMETRY & 1-800-898-0332 �� STATE OF ��\ DESIGNED: SSB DRAWN: JJP SPRI SURVEY BOOK SHEETS "a^"" NG MILL ROAD REVISED STRUCTURE DATA 317-826-7100 %,�� ZONAL��c,\\���� 7 71' f 37 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. I i I I11 � CHECKED: JJV CHECKED: ACD PLAN & PROFILE— LINE *PR—B1* CONTRACT PROJECT 04-02 / THE WOODS AT v RV ATA BLOCK "E" /CU RYE D PANHANDLE EASTERN PIPE4NE COMPANY WILLIAMS CRE P.I. 7+41 .11 "PR,-4136" EASEMENT FOR UNDERG UND PIPELINES VARIABLE DUE AS MODIFIED BY "AM MENT OF AGREEMENTS" A = 07*00'00" LT. RECORDED AS INS MENT 200100045156. R = 500.00' 290+00 291+00 292+00 293+00 73 294+00 APP. EXIST. �? 95+00 � ' 296+ 7+00 298+00 T = 30.58 EQU: STA. 297+10.53 "LINE/PR-A136 L = 61.09 -0 SECTION 22, T18N, R3E — "' CLAY TOWNSHIP (CONSTRUCTION ENTRANCE) /' STA. 297+10.53 E A136" S.E. 0 N.C. 4j Q7 LLJ BEGIN PROJECT HAMILTON COUNTY 11 cl� STA. 293+61 "PR-A136' i 2' NAE -�4- !— _- - - - - - - - - - - - APP. XIST. -R/W- — - - - - - - - - - - LANDSCAPE AREA � � II INLET ¢ � II � T/C 881.85 � 11 INV N 878.9 12n RCP I r _ — __ INV W 879.1 12 RCP STONE, 2 15 2' N E _- -- T _ _ _ _ 50 51 0 AVER WALK _ - - -_- -_—� —J � — — — — -- o W T — — —— CONST. LIMITS A / D1 D29 _ eoo o ooa----o� N / - - / G -7 — T- - - T- - - -r— T— U - - - - _ -- —- - -- -13� L�IRCE1 — ---- --- - -- --.� �� -- -- --- - -- ---- --- ---- -- -- --�--- — --L3 L3 -- �= T T T - - - - - - - - -- - T T T T � T 52 _ng.I INDIA A BELL TELEPHONE CO., INC. PER INKS R'�91ZZ81�_ — — — — —� — — — — — — — — — — — — — — — — — — — — IL LUR 7 � R3, � E "PR-A136" — ASPHALT ROAD (� Ra.rJ ASPHALT AD _ -_7 — -- - - - -\BECGIN - - — - - -- — �' o U `' LINE "A136" & SECTI 1 _ q p _ + C� �„ WADER LI W W W W W W W W -'�+ —� W W W W W W W W W � V W W — — — CONCRETE WA K'R STONE, 2 — — - - - - - --- -- — -- - ------ \ o K — 1 —x --x xx- � VINYL FENCE U GAS MARKER 'CONST. IM (n 49 'CONSTRUCTION L LGAS MARKER 1 E / APP. EXIST. 40 R/W SCAPE ARE � � _ , — — — — — — — '�4' WOVEN WIRE FENCE STA. 291 +25 "PR-A136" 15 D 16 E �LI �SI WAL SECTION 27, T18N, R3E z 1 CO CRE /6" — CLAY TOWNSHIP SIDE W K, I I 3 / /� — — — — — — HAMILTON COUNTY CON RE TE, � 1 N 2 ® m ® +20 STR. #50 ® +47 STR. #51 ® +47 STR. #52 E TO EXISTING � 1 II 55 INLET TYPE J, INLET TYPE E, INLET TYPE B, ALL R/W DESCRIBED FROM UNE "A136" EXCEPT AS SHOWN. / W I 1 56 DERICK V. CRAFT 24' OF 12" RCP REQ'D. 17' OF 12" RCP REQ'D. 6' OF 15" RCP REQ'D. UNE "PR-A136" TO BE CONSTRUCTED. o ' 1 1 FREDDIE L. & SHIRLEY JOHNSON 890 - - 890 A.D.Pm F1 ry 979.40 - -1.30 K = .17 - -LtPE6_LEV"'NT ELEV 875.47 im (f VC -------- - -STl�=-398+4 __ - - _----- - - A = 298+50 °' = 874.90 _ 00-_ - - - Q - --- - -- -- - -- --- - - -- ----- - - - - _ K-=�1.59- - - - - -- - -- --- - - -- - --_ ----- - - -- If . _- - ---- - -� � - - - - ---- - ----- - 120.00' VC ---- - - - -- - - - - - -_ -- - -- - _- --- -----SURFACE- MILLING --- - - - - - - - - 04 m --- - - _ -- --- - - - - - 880 0.50X + U _ _-0 qw PROFILE GRADE `" 0 _--- --- -- --------- ---T - �_ 1.802 - BEGIN PROJECT - --- - - - --- 7. PANHANDLE - - - - - PETROLEUM PIPELINE -- -- - - —- - -- - -- -- — 870 24" 0 STEEL PANHAN LE PANHANDLE PETROLE M 870 - - -_. - ---- PANH NDL.E --- - - PETR©tUM - - -- -- -- - - - --- -- --- PIPELINE 30" 0 S PETR UM - - _— - - - - - - ---- -- - WIPE E- -- - - --- - - 36 0 STEEL 30" 0 STEEL LO C4 C; ca �n N •t o o0o 0000 a000 00 00 � o °�' ^ o aim °' c; Q; � ON CT; 06 ^ � "' ^ � G o ao ° 00 °° °� 00p� CO 00 o^o � 0000 o^O � ^ ^ n ^ � Go 00 0o ap ao Do 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 REVISIONS HORIZONTAL SCALE BRIDGE FlLE 10 Ol 04 Historic Fort Harrison ������ �• V QR/1S X// RECOMMENDED RECOMMENDED �F 1"=30 / / ® REVISED ROUNDABOUT GEOMETRY & 8901 Otis Avenue �Q' G1Slr% F� FOR APPROVAL /p d VERTICAL SCALE DESIGNATION EVISED STRUCTURE DATA Indianapolis, Indiana — No. — I ENGI EER DAIS 1 =3 10/06/04 ® REVISED ROUNDABOUT GEOMETRY & 46216-1037 -0 19300171 S! • 1-800-898-0332 DESIGNED: SSB DRAWN: JJP 1 S7'��T SURVEY BOOK SHEETS REVISED STRUCTURE DATA 317-826-7100 % `�`� DESIGNED: ItGG � 8 of 37 /°1"311\\ ��` CHECKED: JJV CHECKED: ACD PLAN do MORE— UNE mPR—A1 � CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. � 04-02 \ I o 301+oo x 00 � o0 EQU: STA. 10+00.00 "LINE C3" _ � o � CURVE DATA � �� EQU: STA. 126/+59. �� I� I STA. 300+62.20 "LINE PR-A136" 1 � - P.I. 302.03.51 PR-A136 i 302+ + `� " = OS pp pp LT. 304+00 305+00 306+00 30 00 "LINE PR-B" ,� " "' II 7 ° 6" PINE +00 S 59 � I � o � O J J 303+00 R - 750.00 �� +77 STR. STA. 299+87 � I THE 6" PINE MANHOLE TYPE J, 188 ,n v T = 52.45 SECTION 23, T18N, R3E '9 • MICHAEL R. & '� END SECTION REQ'D. LINE P�-A13Q I OF 30" RCP REQ'D. + ° S' 15° PI N ELIZABETH M. L = 104.72 CLAY TOWNSHIP 15" PINE o + GRISWOLD E = 1.s3 HAMILTON COUN 56 15" PINE S.E. = N.C. / SA r/ Y 41 0 I � \\ � 65 p If I I +03 S 1 R. 5 L � �� � STORM MANHOLE WOOD RAIL - - - V .0 5°t PVC I 58 60 DRIVE -AGGRE , FENCE T/C 870.06 .93 15"t I 15" P aC) I I INLET TYPE 8, (SLOPE TO EXIS I G �� INV SW 863.55 42" RCP _ 69 I N 8" PIN - _ R w 7 OF 12 RCP REQ'D. GRAVEL x E 863.55 42 RCP EE 1 ' �_ CONST. LIMITS +60 62 63 I DRIVE / I FENCE RAIL 9; WOOD RAIL - N - __ •• STONE, 2 X Cx- X- - -- --� L_ -- - APP. EXIST. 40 R W -- - ---� - - 18 TREE a 0 AT I ` 0" TREE G WIW EEK" GN ' P° SIGN G 30° OAK 54 \ +` --- G WOOD RAIL 15" 8 P6 ` �MARKE� T _ G G T T T T - -36" TR »- - - T T T T T G T G - - -- - - -- --- -�\ 29 D1 136th STREET r--- 12 CMP G •5 , G -- G G- -- .-- - - -At36- -ECTCff - BRID INV 873.01 �� , "E co N8%:07'52"E o 136th STIR T ASPHALT ROAD - - - -- -- -- -- - - - - - -- / - - _ Inr,FwFirur� _ -"- - -- � 29 D1 _ _ __ __. _--- ------- -'-- � = w w SANITARY MA Q - - - - - - - - - - - - - _ -- W W W W w o 87 68 T T C 873.7 w W w _ - - o o°o-_--__-°� o°o- - °o=�_=04111, - - - - OFF INV NE 55. C w o > 4. CW LINL PLR�FLAN S S S S S S S S S o°° S °O° °°° HEADWALL o 1 .38 15"f I INV 854 17 15"t PVC _ _ - _ - INV 863.87 42• RCP °STOP" SI ----- --- -- - TREET NAM SIGN .0' SANL SEWER ESMT H ❑H ❑H ❑H -Q-0-�- ❑H H❑ H g Fib_ - -H❑ H❑ H❑ DH ❑ H H "Ll ❑� o -} ❑- - - -f}f7 -F�❑�== Q LL_ - - - -- _!- - -- - - - - - - - - - - - -- _ ST P SIGN - - - - - - - - X -X-- ---- X X X-X----X-- - -X- X X X Q I _ x WA \ I h _� - -x---- 9 _, ., X�-��-�-�NYL FENCE-=F- X -_ x - X - x - - - --- �1P�. �X�T. x �NYL FENCE �� T__ x X---X X- x x _-X--X-_ x-___ x _ .. +09.68 \ \ - / oA CONST. LIMITS 64 STONE, 2 20.0' GREENBELT & DU&SE END CONSTRUCTION t EQU: �\ � � �� � +05 STR. 1 � EQU: - -ES►,�r- - - - - - - - - - - +03-STR. STA. 306+00 "PR-A136" TREE LINE TREE LINE STA. 11 +93.58 \� '/ / INLET TYPE J, 43 STA. 302+55.78 "LINE PR-A136" = INLE E B, _ - " / OF 12" RCP RE 'D. 1 7' OF 12" RCP REQ'D. - - �� "ADOPT A I �� -S T-A��-+52 33 t- A� 3�- - - 49 STA. 299+30.20 EE SIGN SANIT Y A o SECTION 26 T18N R3E 50 `� END PROJECT "LINE PR-A136"� T85 .0915 THE PARKS AT 1 N INV NW 855.09 15"t PVC 5 1 w CLAY TOWNSHIP V) ff ff 3 - 5"�" INV NE 854.96 15"t PVC SPRINGMILL Q- 48 ° PT -� ( HAMILTON COUNTY w STA. 303+43.47 PR-A136 Q EQU: I � ( �, I I AFRRBO, SECTION 2 MATTHEW V. & STA. 300+-C'r0 "LI A136" =1 °D or I I ,Q (PARK PLACE) LISA R. BURROUGHS ¢ Q � » „ "D O fly ALL R/W DESCRIBED FROM LINE A136 EXCEPT AS SHO STA. 1 ��✓+28.7 L NE B I ' - �,6 I _ I I I I I I \ UNE PR-A136 TO BE CONSTRUCTED. 89 aso - SEE_ --C3 P -- - ---- --- 5 +47 LOW-POINT ELEV = 75.47 -__ --- ---__-- - -- - ---- ---- - - -- - - --- OW-POII�T STA - 46.79 -- - - - -- ___---__-__-- _-- M 1 - TROLLEY SP KE SET IN THE NOR FACE OF INLET TYPE B, - -_ _- - -- - - ------- - -- -- -- --- - -- ------ - - - --- - ----- - --- - -- - _- --- - - _ ---- - - ------ _ -- -- POCK- - 1---270��AST- -CENIERUNE�F-- T OF 15" RCP REQ'D PVI STA- = 298+ - -- - 1 - - - -- -- - -- - - - - -- - - - -- -S PIN �fBUTH -THE PM ELEV_ 874. 0 OW POINT ELEV = 87 .25 1 6TH STREET. 5® +57 STR. #54 LOW POINT STA = 303+04.82 K = 31.59 STR. 58 - VA110N = 874.50 CATCH BASIN TYPE J STA 300+28 21.4 LT . - -- - - - - ---- 8' OF 18" RC REQ'D 120.00' VC - - - _RIM- 876.87 _ _ PM ELEV = 873.00 o E INV 865.50 A.D. - 1.82 1 - _ •- -�- _ S INV 866_GO- - - - - --� --- - - ---- - - --- - - - -- - - ---- - - 5� +57 STR. #55 o W INV 865.60 . N 1 1�= 71.38 -- --- - - - - - - ---- - - - - - ---- - - _ - __ CATCH BASIN TYPE J, . --�30:0 -VG - ----- - - - - - --- - -- -_.__- _ tO C�1- -,� -_ - - - _ - - --- -- - -- - --- - - - -- -- - - ---- --- - - -- - - -- -- - - 40' OF 15" RCP REQ'D 88 •- n u r�) 11 �, ^ 880 (9 +67 STR J56 - M- - --- - --+- --- ----- -- - - - -- -- -- -- - - S R. 2 cD CO N s °�- - N ,.,,,, , �, od 1 S A Q30Z2+92 31.5 LT - -- MANHOLE TYPE C, - CO� CO I� d - -- - - --- -5 -Ul -s �ZV r- N - - -- - -- -A --- - 873 1� -- - - - - - f » t 00 00 - -- --- -- - - - - -- - -- - - - ---- ---- 163 OF 24 RCP REQ'D--_ N > � > 4 ±�cC°oo�oo�o � °D E INV 864.46 �o z_ z z - - - - --- -- -- - - ►> - - - - - - 868.73-- -- ----- - -- - - --- - - --- - - -- --- -- -- -- - - ^ - _ - 2•�% Q +75 STR #57 ,,� �„ Q z z z Z PROFILE GRADE m W INV 864.56 '�o -- • -- - . - -- - - - - - - -- - - INLET TYPE E v���z►.��� � - -- --- - --- ------ - -TIJRE PROFILE GRADE- - - - --- --- - - - .¢-Z- ---- - _ 2 W SURFACE C V) 33' OF 12" RCP REQ'D -1 2RX MILLING --- --�---- --- . _ - 0.541 - - ----- 5 +28 STR #58 MANHOLE TYPE J, - -- � SURFACE 69' OF 24" RCP REQ'D EXISTING GRADE -� 87 --•-- 870 CATCH BASIN TYPE K, 10' OF 12" RCP REQ'D 6 +92 STR. ,�62 � 0.3� _ --24" -R - 1 MANHOLE TYPE J, - 69' 0.37 24" RCP 188' -_ 0.30 283' OF 30" RCP REQ'D -RCP -- 283' 0.37 © +92 STR. #63 --- -- - - -- - -- - -- TYPE J, IN - - - - - - -- -- - _ -- -- _ 4' OF 15" RCP REQ'D N � � © +92 STR st N I� O co 0o co 00 0o co co 0o ° o0 0^0 Co coo CO w oo ° CO o 00 0 ° INLET TYPE M, 0o Coco Coco 00 00 oo co ^ 00 11- r` � ^ r` r\ ^ r- ^ ^ o o • 48' OF 12" RCP REQ'D 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 REVISIONS ��\1111(11!///�j� HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ����� �• VOR�s�i RECOMMENDED �F 1"=30' 8/03/04 1 REVISED & ADDED STRUCTURE DATA 8901 Otis Avenue ��, �'S'Eo F� FOR APPROVAL �p d VERTICAL SCALE DESIGNATION 10/01/04 REVISED ROUNDABOUT GEOMETRY & Indianapolis, Indiana _ No. _ DESIGN ENGIN DATE 1 =3 REVISED STRUCTURE DATA 46216-1037 = 19300171 ATE OF = �j SURVEY BOOK SHEETS • 1-800-898-0332 _� STATE AN ���� DESIGNED: SSB DRAWN: JJP '� s� ' 10/06/04 ® REVISED ROUNDABOUT GEOMETRY & 317-826-7100 % �� �� 9 of 37 REVISED STRUCTURE DATA � ZONAI.�?�� • CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. //III 1 111\� CHECKED: JJV CHECKED: ACD PLAN do PROFlLE- UNE PR-��� 04-02 296+00 297+00 298+00 299+00 100+00 301+00 302+00 303+00 I I I 1 R441-5# 1 P.C. p I +06.16 1 + O I 1.79 LT N + CD 1 I I 1 15 IN "B" LEGEND 1 2 16'1 I P.T. STA. 129+09.18 LINE PR-131 " I- I I LINE B & SECTION LINE P 1 8.5 I P.O.T. STA. 129+08 "LINE B" I� ( h6 OA COLORED AND STAMPED , 7' ON ' 6 •00 I ILJ I I 12' COMPACTED AGGREGATE BASE, NO. 53 1 10 1 1 15 CO 6' CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS ON PC = 1 1= 1 16 1 4' COMPACTED AGGREGATE BASE, NO. 53 STONE 1 1 I 28+39'40 ~ X8.5 p 165#/SYD QC/QA-HMA, 2, 64, SURFACE, 9.5 mm ON 1 ICL I O 275 SYD C A-HMA 64 I � R'441-5f I #/ Q /Q , 2, INTERMEDIATE, 19.0 mm ON p I I I Q 1 I 4" COMPACTED AGGREGATE BASE, NO. 53 STONE O 1 .5 1z 1 + I I 1 D1 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON c I 1 1¢ 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON N + I 8' 1 10 1 D EQU: STA. 10+00.00 "LINE C3" = 9' COMPACTED AGGREGATE BASE, NO. 53 STONE p 15 I 1 � I I STA. 300+62.20 "LINE PR 136" CV Z 1 I 1 1 -A OK 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON �� I tip• EQU: STA. 10+92.27 "LINE C3" = I w I I 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON STA. 127+16.17 "LINE PR-B1 " I I C I „ 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON 1 P.T. STA. 302+55.78 LINE PR-A136" 300#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, C19.0 mm ON 1 = P.0.T. STA. 302+52.31 LINE A136" 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm EQU: STA. 126+59.17 "LINE PR-B1 " = L C I OR 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm STA. 299+87 "LINE PR-A136" p I HMA WEDGE AND LEVEL, TYPE B d- EQU: STA. 11 +93.58 "LINE C3" = I I �? O SUBGRADE TREATMENT, TYPE D STA. 299+30.20 "LINE PR-A136" 1 1 j 0 U 6' UNDERDRAIN 0 1 _+ O O P.C. STA. 297+10.53 "LINE PR-A136" (NO 1 0 15 COMBINED CONCRETE CURB AND GUTTER TYPE II N P.O.T. STA. 297+10.53 LINE A136 / 1 II C 16 COMBINED CONCRETE CURB AND GUTTER (TYPE III)-11 C P.T., +95.2 i'PF� A136 5.58' LT 17 ROIL CURB, MODIFIED N --- - D ' ---------------------- ------- -------------- i� , _ +9 7" 36 , 8'LT 18 INTEGRAL CONCRETE CURB Co EXISTING ASPHALT PATH TO REMAIN IN PLACE LINE "PR-A136" 26 SODDING 0) "15 + L C L 29 TAPER CURB HEIGHT 0 12:1 can R7 \ I 0 CURB RAMP (LETTER INDICATES TYPE) 136th STREET LO LP rn + A 16 A 18 LINE "C3" ----- - -- " " ----- ---- - -- ----- - �----- ---------- 0 ------ 6 - LINE A136 & 1 SECTION -UNE--i-vol-- 1 10, + - 8 (NP) 15 0*4 ��. � � -- /� 15 can p I 1 ( 1 /�� MATCH EXISTING I N ' 11 1 ---- _ PT +64.22, 20.0 R T I I I - - - -- -- - HIGH -POINT V- 876.75- - - - - - - - - --- N C3 PROFILE L HIGH POINT S A = 12+50.17 1 1 I "LINE 1 C LO POINT ELEV = 875.78 - -- -- - - - - - - EQU: STA. 300+00 LINE A136 = I C / - - - - t -STA = t0 PVI STA = 12+50 STA. 126+28.70 "LINE B" I /j - -- - TA == 10+71 -- ---- - -- - - PA - S76�4 PVI ELEV = 875.59 A.D. _ -1.50 EQU: STA. 12+80.75 "LINE C3" = I // 885 PT = 125+33.04 I / A.D. = 1.50 K = 6.52 885 STA. 126+02.18 LINE PR-B1 I I 1 / - -- -K = 66.64- - -- - - - ----- - ------ - - yC O 1 1 D - ---- X00.00 VC -- - + m LCD I I 16 $ F4 im N LO 15 1 - _ - - - _ - -- - -- - --- -�- - - - LO - 880 w 116, i I U H 880 JI N i -L --- - > > > > 16' i - --PROFILE GLADE NOTE• 1 P.C. STA. 124+45.77 "LINE PR-B1 " i -0.759 0.75 -0.759 SEE SHEET #10A FOR GEOMETRIC & SPOT ELEVATION = P.O.T. STA. 124+45.77 "LINE B" 875 875 EXISTING GRADE Q M a0 � BOO � � � 1C) `� � � �j REVISIONS 0000 CO 00 c 00C F, 00r- 10/6/04 AUPDATED ROUNDABOUT GEOMETRY AND ADDED SHEET 1OA 10+00 11+00 12+00 13+00 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison `\\\ ��J I R� �O �%i�� RECOMMENDED �1 � 1 =30 8901 Otis Avenue Q- ,G1STE%.'Sf` FOR APPROVAL /O p Viii �F ro VERTICAL SCALE DESIGNATION Indianapolis, Indiana No. ESIGN ENGINEER DATE 1 =3 46216-1037 = 19300171 = SURVEY BOOK SHEETS 1-800-898-0332 =:-0 ` sr"� of DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD 317-826-7100 ii��'c` . �NaANP G?`� 10 of 37 NEW L�����\\ CHECKED: JJV CHECKED: SSB CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. ��/lllll��� CONSTRUC110N DETAIL 04-02 a m 298+ 00 299+ 00 300+ 00 301 + 00- 302+ 00 C) 0 � R308.5' 00 N i P.R.C., o +85.63"PR-B1", 29.13' LT, �� ELEV. 874.25 I -j 16 1 P.T., +82.15"PR-B1", 24.5' RT, P.R.C., +85.19"PR-81", 12.84' LT, c� ELEV. 874.30 ELEV. 874.57 Z a. P.C., +54.30"PR-B1", 34.36' LT in RSO- P.T., +81.39 9PPR-61", 8.5' RT, ELEV. 874.63 P.C., +43.83"PR-81", 19.54' LT R6S' R120' 8100, LO P.C.C. +53.31"C3' , 18.78' RT, P.C., +40.25"C3", 20.22' RT ELEV. 875.42 ELEV. 876.11 CD / P.C. +47.3 " ' P. �� ' � 8 C3 , 18.47 RT, „ O T., +49.58 C3 , 20.22 RT, +13.62 C3 , 18 RT, +77.43"C3", 18' RT, ELEV. 875.45 P.C., +64.33 PR-A136", 14.41' LT ELEV. 875.78 ELEV. 875.56 ELEV. 875.42 + P.O.C., +77.69"PR-A136", 28.54 LT, P.C., +79.51"PR-A136" 25. ' P.C., +58.69"C3", 24.43 RT, � 64 LT r ELEV. 875.09 ELEV. 875.76 CN • P.O.C., +82.20 P.O.C., +92.20"PR-A136 , 19.49' LT, "PR-A136", 10.65 LT, � � ELEV. 874.89 " �� RO, , �' _--_- ELEV. 875.51 � � --- --- P.C., +56.60"PR-A136" P.O.C., +92.20"PR-A136", 2.83' LT, , 8' LT ELEV. 875.22 +75.90"C3", 18' RT, +13.39"C3", P.T., +93.90"PR-A136", 21.52' LT --------- � _ +92.27 A136 32' ---- --- - � LT ELEV. 876.02 18' RT, P.T., +03.02"PR-A136", 18' LT " " P.C., +41.07"PR-A136", 24' LT ��' LINE ELEV. 875.66 " " P.C., +25.29"PR-A136", 18' LT N� C3 �� LINE "PR-A136" END TAPER, 0 R75' Q � ao BEGIN TAPER, 136th STREET a?+55"PR-A136", 8' LT _ 5, +75 'PR-A136", 2' RT ----- - - ----- -- ---- io 0o w t� P.C., +25.29"PR-A136", 2' LT P.T., +95.23"PR-A136", 5.58' LT m _ +92.27"A136", 8' LT CL P.R.C., +56.42"PR-A136", 0.87 RT +46 8 3", 18' RT +07.97"C3' , z LEV. 875.8fi ., , CIO °' 18' RT, P.T., +02.54 PR-A136 , 2 LT ELEV. 876.26 ,A 10' Q (TYP.) P.T., +08.41"PR-A136' , + +61.87"C3' , 18' RT, +97.05"C3' 18' RT, R��, P.T., +90.00 "PR-A136", 8' RT, ELEV. 876.38 ELEV. 876.23 �Typ �`� ELEV. 875.25 P.R.C., +56.15"PR-A136' 17.14 RT R3' 'J N CTYP,� 8' P.O.C., +94.94"PR-A136", 25.07' P.O.C., +82.20"PR-A136", 1.70' RT, ELEV. 875.51 � P.T., +92.89"PR-A136", RT, ELEV. 874.84 P.O.C., +77,59"PR-A136", 18.30' RT, 25.52' RT ELEV. 875.27 P.T., +82.98 P.T., +04.55"PR-A136", 11.71' RT ipss, to ", P.C.C., +25.55 "C3", 23.01' 18.49' RT RT, ELEV. 875.91 P.C., +30.39"C3", 21.86' RT R�90 RS0. �� 'per , P.C., +16.42"C3", 23.37' RT ELEV. 876.28 cP ELEV. 875.97 P.C.C., +44.36"C3' , 22.91' RT, P.T., +70.84"PR-B1", 32.07' RT ELEV. 876.29 ' R�gO P.C., +43.61"PR-B1", 24' RT, P.O.C., +45.17"PR-B1", 28.59' LT, 16' ELEV. 875.65 ELEV. 875.62 R?-a P.O.C., +49.17"PR-B1", 11.98' LT, ELEV. 875.98 P.C., +47.58"PR-B1", 8' RT, 0 ELEV. 875.98 + P.C.C., +06.62"PR-B1", 8' LT U P.C.C., +99.97"PR-B1", 24' LT 16' N oil III III I I �\ Historic Fort Harrison ��� V 0,, �Z/ HORIZONTAL SCALE 8901 Otis Avenue \��\Q-1 cisrF, /s'ale" RECOMMENDED BRIDGE FILE Indianapolis, Indiana No. F� FOR APPROVAL 4 �� my OF 1 = 20 46216-1037 = 19300171 - ENGI EER DATE VERTICAL SCALE DESIGNATION • 1-800-898-0332 STATE OF <v SSB DESIGNED: 317-826-7100 �NUA01 G?; DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHED Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. // \ CHECKED: JJV �OA CHECKED: SSB GEOMETRIC do SPOT ELEVA11ON of 37 DETAIL CONTRACT PROJECT 04-02 W3-2A (TYP.) 298+ 299+00 00 1 301 +00 302+00 303+00 lz 32' 37 46 + 0 c%j z M � x V) z TYPICAL PAVEMENT MARKINGS FOR LEFT TURN LANE J 0 0 N 00 w .-- 3 38 8 SUMMARY - LEGEND I� 38 ,� 24 EACH T POST MOUNTED SHEET SIGN 42 , 1750 LFT 34 4" WHITE SOLID PAINT LINE 1738 LFT 35 4" YELLOW SOLID PAINT LINE + �. N 2 EACH 37 THERMOPLASTIC PAVEMENT MESSAGE MARKING (LEFT ARROW) �"° ` 8 2 EACH 37 THERMOPLASTIC PAVEMENT MESSAGE MARKING (WORD "ONLY") R6-1R 0), 280 LFT 38 24" WHITE CROSSWALK THERMOPLASTIC TRANSVERSE MARKING 38 LFT 38 27 WHITE YIELD LINE THERMOPLASTIC TRANSVERSE MARKING 136TH STREET.–© 72 LFT 42 8" WHITE DOTTED THERMOPLASTIC LINE �' �� -- LINE PR--A136 — : � 180 LFT 46 4" WHITE SOLID THERMOPLASTIC LINE _�=-_=°•``� -- -- °� � ` � �- 38 LINE "A136" c SECTION LIP4E—/ 1 4- 42 8 8 42 -4. R1-2 WITH PLAQUE 1 "TO TRAFFIC " C FROM LEFT (TYP.) 35 34 38 38 D3 STREET NAME SIGN, 6" HIGH LETTERING (TYP.) ------- �j m 18" 35 W PAY LENGTH Z i� N 35 WHITE THERMOPLASTIC 34 12" . YIELD LINE TYPICAL PAVEMENT MARKINGS FOR TRANSITION AREAS cv a Historic fort H .rrisor� ���'\\ vo�'i/'��� RECOMMENDED HORIZONTALS SCALE BRIDGE FILE CTff �F 1"=30' 8901 Otis Aveuue � P �G±'T��e SF' FOR APPROVAL � VERTICAL SCALE _ DESIGNATION Indianapolis, Indiana 1 g3Q�171 `� S N ENGINEER ATE NA 46216---1037 -- STATE W; SPRING MILL ROAD SURVEY BOOK 1--800--898-03— Ewa DESIGNED: SSB DRAWN: JJP SHEETS 317-826--"100 %� ,_ 'NC��aF ������ `�S 11 of 37 — �_ -- � �j11j i j 11����� CHECKED: JJV CHECKED: SSB PAVEMENT MARKING do CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, hiever, Gibson & assuc. _ ___ _ � __-_ s SIGNAGE PLAN ------ 105 00 >"& 102+00 103+00Y-- 104+00 106+00 107+ 0 108+00 0 0 9 TONS \CLASS I RIIPR/"rP c �e 7' �' 0 60 SYS �EOTEXTILES REVD. 9e �' ,--,, , ���� 111 e1[ 11 \ 1 0 FUTURE STORM SF 100 LFT SEWER BY OTHERS 0 *tart i\C NST. toF 185 LET 11 li—x- N, APP. EXIST. 40 R eR--E-X�40' R/W -------- ---- -- --------- --------------------- ----- --- ---- ----------- ------------------------------------------------- 0 0 ---------------------------- 0 --------L-----1- ---- -------------------- ------- F 40 LFT LINE "B" & SECTION 'LINE ­4 SPRING MILL ROA0 ----- -------------------------- -------- CONST. LIMITS 0 X --x � � \ �\ ��iji FUTIURE �,'--TORM FUTURE STORM —x—x—' —x:x= AP IST.---41Y FUTURE STORM 7- -I F--J SEVER BY OTHER"--) SEWER BY OTHERS p SEWER BY OTHERS z m U) STR TI ON I III jl �i III rn rn STA. 107+ II �i -� I� i rri RETENTION POND m >< 0 109+00 110+00 111 +00 1 113+ 0 114+00 115+00 116+00 117+00 z 4pp j RETENTION POND BEGIN PROJECT STA. 109+50 RETENTION POND SF 800 LFT CONST. LIMITS CONST. LIMITS 0.00- D R/W —000— 00--000�Oc)o moon §;604(� APP. EXIST. 40' R low mmulm OWN ---------- ioiq� SAW ------- iam ma imm imili a" ii" Aim ----------- 000---000 00 000-000--000-000--000 000-000---000-000 000-000 000-000-000-000-000 000 000 000- -0- LINE "B" & SECTION LINE ------------------------- ----------------------- ---------- LINE "B" & SECTION LINE x X�--- --- I I T-----X- \'---x -"—'-0P—. trl§f.­407 R/W -- ------------------------ ---------------- P P. —EX—IS f—4(f IR -x -x—x—x—x CONST. LIMITS CONST. LIMITS OSF 250 LFT cn >< LJ < RETENTION POND LEGEND SUMMARY THIS SHEET HORIZONTAL SCALE BRIDGE FILE CD vo,/ TEMPORARY CHECK DAM, STRAW BALES 0 LIFT Historic Tort fl6rrf.;url RECOMMENDED 00e OF C 1"=30' AItM FOR APPROVAL 8901 ! Z 118+00 119+00 120 tbO 1 1 +00 1zz+oo 123+00 124+00 PEJE 11 1-10N P01II,1D SF 150 LFT CD CD CONST. LIMITS ONST. LIMITS --------------------- ------------------- ---------------- - ----------------------- ----------------- ----------------- APE. E� T. 40' �E/w- --- ------ ------ - APR EXIS w- X-X- 4' CONCRETE WALK 4AZ q z-- - M `All SPRING MILL ROAD L -------- SECTION LINE LINE "'Bps' & SEC ROAD- M 3 M M C) ----------------------------- ------ 4 CONCR WAL� J >< CONST. LIMITS SF 175 LFT -- ------- - SF 325 LFT x. 1j > ii 0 Q II rn > M I Q \ M > M +00 \j �125 27+00 12$+ p0 132+00 x ; � \129+00 130+0\0 2 131 +M 17 33+00 I\N\ SF 95 LFT az cn ------ FT 17) --------------------- mono- C) APP. EXIST. 45' R/W ---------------- C,-, --------------------------------------- 000 cn 000 SF 170 LFT U-) c, �000 -------- 000 ---- ------------wom" MLINE "PR—B1 " ---------------------------- ASPHALT ROAD in SPRING MILL ROAD ---- ----------------- --------------------------------- Me Now wwwo 00 ---------------- mom soma Oman.4-- M -- "B" & SECTION LINE C) ------ ------------- --- M M LINE 0. Mau ftftft w.. ... -'ONST. LIMITS > SF 460 LFT A M z z END PROJECT END CONSTRUCTION M 70 M -STA. 132+50 ( 4 '01 1) 0- M STA. 130+35 M M LEGEND SUMMARY THIS SHEET CD TEMPORARY CHECK DAM, STRAW BALES 16 LFT Historic Fort Harr HORIZONTAL SCALE BRIDGE FILE TEMPORARY DITCH INLET PROTECTION A RECOMMENDED 1"=30' 0 EACH 8901 Otis Avenue FOR APPROVAL -7 f- OF No. SD TEMPORARY SILT FENCE 1375 LFT L-idianapoks, Ind GN-ENGIINEER IYATE VERTICAL SCALE DESIGNATION 46216-10:,�7 19300171 jj� =- NA -)3— STATI F OF 14J zz 1 --81 0 0- 91 8 0 3 2 - 0 -::�- DESIGNED: ACD DRAWN: JJP SURVEY BOOK �'1@ //VD 0' 31"' 7100 SHEETS /ONAL SPRING MILL ROAD 13---Tof Formerly Schneider Engineering Corp, Bohlen, Mep,r, Gibson & AqiCjc� IM 111000 CHECKED:- SS8 CHECKED: ACD CONTRACT PROJECT STORMWATER POLLU11ON PREVEN11ON PLAN . 04-02 290+00 291 +00 292+00 293+00 294+00 4 95+00 296+00 297+00 298+00 A SPHALI ROAD BEGIN PROJECT (C'um-IRUCTION ENTRANCE) cl- STA. 293+61 "PR—A136" APP. EXIST. 65' R/W DP LANDSCAPE AREA 362" NST. LIMITS 000 000-000— 00--000— ---------------------- ------------------------------------------------------------------- ------ --------------------------------------------------------------- .......... ------- --------___1361h__STREET----------------- ---------------- - - - -- -------------------------- ------------------------ ---------- LINE "PR-A136 ASPHALT ROAD ASPHALT AD 0% LINE "A136" & SECTIM-tt > 4' CONCRETE WALK -- --------------------------- ----------- ---------------------------------------- ------------------------- -- ---- __x_x_ VINYL FENCE BEG tCONST. LIMITS APP. EXIST. 40' R/W -------------------------------------------------------------------- BEGIN CONSTRUCTION LANDSCAPE ARE , --4' WOVEN WIRE FENCE STA. 291 +25 "PR—A136 L ---- ------- � ii � it �� z w li CI. Lr) C14 LLj>< cy- cl: Cl CL C'4 co LLj C) 299+00 0 0 0 0 3 n 06. 0 0 306+00 307 00 i , 0 302+00 303+00 304+00 305+00 6" PINE TR 17 6" PINE S' I 1 15" PINE 15" PINE i I cl, 00 15 PINE I RESIDENCE 12 TONS CLASS I RIPRAP & ----------- 80 SYS GEOTEXTILES REQ'D. 00 1 175 LFT 15" PINE SF 70 ft6 1 ) SF 90 LFT ------%.a- SF 115 LFT x SF 15 LFT OEM "STOP" S N 8" PINE w CONST. LIMITS TR APP. EXIST. 40 R 18" TREE Ml 0" TREE 30" OAK 00 S AT__ mod WILLJ EEK" SIGN OP" SIGN 000-000- ------- 36' THE 0 ---------------- ------------------ 136th STREET ION UNE -- -0 § ASPHALT ROAD 136th STREE ---__ GE WEIGHT LIMIT 0-000 _ 000..,,. - 000 00 00. 000- --------------------------------- "STREET NAMES" SIGN D '17, ----------------- -"STOP" SIGN ___x_ ---A� EXIST. _x_ _x_x ==x X—F 45i 7 FIE SF 200 LIFT DP CONST. LIMITS ' l ju CD END CONSTRUCTION TREE LJNE--*" X, TREE LINE STA. 306+00 "PR—Al 36'9 00 PT A SIC�N END PROJECT i l `' 7`� Q 0-6 >< '9 Is STA. 303+43.47 PR—A136 4 w CL: cl- "DO OT SS SIG LEGEND SUMMARY THIS SHEET CD 00, HORIZONTAL SCALE BRIDGE FILE TEMPORARY CHECK DAM, STRAW BALES 24 LFT V� Ifistc,"ric Harrisop RECOMMENDED 1'=30' DP 890, Otis i�venue I FOR APPROVAL Crff OF CARNML TEMPORARY DITCH INLET PROTECTION 2 EACH z"/F,Z_ jNv-p0­_.% V/,0 VERTICAL SCALE DESIGNATION fndianapolis, tndiana No. N-ENG19EER ;6ATE NA SF TEMPORARY SILT FENCE 595 LFT 4 6 9,116-10"')7 19300171 Z: STATE ::7', _ OF ioz SURVEY BOOK SHEETS It-900--898--0312 01, , Z:l_ /tm I - DESIGNED: ACD DRAWN: JJP C AnIk.L musk AdIll, A 11101I,M� 0 1 SPRING MILL ROAD I of 1 37 317--82o -100 �ONAL Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. CHECKED:- SSB CHECKED: ACD S CONTRACT PROJECT TORMWATER POLLUTION PREVEN11ON PLAN 04-02 STORMWATER POLLUTION PREVENTION INDEX PROJECT LOCATION Al This Sheet A2 N/A —lone A 3 Pro ect consists of replacing the existing 2—lane roadway with a widened 2 Ailli boulevard with grass median. In addition, the existing 4—way stop—controlled intersection at Spring Mill Road and 136th Street will be replaced with a modern Roundabout intersection. A4 Sheet 1 C-I a If !,I Irl" F-p r A5 Sections 22, 23, 26 & 27, T18N, R3E, Clay Township. 'Oil :1:1111� Latitude 39*58'50" Longitude 86*09'54" A 6 Sheets 4-9 VI! A7 05120201090060 t A8 N/A A9 Williams Creek ALw,' T' 1IT A 17 A10 Williams Creek crosses just beyond project limits in 2 locations: Spring Mill Road approx. 300' north of 131st Street and 136th Street approx. 600' q R east of Spring Mill Road. In addition, 3 retention ponds exist adjacent to Spring Mill Road Right—of—Way throughout the project limits. All Williams Creek Al2 None known A13 N/A 191! A14 Pre—construction discharge has not been determined for the existing 2—lane pavement with roadside ditches since this is a municipality—owned infrastructure improvement —construction conditions for proposed 2—lane (overall pavement width project. Post increased from 22' to 32') curb and gutter section with enclosed storm sewer system IIiIIII ir are: Outlet 1 to Williams Creek near 131st Street 13.4 cfs & Outlet 2 to Williams Fit 11 Ill. Creek on 136th Street = 19.1 cfs. A15 Land use adjacent to the project and upstream watershed is single—family residential. ill 00101� —9 M 1 "1:, A16 Sheets 4 11 4 A17 Adjacent vegetative cover is grass. A18 This Sheet g&I! I I � A19 Sheets 4-9 A20 Sheets 4 & 9 A21 No stockpile, borrow, or disposal areas are planned. A23 Sheets 4-9 A22 Sheets 4-9 Bl Sediment particles, oils, hydraulic fluids, fuel, and grease. 132 This Sheet V!l B3 Contractor shall provide location of Temporary Construction entrances in the Erosion �,O lllt� W, 1 14 Control Submittal. Construction detail is on this sheet. Specification is provided in 01 W AV Technical Specifications. V1 A B4 Sheets 12-14 show the proposed measures. Indiana Department of Transportation 10. (INDOT) Standard Specifications and Standard Drawings provide the corresponding specifications and details. HAMILTON COUNTY DYNAMIC COUNTY MAP 135 Sheets 12-14 show the proposed measures. INDOT Standard Specifications and Drawings provide the corresponding specifications and details. SOILS MAP B6 Sheets 12-14 show the proposed measures. INDOT Standard Specifications and NOTTO SCALE Drawings provide the corresponding specifications and details. B7 N/A B8 Sheets 12-14 show the proposed measures. INDOT Standard Specifications and Drawings provide the corresponding specifications and details. 139 N/A B10 Sheets 12-14 show the proposed measures. INDOT Standard Specifications and SIC-N lu IND!CAT1_ Drawings provide the corresponding specifications and details. LOCAT`ION CIF 1HE CONCRETE 1311 INDOT Standard Specifications provide detailed specifications. WASHOUT AREA B12 Sheet 2 provides the permanent stabilization method, Sheet 15 provides sequence, and INDOT Standard Specifications provide detailed specifications. B13 Contractor shall provide material handling and spill prevention plan. BEP.M AROUND PERIMETER 12" MIN B14 INDOT Standard Specifications and Technical Specifications provide monitoring and maintenance guidelines. I \ \ B15 N/A GROUND SURFACE __O, MIN COMPACTED EMBANK Cl Expected pollutants generated by this project are sediment; oil, fuel, and other MENT MATERIAL _D?. --3:1 OR FLATTER vehicular pollutants; and trash. C2 SIDE SLOPES Sheet 15 PUBLIC ROAD 15'x15' MIN OR . ... ... 50' (MIN) 0 AS REQUIRED TO 0­ 0.. ­, C3 The storm sewer provides catch basin structures prior to all connections to the storm CONTAIN WASTE sewer mainline to minimize pollutants reaching the storm sewer mainline and Williams CONCRETE Creek. Riprap is provided at the storm sewer outlets to minimize scour erosion. 'a '0 *0,**0" C4 Sheets 4-9 and 12-14 show post construction stormwater quality measures. INDOT 0. NOTES: Standard Specifications and Standard Drawings provide the corresponding specifications 0 0. 0. 0- 0.'.0- 0 and details. 0 0 C5 The City of Carmel will maintain the storm sewer system. 1. Concrete washout areo shall be installed prior to any concrete placement on site. 0 0* 2. Signs shall be placed at the construction entrance, at the washout area, and 6- (MIN) .0. 0. elsewhere os necessary to clearly indicate the location of the concrete washout 12 area to operators of concrete trucks and pump rigs. 2"-3" COARSE (MIN) AGGREGATE 3. The concrete washout area shall be repaired and enlarged or cleaned out as GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT STORMWATER POLLUTION PREVENTION necessary to maintain capacity for wasted concrete. WHERE WETNESS IS ANTICIPATED) 4. At the en of construction, all concrete shall be removed from the site and SEQUENCING SCHEDULE disposed of at an approved waste site. 1 . Set—up preconstruction meeting with Contractor and Engineer. 5. When the concrete washout area is removed, the disturbed area shall be seeded TEMPORARY CONSTRUCTION 2. Call Holey Moley at least 48 hours prior to starting construction. arid mulched or otherwise stabilized in a manner approved by the inspector. ENTRANCE DETAIL 3. Install silt fence as shown on drawings. NOT TO SCALE 4. Clear Right—of—Way as required. 5. Install mainline storm sewer along west side of Spring Mill Road and north side of 136th Street. 6. Temporarily seed all disturbed areas within 5-7 days after backfilling trench. CONCRETE WASHOUT DETAIL 7. Remove existing pavement, install temporary construction entrances, and construct NOT TO SCALE remainder of project, including storm sewer and pavement. Install curb inlet protection with new inlets. 8. Stabilize all disturbed areas with sod. 9. Remove erosion control and sediment control devices after permanent vegetation HORIZONTAL SCALE has been established. Historic Fort Harr V 0 BRIDGE FILE RECOMMENDED i"=30 8901 Otis Avenue FOR APPROVAL GM OF 1= lndi�uiapo�s, had�arict No. ESIGN ENGINEER ATIf VERTICAL SCALE DESIGNA11ON EE 19300171 ill = I I 46216-10',17 NA I .�-_ STATE OF 1.,, Z� 1-800---898-0332 DESIGNED: ACD DRAYM: JJP SURVEY BOOK SHEETS 31,11 _8196-7110"I SPRING MILL ROAD //;��'/QNAL 15 of 37 ilibson PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, C CHECKED: SSB CHECKED: ACD STORMWATER POLLUTION PREVEN71ON PLAN CONTRACT 04-02 297+00 298+00 299+00 300+00 301 +00 302+00 303+00 S i 1AFM R � j G Af,hf IYr.E t I N �-- � J ► � I iI IE j I ; / I -' , � ' I i I ► u J J i ;, 1 / // / I li i ► FI I_ i �J ►l� I ,! STA: 127+43 37 LT I STA: 300+82 31 LT �----- ----—-- J- — � - --- - 7z- �— G _ —T—- i I X71 T - --- T --- T ---- T r i Y U T T T i --- LrINE "PR—A136" �I 136th STREET --------- `' LINE "A136" & SECTI 1�-ttN�� -- ---- — — -�— — � - --- - �� ;� � ,�------- --- --------------- ------ ----- q CD 0 — " I -f- � �_ - ----------- - -- __ STRUCTURE DATA STRUCTURE DATA LOCATION FLOW LINE Z w J LOCATION FLOW LINE w _ W U J J W a Z Z W = W ZO J Z W Z Ld MANHOLE, INLET, w ; O �� MANHOLE, INLET, w w Q p0 U Y w Z 0 w n w � W F- J I- U- Q W - U W F- -� F- l- Q W U �- m SIZE �- CATCH BASIN, OR O UP DOWN w w Q U Y �- W U Z -I ~ Z Y m U a_ W U Z m SIZE CATCH BASIN, OR O UP DOWN ~ SPECIALTY Uj w i,� REMARKS U I? U �- z Y � U o- w z REMARKS STATION OFFSET STREAM STREAM Uj cn c� U w Q �' E Z STATION OFFSET SPECIALTY J STREAM STREAM w � 0 U w a �`' � a W z Z a STRUCTURE Q W m � U j m a �- F- -t Z STRUCTURE j (/) W m � (� m a d OU FO N Q inch If ft ELEV. ELEV. YR. yd' ton EA. 1 inch a If ft ELEV. ELEV. yd' ton EA. 10 102+85 53.5 LT 1 38 124+15 25.0 LT 12 RCP INLET J-10 48 1 1.5 873.19 872.71 14 39 11 103+40 33.5 LT 24 RCP MANHOLE C 57 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 1 104+38 25.0 LT 12 RCP INLET M-10 25 861.70 861.45 1 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 13 104+38 25.0 RT 12 RCP INLET J-10 48 862.20 861.72 12 Future Work By Others 41 125+37 28.0 LT 12 RCP INLET B-15 51 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 25.0 RT 12 RCP CATCH BASIN C-15 8 2.1 871.81 871.67 6 43 15 1 104+66 25.0 LT 12 RCP CATCH BASIN J-10 4 861.45 861.42 14 Future Work By Others A43 125+37 35.8 RT 15 RCP MANHOLE C 84 3.8 871.30 870.88 57 43A 16 105+33 25.0 RT 12 RCP INLET B-15 64 861.56 860.93 19 Future Work By 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 12" PIPE CATCH BASIN 12 862.36 862.28 18 44 127+26.6 42.9 RT 12 RCP CATCH BASIN K-10 4 1.9 871.79 871.75 2 45 18 105+78 31.5 LT 24 RCP MANHOLE C 108 3.1 859.90 859.58 85 14 A45 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 31.9 LT 12 RCP INLET B-15 57 1.5 871.16 870.75 12 47 20 106+30 25.0 LT 12 RCP INLET M-10 49 861.65 861.17 19 Future Work By Others 47 127+98 25.5 RT 12 RCP CATCH BASIN C-15 4 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 AISS 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 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 25.1 LT 15 RCP INLET B-15 6 1.2 871.45 871.39 2 54 26 1 110+72 25.0 LTI 12 RCP CATCH BASIN K-10 4 2.2 870.13 870.10 2 25 53 298+47 19.5 RT 15 RCP INLET B-15 7 0.8 871.84 871.78 2 1 55 27 110+72 25.0 RT 12 RCP INLET J-10 48 1.5 870.63 870.15 14 26 AA 54 298+57 25.8 LT 18 RCP CATCH BASIN J-10 9 2.8 870.31 870.23 5 56 28 1 114+72 31.5 LT 18 RCP MANHOLE C 396 4.5 868.28 866.70 1 339 25 55 298+57 18.0 RT 15 RCP CATCH BASIN J-10 40 1.1 871.78 871.31 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 1.4 870.00 869.93 1 2 30 A 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 1.3 870.08 870.02 2 32 61 301+05 25.0 RT 12 RCP INLET J-10 43 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 1 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 2.2 874.26 874.23 2 35 63 1 302+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 66 303+02 25.0 RT 12 RCP INLET B-15 7 1.3 869.32 869.25 2 64 B I 1 67 305+77 31.5 LT 1 ' I 1 68 299+23 53.6 RT Reconstruct Manhole and Ad' st Castin 1 1 69 299+54 1 30.3 LT 1 Reconstruct Manhole and Adjust Costing A A m m < I ---- o ---- I > I FX =L==== I a WATER I I I 6" 2'-6" 6" I �a I WATE I a as I s 2 c0 tp CO I a I 1 Qa CV a CV I 6" 2'. 6" 6" 6" 3'-10" °" B , 6 It 4 Go I" oQ PLAN SEC-nON A-A SECTION B-B CATCH BASIN TYPE C NOT TO SCALE REVISIONS HORIZONTAL SCALE BRIDGE FlLE Historic Fort Harrison �����\\J!IIVOii RECOMMENDED ,0 DATE ITEM 8901 Otis Avenue ,Q-l �isrE SF FOR APPROVAL a ` OF VERTICAL SCALE DESIGNATION 8/03/04 10 REVISED & ADDED STRUCTURE DATA Indianapolis, Indiana = No. = ESIGN ENGINEER ATE ( I 46216-1037 =-v ` 19300171 10/01/04 REVISED STRUCTURE OFFSETS AND PIPE LENGTHS • 1-800-898-0332 STATE OF [� SURVEY BOOK SHEETS © REVISED do ADDED STR. X17 AND X23 TO THIS CONTRACT - 9 317-826-7100 %j /N�IANP G��� DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD 17 of 37 10/06/04 REVISED STRUCTURE OFFSETS AND PIPE LENGTHS /� ZONAL�����`\ CONTRACT PROJECT ® Rormerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. ��II11111�� CHECKED: JJV CHECKED: SSB STRUCTURE DATA TAB RIPRAP DITCH TABLE MAILBOX APPROACHES UNDERDRAIN TABLE LOCATION RIPRAP DITCH --- - --- I �SF MBLY Pr D LONGITUDINAL DRAINS LT RT BOX DESCRIPTION WIDTH A` STATION j W,(ft) SINGLE jDOUBLE a_ z o z z w LT 110+72.0 1 - - i w w ~ Q = < x ----- - --�. +_ -� - STATION c ° x ° z REMARKS LL- J - FROM TO - --- --- - ----- - - - 0 co Ll-STATION STATION J w - ----- - - - --- -�- --- -- t - -t as a ° C) ° o) o ow -- --- - -- -- ---- - -- -1 __.. --.-- -- -- > LT'RT ft yd 3 d2 �-----�-_-- Xj 110+72.0 ------- --- -- 400 32 52 27 ton ton -yd2 - TOTAL , 1 X 114+72.0 - X 115+33.0 256 21 34 34 ----------------- --- ' X 117+89.0 AT STRUCTURE NO. 10 -9 --- -7- -- _- --- - - ---- - X 121+14.0 325 26 43 37 _ AT STRUCTURE N0. 67 12 9 X 124+15.0 301 24 40 39 - ---- -- --- X 125+37.3 123 10 16 42 65 6 9 42 -- - -- X 125+97.2 --- -_-. -- ____- --- -- -- _-- - ____-- X 126+93.9 45 4 6 44 X 127+26.5 38 3 5 44 -- X 127+60.8 38 3 5 47 _ TOTALS 21 16 X 127+98.0 237 19 31 47 X 130+35.0 ---- _X _ 110+72.0 400 32 52 25 X 114+72.0 ------- - X 115+33.0 - -- _ X- -_-_- 117+89.0 256 21 34 33 SIGN REMOVE SIGN REMOVE + RELOu"ATE X 121+14.0 325 26 43 36 - - - --- X 124+15.0 301 24 4 38 LOCATION EXISTING LOCATION PROPOSED LOCATION - -- 72 6 10 41 ----------- MESSAGE REMOVE - -- --.-- __-- _-{ MF S ;AGF REMOVE X 125+37.0 -- STATION OFFSET STATION OFFSET STATION OFFSET X 127+16.7 ------ 88 7 12 46 -------- - ------------- --- -- ---- - -± - - _ -- -- - X 127+98.0 124+43 -- _- 14 LT CARMEL WELCOMES YOU --- 1 -__-- - -- 110+40 37 LT 110+40 -_ 42 LT _1 _-_NO fRESPASS1-- N_ X --- 130+35.0 237 19 31 46 --- -- -- --- ---- _ _ - 125+03 14 LT DO NOT PASS 1 121+23 49 RT 121+23 56 RT STOP 1 � X 293+61.0 X 297+52.0 ---- - -- ---- -- 95 8 13 53 ` 125+92 31 RT STOP 1 123+87 11 LT 123+87 29 LT ;PEED LIMIT 40 1 X 298+47.0 --- -- X 299+29.0 - 1 11 53 1 -- 125+96 8 LT STOP 1 124+04 20 RT 124+04 29 LT SMOKEY ROW ELEMENTARY SCHOOL 1 X 300+54.7 -- -- - --- - -- -- --- X1 301+05.0 -- - -- -- - - - --- --- ---- ------ - - -- 187 15 25 64 125+98 43 RT STREET NAMES 1 125+35 17 LT 125+35 30 LT - ADOPT A STREET 1 X 302+92.0 - 126+11 22 LT STOP 1 126+73 32 LT 127+01 68 LT WOODS AT WILLIAMS CREEK 1 X 293+61.0 459 37 60 50 X 298+20.0 126+45 53 RT STOP 1 129+57 17 RT 129+57 29 RT - STOP AHEAD ` 1 X 298+57.0 102 9 14 54 X 299+46.4 126+69 36 RT STOP 1 301+51 24 RT 301+60 20 RT BRIDGE_ _WEIGHT UMIT 15 TONS 1 X 300+57.9 - ------------ -- ------� ---- ___� --- ---- ---- -- ---- --- -t -- -- X 301+00.0 45 4 6 60 126+79 3 LT STOP 1 -- TOTAL - -----. - 8 X 302+92.0 - - ----------- - - ---- - - ---------- - ---- - -- ------ - _ TOTALS 5118 415 676 TOTAL 9 i' v v v REVISIONS DATE ITEM X,���,1llllilf//,� HORIZONTAL SCALE BRIDGE FILE Historic Fort. Harrison , VO i � -- 8901 Otis Avenue �`Q. R�^ �� RECOMMENDED I `'�s �o v` FOR APPROVAL CM OF CAMM VERTICAL SCALE DESIGNATION Indianapolis, ln&-ua i No. = SIGN ENGINEER A r - 4:6216-103 7 ! 0 19300171 I s7A �� DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS 1-800-898 0332) I �0, NDiANP - - ---- --- - X17-826-r100 '?,% ��`\`v� I �X�f/iAL ���X\ CHECKED: JJV - CHECKED: SSB 18 of 37 Schrw�dw DATA TABLES CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. � 11 i I{.� _ __-__-- - 04-02 r -r - n 107 + 50 875 ------ 875 870 870 L------------jr ----------- ------ 865 865 00 860 860 ---------- —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 00 865 ----------- 865 860 21 860 855 855 -- --------- -100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 106 + 50 - r -- 875 875 00 870 870 nn 865 865 860 -—------ 8 60 855 855 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 106 + 00 875 875 870 870 50 865 865 864.44 86 N7) 860 ----——------- 855 6 rn irn 855 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 105 + 50 870 870 UL) 865 865 L 860 860 00 1* AD-- In 855 855 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 HORIZONTAL SCALE BRIDGE F1LE Historic Fort Harrison RECOMMENDED CM OF QRMKI, 1"=1 0' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DATE 1"=10 10-01-04 CROSS SECTIONS PROVIDED TO BUILD LEFT PATH 46216-1037 FROM SHOEMAKER DRIVE TO STA. 110+00. ROADWAY FOR 1-800-898-0332 DESIGNED: SSB DRAYM: SSB SURVEY BOOK SHEETS REFERENCE ONLY. 4jKA 317-826-7100 SPRINGMILL ROAD 1 ---j of I ' 2 Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. _j I CHECKED: JJV CHECKED: JJV CROSS SECTIONS UNE TO CONTRACT PROJECT 110 + 00 880 880 875 875 --------- 7777 870 870 T 865 865 860 860 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 109 + 50 %.,4 V- I _ -- - - - 875 875 t7 870 870 865 --------------- 865 860 860 855 855 Lop - - - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 109 + 00 875 875 UU ........- 870 - F-7 77 870 865 865 860 F LO 860 855 855 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 108 + 50 875 875 870 --------- 870 865 C) 865 -21 ------- r 860 860 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 108 + 00 875 —------ 875 r %)V 870 —----- 870 865 865 8 0 6 00-- 00 860 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison RECOMMENDED OF 1"=1 0' = 01 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DATE in=10' 10-01-04 CROSS SECTIONS PROVIDED TO BUILD LEFT PATH 46216-1037 SURVEY BOOK SHEETS FROM SHOEMAKER DRIVE TO STA. 110+00. ROADWAY FOR 1-800-898-0332 DESIGNED: SS1B DRAWN: SSEI SPRINGIAILL ROAD REFERENCE ONLY. 317-826-7100 2 of 2 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED:— JJV CHECKED: JJV CROSS SECTIONS UNE *Bw CONTRACT PROJECT 00 870 870 865 __------ ------- - ----- =_ 865 860 24" 860 855 a? c6 855 —100 --90 —80 —70 —60 —50 —40 --30 --20 10 20 30 40 50 60 70 80 90 870 870 865 -- -- __ _ 865 860 24" � 860 I-) co 855 ac) 00 855 —80 --70 —60 —50 —40 —30 - C? _ �� 10 20 30 40 50 60 70 80 90 870 { 870 865 _ ---- ------ -— ------- 865 i 860 ( 4» 860 855 - 855 —70 —60 —50 —40 —30 --20 - 1 G) 0 10 20 30 40 50 �j I + 0 870 870 865 -- ---- --- — -- -- _ 865 860 C) 24" 860 0 .14 Lo 855 CO as 855 —70 —60 —50 —40 --30 -- 20 - 1 {:! 0 10 20 30 40 50 60 70 80 90 100 L J I 870 i - 870 865 ! 865 860 860 24" _ 855 cs 855 L 850 ate-, , 850 —100 —90 —80 —70 —60 —50 —40 —30 —20 --10 0 10 20 30 40 50 60 70 80 90 100 J V r J h HORIZONTAL SCALE BRIDGE FILE > Historic Furl Harr :o;l � RECOMMENDED CTff AMM 1"=10' 8901 Otis Avenue , FOR APPROVAL OF C VERTICAL SCALE DESIGNATION ' Indianapolis, lndiat:,,-a DESIGN ENGINEER DATE 1"=10' 46216--103 Schrokler 1-800- 898-0332' DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS 26- l00 — w CONTRACT 19 PROJECT 37 CHECKED: JJV CHECKED: SSB CRASS SECTIONS UNE B Formerly Schneider Engineering Corp. ,/ Bohlen, ys p, Gbson & rL4c e, 4Mf -------- 04-02 `r 875 875 870 ----- 870 865 r 865 860 21 � 860 00 CO —100 —90 — 80 —70 —60 —50 --40 --30 — 2.0 — i 0 10 20 30 40 50 60 70 80 90 100 875 875 870 -- 870 865 865 860 21 860 855 855 cz co --100 —90 —80 —70 —60 --50 --40 --30 -201 i J 0 10 20 30 40 50 60 70 80 90 100 q N 875 875 870 4`_ 870 865 — - 865 , 860 21 - 860 ( CO 855 855 —100 —90 —80 —70 —60 —50 —40 --30 —20 1c:, 1 1U 20 30 40 50 60 70 80 90 c —+-- 0 0 875 875 i i 870 870 865 865 0 " 860 21 r� I 860 CD Ln 855 cr= (D ! 855 00 00 —90 —80 —70 —60 —50 —40 —30 —20 --10 0 10 20 30 40 50 60 70 80 �- t- 50 870 870 865 865 ----- 860 0. 249$ 860 Lc) L' 855 « c� 855 - CC) 00 j —90 —80 —70 --60 —50 —40 —30 --20 - 1 C) a 10 20 30 40 50 60 70 80 90 r J a J 7 HORIZONTAL SCALE BRIDGE FILE 3 Historic Fort Harrison RECOMMENDED CM OF CAMM 8901 Citis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indianro DESIGN ENGINEER DATE r 46216-1037 • 1--800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY ®°oK SHEETS } � 317-826--7100 � 20 of 37 CHECKED: JJV CHECKED: SSB CROSS SECTIONS UNE B' CONTRACT PRO,ECT Formerly Schneider Engineering Corp. % Bohlen, Meyer, Gibson & Assoc. 04-02 ) r r c) 880 880 50: 1 875 50: 1 � x 875 870 . 870 865 0 21 " 865 r7 860 �' cr' 860 —70 —60 —50 —40 ---30 --20 10 20 30 40 50 60 70 80 90 100 875 875 ,�- 870 865 U 21" 865 860 860 855 c w r-- r rc� cf� 855 —70 —60 —50 --40 —30 --20 - 1 1 0 20 30 40 50 60 70 80 90 100 875 875 i 870 _ 870 865 21 " 865 1 860 860 855 co co 855 —70 —60 —50 —40 —30 ---20 i 0 0 10 20 30 40 50 60 70 80 90 100 875 875 , 870 870 865 J O 21 865 CD 0 860 ua a) _ 860 —80 —70 —60 —50 —40 —30 —20 - 1 r) �r 10 20 30 40 50 60 70 80 90 100 10r-) + 00 875 875 I 870 __ --- ----- - — --- — 870 865 865 21" 6> i 860 � Q0 "° cx) 860 --90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 ° HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrl�olj i RECOMMENDED 41 1"=100 8901 Otis Avenlie f I FOR APPROVAL ` OF Inc,ianapolis, lad an; DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION 1 =10 46216--1031 • 31 00 898-0 -;2 f DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS r i 21 1 of 37 CHECKED: JJV CHECKED: SSB �OSS SECTIONS "UNE B" CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson �� A ;uc_ ----- 04-02 Q,- 1 > + 50 880 880 4: 1 100: 1 X 875 77- 875 870 / 870 G 1$aa 865 0 F--) 865 00 00 8 860 60 —60 —50 —40 -30 - %0 --1 ! _) 10 20 30 40 50 60 70 80 T 1--1 L1 880 880 10: 1 50: 1 875 — 875 870 870 7 18" 865 r 1 865 C) A F, 860 �> 860 —60 —50 —40 —30 —_ 0 --i t:� 0 i 0 20 30 40 50 60 70 80 D 880 51 j 880 50: 1 i 875 875 870 . � ; 870 J 18)1 865 �..� 865 860 860 —60 —50 —40 —30 --20 -1 0 1 20 30 40 50 60 70 80 -f - -� J . 880 5: 1 880 50: 1 875 875 870 870 18" 865 j c 865 860 ' � �' 860 —60 —50 —40 -- 30 —20 --10 0 10 20 30 40 50 60 70 80 880 880 50: 1 8: 1 875 ------------ __ -- --- 875 870 /i 870 r 865 U 21 Lr) 865 ifi 860 00 w 860 —60 —50 —40 —30 - 20 - i �� 0 10 20 30 40 50 60 70 80 90 n HORIZONTAL SCALE BRIDGE FILE Historic Fort. Harrison RECOMMENDED aff OF � 1"=l 0' 8901 Otis Avenue FOR APPROVAL_ VERTICAL SCALE DESIGNATION Indianapolis, lncliana DESIGN ENGINEER DATE 1"=10' 46216--1037 • 1-800--898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEET 317-826-7100 22 of 37 CHECKED: JJV CHECKED: SSB CROSS SECTIONS "UNE 6" CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bob-lea, Meyer, Gibson & Assoc. 04-02 r r " a I U 0 880 880 10: 1 100: 1 875 X 875 870 O 12" 870 I 865 o M 865 860 00 00 —60 —50 —40 -- 30 ----20 - 0 0 10 20 30 40 50 60 70 80 860 0 880 880 10: 1 50: 1 875 X 875 870 18 870 865 - S 865 860 00 0x —60 —50 — 860 40 —30 --20 -1C) C) 10 20 30 40 50 60 70 80 880 880 10: 1 100: 1 875 -- - X 875 8 870 70 1$ 865 _. N 865 r_ r� 860 —60 —50 40 —30 —20 - i } 0 10 20 30 40 50 60 70 80 0 �., 880 4: 1 , 100: 1 880 875 - 875 870 - { 0 18" - 870 865 rn 865 860 00 co { —60 —50 —40 —30 —20 - i 0 0 10 20 30 40 50 60 70 80 860 1 i -+- 0 0 880 , 4: 1 100: 1 880 875 �. 875 i 870 U 18" 870 865 Ln - Lr) u7 865 860 n<1 W —60 —50 —40 - 30 -20 - 1 c :; 860 0 10 20 30 40 50 610 70 80 FlLE Historic -Fort HORIZONTAL SCALE BRIDGE art karr��orE � RECOMMENDED CM � 1"=10' � I 8901 �it0,.k �Ueru(, � FOR APPROVAL F VERTICAL SCALE DESIGNATI imLanapoLs, Indian". ON DESIGN ENGINEER DATE 46316-1Ci3 r 1"=10' `...,� • I-BUU 898-0332) j DESIGNED: SSB DRAWN: JJP SURVEY BOOK SHEETS 31 r -826-r 100 SPRING MILL ROAD 23 of 37 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc% � -� CHECKED:_ JJV CHECKED: SSB �USS SE��UNS "ONE 6� CONTRACT PROJECT 04-02 / I �— 880 10: 1 15: 1 880 875 875 870 - J .12" 870 865 ('1 o I 865 860 860 --80 -70 -60 -50 -40 -30 10 20 30 40 50 60 70 80 880 50: 1 12: 1 880 875 875 870 « 12., 870 865 865 860 860 -70 -60 -50 -40 -30 --?0 0 10 20 30 40 50 60 70 80 16 x 880 10: 1 8: 1_ 880 875 __ —_ _ 875 i 870 0 12" 870 CO 865 f � � � i � 865 860 co j 860 -60 -50 -40 --30 -20 - 10 0 10 20 30 40 50 60 70 80 6 + 0/ 0 880 880 5: 1 15: 1 875 875 870 0 12'> 870 865 865 i 860 oo 860 -60 -50 -40 -30 ----20 1 ! ; 0 10 20 30 40 50 60 70 80 880 880 8: 1 50: 1 875 -- -- - - --- 875 870 0 12" 870 > 865 �.� j 865 860 0o 860 t -60 -50 -40 -30 --20 --10 0 10 20 30 40 50 60 70 80 V r C] n HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison, RECOMMENDED CM OF CAItM 1"=10' 6901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DATE I I I 1"=10' 46,'216-10.17 1--600- 898-0332 DESIGNED: SSB DRAWN: JJP SPRING �� ROAD SURVEY BOOK SHEETS Schnekler 317-8-16-7100 MILL 24 of 3/ . CHECKED: JJV CHECKED: SSB CROSS SECTIONS "UNE B" CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04_02 r r r " Q I 885 12: 1 6: 1 I _ 885 X 880 -- - ---- ---- - 880 875 c> s7 0 . � 875 00 cx) -70 -60 --50 -40 --30 0 10 20 30 40 50 60 70 80 90 -� Do 885 5: 1 100: 1 ( 885 x 880 _ ----- f --- . _ -- 880 875 t� �r� 875 0 0 870 e:� a:.; � , 870 -70 -60 -50 --40 ---30 20 30 40 50 60 70 80 0 0 885 4: 1 100: 1 885 880 --- 880 875 _ 875 870 r, 870 00 Co 00 865 865 -90 -80 -70 - - - -- _ 3 60 50 40 -30 - � �_` : � 0 10 20 30 40 50 60 70 80 -11 8 -F- 5 0 885 885 4: 1 100: 1 880 \ -- -- --- — 880 875 870 - 870 Ll 865 c 00 865 860 `() 00 860 —10 —90 —80 —70 —60 —50 ---40 --30 0 10 20 30 40 50 60 70 80 118 - - 00 885 885 880 50: 1 50: 1 X 880 -- 875 875 870 ----- 870 I e 865 865 860 00 00 860 J -90 -80 -70 -60 -50 -40 --30 - 2'0 - ; ( ! 0 10 20 30 40 50 60 70 80 J HORIZONTAL SCALE BRIDGE FILE lIhsi.oric 'orf Harrison 1"=10' RECOMMENDED OIj7 1 =10 3901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION ' Indianapolis, Indiana � DESIGN ENGINEER DATE 1"=10' 46216-1037 schvww 1 --600-398--0332 DESIGNED: SSB DRAWN: JJP SPRANG MILL R0� SURVEY BOOK SHEETS 317---826- 7100 — LL 25 of 37 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & AS oe. CHECKED:_ JJV _ _ CHECKED: $$B CROSS SEC6nONS "UNE B" CONTRACT PROJECT - -- 04-02 �m 122 + 00 885 50: 1 50: 1 -— —--- --- --- _-2 885 880 � --- �------ ---�_ 880 875 - �' 875 TO 00 870 00 oa —70 --60 —50 —40 —30 —2.0 —10 0 1 30 40 50 60 70 80 90 870 2 i "D 1 890 890 �- 4: 1 _ ------ ---1 /—50: 1 885 885 880 0 Q0 875 2 a 875 00 —70 —60 —50 --40 —30 —20 —10 0 10 'D 0 40 50 60 70 80 90 1 J 1 + IJ 890 890 I 10: 1 885 X 2.73% --2.00% 885 --- _ --- _ CROSSWALK —3.03% 880 j 880 00 875 C-i c-� 00 00 875 00 co —70 60 —50 —40 —30 —20 —10 0 10 Z.0 30 40 50 60 70 80 90 100 J + JJ 15: 1 885 CROSSWA 2.00% 885 —1.97% LK 880 ¢ 880 875 cv N 00 00 i 8 7 5 00 00 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 22 + -72 885 100: 1 —2.00% 885 —3.04% CROSSWALK _ —3.42 880 - 880 Lo 875 N N 00 00 875 00 0o —60 —50 —40 —30 —20 —10 0 10 0 30 40 50 60 70 80 90 100 1 2 -f- 2 J) 885 10: 1 9: 1 885 880 I — 880 o 875 cv 00 00 875 00 00 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 Historic Fort Hrri Harrison RECOMMENDED HORIZONTAL SCALE BRIDGE FlLE CM �� 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION ff Indianapolis, Indiana DESIGN ENGINEER DATE 1"=10' 46,16-103, _ 1-800-898--0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS 317---826- 7100 26 of 37 — CHECKED: JJV CHECKED: SSB "O SECTIONS "UNE B* CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assn? PROJECT cz AREAS VOLUMES CUMULATIVE VOLUMES S uare Feet Cubic Yards Cubic Yards STATION 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 24+ 00 112+50 44.80 17.56 120.50 18.04 1235.98 43.96 113+00 38.12 29.88 76.78 43.93 1312.75 87.89 880 100: 1 8. 1 880 113+50 46.48 22.11 78.33 48.15 1391.09 136.04 96.23 34.20 1487.32 170.23 114+00 57.45 14.82 �- ---- 105.40 30.19 1592.72 200.42 875 - -- ------- -- 875 114+50 56.38 17.79 115+00 63.63 15.59 111 .11 30.91 1703.83 231.33 870 r 870 115+50 66.82 10.18 120.78 23.86 1824.61 255.18 00 00 116+00 73.14 7.20 129.59 16.10 1954.20 271.28 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 4 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 1 123 + 50 118+00 86.31 7.40 57.56 13.92 2548.64 324.52 142.74 15.31 2691.37 339.84 118+50 67.84 9.13 100.93 30.31 2792.30 370.15 100: 1 8: 1 119+00 41.16 23.60 880 h 880 67.22 46.96 2859.52 417.11 119+50 31 .43 27.12 -`' 53.83 55.12 2913.35 472.23 120+00 26.71 32.42 875 -----_--?-_ 875 58.86 48.84 2972.22 521.07 120+50 36.87 20.33 40.54 14.89 3012.76 535.96 870 870 120+75 50.70 11.82 31.95 6.89 3044.71 542.85 00 120+90 64.32 12.97 25.68 3.71 3070.39 546.56 I -80 -70 -60 -50 -40 -30 -20 --10 0 10 20 30 4'- 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 3421.54 562.49 122+50 25.64 16.35 82.31 23.28 3503.84 585.77 123 + 00 123+00 23.29 28.13 45.31 41.19 3549.15 626.96 4 885 885 123+50 26.45 18.35 6.05 43.04 3595.21 670.00 20: 1 /-8: 1 124+00 32.83 17.38 54.89 33.09 3650.09 703.09 880 880 0.00 0.00 3650.09 703.09 875 --- __ ._-----_ 1 875 870 d 870 i 865 00 100 , 865 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 122 + 50 885 100. 1 8: 1 885 880 - _ i ', �� � 880 875 875 870 870 o0 00 00 00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 r r r a J a HORIZONTAL SCALE BRIDGE FILE 3 Historic Fort Harrison � RECOMMENDED Cff OF 1"=10' 8901 Otis Avenue FOR APPROVAL SCALE DESIGNATION Ind anapohs, Indialla DESIGN ENGINEER DATE 1"=10' 10 r 46216-1037 • 1-800--898- 0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS 317-826-7100 27 of 37 CHECKED: JJV CHECKED: SSB CROSS SEC110NS "LINE 6" CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. - , - 04-02 �- r " n_ 128 - 50 880 _-T r - - - ROW - - - _ - - - - --- - - - - - - - 880 875 _ ___ - - -_ __ --- - - -- _ -- - ---' - ---_ --- -- --- - - - 870 -- - - - - 870 -f - - - ---- _ -- - - - - 1.==- - -- - - �° ° _ _ - - - - -- - -- 865 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 128 + 00 880 4�7 880 875 - - - ---- - --. - --- _ --- -- 875 _ - - - _—-7---77 -- - - 870 - _ - - - --- - - L --- - -- -- _ 00 - - - -- _ - -- --- _ - -- -- _- __ 865 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 127 + 50 880 - _ -- -- _- - - --- -- -- - - - - D. r - _ - _ - ----- -—_ - - - - - - - - - --- 880 875 - --- - - - -- --- - - - - -- - 875 870 - - --- --- - - - -- -- 870 865 _----- - - - ---- -- - - - -- _- _ - -- - 865 0 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 125 + 50 880 - - - - - -- - - - - --- -- - - - -- - - - - - - - -- -- _ - - - _ - 875 -_--__ _- - - -- - - - ---- -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 125 + 00 880 - --- - --- - - - - _ - - _ - - - - - 880 ---------------- --- 875 - -- - -- 875 870 - - - --- $ -- _ 870 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 124+ 50 880 --- - - - --_ - - - - - - - - - - - ---- - 880 - 875 r - -- -- - --- - ---- - - - -- - --- ---- ---- - - 875 - - - - -ACD--- ___ 870 - - -- - - - - _ ---- - 870 ea - REVISIONS -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 10/06/04 ® ROUNDABOUT GEOMETRY CHANGE EFFECTING STA. 125+00 TO STA. 128+50 Historic Fort Harrison RECOMMENDED HORIZONTAL SCALE BRIDGE FILE cm �F 1 =10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DATE 1 —10 46216-1037 S� Now• 317 0826—8100 32 DESIGNED: SSB DRAWN: JJP SPRING MILL READ SURVEY BOOK SHEETS 28 of 37 Formerly chneider Engineering HECKED: JJV CHECKED: SSB CROSS SECTIONS *UNE PR-B1� CONTRACT PROJECT y Corp.rp. Bohlen, Meyer, Gibson & Assoc, 04-02 130 + 81 875 - -- - - - -- - - - -- - - - - -- - - 875 870 -- - --- - - -- - -- -- — _ -- - --- 870 - - _- - - - 5 _ _- - V. -868.7 _ 865 ANHANni F -- -- -- - - - -- 865 - - ----- ---- -- - N -- - -- -- -- -- --j --_- -- - - -- -- - - -_ - -- -- - - - --- -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 130 + 50 875 ----- - - - -- _ FU- =0AEy= 875 870 --- � ---- - -- -- — — — — 870 t 865 _- ' _ _ - - - _ ---- --- a3- tee- - -- -- -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 130 + 35 875 - - -- - - - - _ fi - �_- - t - --- - - 875 870 - - --- - -- -- - -- - - ---- --- - -- -- -- --_ -- -- 870 865 - - ---_ - - - _ - - - _ - -- - - 865 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 130 + 00 875 - -+ - -- - , - -- - -- -- - _ _ - - 5. 875 870 _ - --- _- ----- -- - - ---- - --- - -- - - -- 870 - ---__ _ --- - - _- - -- - --yo-- � - -- - - - 865 - - - - - - — -- - - -- 0 i-Ga -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 129 + 50 ROW 875 - - - - -- - -- -- - -- ---- -- __ -- -- i 875 870 ----- - - - _- - - -- -_ ----- - - 870 - -- -- -- --- -- -- --- - --- oo - 865 - - -- - - - - --- 865 -- -- - t -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 129 + 00 ROW 875 875 870 --- - - - - - - 870 865 65 -_ _ - -- -- - - - - - - - - -- - 1 � 8 REVISIONS -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8/19/04 LINE "PR-B1" PROFILE GRADE CHANGE 10/06/04 1 ROUNDABOUT GEOMETRY CHANGE EFFECTING STA. 129+00 & STA. 129+50 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison RECOMMENDED Off OF MAXIM 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DATE 1"=10 46216-1037 • 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS 317-826-7100 �+�► ��� 29 of 37 CHECKED: JJV CHECKED: SSB CROSS SECTIONS 'UNE PR-B1� CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-02 AREAS VOLUMES CUMULATIVE VOLUMES STATION S uare Feet Cubic Yards Cubic Yards CUT FILL CUT FILL CUT FILL 124+50 34.73 24.74 57.43 45.26 57.43 45.26 133 + 00 125+00 27.18 23.93 35.10 80.27 92.54 125.53 - - - - - -- -- - ---- _ r - 125+50 10.41 63.10 - - - _ _ - -- --- - -- _ � 8.04 109.90 100.58 2 - - _ _ --- - -_ - - - _ - - -- - -- - - - - - - 880 110.53 880 -- - - 125+84.18 2 29 - --- -- --- --- - 0.0 0.00 100.58 235.43 875 - - - _ - - - - - - - _ - 875 AREAS C AM -- - - -_ _ - LTMULA Yards 870 870 - - - -_ -- - _= -___ - - - _---_ - _ __ _ _- - - - - -_- STATION Square Feet Cubic Yards Cubic -- - � -- - - --- -_ - --- � --- CUT FILL CUT FILL CUT FILL 865 865 127+34.11 0.00 3.21 - - -- -- _ -- --- -- -- --- --- - -+ - - - --- - - 2.91 27.07 2.91 27.07 - --_ - --- - - -- } -- 1 - - -- - 127+50 9.90 88.77 - - --- _ - - - �- - - - - - --- - eo- - - - -_- 32.44 121.59 35.35 148.66 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 128+00 25.14 42.55 53.28 66.40 88.64 215.06 128+50 32.41 29.16 55.04 52.25 143.68 267.30 129+00 27.29 25.98 46.00 42.13 189.68 309.44 132 + 50 129+50 22.39 19.52 30+00 25.72 32.32 44.55 48.00 234.23 357.44 - -- -- - - - - - -- - - -- T--- - - - 31.78 44.29 266.01 401.73 -- ---__ - 130+35 23.31 36.01 ff } l FU -==1�0AD - 875 - - - --- �X- --- - --- 875 - _- - -- - ---- _-- RS - _ - 130- 50 15.29 3.68 10.72 11 02 276 74 412 75 --- - - - - - -- 131+00 14.27 3.37 � 27 8 - - --- - 24.44 5.15 328.55 870 -- - - -- _- _ 870 131+50 12.12 2.19 - _ - - - - �- -- -- - - --- - _- - -- - 19.71 3.79 348.26 428.22 132+00 9.16 1.91 865 - - I __ - - 865 37.58 1.77 385.84 429.99 - --- ► --- -- _ - - - - - -- - - 132+50 31.42 0.00 l ---}- - - - 29.10 0.00 414.94 429.99 - - - - - - ] __ - - - 133+00 0.00 0.00 1 - -i_ - t - - - - °° �°_ -- 860 860 - 0.00 0.00 414.94 429.99 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 132 + 00 --- - 7 i - 880 880 i- - - - - - -- -- -- - - - -- _ - - -- -- - - - -- 875 875 -- - - - 870 870 - ---- - -- - - - - _ - - - - I, _ oQ - - - -- - ce= LO 865 r _ _ - _ __ _ - N - - -_ - - 865 - _ - _ - -- _- - - _ �-ice- -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 131 + 50 - - - - _ FUT1 R RO D 875 --- -- 875 - - - - ---- ---BY OTHERS 870 865 865 - - - -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 131 + 00 875 - -- - -_ - - - - - - - By -UT 870 - -- - -- - 870 865 I- _ __ - - -- - - - _ .- -- 865 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 REVISIONS 8/19/04 ® LINE "PR-B1" PROFILE GRADE CHANGE WITH RESULTANT EARTHWORK QUANTITY CHANGE HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison RECOMMENDED Off OF L 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DATE 1 =10 46216-1037 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK 30 SHEETS 37 317-826-7100 s CONTRACT PROJECT oFff Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: SSB CROSS SECTIONS UNE PR B1 04-02 885 885 880 880 875 N ; 875 0), I 870 0 00 870 -90 -80 -70 -60 -50 -40 -50 --=L� -10 0 10 20 30 40 50 60 70 80 90 U �� _.� J 0 885 885 j 880 880 875 �l 875 870 00 cp 870 -90 -80 -70 -60 -50 --400 - '0 -- ? 0 0 10 20 30 40 50 60 70 80 90 9 ,2) --fi-- U 0 885 885 880 �_--___--- - - 880 875 0 875 L0 rn 870 ao ao 870 -90 -80 -70 -60 -50 -40 -30 -- (.'_0 --10 0 10 20 30 40 50 60 70 80 885 885 i 880 ---_ -__-__ �� 880 875 «. 875 c�i u f 870 (.0 ; 00 1 870 -80 -70 -60 -50 -40 -30 -20 10 v 1 �� 20 30 40 50 60 70 80 885 885 880 ---- - 880 t 875 © 875 ,n d - a� o 870 0 00 870 -80 -70 -60 -50 -40 -30 -20 --10 0 10 20 30 40 50 60 70 80 -E- 61 885 885 880 --' -�------�--�._ , � 880 875 U) Q0 875 I a r, 00 870 LO a-) { 870 -80 -70 -60 -50 -40 -30 -2w) 0 �? 10 20 30 40 50 60 70 80 t HORIZONTAL SCALE BRIDGE FILE ri Hilt-uric Fort HarrisoT; RECOMMENDED `an OF 1"=10' 6901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION , Indianapolis. Indiana DESIGN ENGINEER DATE 1"=10' r 46216--1.037 J 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK 31 SHEETS 37 317-826-7100 CHECKED: JJV CHECKED: SSB CROSS SECTIONS "UNE PR-A1w CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & As-;,.)(,. � - 04-02 298 + 50 880 - - - - ---- -- -- -- -- -- - -- - -- -- - - - - - -- - t - -- - - _ --- - _ 880 875 _ -- -- - -- - ---- - ---- -- - - - --- - _.- - - 875 870 - - - -�- - -- --- - - - - - -- - _ t-- - _ - _ ----- 870 865 865 - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 2984- 00 880 - - - - - - - - - -- -_ --�- - -j=- - - --- - - - -- - - ---- - - 880 t 875 - _ _ _ --- t-- --_ - - ---- -- -- - - - - - - - 875 -- - ----- _ 870 - -- -- - - -- - - -- --_- -- - - ---- -----1 j - - -- -- - - - _ - - - _ -- _- -- - -- 870 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 2974- 50 880 --- _ - -------- - -� : 880 - -- -- - -- -- - - - 875 - - - - - - - - _ - -- - - - 875 870 -- - ---- n- -c4 - - --- - - - - - _ - --- -- - -- - . 870 - -- - r,= - - - - - -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 2974- 00 - 880 - - _ _ __ _ __ __ ......_ _-_ _-_ _ _ 880 875 - - - - -- - --- -- ----------- --- - - --- - 875 - - - 870 _ _-- - -- - -- --- _--- _- -- - -- -- - _- - - _ -_ _ 870 - -- -- - - - .: - - _ - - - - -_-_ ---- ,- - T - -- -- --- ---- __ -- --- ----- - _ - _ --_- - -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 2964- 50 885 - - - ---- - - -- - - -- -- - - -- - _ 885 880 --- - - - -- -- --- _ - 880 875 - - - -- - - -- -- - - 875 0 LO - - - - - - - 870 _- -_ --- - _ - _ - -: - -------00- 00 - - - ----- - -- - - - 870 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 2964- 45 885 --- - - --- 885 880 880 CIT-- - - - 875 _ --- -- -- -- - - _ --- - - -.- - -- - _ _: - __ - 875 - - -- - - 870 - --- - - ---_ -- _ - - -- ---- _- -- --_-_ -_- - _ _ - -- - -- - _- - - - -- -- 870 - - -- -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 REVISIONS 10/06/04 ® ROUNDABOUT GEOMETRY CHANGE EFFECTING STA. 298+00 TO STA. 298+50 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison RECOMMENDED Off OF CAIUM 1.=10, 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DAIS IF 1 =10 46216-1037 • 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING DILL ROAD SURVEY BOOK SHEETS OU 317-826-7100 32 lof 1 37 CHECKED: JJV CHECKED: SSB CROSS SECTIONS "UNE PR-A136 CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-02 302 - 56 . 50 880 - ---- _ --- - - -- - - 875 - ---- --- - ----- --- -- - - - - -- _ --- _ - - -- -- - - -- : - - 870 870 ------ - -- - - 865 --- --- - - -- - - 865 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 302 + 50 880 - _ - _ 880 T - - - _ _ -- 875 -_ -- - - --- -- — - - 875 870 - _ - --- --- -- -- -- - - - -- 870 - - -- - _ - 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 - - -- --- - - - - - - - -- - -- 870 865 - --- - - - -- -- - - -- _ --- 1- __ep - - — - -- - _ -_ - - - - -- -- _ -- _= 865 - ----- - - - - --- - - ------- --1 _ - -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 86 5 - -_ :_ -I _:: - _ - - _ - -- _- --- 865 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 301 + 00 880 - - - -_ - - - - - - -- 8 --- - -- - _ - 875 875 -- - -- - -- 870 ---- - - - ea - -- —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 299 + 00 880 -- - - - -- - -- - -- - - -- -- - - - __ 880 875 - - - - - -- -- -- -- - - - -- -- -- 875 870 - - - - --- --- -- - -- - - - -- --- - -- - -- -- ---- -- - - - - - -- -- 870 - - _ -__ - ___ - __� :-_ : �- _-_-� _-_ :_. � - _ - 1_°o- - -- � -- ____- � - 865 -- - - - --- ---- -- -- 865 REVISIONS —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 10/06/04 ® ROUNDABOUT GEOMETRY CHANGE EFFECTING STA. 299+00 TO STA. 302+00 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison RECOMMENDED C OF 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DAIS in=10 46216-1037 1-800-898-0332 DESIGNED: SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK 33 Hof 37 Ran 317-826-7100 M CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: $$B CROSS SE���S LINE PR-A1 04-02 875 875 870 - -- a 870 G O Et 86 5 �; � �,. 865 00 co —70 —60 —50 —40 —30 _.-20 --10 0 10 20 30 40 50 0 —�- c 875 875 870 870 C.; 865 �� r 865 ExJ cr� —70 —60 —50 —40 —30 —2-0 —10 �J 2C, 30 40 50 875 875 870 870 r-1) a) 865 O, 865 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 i 3 0 . + 3 3 875 875 Ell 870 870 865 3 ��; h 865 (c) —90 —80 —70 —60 —50 —40 —30 —20 - 1. 0 11 10 20 30 40 50 60 70 80 880 880 875 875 870 i 870 Lo � NI 865 f 865 1 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 a 333 —+- 00 880 880 875 875 , 870 - 870 865 O 865 Co —80 —70 —60 —50 —40 —30 —20 --10 0 10 20 30 40 50 60 70 80 9 n -+ HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison-, RECOMMENDED OF 1"=10' 890i Oils Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DATE 1"=10 t 462.'6-1.03- 3 • i-800-898--0332 DESIGNED: DJS DRAWN: JJP SPRINGMILL ROAD 3 SURVEY BOOK 34 SHEEN 37 °- 17-826-7100 CHECKED: JJV CHECKED: DJS c CONTRACT PROJECT x, Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CROSS SECTIONS "UNE PR Al 36* 04-02 n Y 7 306 + 50 875 875 870 �------ - =--------,__ , i -------�--- ,_ 870 865 -- 865 860 ! � 0 860 0 0 855 0o co 855 -100 -90 -80 -70 -60 -50 -40 -30 --20 -10 0 10 20 50 4i1 50 60 70 80 90 100 306 + 00 875 875 870 870 865 -_---. \ 865 860 0 860 AREAS VOLUMES CUMULATIVE VOLUMES CO CO Square Feet Cubic Yards Cubic Yards 855 855 STATION -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CUT S CUT FILL CUT FILL 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 + 5 0 295+00 24.91 20.49 36.94 43.08 60.78 158.03 52.23 34.55 113.01 192.59 295+50 31.50 16.83 875 875 68.97 25.89 181.98 218.47 296+00 42.99 11.13 75.03 14.95 257.01 233.43 33 43 -rt 296+45 47.05 6.82 8.34 1.32 265.34 234.75 296+50 42.98 7.40 77.33 12.36 342.67 247.10 865 - f 865 297+00 40.54 5.94 76.47 13.51 419.14 260.61 297+50 42.02 8.12 860 O 1 LO 860 90.29 13.25 509.43 273.86 298+00 55.50 6.19 CO CO 298+50 33.06 15.10 82.00 19.71 591.43 293.58 855 8r�5 42.22 85.53 633.65 379.11 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 299+00 12.54 77.28 299+12.29 12.54 77.28 5.71 35.18 639.35 414.29 0.00 0.00 639.35 414.29 305 + 00 AREAS VOLUMES C UMULATIVE VOLUMES 875 ! 875 S uare Feet Cubic Yards Cubic Yards STATION -- - ---- -- CUT FII L _ CUT F''F;I.�L CUT FILL 870 --- --- -- 870 - - -- 300+62.19 0.00 17.96 i LO 23.32 25.97 23.32 25.97 865 r- rn 865 301+00 33.30 19.14 `- 49.08 46.10 72.39 72.07 301+50 19.71 30.65 44.61 51.08 117.01 123.15 860 302+00 28.17 25.37 I, � '� 860 ', -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60.33 35.95 177.33 159.10 302+50 36.96 13.89 302+56.50 36.87 12.90 8.88 3.20 186.21 162.30 303+00 37.05 23.66 59.55 29.45 245.76 191.75 303+08 30.83 28.86 10.06 7.78 255.82 199.53 303+50 37.67 1.38 53.28 23.52 309.09 223.05 304+00 56.48 0.06 87.17 1 .34 396.26 224.39 56.42 304+26 60.70 0.00 0.03 452.68 224.42 r 304+50 54.55 0.00 51.22 0.00 503.90 224.42 r 69.26 0.85 573.16 225.27 305+00 20.26 0.92 27.80 6.16 600.96 231.43 ° 305+50 9.76 5.73 1 306+00 23.13 0 30.46 1 5.34 631.41 236.77 0.00 0.00 631.41 236.77 n ��! HORIZONTAL SCALE BRIDGE FILE Historic fort Harrison I RECOMMENDED C�Y' �� 1"=10' ' 8901 'Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNA11ON Indianapolis, Indiana DESIGN ENGINEER DATE 1"=10' 46216-1037 1-800 -893--0332 DESIGNED: DJS DRAWN: JJP SPR�NGM�LL ROAD SURVEY BOOK SHEEN der 317 -826--7100 35 of 37 Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: DJS � CONTRACT PROJECT� "UNE 04-02 11 + 93 . 58 - - - ---, 885 � 885 � - _ I- __- 885 885 - - 880 i 880 880 88�_, I - ' 8.75 -- 875 875 875 ; 870 - 870 a 870 8 0 - j oc 1 a> 865 00 00 6 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 80 '10 -+-- 71' 11 + 75 885 . `�8 5 885 .. _ 880 <�8`) 8b0 � 880 I 875 F> 875 -- 875 . 870 � co j L , 870 870 `4 Ln 1 r 86 5 00 1 865 865 00 00 ' E; - —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 + 50 885 885 885 i 885 _ 880 880 - 1 880 880 - - i 875 ' _ 875 875 - i 875 - 870 870 870 - - - T- 870 } - - N-) rn 4 00 °o 865 865 865 865 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 7Q —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 10 + 25 11 + 25 885 885 885 1 885 880 880 880 880 875 - - 875 875 --- — 75 -1 870 0 0 i -_ 870 o ao 7 a, 0 - 00 o 870 `�' 1 _ 865 + 865 0 000 8b5 - -- 865 -- —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 8C1 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 10 + 00 11 + 00 885 - - - - 885 I 885 885 - - r IJJI I I , I 880 880 - - - _ - - 880 j I - 880 I I - 1 - - - 875 , 875 875 _ 85 870 870 870 (0O { 870 I 1 1 - ao 00 00 ! 865 865 65 8 6 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 80 r 7 V n J HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison RECOMMENDED 1 =10 8901 Otis Avenue I FOR APPROVAL OF VERTICAL SCALE DESIGNATION 1 Indianapolis, Indiana DESIGN ENGINEER DATE 1"=10' r 46216-1037 1-800--898-0332 DESIGNED: SSB DRAWN: JJP SPRANG M�� R�� SURVEY BOOK 36 SHEETS 7 viek*w 317--826--7100 CHECKED: JJV CHECKED: SSB CROSS SECTIONS "UNE C3" CONTRACT PROJECT D Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-02 r e r AREAS VOLUMES CUMULATIVE VOLUMES STATION Square Feet Cubic Yards Cubic Yards CUT FILL CUT FILL CUT FILL 10+00 9.56 239.38 12 + 80 . 67 10+25 11.98 266.31 -0'23 127.72 -0.23 127.72 10+50 28.49 251.16 3.38 135.54 3.16 263.26 8 ' 10+75 5.44 176.42 10.37 96.52 13.53 359.79 880 10+92.27 587 2.54 48.30 16.07 408.09 88 . 182.32 0 1.46 875 -- � � 11+00 1.18 237.40 28.95 17.53 437.04-- 11+25 52.23 210.95 35.50 105.24 53.03 542.28 00 871 23.76 93.50 76.79 635.78 870 M 11+50 48.35 215.42 d- cp r� x;70 11+75 49.43 224.63 22.03 96.16 98.82 731.94 00 0 11+93-58 36.79 236.93 13.58 76.18 112.39 808.12 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 - 70 8Ci 12+00 38.35 229.53 3.93 26.46 116.33 834.58 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 12 + 75 12+75 23.40 259.36 11.50 128.88 163.70 1203.38 885 12+80.67 9.49 231.96 2'07 25.11 165.76 1228.49 �t�5 13+00 14.73 226.77 5.21 76.08 170.97 1304.57 880 11.79 102.97 182.76 1407.53 880 13+25 24.50 237.05 875 -- -- ---- - - 13+50 3.18 208.50 2.31 98.15 185.06 1505-68 - ---- ----------------- - ------ 8 7 1 0.00 0.00 185.06 1505.68 870 r 00 00 8 C? -60 -50 -40 --30 --20 --10 0 10 20 30 40 50 6 _ - ,- 0 I�1 8,_) 12 + 50 885 885 13 + 50 880 885 - 880 - - - -- - 875 885 88U - - � - - �_.__ _ ------- - 875 - - I 880 cti � � - 870 `n 8 5 1 � j � �r ca 870 1 - { I - - - - 875 865 CO - 870 { -60 -50 -40 -30 -20 -10 0 1 p 20 865 + F -- 1 870 30 40 50 6p 70 8�; - - oa co 1 _ r - - I -60 -50 -40 -30 -20 -10 0 10 20 310 40 - 50 60 70 80 12 + 25 885 885 13 + 25 880 885 880 f i 5 i � 1 5 ' 880 j _-----�--- -''� 875 � � � - 1 ! i ' �i � I � - � 88 - 0 870 o 1 - � 875 87G 1 -_-___--� 875 � c� 865 00 870 I - 1 20 30 4 I - -60 -50 -40 -30 -20 -10 i - f � � 0 10 0 50 60 70 8086r I d `° i 1 870 8 6 5 - 00 00 F- -60 -50 -40 30 20 _10 p 1 - 1 , 0 20 30 40 - 865 50 60 70 80 12 + 00 885 885 13 + 00 880 885 880 - - - - - -- 885 875 880 - - 1 _ 875 880 870 I - - -co 875 E 1 - 870 5 �- i j - - - - _ - - 87 865 - 00 L - 870 rn v7 - ao � : cD i i - 1 1 _ 870 -60 50 -40 -30 10 20 3 865 -20 -1 p p 0 40 50 60 70 80 - - --60 -50 -40 -30 -20 -10 p 10 20 3 I 0 40 50 60 70 8,0 i Historic Fort Harri on RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 8901 Otis Avenue FOR APPROVAL OF -1"=10, Indianapolis, Indiana DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION 46216-1-037 in=1 • 1-800- 898-0332 i DESIGNED: SSB DRAWN: JJP AWL E 317--826-7100 SPRING MILL ROAD SURVEY BOOK SHEETS 37 of 37 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: SSB CROSS SECI�S "UNE C3" CONTRACT PROJECT 04-02