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Springmill Road (131st Street to 136th Street) Concrete below this „ R2" 6 line may be poured 1" LINE "B" with the pavement. Pavement Reinforcement LINE "PR-A136" ' 6" LINE "PR-131" Variable .. � (SEE CONST. DETAILS) 40.0' 40.0' 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' 94 Stirrup Bars ® 2'-0" c. to c. & VARIES Hgt, & VARIES 26 16' 2 PRO �- 2-y PROFILE GRADE [2 2% MAX. 3'1 INTEGRAL CONCRETE CURB 26 2% MAX. VARIES 2 - _ _ _ _ _ _ _ _ __ _ _ ` 2% VARIES SCALE: 1"=1' MPX' 26 � 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-1311" 2 [1] [2 TA. 127+34.17 TO STA. 130+35.00 LINE "PR- B1" „ 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 ' ' 6.0' & " 55 18.0 2 0 VARIES 8.0' 6 4% _ � 4.0' 2.0' PROFILE GRADE � 4% AND LINE "C3" 1 -� 2% -- 2% MAX. 26 14" N 18 -� 3 26 0'S M4 k1 1 AGGREGATE FOR UNDERDRAIN 0.5' 15 26 D " A 17 K S 6 PIPE TYPE 4 FOR UNDERDRAIN LEGEND U R OUNDABOUT CIRCULATING ROADWAY SECTION UNDERDRAIN DETAIL O 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 O 165#/SYD QC/QA-HMA, 2, 64, SURFACE, 9.5 mm ON 275#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm ON 4" COMPACTED AGGREGATE BASE, NO. 53 STONE D1 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON LINE "B" 9" COMPACTED AGGREGATE BASE, NO. 53 STONE LINE "PR-A136" OK 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON LINE "PR-B1" 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON VARIES VARIES 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON TRAVEL LANE TRAVEL LANE 300#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, C19.0 mm ON 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm 1.0' 10' GENERAL NOTES: R 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm R PROFILE GRADE 1. ALL CATCH BASINS SHALL INCLUDE CATCH BASIN HOODS. HMA WEDGE AND LEVEL, TYPE B VARIES VARIES 26 f--- --� 26 2. ALL STATIONS AND OFFSETS FOR DRAINAGE STRUCTURES ARE GIVEN TO THE CENTER OF THE 115 SUBGRADE TREATMENT, TYPE D 3• _ 3.1 STRUCTURE. 6" UNDERDRAIN EXISTING PAVEMENT 3. ALL STATIONS AND OFFSETS FOR END SECTIONS ARE AT THE POINT OF CONNECTION OF THE PIPE. D1 COMBINED CONCRETE CURB AND GUTTER (TYPE II) 4. THE MINIMUM COVER REQUIRED AT ALL TIMES OVER PANHANDLE PIPELINE'S GAS LINES IS 36". IF 16 COMBINED CONCRETE CURB AND GUTTER (TYPE III) INCIDENTAL CONSTRUCTION - TAPER TO EXISTING HEAVY EQUIPMENT IS TO TRAVEL OVER THE PIPELINE, CONTACT THE ENGINEER AS ADDITIONAL COVER MAY BE REQUIRED. 17 ROLL CURB, MODIFIED STA. 107+88 TO STA. 110+00 LINE "B" STA. 130+35 TO STA. 132+50 LINE "PR-B1" 5. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF STRUCTURE TO STRUCTURE, THEN REMOVING 18 INTEGRAL CONCRETE CURB STA. 291+25 TO STA. 293+61 LINE "PR-A136" ONE-HALF OF THE STRUCTURE SIZE. 26 SODDING STA. 303+08 TO STA. 306+00 LINE "PR-A136" 6. ALL PAVEMENT AND SIDEWALKS WITHIN THE PROJECT LIMITS SHALL BE REMOVED UNLESS NOTED. 29 TAPER CURB HEIGHT ® 12:1 OX CURB RAMP (LETTER INDICATES TYPE) REVISIONS �\\\��III��/��, HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ���� J• vOR/ RECOMMENDED C OF 8/03/04 1 ADDED LEGEND NO. 8901 Otis Avenue \��Q'\ pis SF� FOR APPROVAL /O VERTICAL SCALE DESIGNATION Indianapolis, Indiana No. SIGN ENGINEER DATE 1/4"=1 10/01/04 CHANGED PG DEFINITION FOR PR-1 B 46216-1037 19300171 19300171 x Schrik6r 1-800-898-0332 STATE of acv\ZZ SURVEY BOOK SHEETS 317-826-7100 �"�`c�, !ND�00, G��\� DESIGNED: SSB DRAWN: JJP SPRING MILL RDA 2 of 37 /// ZONAL 0\�\\ �Z// \�\N CHECKED: JJV CHECKED: SSB TYPICAL SEC11ONs & GENERAL NQIES' CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. /1111111\ 002 10 + 1 ___ ___ -104+00 1 105 00 21 SM� _ +66 S 14 1 1 7+m 108+00 109+00 110+00 ' Rp�N E -� 1 MANHOLE = +70 STIR. 17 , 111+00 GA D o �,� LE TYPE C, 1 1 12" PIPE CATCH BASIN 1 " �E 1 ��'0 1 17 122' OF 24" RCP REQ'D. 1 , NE I 1 12' OF 12" RCP REQ'D MARK M. PALOMBARO o, 90 SPRING FARMS ; THOMAS D HODKI 1 THOMAS D. HODKIN & ° o 1 �� -� HOMEOWNERS ASSOCIATION, INC. +8 S 10 CHRISTINA KINSTLER - 1 +78 STIR. 18 1"°- SECTION 27, T18N, R3E SPRING FARMS r� CLAY TOWNSHIP +72 STIR. #25 +66 STIR. 15 ��- MANHOLE TYPE C, +30 STIR. 22 END ISEC ON REQ �. y �, �, 1 +30 STIR. #20 1_ Z HAMILTON COUNTY ' Future Work 6 Others W �, 108' OF 24" RCP REQ'D. / MANHOLE TYPE Co MANHOLE TYPE C Future Work , +38 STR 12 N m �o �1 1 1 Z , • 1 11 � By Others ��m // 248 OF 21 RCP REQ D. BEGIN PROJECT 238 OF 21 RCP REQ D. +72 STR. 26 L Future Work By Others Z 1 \ \ \ Z o +78 STIR. 19 o _ // CATCH BASIN TYPE K 1 4' OF 12" m ' 1� N N 1 T Future Work ��;;� // 2 +30 STR. 23 z STA. 109+50 RETENTION POND � - - - - - - - - - - - — J , ° Z o ,` 1 -8y - - - '-- - - - � a STONE, 2 RCP R ' M z -� CATCH BASIN TYPE K. EQ D. _ °' _ _ _ _ _ = 4' OF 12" RCP REQ'D N � D 15 ° 30.0' D&U m N D z m 1 C T. LI TS 1 m 1 � - = a R N 16 y NON ACCESS ESMT\ D� , �' ti m GREEN _— —R x l X — — ° CONST. LIMITS n z 30.0' &U NON ACCESS ESMT — ��C — —— — — — D1 U) 1 # �6REE 1�BELT BUFFER 40 R W _ - --- — — °°° °o° —- APP. EXIST. 40' R/W CONST�.IM1�S „ „ _ — — — LINE B & SECTION LINE °°°—_°°° ASPHALT ROAD N00'00'00"E — — - ROAD — — —— — — — — — — — —— —— — — — — —— —— — — SPRING MILL ROAD --- --- --------- LINE "B" & SECTION LINE CID - - - - - - - — -- -- -- -- --- --- \\ CONST. LIMIT] io_G X-1 G- -- - — '�1 �7 H �Z ❑Hz \ G G _ —_ —� — - T ❑H4— — 1 ❑H — rn-i�H— — — �H — — — — OH — OH— — — 0H — — OH— — — OH— -rnn� ❑ —_—EM 0 // G �— —� - °m o~ o 2 0' GREENBELT & DU&SE — — _ -�` o r — —Q FL —D _� E1— —_p li_ — ' — - �SV7 — — — \ -+ _ _ _ _20.0' GREENBELT & DU&SE —� PATH LOCATION FULL DEPTH HMI 1 �I Z +30 STR. 24. — ESMT S� o 00 — - - - - - - - — _ _ 'm ➢'" P'' PARKS AT SPRING MILL TO BE DETERMINED +33 STR. 16 + $ 21 \X N I / CONST. LIMITS PAVEMENT PATC,4, n p o -x STONE, 2 f rn HOMEOWNERS ASSOC. BY ENGINEER " 1 Future Work By Others Future Work OthersD a I �� Z�, Future Work D 15 a o m m < < n TYPE B y Others D1 70 BEGIN CONSTR TIOP I co C I ---�-- -- -- )� 00 00�D +38 SIR. 13 REPLACE EXISTING N I I I D N� Future Work By Others URB Z HOMEOWNERS PARKS AT SPRINGMILL E ASSOCIATIONSTA. 107+88 I I m o PARKS AT SPRINGMILL X W +40 STR. 11 RETENTION POND v 'fin SECTION 26, T1 8N, R3E HOMEOWNERS ASSOCIATION W 28 +72 STR. 27 MANHOLE TYPE C, MAN MOHAN & INLET TYPE J, g 57' OF 24" RCP REQ'D. ALL R/W DESCRIBED FROM LINE "B" EXCEPT AS SHOWN. CLAY TOWNSHIP ( PHEM DHAWAN 48' OF 12" UNE "LINE B" TO BE CONSTRUCTED. ( HAMILTON COUNTY RCP REQ'D. 75-39- - ---------- ------___ - -- — - _ ICE OTHERS- - - -- -- - _- — - - — -- - - - 880 HIGH POINT ELEV 868.74 PM s = 11+� o HIGH POINT STA = 101+95.51 ld? FUTURE PROFILE BY OTHERS PVI V = 876.75 � 880 LI OP POINT = -- ---- -- - -- -- - --- ---- - cv ^"'o 3-1�-- -- cbo --- - P €�€�/ =-8 - - - - - - - ---- - --------- - LOU! POINT - 340—- - -- A.D. 2. 0 PVI STA 105+50 - __ _ - - - -- - ---- ----- ------ - --- --- - - --- - - -- - N Z Z Z = 1.0 PVI ELEV = 864.03 -- - - - - —�- — -- - --- -- - � ----- - —VC --__ ___- - ---- 20.0-80)_ - -- - ------ 2.1276 STA 103+40 33.5 LT _ p rn°� �,. RIM 863.31 - ~ - N_INV 859.09 300.00' VC C, - - -- - - - — — -- `"o SURFACE � 58.18 - -- - - --- - • Z Z Z MILLING - - O O 000 + C - - - -- - — - --- --- - - ---- - - -- - ---ror ° + - - --- - -- o - --- - ---- - -- N► d-�- - _ �� - - — -- � -- — 00 870 ° �' oo ++ + co o N ,;; -•r -- -- —— Z L,.J w w p Lf') Cp p C ) -- � > �ZZZ 0000» >> L> w - - - z Z Z 870 - -- - - — cn cn�z cn L�f �— ----- cn cn o:z cn w 3 — _— ---- — -- - - ----- - --- --- -- -- - - --- - - IT : -- -- - ------ -- ------------------------ ------ _ - - 396 -- ---- - -- — 2 21" RCP ---_ .24 -- - - - -EX1S11N�GRADE PL. 1 BOTTOM DITCH LT ��-N - -- - - - — - - - - - --- - _ 21" RCP —------ - 0.30 , 108' 0.29 � � -- . — 860 .31% 24" RCP — -- - �F-OF SET I THE TOP OF THE OUTHEAST CONCRE WINGWALL OF THE BRIDGE. — - - 3M 24" RCP- - - 860 - - - -- -NORTHEAST'-FA -0.3--FEES ROADWAY - - -- - - -- --- - ---- ELEVATION = 864.794 N VD 1929)-_ __ -_---KINGS URY DRIVE. ELEV ON = 868.670 LN � o � DLO op0 _ 00 tom � ^ too co � �rj L1') u"j �j � f� � � � N � N � M Mrn L r CIO 00 a0 CO cD O ca ca cfl ca � � cD 1� 1� 00 r7 d to 1[7 ^ eh �-- 00 00 CO 00 00 00 00 � (0 co cD co cD 00 rn ^O O •- CV nj rj �' L N 00 0o N 00 00 00 OO CO CD ao 0o "D 00 r- f� r\ ^ r` M � � � 00 Coco CO 00 0000 1 + 104+00 + 1 7+ 1 1 + 1 1 REVISIONS \ � HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ���� Ris,ii�� RECOMMENDED (� OF 1 =30 10/01/04 & ADDED DITCH INFO FOR STA. 105+70 TO 8901 Otis Avenue �Q' ' -�'s' o F�. FOR APPROVAL STA. 106+80 LT; EXTEND LT PATH SOUTH Indianapolis, Indiana _ No. = DESIGN ENgNEER DAB VERTICAL SCALE DESIGNATION 46216-1037 = 19300171 = 1 =3 TO CREEK; ADDED STR. #17 & #23 TO 1-800-898-0332 ?�? STATE OF ��` DESIGNED: CONTRACT 317-826-7100 �� c NDIA. �G�\� SSB DRAWN: JJP SPRING MILL ROAD SURVEY BOOK SHEETS ANAI.E ��\� 4 of 1 37 Formerly chneider Engineering /1111111\\\\ CHECKED: JJV CHECKED: ACD PLAN & PROFILE- UNE �B" CONTRACT PROJECT Y Corp.p. Bohlen, Meyer, Gibson & Assoc. 04-02 128+ * 00 � PANHANDLE EASTER PIPELINE COMPANY 1� � \ \ 31 + �ASEMENT FOR UNDER OUND PIPELINES C RV ATA 132+00 133+00 A MODIFIED BY "AMEND NT OF AGREEMENTS' P.I. 1 74. 1 PR- 1 " \ \ \ RE RDED AS IN STRUM ENTC200100045156. ` A = 03'59' LT. c THE WOODS AT \ 2 + S R = 1 000.00' LLIAMS CREEK \ SECTION 22, 8N, R3E _ INL 37' 00\1 T 2E B, c T _ 34.91' c \ CLAY TOWNS � L - 69.78' ILTON COUNTY R6W RCP REQ E = 0.61' E STA. 129+09.1 "LINE PR-B1 " _ \ �� _` -- �I S.E. = N.C. STA. 129+08 "LIIE B" DUE /Z 10' PAVED WAIIK 20' CLAY-•° Q WASTE ES `J•\\\'� � y �- � �- O -�j- -- -- - - — — G — — — — G U TU STORM ❑ ❑ ----— ❑ \ N n n - ----- --� D1 R I _ \ N T T m m 70 T T T T m C T O T T T _T- ---T T T T T --__ FUTURE c N00'231 ASPHALT ROAD c BY OTHERS c SPRING MILL ROA ❑H ( v+ -�. ❑H ❑H D cn '_ a 00 m a LINE "B" & SECTION LINE �/'1 +98 STIR. 7 Z MICHAEL & 15 - -- ---- . N L �� +98 CATCH BASIN TYPE � SECTION C, E ABETH M. G WOLD STIR. 8 7 REV D. MA OF 12 RCP 16 E D PROJECT a MANHOLE TYPE C, II p 70 ON 23, T1 8N, R3E E D CONSTRUCTION , 66' OF 12 RCP REV ID. z CLAY TOWNSHIP STA. 130+35 STA. 132+50 � m HAMILTON COUNTY ALL R/W DESCRIBED FROM LINE "B" EXCEPT AS SHOWN. sso LINE "PR-131" TO BE CONSTRUCTED. 890 PM STA 128+50 — - PVI ELEV = 873.38 LID POIN 1 LLEV = -_ T STA = 1 ------ -- ---- .1$ --- -- - -- - -- -- - P A STA = 131+19.88 -- -- 21 Cr VC VI ELEV = 872.03 _ -- -- - -- -- -- -- K 6 co - = 2.31 - 880 140.00' VC � 880 - - -- 00 - ---- — - — - -- -- --- - - --ter- N --- - -- ----- -- - -'- °° - yy�� .. PROFILE GRADE o 00 _m- 0O L .. i; - - --- - . w w w - -- - ° ] m - - - - - -- - - 00 EXISTING GRADE - --- - - - + Q, o - --- - -- - - -- -- - - - --- - _-- - - - -- - SURFACE 870 z co 00 - -- 00 MILLING --- cr— Z z 870 vs _V �- - - ---- 0.47% 12 RCP -_ --- - FU TU E STORM SEWER BY OTHERS - - - PANH NDL_E PANHANDLE --PETR LEUM PANHANDLE -- - - - -- --- - - - - - _ TROLEU ---- - P - PIPELINE 30" 0 STEEL PIPELINE PANHANDLE 24 � STEEL PIPELINE 860 36" 0 STEEL - - _ 860 M n � � � � � CV � 4. CO M � M � ta '� O CV GD d N d- 00 � Go 0000 0000 OOH � ^ � r- r- ^ N ^ r7 M � M 00 O0 00 Co 00 0000 00 00 00 00 128+00 129+00 130+00 131+00 132+00 133+00 REVISIONS \``����,111�0///��/ HORIZONTAL SCALE BRIDGE Fl 10/01/04 " Historic Fort Harrison ��� , �i�� RECOMMENDED 1"=30 LINE PR-B1 PROFILE GRADE CHANGE, 8901 Otis Avenue �Q' i-1STE% F�� FOR APPROVAL U � C� OF L REVISED ROUNDABOUT GEOMETRY & Indianapolis, Indiana _ No. = GN ENGINEER q'� VERTICAL SCALE DESIGNATION REVISED STRUCTURE DATA 46216-1037 = 19300171 = 1 =3 1-800-898-0332 STATE of �W\ DESIGNED: SSB DRAWN: JJP SURVEY BOOK 317-826-7100 -,,, "a""P av�N SPRING MILL ROAD /ANAL E����� SHEETS 7 of 37 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. //���I 11111 CHECKED: JJV CHECKED: ACD PLAN & PROFIL— UNE *PR—Bl w CONTRACT PROJECT 04-02 STRUCTURE DATA Ld STRUCTURE DATA LOCATION FLOW LINE L � MANHOLE, INLET, > U w O J O � � �? Q Z o w LOCATION FLOW LINE w U SIZE CATCH BASIN, OR O UP DOWN > L- wQ � o UYo' w � w � � '� w = w _z o' er z o � D STATION OFFSET ~ SPECIALTY w U z Y U a w U W i2 w MANHOLE, INLET, w U O -j J w < z z STREAM STREAM �'' to 0 U ci w z REMARKS v SIZE CATCH BASIN, OR U > ~ J O '- '�- Q w O U x z w Ln w o: a z Z o U P D OWN a U Y o' 1= w �- w STRUCTURE j U Q � i-- m w a p o D STATION OFFSET ~ SPECIALTY w U _� z `1 = D U w CL w U STREAM STREAM cn N Q m w a d o o REMARKS a Q w M 0 Of U �" z a STRUCTURE j inch If ft ELEV. ELEV. YR. d' ton EA. 1 Q w m U �- a inch If ft ELEV. ELEV. YR. d ton EA. 10 102+85 53.5 LT 1 38 124+15 25.0 LT 12 RCP INLET J-10 48 1.5 873.19 872.71 14 39 103+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 12 104+38 25.0 LT 12 RCP INLET M-10 25 861.70 861.45 15 Future Work B 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 21.6 LT 12 RCP INLET B-15 39 1.5 872.24 871.81 13 42 14 104+66 31.5 LT 24 RCP MANHOLE C 122 4.9 859.48 859.09 137 11 42 125+37 19.1 RT 12 RC_P CATCH BASIN C-15 14 2.1 871.81 871.67 6 43 15 104+66 25.0 LT 12 RCP CATCH BASIN J-10 4 861.45 861.42 14 Future Work By Others A_43_ 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 Pr. 44 127+26.6 42.9 RT 12 RCP CATCH BASIN K-10 4 1.9 871.79 871.75 2 45 14 18 105+78 31.5 LT 24 RCP MANHOLE C 108 3.1 859.90 859.58 85 1 45 127+30 48.1 RT 15 RCP MANHOLE C 76 7.3 866.51 866.13 95 59 19 105+78 25.0 LT 12 RCP CATCH BASIN J-10 3 860.93 860.91 18 Future Work By Others 46 127+98 16.2 LT 12 RCP INLET B-15 37 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 22.3 RT 12 RCP CATCH BASIN C-15 7 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 22 108+30 31.5 LT 21 RCP MANHOLE C 248 4.7 860.91 860.16 \245 18 49 297+52 25.0 RT 12 RCP INLET J-10 95 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 24 108+30 25.0 RT 12 RCP INLET B-15 48 866.08 865.60 23 Future Work B 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 26 110+72 25.0 LT 12 RCP CATCH BASIN K-10 4 2.2 870.13 870.10 2 25 53 298+47 24.2 RT 15 RCP INLET B-15 7 0.8 871.84 871.78 2 55 27 110+72 25.0 RT 12 RCP INLET J-10 48 1.5 870.63 870.15 14 26 1 54 298+57 25._8L 18 RCP7 CATCH BASIN J-10 9 2.8 87631 870.23 5 56 28 114+72 31.5 LT 18 RCP MANHOLE C 396 4.5 868.28 866.70 339 25 55 298+57 21.4 RT 15 RCP CATCH BASIN J-10 44 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 29 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 5g 32 114+82 25.0 RT 12 RCP INLET C-15 7 1.4 870.00 869.93 2 30 1 59 301+00 31.5 LT 30 RCP MANHOLE J4 188 6.2 865.13 864.56 326 62 33 114+92 25.0 LT 12 RCP INLET J-10 7 1.3 870.08 870.02 2 31 60 301+00 18.9 LT 12 RCP CATCH BASIN K-10 10 2.3 870.99 870.89 4 59 34 114+92 25.0 RT 12 RCP INLET J-10 7 1.3 870.08 870.02 2 32 61 301+05 23.2 RT 12 RCP INLET J-10 41 1.8 871.40 870.99 14 60 35 117+89 31.5 LT 12 RCP MANHOLE C 313 6.0 870.17 868.80 291 28 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 63 302+92 25.0 LT 15 RCP CATCH BASIN J-10 4 2.1 868.77 868.73 2 62 37 117+89 25.0 RT 12 RCP INLET J-10 48 1.5 874.76 874.28 14 36 64 302+92 25.0 RT 12 RCP INLET M-10 48 1.6 869.25 868.77 15 63 65 303+02 25.0 LT 12 RCP INLET B-15 7 1.3 869.32 869.25 2 63 B 66 303+02 25.0 RT 12 RCP INLET B-15 7 1.3 869.32 869.25 2 64 I 1 67 305+77 31.5 LT 1 I I 1 68 299+23 53.6 RT Reconstruct Manhole and Ad' st Casting A --- A a m 1 69 299+54 30.3 LT - o ---- w I < Reconstruct Manhole and Adjust Castin I I a I I > I M I WATER I 6" 2'-6" 6" WATER no , a ° d I e 14 C #1 I " " a V I 6" 2 6 6 ° B a 6" S-10p 6" ° e a PLAN , CQ d ° SECTION A-A SECTION B-B CATCH BASIN TYPE C NOT TO SCALE F_ REVISIONS 001111////, DATE ITEM Historic Fort Harrison ��\� .1• �ORi //i RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 8901 Otis Avenue ���Q� �� SF FOR APPROVAL 0 Viii �F 8/03/04 10 REVISED & ADDED STRUCTURE DATA Indianapolis, Indiana _ No, EN VERTICAL SCALE DESIGNATI 10 ON _ _ DATE ON REVISED STRUCTURE OFFSETS AND PIPE LENGTHS 46216-1037 _ 19300171 - 10%1/04 © • 1-800-898-0332 � � � DESIGNED: SSB REVISED & ADDED STR. #17 AND #23 TO THIS CONTRACT R STATE OF �W\ D AWN: JJP 317-826-7100 , NDIANP SPRING MILL ROAD SURVEY BOOK SHEETS ZONAL��v\`�� 17 of 37 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. ///�I I I II\\\\ CHECKED: JJV CHECKED: SSB STRUCTURE DATA TABLES CONTRACT PROJECT 04-02 875 107 + 50 875 870 870 865 7 865 860 00-1-00 —-- --- 860 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 875 107 + 00 -T 875 870 --col ------- 870--001 865 865 8610 ------------- 860 855 855 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 go 100 106 + 50 875 875 870 870 865 865 860 860 855 855 100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 106 + 00 875 F 875 870 870 865 865 860 F 860 855 ---cG- do —90 —80 _ j - --]= _ T=-= 855 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 105 + 50 - _ --------7T- _- _ -870 4 870- - _ _ _- -_ _ 865 865 =77 860 860 855 10 10 855 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 --70------80 90 I Historic Fort Harrison RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 8901 Otis Avenue FOR APPROVAL Cm OF TV=-,-Or- 1 1 10-01-04 CROSS SECTIONS PROVIDED TO BUILD LEFT PATH Indianapolis, Indiana DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION FROM SHOEMAKER DRIVE TO STA. 110+00, ROADWAY FOR 46216-1037 1"=10 REFERENCE ONLY. 1-800-898-0332 DESIGNED: SSIB DRAWN: SS8 317-826-7100 SPRINGMILL ROAD SURVEY BOOK SHEETS Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: Jiv I of 1 2 CROSS SEC11ONS UNE *Bm CONTRACT PROJECT 110 + 00 880 - ------ 880 875 - ----- 875 C=C_ 870 870 1�----------- 865 865 860 860 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 - ___ _ - 109 + 50 00- to-1- 50-4 875 875 870 870 8 865 65 ----- - -4 860 860 CNI 855 00- -e© _ 855 - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 109 + 00 _- - ------------ =0 875 ­----- 875 00 870 870 865 865 860 860 LO 855 --------00- 00 855 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 108 + 50 ---------- 875 C) -—-------------- 870 870 865 865 C-) n 860 00 00 860 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 108 + 00 875 875 V) 870 870 865 865 a) a) —------ 860 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 CM OF CARM 1"=10' 8901 Otis Avenue FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana DESIGN ENGINEER DATE .1 1 1 1 1"=10 1 1 10-01-04 CROSS SECTIONS PROVIDED TO BUILD LEFT PATH 46216-1037 SURVEY BOOK SHEETS FROM SHOEMAKER DRIVE TO STA. 110+00. ROADWAY FOR pq Lo M M!A'mm � 1-800-898-0332 DESIGNED: SSIB DRAW SSB SPRINGMILL ROAD REFERENCE ONLY. _F 317-826-7100 2 of 2 610 '�Iqwm CHECKED: JJV CHECKED: JJV Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. CROSS SECTIONS UNE TO CONTRACT PROJECT __j