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Home My WebLink About136th Street (Ditch Rd to Springmill Rd) (3) BOARD OF PUBLIC WORKS CARM E L, INDIANA CITY OF CARMEL INDIANA PROJECT 06 =07 MAYOR JAMES BRAINARD �- r �..._ 1 F VJ_ ' I i LORI WATSON \- PROJECT `---- _ LOCATION I MARY ANN BURKE �1 7 T i i I a 136th STREET SPRING MILL ROAD TO OAK RIDGE ROAD -41 FROM ILI E UT TI S % Z v I � � °' Blue Sk Ct-- - HAMILTON COUNTY I F O, I b WATER & SANITARY SEWER: Carmel Water & Wastewater Utilities _ 7 0 Benne#-- Rd 60 3rd Avenue SW, Suite 110 0 p i d, �, �•e\ �d�, %\Carmel, IN 46032 m �t` --Pon s P te Q/ Contact Person: John Duffy o °' ----- .,-- � � � ._ m `rail Creek CtE -- d Gr ce Dr = - t ,, a- \° HOLE E SAYS 317-571 -2443 3 __ � � I I � Cn Twin n_-0 I ks D r � m � Q; °� --- ----L-- - Y S _ << —� o - — i �- DON'T SANITARY SEWER. Hauers raw Dr' ; l Nj _ -- - --� - - - I a � � Nevele Clay Township Regional Waste ------ - A s s _ T �� Sprin mYll Pmnd Cir duo Pas \ DIG -- - - -- n W 14st St � � 10701 North College Avenue y Carmel, IN 46280 _ - --- E -' I p rin gi�ll Blvd S Contact Person: Drew Williams � Q i 317-844-9200 , m �; ` m 10 m Sfo �� A o a A m� \ ° - — TELEPHONE: 1 N O,. \ s �,r -- - \Haldale D\ — o m 1 .� y,e 1 - `� -- SBC '� \ �'` o ;- ,� �.ek \ ,�-\�� \ ;; \ ' \ Mar "IT'S 5858 N College Avenue ��\��,� ° E Twelve Oclks \� I`T S THE LAW Indianapolis,I S, I N 46 220 f ` \ -� 1� � I � � \ � CALL 2 WORKING DAYS BEFORE YOU DIG 0 P �/_ v Brook ,Millt \\-- o� Contact Person: Greg Cammack ® 317-252-5134 1 �\ Su m r Hill �� ! '� \� Tho�bI L I - 1800-382-5544 N ( J——r / �' CALL TOLL FREE and Dave Musall ® 317-252-5143 \� � �° - \ ��--� i \ PER INDIANA STATE LAW IC-8-1-26-1 �ROya 'Saddl Dr - �'T- •, �, - $mok SCALE 1 = 1000' ET SEQ. AS AMENDED AND SUPPLEMENTED, ---� \i IT IS AGAINST THE LAW TO EXCAVATE i ----- - --- --- W 13 6th St \ _ _ o ! —--- CABLE: \\-- - — _ \� �--- � — - --- ------ - ----� -- _ ___-----� -1°-- -------_ i % -'.� _T WITHOUT NOTIFI1NG THE UNDERGROUND ( / I LOCATION SERVICE TWO (2) WORKING Bright House Networks \ p ,� �, - �" DAYS BEFORE COMMENCING WORK. 3030 Roosevelt Avenue Indianapolis, IN 46218 PROJECT LOCATION Contact Person: Joe Evans `� I /� o� i <Sf�e e 317-339-9025 0 o �� CIO`) �G0 . C. �� ' � i �� =� \ �; � •d�°ice I GAS: o � m '�� eu�j pr �,e<` "one Dr \ �' ; 3 Vectren Energy Delivery s - a Kink �% ; - o IN DEX P.O. Box 1700 0 >' i i s o oA v Noblesville IN 46060 v Vuc Dr % I c m L ° SHEET NO. DESIGNATION Contact Person: Don Perdue �°°��, o � •'-` I �'-�� - � � � m �� ' °�� ..roc- � _ oo =1 � ° 317-776-5534 - -,. ! �� - � °c'I W 131 st' ,St � ._-_ � __�-' ---- �-�---1-- � A' -° / / 'I TITLE SHEET PIPELINE: _ - _- (/7I m --- � -- �. - i Pipe �� '� Notting f�►am C \ 0 'E 2 TYPICAL SECTIONS Wood River Pi e Lines LLC � , 9 i � -\� � rn v \-� I merso ------ 5405 West 96th Street ' ! _ -- Indianapolis, IN 46268 \ ! ° —v �` i 3 DETOUR FOR STREET CLOSURES --- - Wilso�ii Ind Contact Person: Dick Waddell \ \ Bo 'n Ct •� o' \ \ 4 DETOUR FOR ALTERNATE ACCESS 317-870-0115 a. a Dorset Blvd —�olle e ;Way Buckeye Pipe Line Company '` V _-o�„ y \ o z 1 , \ 5-6 MAINTENANCE OF TRAFFIC Y P P y r v _ � I \ ce , 940 Buckeye Road E' O )Ransbur Drt 9 v K� 7-12 PLAN AND PROFILE - LINE 7136 Lima, OH 45802 ( � a I \ ) �o° 0 Contact Person: Marten White W\ 126th �t __ ) I �-- O L 12 13-116 STORMWATER POLLUTION PREVENTION PLAN 419-223-4015 ,` j\ % \ > I \-- �� _-� o 01 - -- i North /Clarid W ��o 17 PAVEMENT MARKINGS ELECTRIC: _ _� mbrool�e Cir 9e� -- \ --ml Duke Energy - \ ��' - - V 'v =� i/ \Adams -� E 18-20 DATA TABLES 1619 West Deffenbaugh P.O. BOX 3 39 ; � � i ---- _ \ o m ° 2 o \ o j v 0 I 1- \ 2 44 CROSS SECTIONS Kokomo IN 46902-3039 / �, \ \ I o 'w Mayfair�Ln I� � I U_ Contact Person: Carl Horoho \ ` �- ' z O _ l 765-454-6191 elford rii - -- ° r �_ _yI- \ Suffolk Ln - o ---- __- -- -- 122nd St w v ---- - - Creekwood Ln - - Clay �Spri s - Clay prings Or - -� 0� 2007 \ i \ INDIANA DEPARTMENT OF TRANSPORTATION HAMILTON COUNTY, INDIANA STANDARD SPECIFICATIONS DATED 2006 TO BE USED WITH THESE PLANS Historic Fort ilarrison PLANS ��R G DESIGNATION 8901 Otis Avenue Q� -�io F�°� PREPARED BY: THE SCHNEIDER CORPORATION 2/1 /07 NQ Indianapolis, Indiana _-_ -_- --_____-- _-- -- 46216-1037 DATE _ 10100226 � � 1-866-973-7100 STATE OF cj,z SHEETS 317-826-7100 + ” �HanN+� �,\�'�� 1 of 44 CERTIFIED BY.. — /�/_ CIO, 2.Dd � �CIVAL Ea �� CONTRACT C PROJECT ROAD PLANS - DATE ��1{111111�,��\\ 06-07 y_ ,A A1* iII`V rte. ICA Tb 441t E T Alo 6 ,D6 C 7 LEGEND O COLORED AND STAMPED CONCRETE, 4" ON LINE "A136" & SECTION LINE 9" COMPACTED ,AGGREGATE BASE, NO. 53 STONE R/W ` R/W C 6" CEMENT CONCRETE PAVEMENT VARIES 40.0' OR 45.0' o VE E NT FOR RESIDENTIAL DRIVEWAYS ON 24.0' 24.0' 4 COMPACTED AGGREGATE BASE, NO. 53 STONE C1 8" CEMENT CONCRETE PAVEMENT FOR COMMERCIAL DRIVEWAYS ON -�--- 8.0' -�-- 6.0' 2.0' 16.0' 2.0' �--- 6.0' - 6.0' - 2.0' 16.0' 2.0' 6.0' -� 8,0' 0 OR 4" COMPACTED AGGREGATE BASE, NO. 53 STONE & VARIES & VARIES 5.0' PROFILE GRADE 3.0' TO 6.0' D@ 165#/SYD HMA SURFACE, TYPE A ON 26 2% MAX. VARIES 2% PROFILE GRADE �� _y 3.1 275#/SYD HMA INTERMEDIATE, TYPE A ON 2% VARIES 2% MAX. �' �•1 -t---- I 2-% Mpx• 26 5 COMPACTED AGGREGATE BASE, NO. 53 STONE MPX 26 HMA FOR APPROACHES: © 15 S K 16 26 16 S 26 p 165#/SYD HMA SURFACE, TYPE C, 9.5mm ON K 15 275#/SYD IlMA INTERMEDIATE, TYPE C, 19.0 mm ON 330#/S'(D HMA BASE, TYPE C, 25.0 mm ON U U 300#/SYD HMA INTERMEDIATE, TYPE C, OG19.0 mm ON 330#/SYD HMA BASE, TYPE C, 25.0 mm BOULEVARD SECTION OF CONCRETE SIDEWALK, 4" F1 REINFORCED CONCRETE SIDEWALK, 10" (SEE BRIDGE PLANS FOR DETAIL) ON LINE "A136" & SECTION LINE 6" COMPACTED AGGREGATE BASE, NO. 53 STONE R/W R/W 165#/SYD HMA SURFACE, TYPE C, 9.5mm ON VARIES 40.0 40.0' OR 45.0' '275#/SYD HMA INTERMEDIATE TYPE C, 19.0 mm ON 330#/SYD HMA BASE, TYPE C, 25.0 mm ON 24.0' 24.0' 3�0#/SYD HMA BASE, TYPE C,, 25 0 mm G19.0 mm ON m 6.0' O SUBGRADE TREATMENT, TYPE I -• 8.0 ---... 6.0 2.0 26.0 2.0' 2.0' 2.0' 16.0' 2.0' 6.0' ' ' 8 0 0' OR O 6" UNDERDRAIN & VARIES 5.0' 10.0' & VARIES 15 COMBINED CONCRETE CURB AND GUTTER (TYPE II) 3.0' TO 6.0' 26 2% MAX. VARIES PROFILE GRADE 2% PROFILE GRADE 2% VARIES 2% MAX. 3'1 16 COMBINED CONCRETE CURB AND GUTTER (TYPE III) 3• SPX' 26 22 CONCRETE CENTER CURB, TYPE D D 15 S K I 16 B 16 26 26 SODDING S K 15 X CURB RAMP (LETTER INDICATES TYPE) O U U LEFT TURN LANE SECTION LINE "A136" & SECTION LINE R/W R/W 15 VARIES 40.0' TO 63.0' 45.0' 24.0' 24.0' 2'2" -�- 9'-2" - 4'2"-► 2.0' 16.0' 2.0' 6.0' 6.0' 2.0' 16.0' 2.0' " 9 -2 PROFILE GRADE PROFILE GRADE _M0 - 2% 2% EXIST. POLE _ - y 2% - OR OBSTRUCTION D ==91 '17 -'-� 25.5' 25.5' I F1 PATH DETAIL 1 F1 26 26 15 S K 16 16 S K 15 B STA. 303+04.43 TO STA. 326+70.56 SCALE: 1"=20' BRIDGE SECTION 15 GENERAL NOTES: "' 1. ALL CATCH BASINS SHALL INCLUDE CATCH BASIN HOODS. p VARIES 1 2. ALL STA11ONS AND OFFSETS FOR DRAINAGE STRUCTURES ARE GIVEN TO THE CENTER OF THE 1( - STRUCTURE. 3 I J U q 1 MPX 14" 24" TYP. X EXIST POLE 3. ALL STATIONS AND OFFSETS FOR END SECTIONS ARE AT THE POINT OF CONNECTION TO 'IHE PIPE. �• GEOTEXTILES FOR " 12 MIN. D UNDERDRAINS 1 AGGREGATE FOR UNDERDRAIN OR�06STRUCTION 4. ALL EXISTING PAVEMENT AND SIDEWALKS WITHIN THE PROJECT LIMITS SHALL BE REMOVED UNLESS 26 ELEV. SHOWN 26' 26 NOTED. SPECIAL V-DITCH DETAILS 6" PIPE TYPE 4 FOR UNDERDRAIN 5. THE CONTRACTOR SHALL NOTIFY THE HAMILTON COUNTY SURVEYOR'S OFFICE AT 317-776-8495 NOT TO SCALE UNDERDRAIN DETAIL PATH DETAIL 2 STA. 3 6+70.5 TO STA. 352+10.00 THIRTY (30) DAYS PRIOR TO CONSTRUCTION PER INDIANA CODE. NOT TO SCALE 6. LIMITS FOR SOD SHALL BE THE FURTHER BOUNDARY OF EITHER THE TEMPORARY SILT FENCE OR THE SCALE: 1"=20' CONSTRUC11ON LIMITS. 7. RESIDENTIAL FENCE INSIDE THE CONSTRUCTION LIMITS SHALL BE REMOVED, STORED AND RESET AT EITHER THE EXISTING LOCATION OR IMMEDIATELY INSIDE THE OWNERS PROPERTY, AS DIRECTED BY THE ENGINEER. � HORIZONTAL SCALE BRIDGE FILE Historic I�'ort Harrison ��\��P O OFD�j�� RECOMMENDED ( O� 1/4"=1 8901 Otis Avenue �� Z� 90STE% FF� FOR APPROVAL_ Z�Z VERTICAL SCALE DESIGNATION Indianapolis, Indiana _= No. `n = SIGN EER DATE 46216-1037 10100226 • 1 866-973-7100 STATE OF - DESIGNED: SSB DRAWN' SSB 136th STREET SURVEY BOOK SHEET'S 317-826-7100 %o� � NaANP��\�� -- -- -- 2 of 44 end Lt �� 1111111\�� CHECKED: ACD CHECKED: ACD _ TYPICAL SECTIONS CONTRACT PROJECT 06-07 CONSTRUCTION SIGN SUMMARY TABLE LEGEND TYPE MESSAGE REVD. T- 0 A "ROAD CLOSED AHEAD" (XW20-3) 2 A "DETOUR AHEAD" (XW20-2) 2 STANDARD BARRICADE, TYPE III—B ❑3 BARR TWO (2) AT EACH LOCATION 4 RCSA ROAD CLOSURE SIGN ASSEMBLY, 2 ® "ROAD CLOSED" (R11-2) o / - ----- I -- ----- -- --- --- --- - - --- ROAD CLOSURE SIGN ASSEMBLY, 5 RCSA "ROAD CLOSED TO THRU TRAFFIC" (R11 -4) 2 W/ DETOUR ARROW (XM4-10) ❑ 6 A 1 ADVANCE CLOSURE NOTICE DETOUR ROUTE MARKER ASSEMBLY _ ❑7 DRMA (XM4-8),(M4-6B MOD.), W/ (M5-1S), 14 `I (M6-1 S), (M6-3S), OR (M4-6S) --_---- -. - __ -- - _. __-_. -.- - - __.___-__-_.- --_ GO / • I O I NOTE: 7 - -- TYPE A SIGNS SHALL BE EQUIPPED WITH TYFE A CONSTRUCTION — __ 146th---ST WARNING LIGHTS. -_ - - _- -- --- I - - - - - - --_ ------- -- -- �� I o� 7; I I � CONSTRUCTION NOTES: W 1. DRUMS OR CONES SHALL BE PLACED IN ACCORDANCE WITH ALL APPLICABLE INDOT STANDARDS AND SPECIFICATIONS. TYPICAL PLACEMENT ADJACENT TO ROADWAYS IS AT 20 FEET SPACING FOR TAPERS AND CURVES AND 40 FEET SPACING FOR ALL TANGENTS. 2. ALL IMPACTS TO EXISTING SIDEWALKS SHALL BE MARKED WITH DRUMS OR CONES WITH LIGHTS SUBJECT TO THE ENGINEERS APPROVAL TO WARN USERS AT NIGHT. - 141 st ST 3. ALL DRUMS SHALL HAVE LIGHTS IN ACCORDANCE WITH SECTION 801.12. 7 mJ71 � o o �� 0 � 0\I r� 7 5 2 � � 1 2 i � o l_.J� 3 4 T o� A — - , 136th ST i - --- o - —_- T - -- - __ \ 500' 500' ° g ` 0 o o o, moo l ROAD CLCSED TO R11-4 o - 1 TH R U TRAFFIC p�P CLOSED XW20-3 U / AHEAD DETOUR XM4- 10 0 x o (L OR R c 131st ST — --� - — - - — --- — --�-- DETOUR o I / - - - - 2 xw2o-2 ❑ AHEAD 136th STREET © CLOSED ON OR AFTER ® ROAD R11-2 CLOSED DETOUR XM 4-8 ❑ 136th STREET M4-6B MOD. -- M5- 1 S (L OR R), OR END M6- 1 S (L OR R), M6-3S, OR M4-6S CONSTRUCTION SIGN LEGEND 30" HORIZONTAL SCALE BRIDGE FILE 136th STREET 15 Historic Fort Harrison ,,�� ,P C. RECOMMENDED CT'1'Y OF 0 1"=1000' 8901 Utis Avenue ? -0STE% FF�� FOR APPROVAL_ �---- - 2 ! VERTICAL SCALE DESIGNATION M4-6B MOD. Indianapolis, Indiana = No. = ESIGN ENGINEER ATE NA CUSTOM SIGNS 16216-1037 - 10100226 4410 1--866-973-7100 �� STATE NanN �<v`"� DESIGNED: BAB DRAWN: BAB SURVEY BOOK SHEEN 136th STREET 3 of 44 NOT TO SCALE 917-826-7100 �i / , �w � CONTRACT PROJECT BLACK LETTERS ON WHITE BACKGROUND iii��lln\\�\\\ CHECKED: ACD- - CHECKED: ACD - _ DETOUR FOR STREET CLOSURES 06-07 36 OAK RIDGE RD. 15 146th Street 36 0 THISTLEWOOD SUB. 15 36" � BENTLEY WAY SUB 15 6 Ck:f 36" —; V M CENTRAL CHRISTIAN CHURCH J1 5 CUSTOM SIGNS NOT TO SCALE BLACK LETTERS ON MITE BACKGROUND T ALTERNATE F1 R 11-2 MOD. ACCESS THISTLEWOOD SUB. X IBENTLEY OAKS SUB. I WMX OFZW OtMI M5- is (L oRl R), OR f—EN-D-1 M6- 1 (L A j 0R ,f6- 1L O*T411 6S 0 ALTERNATE R11-2 MOD. ACCESS Twum SUB. �` ,� \ / —1 \\ ry IMMAL OMW;;M T M5- 1S (L OR R), 0 0 I �"'� ; �� '; _ t► I OR END M6- 1 (L OR R), CD ry Y6-3s, OR Y4- C_ 0 ry ALTERNATE 3Tl R11-2 MOD. i i \ / F ACCESS ;;7;77774 ;001 BENTLEY OAKS SUB. 0'P OR END M6- 1 (L OR R), --,--- M6-35 OR M4-6S \ � - F41 ALTERNATE R11-2 MOD. ACCESS --) Goldfinch Dr. I OAK RIDGE D. \ / rl M5- 15 (L OR R), OR (D Y6- 15 a oR R), Y6_3 OR M4-6S 01 0- Thornbird Ln.�,, 0 0 0 0 V/ (of) 7�X C_ 0 F_ \ `` M 136th Street TT --- 136th 4 —------ 00) Bentley Way 4 4 CONSTRUCTION SIGN SUMMARY TABLE HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison C- RECOMMENDED 1 =300' XX '6 lu CM OF 6o -:�'- 4' *PSTE% APPROVAL VERTICAL SCALE DESIGNATION 8901 Otis Avenue FOR APPRO Z-_- ,T LEGEND TYPE MESSAGE REQ'D. Indianapolis, Indiana No. PtSIGN ENGINEER DATE NA 13 6 t 46216-1037 -0 10100226 -A STATE Of SURVEY BOOK SHEETS DETOUR ROUTE MARKER ASSEMBLY (R11-2 MOD.), 1-866-973-7100 DESIGNED: SSB DRAW SSB DIRMA CUSTOM SIGN W/ (M5-11S), (M6-1S), (M6-3S), OR sm Le 136th STREET 4 of T_ 44 317-826-7tOO < el m)ickw -////k, �04 A Fx L CONTRACT PROJECT (M4-6S) 1CHECKED:__ ACD CHECKED: ACD DETOUR FOR ALTERNATE ACCESS 06-07 299+00 00 0 301 +00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311 +00 312+00 313+00 CONTRACTOR MUST MAINTAIN ONE LANE TO SPRING MILL ROAD FOR PRIVATE DRIVES � � -.,-. CONTRACTOR MIST MAINTAIN ONE 4 \` LANE TO VERSAILLES DRIVE FOR xi PRIVATE DRIVE �. -- a = p i� — — T �� - - - - _ _ - - - - - - __ �� --- ---- 136th STREET -- m.: _ - - -- —-- - ---- - --- -- -- —---- - --- ----- —-- - ----- ---- r. - � .. 1 i ------ -- ----._-------�-- -.----- "14Ckt•;tF WAIF __---_._ ___-- - - ---=--i - - -y_-__- _- �.----.{.. —.- - ,"Y r;---,X---- — 314+00 315+00 316+00 317+00 318+00 319+00 320+00 321 +00 322+00 323+00 324+CO 325+00 326+00 327+00 328+00 J II i� CONTRACTOR MUST MAINTAIN ONE m LANE TO VERSAILLES DRIVE FOR Ij iI PRIVATE DRIVE _w --x--x----, --,-- --- — — V ` a x: -- —� — — y'' �„�� r"� -ti - Lam_ L__Y _--�'- 1 r x _.-- --- _ — - --—-------- -136th--STREET- - --- ---- - --------- ----- ---------- -- -- - -- ---- - - -- W - - - -- ----- - 1 ! w -- ----- --- — - --- -- ----- — ----- -- - =--- � -- - — -- r - k x- x ,, \ to —i�' r�l � -=x X X 0 1 d � � I� r 329+00 330+00 331 +00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341 +00 34 +0 343+00 o I I li o 00 - - w - w � w �°' '_ w -- -- w - - w - -- w -_ .----- - -- `�' _ w,,�,- �..�. �,r — w - w �- `.✓ -� u� �-- ---------------------- -- --- 136th SBgT Im rd 136th STREET --- __. - -- -- -- -- --=_ _-__ 329+00 330+00 331 +00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341 +00 342+00 343+00 ''' `� jll � j � j �I 4� li I I 40' TYP. C`4 CD Xz 136th STREET 136th STRET F REMOVE 6 7 EXIST. LINE REQ'D. i II W �I �Q F= PHASE 1 y �� r J i ii 329+00 330+00 331 +00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341 +00 342+00 343+00 II 3 II i I LLJ 0 I i I I ; � 6 7 !> 40' TYP. _4> th SIRFFL 7 7�/ P7 a7 II "3 ii �� %� ' / I � 0 PHASE 2 329+00 330+00 331 +00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341 +00 342+00 343+00 II °o I I I w 0 1� I I I 1� � II , 1 � � llj I Z 7_ 71- 777, 7 7 -77777- 1 t S 4 136th SIREU � � i� / , !< -c) 40' TYP. C14 II 6 65 PHASE 3 ,� �� % 329+00 330+00 331 +00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341 +00 342+00 343+00 I I � I � l; � II Ij II 3 II I '! ' I � I ! Ili � II � II 6 III 1 36th STREE T z 7 7 7 7 136th STREET I I � �I I �/j�l l��11 �l � � 1 40' TYP. 6 PHASE 4 LEGEND INTERSECTION MUST REMAIN OPEN HORIZONTAL SCALE BRIDGE FILE TYPE III BARRICADES WITH ROAD CLOSED SIGN THROUGHOUT CONSTRUCTION Historic Fort Harrison 0. OFD/ice RECOMMENDED OF C 1"=50' • urrY AP". 8901 Otis Avet-me FOR APPROVAL VERTICAL SCALE DESIGNATION STANDARD DRUM TEMPORARY PAVEMENT Lp ::� � 1 lfidiai-,�Apofis, Indiana No. ^ESIGN ENGINEER D TE N/A -,a- DIRECTION OF TRAFFIC 440 #/SYD HMA FOR TEMPORARY PAVEMENT 10100226 SURVEY BOOK SHEETS 46'-lt6 1037 STATE OF 4� DESIGNED: SSB DRAW SS8 TEMPORARY PAVEMENT MARKING TAPE, TYPE 1, WHITE, 4" 8" COMPACTED AGGREGATE BASE, NO. 53 1--866-97"') .57- 0 / oll ND, 136th STREET 3t7-826-7tOO �w�� 6 of 44 TEMPORARY PAVEMENT MARKING TAPE, TYPE 1, YELLOW, 4" CONTRACT PROJECT @ CHECKED: ACID CHECKED: ACID CONSTRUCTION AREA min \\ 11 11 - _ - MAINTENANCE OF TRAFFIC 06-07 j 303+00 304+00 305+W\ \ 306+00 \ 30 +00 308+00 -;I 309+00 301 +00 302+00 BEGIN CONSTRUCTION +o0 STIR. NO. 9 \ \\ REMOVE 77 LF 30" RCP \ RAYMOND L VOEGE AND CHRISTINE A. VOEGE z REMOVE 16 LF EXIST. . , ETF _INV ; ,3.9u 4cr BEGIN INCIDENTAL CONSTRUCTION STA. 303+0 .43 A136 MANHOLE J-4, PIPE AND END SECTION „ \ 47 OF 30 RCP & �y \ \ w I'� +50 STIR. N®. 10 „ „ oI X 42 RCP PIPE STA. 300+95.40 A13fi \ CONC. PIPE END ' F s '\ REMOVE 2y0 LF EXIST. INLET J-10 & MAHHCH +5 �. N0. 13 SECTION 23, T18N, R3E i ® \ _ ___- FARM FIELD�ENCE & GATE " gcg,; . CLAY TOWNSHIP i cr� \ i SECTION REQ D. y; - °¢�k 50 OF 12 RCP REQ D. I 13 OFF 42L RCP D& I � INV NE 964oG 47 RCP � � " � " a HAMILTON COUNTY _ ___\- � ' R I+ NO 11 ° Nv w as400 4? RCP l � � +50 � A '� +50 STIR �-- Q - 63 - ---- -� - �� T0i MA.,.k011 w / +54 STR N0 14 --� �-- \ N. --63 � � X63 ,-� i �c ��s CATCH BASIN K-10 & r ° �.� �� s�s, 4z I „ w - MANHOLE L-4 (MOD.) & w MICHAEL R. & EUZABETH M. GRISWOLD I w ,RAVF� \ =' / ° ` -__ �- 13 OF 12 RCF REQ D � it p 1i b�j 7 4� RCP /� % " , I CONSTRUCTION LIMITS �o \ +00 V� +' � `�` D �`�= A� 1I 45 W + _ 104 OF 48 RCP REQ D. APP. EXI �', E ` v u_ ( \ - -- --�' -- ---------------- W ----- Ste_ _ D ---- `�'N---- - - - -40 F APP. EXIST. 40 R W -_ - s _ - --- - - -__- ---__-- ---- ; I i ` EMO T. MANN ,r - _ - = - - - „ 1 �., - - - - - ah - D 5 LF 4 --- P P --- -- - - - - - - - - ----- - -- -- R ---- _ - - -- - - -_-_- tb lA6TA-NA BEIl EASEFiENT � - � ------ - _ J- 6 - -- -- - -- -- - ___ I - - - -- �I --- _ _ _ --- - - --- ----- - -- - - - - E ASRHAL - _ -\ -- - CV ! AV MENT - ---- - -- - -- ---- - _ EXIST. MANHOLE— rte ` ; = M `° „ -_ _ -_ ► �� UNE "Al 36" & SECTION UNE 15 \ ! _ -- --- -- ----- { } 6 V ,.�, + F1 g ao ,- \ AND 157 LF 42 RCP PIPE -_--- _ _--- -_ - -___ _ -__ _ - --- - - - Z T777 =3 p j - - -- -- - -- - - ----- -- -- - - - oo --- - - --- - - X61 - - --- - - _ -- - - --_--- - - - F- - - - e ° - - - - - -- _ --- n -- - - - - - -- - - -- - - - --- -- - �. -r-- -_ -- -., --� - - � � r LAPP. EXIST. � /W � � __ - ---' - �'-- - T �; - - - -- - --- - -- ---k? R --- 1 - - �--- --� � APP. EXIST. 45 R�W-� n �, \. _ // V 9 D 'INYE r"N"IF p v v?, A \ 8' p s CONSTRUCTION LIMITS \ +�� ' 4 -r °- +35.5 Ff REMOVE 5' EXIST. RECONSTRUCT 6' OF EXIST. MH \ _ - A�� +13.2 36.5 RT s S INLET E & + 41.2 RT � CENTER CURB _ - ��' -�- - � � ADJUST CASTING TO GRADE V � �� \ �� +60 . N . �- +5o STIR. NO. 1 f Y f n CONSTRUCTION - - ,� - - - - - - - - - -- - -- - - - \ NHOLE L-4 = 0 9 OF 12 RCP READ. SEE SET 2 OF 3 FOR LIMITS \ 52' OF 8" RCP & \\9,� SECTION 26, T18N, R3E BRIDGE PLANS CLAY TOWNSHIP 49 � v N�� .,,,ors f ��vc 51 \� >A ROBERT E. & \ � � CONC. IPE END V"sl HAMILTON COUNTY THOMAS M. & x RICHARD W. & s- EBRA D. BURKETT JR o,� SECTIO� REQ D. '" NI "14.9C , t '-J�_ 52 MATTHEW V. & x LARAH M. TELESCO ``' SUZANNE M. HENSON `" �� DONALD GREGG & USA R. BURROUGHS Q Q O9y\ \ ` �F PARKS AT SPRINGMI� HOMEOWNERS ASSN. roN�� CHRISTINE ANN MUNSON \ �` q�\ STR. NO. 9B \ '� \ \� . BENCHMARKS: FJ,\ INSTALL 156 OF CTS POLY RE VE EXIST. \ , BM - IN HAMILTON COUNTY, CARMEL QUADRANGLE, SOUTHWEST �j\ SANITARY FORCE MAIN \ PED TRIAN BRIDGE QUADRANGLE OF SECTION 23, T 18 N, R 3 E, DNR BRONZE DISK \ XOTES: STAMPED "HAM 60 1989", AT THE NORTHEAST HEADWALL OF \ REMOVE 144' OF EXIST. \ \ AI, R/W DESCRIBED FROM UNE *A136 . 136th STREET BRIDGE OVER WILLIAMS CREEK, SET IN THE TOP SANITARY FORCE MAIN \ SEE '\$HEET 2 FOR LEGEND. OF THE NORTHEAST CONCRETE WINGWALL OF THE BRIDGE. 14.4 FEET NORTH FROM THE CENTERLINE OF WEST 136th STREET, 0.6 FEET SOUTHEAST FROM THE NORTHWEST FACE OF THE EXIST. MH LOW POINT ELEV = 873. 5 _-_ _ WINGWALL, 0.7 FEET BELOW THE ROADWAY. -_ --- --- - - -- ---- - - - --- - ------- - - - ---- - ------------- -- - -- ------ - - - --- - - 885 885 ELEVATION = 870.510 (NGVD 1929) HIGH POINT ELEV = 874. 6 NE I� 8U4 96 \ LO POINT STA = 303+01 20 F_ PVI STA = 302+75 TBM 1 - TROLLEY SPIKE SET IN THE NORTH FACE OF POWER j HIGH POINT STA = 305+5 .91 j POLE #838-155301. 270'± EAST OF CENTERLINE OF SPRING MILL PVI ELEV = 873.00 PVI STA - 306+25 I _ I BEGI INCIDENTAL CONSTRUCTION A.D. = 1.82 I ROAD & 40 ± SOUTH OF THE CENTERLINE OF 136TH STREET. PVI ELEV = 874.90 'OW POINT ELEV = 868.85 ! L STA. 300+95.40 "A1 fi" K = ?1.47 ELEVATION = 874.505 A.D. _ -2.67 L W POINT STA = 309+9 .95 j± \ y v S' i 130.00 VC I I j i I PVI STA = 309+50 K = 93.78 F' 7��H TBM 503 - REBAR AND CAP SET, 21'± SOUTH OF CENTERLINE 250.00'--VC - -- -- -- I- -- - -- - -- - ------ P1A-ELE � 880 ----- � � _-` �_- - -- --- t- _ - ---�- - I' - - _ - ___ -1 - ---- - - - __ .-- -- - 880 y ; ' OF 136TH STREET, 825 ± EAST OF CENTERLINE OF SPRINGMILL -------- \ y 7 �' lire ! 3� 0 _ liI I } U_> � F Il�d v'. 854,e 1 ROAD. ELEVATION - 868.30 K - 80.05 o � �-} 1 I C) �c n c� I cV M N ! o + + 250.00 VC 00 \' o� M p`� I STR. ° 00 STA. 305+00 31.5 LT oM 0O + c`nv o co o v > y A v RI� 874.48 vi PROFILE GpI�ADE E ��I o �, �I m m \ r� _ U U 00 +pp -- > ,,� E INV 863.77 > m F T ��,n, "' a`°o o`°o CIO r� 0 co W m N � W - I INV 87 W 863. _ -- 875 - - - -1.28 -- a _ - - W Z -��; �- ,�- - - - � _ - 875 -_ I � I � I 1 rP1 n ,r� w �?-- I � ono � ��cO� z I cncno'wz3 o +0.54% , '��'��i°�' � `� ��OC°o00�00 JI �� , - `� cn_o'w z cn 3 - EXISTIN GRADE -� �?° o C Iw BEGIN CONSTR 00N ��' �° ! o�l +60 STA. 303+04. 3 A136 , . -- - ---- -; - 868.60 - -__ _ __--�--�------ - - _-" - -- ---_ __--- - - _ -_-- - -----. _ -- - - _ _--------- - -- - _ ----� ---- -- I __ - ___ -- - � -_ - ----- - - - - 870 870 - --------- --- -- -- F _ t -t _T V)�, _ > -0.50% +0.50% - EXISTING GRADE •z_ n 3 +00 _ +00 53' 868.90 I -- --- --- 868.80 I - - - - - -- - --- -.-_ - - -- --- --I __ - _-- - - --I -__ _- -- --- -- --- S E SET 2 OF 3 � 18 I � � - '- f- ____ _ _�, 53' � F R BRIDGE PLANS , SPL "V" ° DITCH RT „ ELI �T 2 CXS P01_Y I 30 RCP 104, 0.20% 48" RCP 1^ I 865 -- - --- - i � - ------ ----0.16% - ----- - -- --- -._- 0 - - - 865 ---- -- -- --- 1 \ �F KNOW 127 4% SAN.-SEWFR I � � It i i.J � EXIS _ � -_- '-- V" PI_u I ED 6 RCP _ - - - - -- -- _- _- _ - - -- ABO` E DA\D1\ PI_ Tt D ;w1 I _ 48" RCP = EX!S �2 �V C �� ( 1 r �- - - �i,; �? --- - - - - 2 CT N S R STGRM SE ER - - -- l- - . - _ - --- -' __- - - _: " S POLY SA . E I �-,� ` J J - -- - - ��" INVERTS TO BE FlELD DETERMINED I I �, - PLOTTED �5 ABOVE ATUM i I 860 ►rn o ca Lo 00 0 Ln c i cn d N 'o oo ,n 860 CO CV CO co CT cI it .CV cp C11 r7 N 00 d' Cf7 M M M',M r7 frj rrj I!\ �'r7 M CV M,r- C7�o � � rn � n rl- � ^ ^ n � � �'� Go ^ n'h �i CO con CD,� COn Coco C,0 00 00 00 00 0� 00 V o0 00 00 00 CEO [p w 00 00 00 oo 00 co 0O 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 II I///� HORIZONTAL SCALE BRIDGE FILE HiIo�i+ FortIarrison �� DF'� i RECOMMENDED CITY OF 1"=30' 8J01 Or.is Av�=�tiue ? �o F FOR APPROVAL 2 Z D7 VERTICAL SCALE DESIGNATION Q � i - -- __ - - - „ lndianapclis, Indiana = No. = DESIGN ENGINEER DATE 1 =3 46216 -103 10TAII6 �p SURVEY BOOK SHEETS I -866 973 7100 �� DESIGNED: SSB - DRAWN: SSB _- 1 36th S 1 REET 7 of 44 317- 826 7100 ��<` NanN� � � /ii� TONAL E �� - - PLAN & PROFILE- LINE " A 136" CONTRACT PROJECT ��Illlllll\�� CHECKED: ACD -_--- _ CHECKED: ACD fft� I1 06-07 310+00 311 +00 312+00 313+00 1 314+00 ' 31 +00 / 316+00 317+00 3118+ 0 JOHN F. FASTRICH AND REMOVE 27 LF EXIST. 1 \ 39 37 +81 STR. N0. 16 KATHRYN F. FASTRICH 18" CMP PIPE DOROTHY F. CLOSER INLET M-10 (MOD.) & SECTION 23, T18N, RX BLKD REQ'D. AM • CANTWELL , +50 �. JAY C. AND +50 STR. N0. 33 9'O� I AYUN A. 50 OF 12 RCP REQ'D. CLAY TOWNSHIP +61 TR. NO. �' +50 STR.&N 29 MAUREEN LONGENECKER INLET E-7 & Ff BARTLETT +91 STR. N0. 19 +81 STR. +23 STR. NO. 26A ADJUST CASTING TO GRADE cn 18' OF 12" RCP REQ'D. NO. 17 HAMILTON COUNTY �, � „ INLET C-15 MOD. & CATCH BASIN K-10 & w I I 18 OF 12 RCP REQ'D. B s L - - - - -_ - - -- - -I- - „ (MOD.) RECONSTRUCT 1 OF EXIST. MH +50 STR. N0. 26 0 - - - = - - - - - - - - � WOOD 10 OF 12 RCP REQ D. 10 OF 15 RCP REQ'D. a _ +50-STR.��. �4- x _ PRIVACY FENCE +01 TR. NO. 21 ADJUST CASTING TO GRADE - C/-"- - - - - - - +50 STR. N®. 3O- - „ - 1 -�- INLET J-10 MOD. & n �; - SPRINGMILL CROSSING PROPERTY OWNER r • „ � S x 50 OF 12 RCP REQ D. 750'T �) 10 D&uE h ----x x—X ( ) +91 STR. w „ 4 9E„12,- RR��'_REQ D. DRAINAGE - - - - INLET J-10 MOD. & +75 STR NO 23 N0. 27 12. _BCP�E�D� - - - - - - - - -t_ - -- „ NO 2O DRAINAGE EASEMENT +50 �� I �'.�'�'- — — — _r ? FSMT, 10 OF 12 RCP REQ'D. INLET C-15 (MOD.) & INLET J-10 (MOD.) & �- a I + =z ti 1 i0' DE -;, - Q_ CATCH BASIN K-10 & ,_ DRAINAGE ESMT, s r> Q QTR. N - - 10 OF 12 RCP REQ D. CONSTRUCTION LIMITS VAIIHCGi e ¢ 10' OF 12„ I CP-f3Ej1'D. '° '' - - - r TCH BASIN K-10 & +50 a 50 OF 12 RCP RE A DRAINAGE EASEMENT +75 STR NO. 24 :9 _ P t „ �,, _�_. .�ti EXIST. 40 R W +04 STR. N0. 22 10 OF 12 RCP RE4 D. 20' PE CATCH BASIN K-1Q , � D _ CATCH BASIN K-10 & ENV N ��t� �4 I�C�i � uoli „ - 't _. _ -- _-- ------ u rr _ _ INLET J 10 (MOD.) & 6 D 10' OF 12” RCP REQ'D. IrJV t ��h �., ,_� iF,�P �' ,_,._v _ �__ - ---- --------- ------------ -_ _ --- -- -- - „ Q - - --- - ---- -- - -- ;� - ` y' 10 OF 12 R.�P RE(�,.�� APP. EXIST. 40' 10 OF 12 RCP REQ D_------- ----- r - - - -- ---------- ------------- - - ---- -- --- - ---- -- - _ -- ---- ----- ----- -- -- —--- - —--- — aQ T ---- - ------ ---- - ---- -- --- -- I -1 7-7 K r - (AS PAINTE ON h 00 --__-- _-_ N • PAVEM�IJ - LLj - - -- -- - — LINE "A136� & 3 - - -- -- -- ---- - - - ---- - - -- _ _ f_ - -- - _ _ _ w K 15 —►f-w _ w - �1 -” — w — -- w - -- — --- , , J - -- - ---- - -- — ----------------- - sue—_ -->: - --x- - — — -- - - — - - - — -- ---- ------ ------ -- - - — — — — --- — — — — — — �, --- - - - -- - 0' GREENBELT _ r r +50-STR.-N V. 32 2 / P EXIST 45 5' PL AS c k +50 STR. N 36 AP R D -x-- _-- - x� - -- - r- W p ;_' ; HOLE C-4 & fMr,i - — FFNC I APP. EXIST. 45 R/ - - - N -- NIsR 4 30' DE&SE � ''" ,,. � 4,� I I� , ` ' � _,. . . . ._ � 200' 1" REQ'D.--- -----=r -- MA _ - u, c DE&SE NC1 - - - - - — U - - - - - — _ __ -- -- - - --- - -- --- INV 870.88 18" RCP- (DRAINAGE CON TRUC ' LIMITS I i w N. ,, � r. � .,, ��, - _ _ _. - - � '` - � err 4' +5�_ N V L — — — — — — — — — — EASEMENT) -- - — 5 STR. N0. � �_ -MAWOLE-C=AF �+i(AIVFIOLE C-4�c ti,� 866.226 1.' RCP — —�— — s'�*'�, ` t- ';— - — — -- — — i n i —I — — — — — — — — — — — — — — — — — — — — s-- — 175 0�]-R� REQ - \--- ��` PARKS AT SPRINGMILL HOMEOWNERS ASSOC. 194' OF 24" RCP READ. — B_S.L— — — — — — — 4 — - - � \' - - — — 118 117 �, 116 �. 115 \ F S a - D RAIL 120 �' 119 SECTION 26 T 18PI R3E PCB + T TR-- S �`�-r,,C '� yamA \ s� CLAY TOWNSHIP FF''ICE -o m V) SUK HEE AND ASHLEY D. NAUGHTON X JAMES N. AND ROBERT W. AND MANHOLE C-4; / \ ^\ 121 ,< DOUGLAS E. AND ,< <�, W ! USA P. BUTTER X HOWE M. FULLER Q. AND HUMA ABBAS \ HAMILTON COUNTY 12T OF 24"� REQ'q! 122 V ��,\ `�'+ BETHANY H. WINSTON '�' SUNG SOOK LEE I w TERRY L AND n c \ \ MICHAEL A. CASATI AND\ �\ BARBARA A. VANGORP a_ Q \ / AMY J. CASATI / \ \ \ NOTES: ALL R/W DESCRIBED FROM LINE "A136". SEE SHEET 2 FOR LEGEND. 885 885 BENCHMARKS' j PVI STA =� 318+00 TBM 505 - MAG NAIL WITH WASHER SET IN PAVEMENT, PVI ELEV 876,50 j 39'f SOUTH OF CENTERLINE OF 136TH STREET, 4't A.D. = 0.36 LOW POINT ELEV - 868.85 WEST OF CENTERLINE OF VERSAILLES DRIVE. j K ELEVATION - 877.8 LOW POINT STA = 309+94.95 O 300.0 VC 880 D PVI S A = 309+50 --- - M --- - - -- fi---- - --� - ---- -- -- -- ----- 880 --- -- j - -- ---- ------- } - - -- - -- ---- - o Ln�,�r o STR 36 A D. = 3.12 O +M ° ^ STA '.7+50 31.0 RT ,? �, �+ ^ao°°ao "' °° RIM 876.27 = 80.05 �,,! 00>>> 2 0.00' VC m O 00 4m� �* ¢m z z z jI v � E I V. 870.80 O "'►�cd oo Sri -r Fes ;-L; En(nn�uj m m N I V. 872.89 _ M I j ��- 00►�'04 00 00`' o j W INV. 870.55 — — `�''- - E ISTING GRADE __-- CV CV i' c,l 00>>> � — O O u7 00 1 — _ — 1 •CAD CEO --- - X -- - -- --- - ------ -- - cnc~�wz3 . u 8 .--00 � �►� _ — ��T'O�O OHO -}. ai O to _--- 0�0> ,> co ? _ PROFILE GRADE v�cn w 200 18„ RCP -- w T. E _ - - X i _-I _ -- �t" j , - --- - - - ' 18 20Q 870 - ---- - - - - - - - - - - --- - - - --�-,-- - - - _ - ---- - - 870 1 � j -- - - -- - - 0.30%___ --- 21 RCP ; --- _ _ R �ilJ I __24-p---RCP---- - -- _ - 175' 0.30 _ -- — 21--RCPT _ - -- -- ---- - - - - - -- ---- - - - - - -- - --- ----- -- - ---- - - ------- --- - - : - -- - - -- - -- - -- - --- -- 865 -_ - - -_ - - --- _ - - - _ ---- -- -- ----_ --- 865 - -- _ I I i I I I I i I I I - I I I I ICI i � 860c � � � o � � �- 0 00 C=) CD C) � � r a uoCD LO CD � U?o C°'C) NCo BOO T ¢ � coi � 860 00 Opp rn Qi Qi O O O O i � - N CN N tV rri M �n d- U.j ,f j ca LO cD cp I tp t0 1� I� 00 r--I 00 t` n r- i CD 00 to 00 to 00 C0 00 ^ 00 00 00 00 ao 00 a0 00 00 00 00 00 I00 00 ^ 00 ^ 00 00 00 P �O ^ 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 100 00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 \\ C �// HORIZONTAL SCALE BRIDGE FILE Historic fort Harrison �� P �F�y�i RECOMMENDED fff OF C 1„=30 8901 Otis Avenue �? OJOS"E�o FF� FOR APPROVAL ; I _ VERTICAL SCALE DESIGNATION_4�4� Indianapolis; Indiana - No. - ESIGN ENGINEER DATE 1"=3p 46216-1037 Ei 10100226 1-866-973-7100 �?o STATE of �4e� DESIGNED: SSB DRAWN: SSB 36th STREET I�►EE'� SURVEY BOOK SHEET 1 i'- 2 6 71 5i: /NDI ANP�G� \ -- - ---- 8 Of 44 `U" �°"A` PLAN & PROFILE-� LINE `A136” CONTRACT PROJECT CHECKED_ACD ____ _ CHECKED: ACD 06-07 11 1 319+00 320+00 r--oo 321 +00 322+ �� I , 00 323+0 AYUN A. BARTLETT rn 0 I 324+ 0 I I 00 326+00 x X m I 59 ; I I II 327+00 +50 STR. N0. 53 54. 55 N 56 I SECTION 23 T1SN I'' I ( I i 4 52 INLET E-7,& SPRINGMILL CROSSING SECTION +09 STR. NO. 4� -� JOHN E AND I I WIWAM A• AND ' R3E I I I TIMOTHY AND 18 OF 12 RCP R Q D. ONE MICHAEL DJAN 'AND CLAY TOWNSHIP I STEVEN E. AND I JANET L ICHAEL S. +50 STR. NO. +50 STR NO. 39 JODT E-7 & PHIWP AND CHRISTINE ANDERSON ( w I ,DONA SUE BROWN HAMILTON COUNTY DO 0 DIS RBA EXIST. I I AND JULI L 38 PATRICK HOEHNE AND CATCH BASIN K-10 & OF 12 RCP REQ D.ELIZABETH SCHALLWI N0. 10' DE I I +14 3 j j BRICK WA �& LI�HTS it i j 3 I ANITA H. STRAUSS I I I MI�RPHY CARTER INLET M-10 (M .) & KIM PARKS 10 OF 12 RCP REQ D. 9 STR. NO. 42 +00 S INLET M-10 & B.S.L. I ¢ STR. NO. 45_ — — J o I +4o TR. N 50 50' OF 12" RCP REP�( 'D_ - - - - - - - - - - - - - f#0 , o I', z ° w jl 1 m.L L - - - - - ET-M-t6 " - w��',�II - - - - - - - INLET E� �t - - _ +�J T �, IN T J-10 MOD.) & wno, - 50 OF 12 RCP REQ D. I 30 OF 12 RCP REQD. I �n w ° I CATCH BASIN K-10 I " _ _ _ - - - - - __ - � - " REQ')-. - 50 0 12 CP REQD. �. PRIVAC OF 12" RCP REQD. �I`,;,J �r,eE . I .n x --�--- X T�.�N0. �' - REMOVE 41 LF s� E - ><- _� - , .;-- ,. - - - - -��t_ T 47 ,� _ 4_ ,a11��'E�I x 12 RCP IPE �. ---n-- -- - - - - -�U-- i� - ' I CAT_C�H BASIN K-10 & I 0 X i0 DRAINAGE ESMT '.T }°`" o DE I r OF 12 MCP RE D. a �A -- r 10 �� i � - _.,1 v=- — — — G l— — — _- — — r,3 �,. _,mow �x,t W __ — _- .._ __ �C,R ti f RIVAACCY I r EMOVE EXIST. 192 ,7, +09TR. N'� ; t i 20 PE,- _ CSTRUCION Lk11S 1 CP PIP CATCH BASIN K-10 & \R E APP FISTW - - - �-� 'I -♦♦v— // rt3�' - 10 OF 12 RCP R - � - - - Q AP � �. � G --- - - - _._ - - - --- - - -- --- - - - -- -- - - ' [ ---- ,;ur, o - - -- - ,; c - --- -- 1 a .;- ,.r lPFTGF t - - N 3 RCP - - I ., �" _ - URB I_ - it .---- r.JI ,�l \IV {..1 F\ -. r :)''1 � C•', :1, - it `I' --__ F 3 -- REMF3VE EXIST. INLET T , 16 REMOVE EXIS�f iNtET �c I - � -- G - _ _- I __ _ ! ^ � f� _'_ - a;rJ „ �,, � {J . L �` ='ru 1� rCr'.' � � n -- �' NE - _ _ - -- - - - --- - -- - -- -- - - - _ s "PJ.- -- -- -_ - -- __ .- -- - -- - -. - __ - - -- - _ _._ __ _ --_ -_..__ t _ a- ICJ r-{ n- , - .---- - --- - -- -_ i 46 LF 12 RCR PIPE 77 tF- -f�CP i�IP w - - - 6 - - - -- _------ - --- W P`JMTI - - - cD n -�- 1. 1 - ---- - --- - NV Al�' y, ' .1 1'r"f ti' 4 = + + _ -- -- -- ---- -- - ---- -- - ---- - - - ASPHALT r --_ - R� °07 52 g AVEMENT z a - ---- - _ ----- -- ------ -- - - - --- - ---- --- - ------- - --- - - -- - - 6th STREET - N I]NE Al A136 K B - - - - _ __ _ - K 13 & SECTION LINE 16 , + G I 15 16 - --- - IGN ESMT. c r - -- - -- - - - - - - - --- ------ -- - ----- -- - --- - -- --- - -- -- - - -- ✓ Dc EMT. Z) NAr - - -__ SIGN lift �! I �k I 6' PRIM-Y _ - - --rr --X_ - --� - �. t-_ - - -^ �l— - n— _ _ _. _„a- _- ^�- — — ---� - FEN E --- - ----- -- -- H BARBED WIPE. ' 2' NAE � 3 � -:I N � zo' GREENBELT g � — ��- BARBED �,v,RE APP. 40 R/W APP E 45 /W EXIST. E - FENCE -O ` ;mss ',�,�� 30' <^z �Mz. _ '� -1_- DU&SE 11\. 0. (� FENC_ — — FEH N 48 ,� Q c� CONSTRUCTION LIMITS ',; u71 ��a r r��"F� F RDU&SE 1 �� r ; t -`tea ��, ` P I , ------ � !i '.N _ _ MANHOLE C-4 & - - - - - - - - - - - - — r - - - - - - - - _ , _ +4oSTR. N0. 52 - -- - —- - -I� -- �� - +09� O, SECTION 26, T18N, R3E - - - - - - - - -191 OF 12 RCP REQD. ,� ,� REMOVE EXIST INLET & P.I. 326+70.56 A136 ��' -, – +50 . TVO. 4 k— o I� - - CLAY TOWNSHIP +oo STR. N0. 49 w w n — =- J D ?0 LF 12 RCP PIPE D = 0'06 27 LT. MANHOLE C-4 f& MANHOLE C- & INLET E-7 & F. , II.t I I 180 OF 12 RCP REQ D. s ,� n tJU y' j HAMILTON COUNTY -- -- e - x — — — — — � 0 j i w � � I ,. -�& cults ,;1, � , I � " <<�I� ,I rr 159' OF 15" RC REQD. � 11' OF 12" RCP REQD. B-s,� - -° �`-- _-_ , � ,_� _ - � BLKD. REQD. NO CURVE RUN Q� -i� - - - - -I- - - -I I i w NANCY J. HUTCHENS -� - as.c OF 18 RCP REQD - z! 11 �°- - 1� T,�: I�6.5 7 - - - - - - - - - - - - - - - - - - - - - - -{ - - - - - - - - - - - �� - - - - - - - - \ 7 E E,� 3 1 R P I_�� r 00 0 ��, �, �:� 57 v� 59 X 60 61 63 109 NV W 811. 8 15' RCP _-�; �j I �- �� 58 � "' GLENN AND �,..� s j a �I RUSSELL S. DOHERTY CHRISTOPHER G. AND RICHARD D. D z BRICK COLUMNS EXIST. I i, A� �� a I I ``f CHARLES R. AND WILMA R. HIGDON �' KATHERINE F. ARBUCKLE MICHAEL M. AND JUNE M. MARUT LYNNE C. H AST I I J N j DO NOT DISTURB EXIST. s� DEBBRA A. SCHENE DO N07 DISTURB I PARKS A I� Ln � j BRICK COLUMNS SPRINGMILL SPRINKLEJ�SYSTEM M II I I I i OMEOWNER JANARDHAN SAMPATH AND �' ++3 I I I NOTES:CN ASSOC. , ANJALI PARULEKAR �� ', I MARGO IRIS SoRGMAN �1 1 � \ I ( I ALL R/W DESCRIBED FROM LINE "A136". I I I SEE SHEET 2 LEGEND. 890 - --- ----- - - - - - - -- --- 64 -- 890 HIGH POINT ST = 324+87.10 PVI ETA 325+00 j PVI ELEV = 881.00 ° C A.D. _ -1.48 f-- �? M K = 35.48 o - - oo r�r� , ° 885 - - --- -- "'--- -- -- oo o 200. VC - ^ -�- �o PVI STA 1= 318+00 o rn r i o N� c'r'.i oo ao 00 °o M — - -- t -— ------— ------- -- --- - -- �r n u i,.� 885 PVI ELEV = 876.50 ter- ^o0 00 00 +00^ r� j ao>>> + O ° r N rte' o^o >; 04 apOpoOOO •Q zzz o cncnFZCn3 M 0°0 0000>j A.D. -0.36 z>z z ^ N + RY;Qa- - oo>» j - K = I840.00 cn cn� LAJ IY��z�Z ,,� 00 - - iQ-ME z 2- 300. 0' VC (n V)LAJ > m � cn cn�z W p I °° > �; EXI TING GRADE - o j w 880 "' � ---_ v - - CID 8 -7-- -_3% 877.70 +0_33% PROFILE GRADE +50 _'- - ---_ - - +00 878.20 - 878.37 - - -- O - „ - 875 - _RCP- ----I _ - � � 0.50% ---- , -- - -- ----- 12 RCP SPL V" DITCH RT 0.50% - _ 159' - -- I - - I--- -------- _- _- -_----- -- 875 ---- -- - -- -- --- --- -- ----' 18" RCP -_ - - - -_- --- - -- -- 200' 0.50%! --- �,1, -- I I EX15T. 12 D.I. --- --- -- WA iER LINt I -___ 870 -- --- --- ------- �, I 1 - I ---- - ---- _ 870 I I iI _ I ' ' I 865 -- - --- - - - ---- 865 r� ,� 00 0o rn rn - - ----171-co � t� t� ao � n ^ ,�r Oo 00 00 00 00 00 Il- i� ^ ^ °° of a' m O m O ° 'r7 `n Lq cm 00 CO CO 00 00 00 0^p 0p ^ 1� 00 I� 00 O O o O O O I\ tf� Pr) CV 00 � � X00 0000 0p � p°00 � Qj O � O 00 00 00 00 co co cu 00 0000 h co 00 - -319+00 320 - -- - -- I°° 00 °° + 321+00 --- - -- --_- --- -- 322+00 323+00 324+00 325+00 326+00 327+00-7�� C.I �� HORIZONTAL SCALE BRIDGE FILE IIistoric t�'or�t Iiarr]soil �� P D�c�i�� RECOMMENDED �i 1"=30' 8901 Otis Avenue ��' ��i�� FF�� FOR APPROVAL qA p� VERTICAL SCALE DESIGNAl10N _ ---- - - ndianapolis, Indiana = No. ESIGN ENGINEER TE 1"=3' 46216 -103 7 _ 10100226 • 1-866--973- r100 0 STATE OF �W\ DESIGNED: SSB DRAWN: SSB 136th STREET SURVEY BOOAto,317-826-7100 ��i�i jO1YAL E�� - - - 9 SHEETS 44 � CHECKED: ACD CHECKED: ACD PLAN & PROFILE- LONE "Al 36m CONTRACT PROJECT 06-07 328+00 32�-I�QQ 330+OODO NOT DISTURB EXIST. 31 +0 p 3 332+00 +64 STR. No s3 333+00 334 00-- 335+00 JAMES C. AND 33qtoo BRICK WALL I — — __ — — — INLET C-15�d __ — - — — — — — NANCY R. HUSTON +00 NO. 68\ — — — — — — — - 50 OF 12 RCP EQ D. +74 -SP W N `" +54 STR. NO. 62 INLET J-10 (MOD.) & INLET E-7 & 10' OF 12" RCP REQ'D. SECTION 23, T18N, R3E 47 22 OF 12 RCP REQ D. 2 �I v 50 INLET J-10 (MOD.) & 49 48 CLAY TOWNSHIP 3 MICHAEL S. LARRY J. AND BRYAN A. AND 1 o o W 10' OF 12" RCP REQ'D. CARLA C ZAWADZKI ° HAMILTON COUN IY AND JUU L CARTER at , I THISTLEWOOD SECTION ONE +00 STR NO. 69 �j SARAH A. COPELAND MARCIA K. COX i1 °- �� K' AND �' NO 64 `� �' Q 1 �`I, a 6E TTY RANSOM ,= +64 STR. MICHAEL R. AND USA A. MOOS INLET C-15 & +20 STR. NO. 53 +64 STR. NO. 56 / I� Q_ :� :I, I'�� s%� ( >' CATCH BASIN C-15 & v� „ (MOD.) INLET J-10 & � \F +70 STR. NO. 59 w „ X 50 OF 12 RCP REQ D. w ifvLET J-1 B.s.L 11 OF 12 RCP READ. w - - -- - - - - - - — __ -- - - _ - -- - - - - - - -s, rra, , �7 INLET J-10 MOD. 3t w �� I' ° Q „ 50 OF 12 RCP REQD c'/ i!- w u " ',`, _ - - Q-N•)-� - - - - - - - - - B.s.L. - - - - - 50 OF�2�CP READ._ - - - - - - - - - - - - - r;,� n- j 50 OF 12 RCP REQ D. Tic 875.74 Q +74 STR. NO. 67 CONSTRUCTION LIMITS Bcr oM of PUMP vauuT / u�4 FNH[_� 867.34 — ±64 STR NO. 57 RB�I�� " I k' <i'� ';('�5'[�iU +70 STR. NO. 60 INLET B-15 MOD. & I. I +20 STFZ. NO. 54 CATCH BASIN K-10 & �� '�� 'j�� ' } �� + 3 ��' ? ��'; '� ° '�' CATCH BASIN K-10 & 10' OF 12" RCP REQ'D. D j +00 STR. NO. 70 — CATCH BASIN K-10 & Y -- - � .� „ — — — - — — CATCH BASIN C-15 & - - --- ---. �', _ 1 OF 12_ HCP�EQ�. — _---- ------ --_ -_--- --11' OF 12" RCP REQ'D. ____ 11' OF 12" RCP REQ'D. � ._ ____ V I u . _ �� , AP F S� --- u_ - - — — ' s \ 10' D&LIE PRIrACr �� r D&d L < - ---- L--- �- - -— -- -- - -k- 10' DUE - - - - - -- ---- -- - -- --- -- - - - _ -- - -- - - �. - Ir_N; APP — -=� ' _ ---- - - - -- -- -- - _ - _ - L_-- --- - - _-z -__ -�-_ - --- -- -- ---- -- -- -- v --- -- - --- T _ - - --F - - - - - rRER -- -- — AE -"W —�--- - - —_— -__ - -...— — — _..— _ —___._—_ _ .,tea.—, . . ---.ate.----_: __.-- _—. — - -_. 1 .�': _ .... — — - _ — z n Z .. f ? 235 INd. TELE MT. PB 272, P 467 23.5' IND. BELL ESMT. PB 272, P - REMO EXIST INLET & ° - - ---- - - -- l fi - - - G - - -- -- W ° - - - 15 - 1 - - K - - - - - - - -- 57 LF 8" PVC PIPE - - - - ---- --- -- - --- - - - - - - - - -- --- - - -- - - - - ---- - _ -- N --- - --- --- - -- — -- - ---- —- - --- - - - , 6 36th STREET �� - - -- - - 15 s C LINE "Al SEC K 15 di - - - -- .. - ---- - -- - - -- - - -= - - --- — — - — — Y — - -- --- - - - -- ;rs — — — — - — R1V, - _ - - -- � EXIST. 40 RAW � _ 20' LSE APP. �,4 D � � � _ , ,- r 20 ua�DE r, 20' u - ' — �o �, - G h� � �; CONSTRUCTION LIMITS 2' NAE APP. EXIST. 40 R�W n ��c� �G i 20' LSE 20 LSE�BSL 2' NAE 2 NAE - S 39 42 - - - - - - - - - - - MANHOLE C4 & � � �", A +64T N�. 58 x ! 13 40 NANCY J. HUTCHENS „ � 7 CHARLES A. AND 41 Q 29 \ MANHOLE -4 & 3 KEYUN NG AND LYNDELL M. HAENLEIN WILLIAM AND QI 144 OF 15 RCP REQ D. \ \ N f- ¢ - NANCY LEISTENSNIDER 2B \ \ 36 106 OF 18 RCP IREQ D. I j Z w ,�; ( +70 STR. NO. 61 I +64 I SURESH N. AND ALICE YUNGK AND SUZETTE D. NIKAS BOTAO ZHOU MATTHEW J. AND x w !I, w cn MANHOLE C-4 & STR. NO. 65 I NEELR"iyi R. CHANO BARBARA KOWLOWITZ JTlRS BENTLEY OAKS SHARON L MILLER \ \ R, MIA YOUNG AND I I w oz - _ ( I „ MANHOLE C-4 & GREGORY T. REED v (n re) 94 OF 18 RCP REQ D. M I, Q �,. 236' OF 21" RCP REQ'D. Q, SECTION 26, T18N, R3E +00 STR. NO. 71 �, Q\ I Q + 3 DO NOT DISTURB EXIST. , r MANHOLE C-4 & �, U, �, CLAY TOWNSHIP 400 OF 21 RCP REQ D. BRICK WALL i w REMOVE EXIST INLET w I w HAMILTON COUNTY � " X \ \ \ " W i \ , 22 LF 12 RCP PIPE � NOTES: Q I BLKD. REQ'D. I Q I Q Q Q ALL R/W DESCRIBED FROM UNE A136 . SEE SHEET 2 FOR LEGEND. 890 -- - - --- - -- -- --' _----� ----------- _ -- - ---- _--- , ------ - --- ---------- _ --- 890 I I ' LOW POINT E EV = 875.23 j LOW POINT STA = 332+59.62 I � ------_ -- --- 1 I PVI STA 332+50 -- 885 - ~ --- - -- -- -- ------- - - - -- ------ - - ---- -- -- - PVI ELEV_'= 874.75 A.D. 1.55 -- j o'r� �a°o• K = 61.54 j o 00�� ,��r LONE N� 6V _ 'Op 00 • 1 �S i CV r N N �f7r7c�0o0a0o0 o p 1 C6 (n Cntn�wz3 -- zz_ N ca ""h 880 �_ - - ------ --- -- _____-- --- ----- - ------ ------ - -�- �00 >>.______L_--------'r- __-`n -- _a - - - _ c� - I � i i + �'• j •¢�>;>; } cncn�wz� - --- - z 00 ° a;, - _ — C—a-----r --- -- -- -- n ----r--- -r- -- --- -g=- --- --—— - 880 100 Cn w C-4-i 00 00 (� w _ EXISTING GRADE > +°°-M o o ', ' +r- -0-83Z II c� I M m m (XI 00»> j > — —F I ZZ •Q�—zZ W �' — tncn wz3 (n c~n�wz3 ' I - - - Oft% - - -- - - ' 875 _ �- ----- - ---- -- 180 I 875 j - - - - - -- - - -- - - 0:501. _ _ - - - --- _ - 144 15" RCP _ 0.40q " O - _ - -- - 106' 30% 18" RCP 0 94' 0. 0 " -- ------ --- -- % 18 RCP - _ -_ - - --- - - - - - - - - --- 236 ' I ------- - -- -- -- --- - -- - -- -- - - --- - ---- 400' 0.30% 21" RC 870 - - --- -- - -- -- - - ---- - \i - - ----- --__ I [ L 870 ' I I I I I i I I li I 865 - - --- - -- - -a - _ __ - _ -- -- - ----- -- --�---- -- - --- - - --- - - - -- - --' ------ - - - - -- - - ---- N O 00 N --- ... -- -- N - -- ---- --- --- - 865 Lq O tD N 00 N ^ O C°p O M CV 00 00 r� N d- OJ — C� `� N N CD 00 CA 00 CO 0O 1� 00 1 cD r, t6 cD tD CO 1 M c . N GO N ca 00 tf) CR c� �L l[7 ^ �f) rn c0 O Cp O 00 00 00 °O 00 °O oo °p 00 °O 00 °° 00 °� w 0o oa 00 00 00 oo ao r- 00 to 00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 336+00 ��\�� !i I///// �� HORIZONTAL SCALE BRIDGE FlLE 11 stol is Fort 1 unison ��,P C DF�iii RECOMMENDED OF 1"=30' 8901 Otis ;1aet7ue �� &�1 ST% Fes% FOR APPROVAL 2 D VERTICAL SCALE DESIGNATION hidiunapolis, Indiana = No. = ESIGN NGINEER ATE 1"=31 46'16-1037 = -0 10900226 • 1--866 973--7100 ��o STATE of 414/ DESIGNED: SSB DRAWN: SSB 136th STREET SURVEY BOOK SHEETS 317-8?6-71 OU %'` , /NaANP G��\�� ---- ---- -- - - - 10 of 44 "JL ,�' OIIIAI I\\\\\\\\\ CHECKED: ACID CHECKED:_-ACD_ PLAN & PROFILE—— LINE "A136" CONTRACT PROJECT � 06-07 337+00 338+00 339+00 340 00 341 i +00 342+ 0 i +oo STR. NO. 72 +92 s . NO. 79 343+00 344+00 345+00 INLET J-10 & INLET B-1 (MOD.) & +24 STR. 0. 80 i 50' OF 12" RCP REQ'D. l CATCH BASIN C-15 & 373 372 371 �� ,NH�� 57 OF 12 RCP REQ D. ROBERT M. AND VILLAGE OF MOUNT CARMEL q'O NO 73 374 32 OF 12 RCP REQ D. ji ,; T,'�. d7` ,F i � I � INV W 8F1 40 8' PVC +00 STR. +62 STR. NO! 78 II W II 3 KAREN R. RUTIGLIANO �T ENV s as?o� a" PVC CATCH BASIN K-10 & NORMA STOVER IN - �`' THE BOARD OF TRUSTEES OF " ! GERALD H. AND 11 OF 12 RCP REQ D. LET C 15 (MOD.) & +68 STR NO 81 " - r-- CENTRAL CHRISTIAN CHURCH _ , cn� 55 OF 12 RCP EQ D. o C ANNE S. FAIRFAX et al V, TOM F. AND I _ CATCH BASIN K-10 & w j X REBECCA S. HUBBARD i ° u < 3' OF 12" RCP REQ'D. _ _� ¢ �� B.S.L - - - -- - �,� � - - - - - - - - - W wI -�� w . - — — — J ~ I� w n- 23.5' IND. BELL TELE ESMT. P6 272, P 467 - l1 N a� ¢; +5O STR. NO. 75 ,;< I I s w J x�,---10'X 0' EASEML,JT FOR DUSK TO DAWN LIGHT Q Q .Q SECTION 23, T18N W III i � + s S'R NO 83 DUSK TO AWNNiJGHTR o II R3E 1J�' D&UE _' 1 Ca- TAI, . J IN J-10 (MOD.) & ' j �J 7 C) SIGN CLAY TOWNSHIP !; / �n PROPOSED SAN. j o _ 112' OF 12" RCP REQ'D. a o �' MANHOLE C-4 & REMOVE EXIST H & II 1 saNlrrr�Y MANHOLE _ C ! A ca Q, �I, HAMILTON COUNTY Q �" t j' _+ �_ 1 G " " �w a�a.s. (BY OTHERS) D r �-- 72 OF 21 RCP REQ D. 78 LF 12 RCP PIPE ! I /, - -- + 3 1 cD II CONST UCTION LIMIT �. _ XIST D 6 -'e a° CLAY II - PP. EXIST 45 R/W - - --1— --- -- —�` 1 --- --- �_ - -- - EXIST. - r `� � - - N�� HN�� _ -- - - -- -__ __-- _ _ -- - -- �� 1�I,AN - - _- - _- G ., -,� � D W - � � APP E 40' R -- - -_ r � - .i ,;' I� `r �— TTY = - ----- ---ppT - ----- - -- - ---- - -- - —r ------ tiv W —-- - - - ---- T ---- --- r ---- - - --- _;-- T - - T vv , _ -T C1 _ �uRe I , F 71. _ - - - --- -- - 59 - -- T -- — - �� fi _ c� ;ti - - ° - - -- 136th STREET ' �' K 15 16 o - - - --- - --- - - ---- -- - -- o1 r� ---- -- - - ----- - -- LZ - - -- --- - ---------- - - - - - -- - _._ _ -- -- _ - --- - ----- ---- - +� REMOVE EXIST r �, cCDV -- - -- - - - - - - - ° + u.j N � -- _' '- - - - -- -- -- - --- R , ,�, E o 0 16 +40 N 76 + „�.��,, �� -- --- -- ' - /� �� g + 16 N + '+ + B CATCH BASIN K-10 & � INLET & E412 LF 12 VP PIPE � - 3 ---- -_- -. If RCP-- PIPE-- -_- - ' --__ -� --_ ---_ __ -- _ __-: , = - -UN� �A136" & SECTION LINE. - - 11'_of 12" RCP REQD:- --,- - '' K z + r, -- -- - y -- - - H Q r, t4- — - l l F Ot7 S .- _ - - J - ___. APP EXIST 40 W - � % - - -- , ------ - --;---- , ------ - - -- -- -- ' R� ��- r _ �� °r APP. EXIST. 45 R W -- -� ... _ �� :_, I '1T- 1, - �1� nNY M�NuI �_ / % p .r- PROPOSED SAN. r _� 20' LSE 20' BSL hF �;F 2 NAE �� D 378.08 CONSTRUCT' NAE � 7 . F 20 U&DE LSE BSL - ; l �. NV N d6 .6u ` ��y(' — — — — ON LIMITS —11 , — — — — — — G �� ', W - III -�- (BY OTHERS) r7=, 777 i 7-PVI( � � �J �� J kl � 47 48 49 ENiEY70 �1 ��---- �� '' � � � y� �� ! f 46 45 +40 STR. HOME S / �Iw 5,. Q: �� n N O. 74 JOHN B. AND N 0 77 %� �I FRANK K. REGAN I J ( I +00 STR. MANN r �� JOSHUA B. AND ACQUELINE D. ANN W. KING MANHOLE C-4 & %� a B�fJTLEY OAKS RICHARD W. .AND MANHOLE C-4 & " COMMO> ¢> �, (n " r, w cD w MILLER 138 OF 21 RCP REQ D. �RRN-I- ESMT OMEOWNERS I� DAWN M. STUFFY JUDITH K. SHOCKEY 1 240 OF 21 RCP REQ D. . � �� ,, .� w !� % QLJ �� I JULIE A. COOK / �o � I�coM��r1S�R A I i+ '= REMOVE EXIST INLET & PRUDENTIAL SAVINGS / � � REGULAR ESMT. 3 Ln �„ SECTION 26, T1 8N, R3E i ,�1 �� r o n L; L&sE LLJ j w w 26 LF 12" RCP PIPE w BANK, c DO NOT DISTURB EXIST. -�=° -`�� FSB TRUSTEE OF ,< CLAY TOWNSHIP BRICK x'� Q + 3 / �J +78 ci- CK WALL STR. NO. 83A I� I < BLKD. REQ D. DORIS G. STADLER HAMILTON COUNTY w 11, Q +68 S NO. 82" �, w IRREVOCABLE TRUST F i i� CATCH BASIN K-10 & aQ - �' 6gNOF 21 C RCP RE 'D. NOTES: ¢ ¢ / 15 OF 12 RCP R Q u Q - - EQ D. � � ALL R W ,� p / DESCRIBED FROM LINE A136 . SEE SHEET 2 FOR LEGEND. HI H POINT ELEV = 878. 0 I ! I z H POINT STA = 337+6 .06 BENCHMARK: 885 Q -- I `r'w_- - '__ PVI STA 337+75 - - TBM 509 - REBAR AND CAP SET, 17't SOUTH OF Z o PVI ELEV = 878.50 -- -- - - - - - - � �o -_ - - - I --------- - �------ ----------- I --- --{-._ I ELEVATION STREET, WEST OF OAKRIDGE ROAD - --------- N------ � 885 x �o � A.D. 1.61 71 i-�� cn�m K = 155.48 o I I � w l - --- - - 250.00' VC ° j j o = VI STA = 344+80 0 o m o rn I i m r VI ELEV = 872.20 °° ^��o`�oa^oaoo _' j N ¢ A.D. = -2.49 -- -- -- - -- __ 880 -- - - - --- °' rn^ > --- --! - ° o N o N N K = 80.33 - --- �- ----- T- _--- --- ! - -- --- ° - - -- - - - - - -- - - ------ ' .. i¢ z z_ - — ^ V 00, o00 - - - ''' - - --- -- �- -- -- - - - - — 200.00' VC 880 > �� (n(no'wz3 j 000000 00 CD 0) N�� Qun U m — > W I ^o^MM^ �coCDr D%O z CL t W >>> M +•-a0 CO cD 00 ! Q ♦C7)co 00 CD 1- - 'Q ZZZ �� .00 DO T-)C14 •00 Cnd_ �� - - Cn(n WZ3 �?»Z co c)U?CL 00 Q> (nCnL�ZwV)cn Cn(na: a: I I � Go PROFILE GRADE ! Lq 875 _ - -- -- — -- 97. r , j 875 I - I I I I EXISTING GRAD --- - I - ' i 870 --- -- - - '' 4-�-- -Oz - - ---s ---- - --- 0.30% " - - _ - - - -- - -- -- _ - - ------ --- -- - - _ I � - r --- --�-------- --- - 870 - 21 RCP - __ -_33% �1 RCP - - - I - I 50 - - - 865 - - - I i I 21" RC I fi_ --- ------ ---- - 865 PROPOSED SAN: (BY OTHERS) PLOTTED 3' BOVE DATUM - - - - I 21" RCP CO LO�cq 0�° � °- � ^ ^ � r-- 6 coo o �i� oil ,no Ncfl - - 00 ^ r7 C� co r 00 ^ ^ 00 00 00 00 co 00 co OHO n co^ ^ ^ ^ tf� st M `� Co r7 ,,� -_ - ---- --- - _.--�_ --- --�— - --— - -- -- - � °° 00 00 pip coo 0000 ^ 00 `-- 00 0p t� '-d- 1� M CV co D O^O OHO 337+00 338+00 339+00 _ 340+00 _-- - ___ - - - 341+00 342+00 343+00 344+00 345+00 HORIZONTAL SCALE BRIDGE FILE Historic f,'ort Harrison �� OFD/�j� RECOMMENDED ffff OF 1"=30' 8901 Otis Avenue I ��' % FF� FOR APPROVAL LZ�p7 VERTICAL SCALE DESIGNATION Inclianar�olis, Indiana - No. _ ESIGN ENGINEER DATE 1"-3' 46'16-103 _ 10100226 ae • I-866 973-7100 �'c , srA� OF <vi"� DESIGNED: SSB DRAWN: SSB SURVEY BOOK SHEETS 317 8?6-7100 %/� �NDIANP�� ---- - ---- 1 36th STREET -- --- �iii �q'VAL E �� i A pp ! � 1 of 44 CHECKED: ACD _ CHECKED: ACp PLAN & Pf�OFILE'- LINE �A'Al i 36'° CONTRACT PROJECT 06-07 346+00 ; 347+00 1 348+00 i '349+00 350+00 351 +00 352+00 00 e f 54+09 l +50 STR. N0. 84 ( i � LARRY AND MANHOLE -4 & CHARLENE WHINNERY 210' OF 21" RCP REQ'D. +60 STIR. N0. 87 VILLAGE OF MOUNT CARMEL 3rjQ 349 __-- j __ _� IIIIIII ','X MANHOLE C-4 & 368 o 351 i � , +50 STIR NO 85 100' OF 21" RCP REQ'D. I SECTION 23, T18N, R3E DIA HOANH AND `� w r CATCH BASIN K-10 & e 369 JOHN W. AND JANE D. WESTERNEIER N N STEVEN W. AND N CLAY TOWNSHIP DONGTHI TRAN NGUYEN T �. \ V / I 7` .OF 12" RCP REQ'D. 370 - JANE S. HOSTER x HAMILTON COUNTY w W DENISE E. PAYNE w �' +60 STIR N0 89 Q �= CHARLES M. AND w cn z o �' _ as.�— - - - - - -� - - - - - - - - - . �;�� x B.S.L. x t— M - - __ — �- - - AIhR h w BARBARA H. DUKE `�' _ — — — MANHOLE C-4,& — — w �, n w +10 �> > �a�ti�� I � ! �� a - - — -I- — — — — — — — 250 OF 21 RCP REQ D. ��' �' -� �o'xio' EASEMENT FOR `` ' T d 8- i 1 CL ¢ d - DUSK TO DAWN LIGHT " , d- v 1/o ;�-_ CL ¢ >' _ ��- ¢ ANHOLE K-4 (MOD.) & j� w Fa, �� I a� f \ p, u ., :� r h,��,�,j�,�� .� 63 F 21 RCP REQ D. �_r i 11'X11' EASEMENT FOR , , �� . o �� 'I T;� '', `�V APp EXl 10'X10' EASEMENT FOR � O ¢ +60 STIR NO 90 �M �a �� DUSK TO DAWN UGHT �o j III CONSTRUCTION LIMITS _ DUSK TO DAWN LIGHT / j „' , T R - +o1 STR. N . 9�1 r ii jw-' CATCH BASIN C-15 & . �� + � +50 STIR N 0 86 o' _ I r� ��r r��<rii, - --- -- �� - CATCH BASIN 10 & - ,,n - 4 OF 12 RCP RE D. D -- INLET J-10 & ��, 5;, r Q i� " - -- - -- -.. REQ'D. r n " � I 10 OF 12 FRCP_ - ► ' n - - - - - - - - - - - o APP. EXIST. 40 50 OF 12 RCP RE D. = - -- -- Q -- l i � __'�_— 'r i 'r✓ —_ r — �7p - -��.�XTST. Off R � J.r_ - -- - --_ — - - -- ---- L_ v - 7 _ ' INCIDENTAL CONSTRUCTION -, - 2 -- - v A• 351+77.3 15 1 2 A136 _ ! K R2032 _ _- - - - r---- ,_ - - --- -_ --- --- ---=- G 16 �., ♦ 136th � � -- ----- - . N8901125"E a T -- -- ----- -- ------ - - Q • _ - _-- /. 11 i ---- N _ - - - �° 15 E vIN LINE "Al 36" & SECTION LIN 16 h - --- 1 w k 15 _� _ _ - --- - - - -! -- �W_ - - w -- -__ ;r } z K + ��, - -- - - - -- - - - - --- -= - -- - - ---- --_ ,�, -_ `N --_.._.__-.._.__—. �y _..__. ___ a� - __ __ --__._ __ _- �, — — - -_ ---- - — ----- - - - - -- - ------ -- -__ - - -- -- ---- - t- _--- - ' —- — �. ------___ ._i.. - - - -'- - -, ..1 -_�-�C.��✓cam� �.�� , -� -._ - -_ n n ._ / W _ � :END CON�IR CTI vi S — - - ----- -- ----- -k 1�:.- - ------ ---- - ----- --- ------- — - --- ------- -k.� - ------------ -- 6 --_ =—_=_ ---- 2 -�= -- 5_ 351+63. 2 A'�13 EXIST. 45 45 R W +98 STR. N0. 93 D +93 STR. N0. 91 A CATCH BASIN K-10 & CONSTRUCTION LIMITS ADJUST CASTING TO GRADE 15' OF 12" RCP REQ'D. � C:, 9 o EXISTING +so STIR N0. 88 +so STIR N0. 91 �'°� PROPOSED SAN. i INLET B-15 & S� EXISTING (BY OTHERS) SECTION 26 T18N R3E • F �,(BY OTHERS) INLET E-7 & � ` +10 STIR NO 95 � . � 74' OF 12" RCP REQ'D. CLAY TOWNSHIP i � � „ , 50 OF 12 RCP REQ'D. HAMILTON COUNTY MANHOLE C-4,& �� (BY OTHERS) 62 OF 21 RCP REQ'D. �11 f FRANK K. REGAN +70 STR. %- 1 CORE INTO EXIST. STRUCTURE NOTES: ALL RAW DESCRIBED FROM LINE °A136°. SEE SHEET 2 FOR LEGEND. P STA = 344+80 I CO O° _ P ELEV 872.20 it • A.D. = 2.49 - - -- --- - I - ---- - ----- - ------ -- I- �- ---r 1 - - - - - —} — —{ --------- ---- --- ---- ---- - — 870 870 \ w K = 80.33 M 1 200.00 VC 0 oo(° _ w \ co r`M r` o°�i ci� - \ ^^O -_ - \ �Mppppo0 1 v c0 o P STA = 351+65 - 00»> - - - I ft 7 W(n 3 rN P ELEV = 849.02 - - - --- - --------� - -- A.D. = 3.32 865 -- - ---- -- Oo t -- ---- -- - fi--- - - K - 30.10 - -- - -- --- - - - - -- - --- - 865 -- - -- - SPL. "V" DITCH T 0j CO 00 o - -- -- 100.00' VC �-- �X J. HI V,11 -- - 04 .- I, 40 (n(n�w(n3 -- R Ift ° T. _L + ci + rn - --- --- 210 �F 862.80 00 00 +60 `3389, L X' �EIG j (ri cri 860 ---- - - - -- - -_ - - - 861.79 I t_1 +LL I._! _ - - - -, -i-- -a>a - - --- -- ----------- - - -- --- ---I'- - - - � - --- ------ --- -- -- i - -- 860 STA. 45+50 32.0 I LT o � .RCP RIM. 870.04 % � � 21 r- " E INV. 861.22 - jp�. v - PROFILE GRADE ��, 1 S INV. 865.48 �' � � I o ►� o0 0 �» +o�� co INV. 861.22 - 3 3 0 A = '�✓! --- __ .d_n,�0c).00 o °r<r-- `� - - _ _ �b \ 0O>Z> +��0000 O �pM LL J O) - °� (nl!�(n(3� �O�OjZZ �t1)�co 00� -- - - 855 - -- - - - - - -- -- -----±--------- - _ _ - - ---- =-- ---_ - - - - z �--- - - - ------- -� --�- - ----- - -----_--- 855 JA __ ¢ � � Ntn�ZZN --- II -- FT T.C. 8�Z.92- PROPOSED SAN. (BY OTHER ) INV. il� 838.85± - - �- 3 EXISTING GRADE -- - - - _ _ EXIS NG GRADE - Y PROPOS D SAN. --- -- ---- ----= -- � ! _____ _ �,, r. _ - (B S) I i 850 - - --- -- - - - ---- - - - -- - _ ----- -- ---- - --- ---- --- - -- -- _ 850 (BY THEIRS) 21"R 6 - CPI I 3 � -- �_ _ l - r - I _ 0.81 T — 21*RCP END INCIDENTAL CONSTRUCTION STA. 351+77.3 A136 I 2 " RCP (I' ELEV. 849.25 s45 — � ! I EN CONSTRUCTION � --- - - -- - ------ --- - ---- - - - --- 845 %4" Ksl ' OTHFRs J 351 63.42 A 3E ELEV 849.47 I i 00 .� �n (a r` r� co rn o 1 O .- cV r\ O O M M c0 cD 00i M � c0 O O ca N ^ O O N n c0 C" c�0 0O cOD cp co M c�D Oi �C 11� c0 sl CV O Qj O� O O� O tp 00 tp t� [O ca u) LC) 117 � U-) LC) �co o0 00 O oO 00 0o 00 00 00 00 00 00100 00 ad CO CO co 00 00 00 00 00 00 00 00 I I 346+00 347+00 348+00 349+00 350+00 351+00 352+00 353+00 354+00 ��\11 I I!11 � HORIZONTAL SCALE BRIDGE FILE Historic For,, Harrison ��,P C- De, RECOMMENDED �� 1"=30' 8901 Oti6 ,Avenje ��' �o� �o FF� FOR APPROVAL _ y _. 2 Z 7 VERTICAL SCALE DESIGNATION _176+ fndianapolls, lnalaua = No. = DESIGN ENGINEER ATE 1"=3' 46216-1'037 - -3 10100226 o _ZZ SURVEY BOOK SHEETS 1 866-9"73-'7100 �� STATE °F 4,�� DESIGNED: SSB DRAWN: SSB 36th STREET man 317-826 // /ONAL E�G�\�� -- .--- ----- -- -- 12 of 44 /0011l110\�� CHECKED: ACD CHECKED: ACD PLAN & PROFILE- LINE A136 CONTRACT PROJECT \ �\ 309+00 LLj 302+00 303+00 304+00 305+0 CR\ 306+00 30 +00 308+00 BEGIN CONSTRUCTION STA. 303+041.14\1 \ \\ \\ N \ / \ A136 x ' � I' �I CONSTRUCTION LIMITS ' \ OSF I' ' \ V� A\ '"'—°=� - � —� --- �°—— t _ t� - - -- LLJ -- - - - UNE A136 & SECTION UNE i Q I LIMITS \ CD DP CD CONSTRUCTION \ `\\` \ �, \ r/ SF \ \ CONSTRUCTION \ LIMITS >\ 40 TONS CLASS 1 ,- ;) s- RIPRAP & 54 \ �� U-1 Q`� �c\ SYS GEO.EXTI LE \ 90\ FABRIC REQ D \ \ \ �'� 316+00 310+00 311 +00 312+00 313+00 314+00 315+00 317+00 318+ 0 w X C3J � , ` W W P CONSTRUCTION LIMITS DP SFr 1 --.-------------------- ------_.--------------------_--------- -- mmm _��L�L ------ - LLJ LLJ --- -- --- - ----- -- — -- -- --------------------------- -------------- Z - ----------------- - __- ---_-- --- ----- -- -- -- -- -- --_-_ - - ---- 136th STREET �7UNE `A136° & SECTION UNE ------ ---- -_- DT _--- (- ............... ---- --- ------ ---------- -- --------- ---- ------------------- ------ ---------- ------ - ---- - : CONSTRUCTION LIMITS -- 'O CiJ c ' X w w X w CL I LEGEND SUMMARY ��111111///�� HORIZONTAL SCALE BRIDGE FILE P TEMPORARY DITCH INLET PROTECTION Historic Fort Harrison �� `.P 0 De, RECOMMENDED RECOMMENDED /,) CITY O�j �'� 1°=30' 12 EACH ��w �,cisrEr FF5 FOR APPROVAL �(/ n7 VERTICAL SCALE DESIGNATION 8901 Otis Avenue Q TEMPORARY SILT FENCE 2940 LFT Indianapolis, Indiana _ No. un SIGN ENGINEER DATE N/A 46216-1037 10 ;-� T SATE OF © TEMPORARY CHECK DAM, STRAW BALES 40 LIFT 1--866-973-7100 �� ,NanwP \��\ DESIGNED: BAB _ DRAWN: BAB 136th STREET SURVEY BOOK 13 of 44 317-826-1100 ��i/ �G��\\ CHECKED: ACD CHECKED: ACD POLLUTION PREVENT10N PLAN CI TEMPORARY CURB INLET PROTECTION 7 EACH �� 0^IA�� STORMWATER POLLU 0 CONTRACT PROJECT /llll lll�� - _-_ -- 06-07 319+00 320+00 321 +00 322+00 U 323+00 324+00 �;' 00 I� 3^6+00 327+00 x x �x �, II 7-1 w II Ij CD rc qa DP --- DP CONSTRUCTION LIMITS DP �� --- _ YYY i — _ _ _ _ ————————————— ---------------- _--J ----- ---- --- --- --- - -------- ---- -- - - -- - - - --- ----- -- - - - --- — -- -- --- — — — ---- - -- - -- -- ----------- ------------- ----- ----- - -- ---- ----- ----- -- ------- ---- ------ - -- - -- -- - - -- - - --- - -- _ — --- - -- - --- - - - �1 ----- - - -- -- - -UNE - -- - -- - - - ------ --— -- -- — - — - - —-- -- - — -- 136th STREET ck SECTION UNE a --- - --- - - _ _ -- �T CD ! -..� SF A CONSTRUCTION LIMITS CD x w �,r�� QI -- - -- -� w CL l � Q it j l `0 x � LLJ V) N 328+00 329+00 330+00 331 +00 332+00 333+00 334+00 335+00 336+00 cn V) I I I ' x x w w Q c- CONSTRUCTION LIMITS Q �\ Ij I DP SF ` II , CIDP --------_ _-------- ---- - — ---- ------- ------ --------- ----------- ---- --- - ----- ---------- ----- - --—----- --- -- W — = N --_ M ---------- - --- ----- --------- ----- --- ---- - - — — ----- - -------- -- -— — — -- -_-- -- --- -- - -- _- C_I CI UN E "A13-6" SECTION CI 136th STREET — --- - 337+00 338+00 339+00 340+00 341 +00 1 342+00 343+00 344+00 345+00 � , Ilo c cn X II LX W X I W I� jl i CL �'¢ SF � _ CONSTRUCTION LIMITS -- / 'i �'------ ------- -- ----- -- -- ------------ --� --- L-- ----- ----- -_ — w - - -- ,V,/ -- - w -- --- w - ---- '� --- - - 136th STREET -- -- - - - - - --- ---- -- -- -- -- -- L__ - -__ _ _ -__-_ _--_-- =.---1-- -- Wr— -- -- - -- - _ :3 _ -- » CI UNE Al 36» - -== - - -- -- -- - -- --- - ---- - - -- & SECTION UNE -- - --_ -- ---___ _ � _ - _ _- -- --- -ter�. i�- - -rrr-ri•�-aw -- ---- - % -- - '� - - \ � -ate_�� ■�_ �.ter-��7� fir- -as I, Y �� ' I j67 CONSTRUCTION LIMITS \` I --- SF �, LI , SF DIP can x i w w w w x x i� w w LL, w x a- 346+00 347+00 348+00 349+00 350+00 351 +00 352+00 ad cn w X X W W w W W W W c I a� I Q Q cl- I! I CONSTRUCTION LIMITS i SF -�--- s0/� ut L-- --- --- --- — -- -- - -- - - - ---- - --- --- -- 136th STREET ---- ---------------- w � i ___________ _-- ------------- -------- ---- ------------ -=•r---------------- =-------- - CONSTRUCTION LIMITS SF END CONSTRUC110N SF STA. 351+63.42 nA136 NOTE: SEE SHEET 13 FOR LEGEND �� HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ��,P OF /�j� RECOMMENDED 8901 Otis Avenue ��' �� FF% FOR APPROVAL -� Z D7 t ®F C 1 =30 -- - - VERTICAL SCALE DESIGNATION indianapo]is, Indiana _ No. `n 7::: SIGN ENGINEER DATE N A 46216-1031 = 10100226 c • 1 -866 973 7100 ;nor srA� of �,4"\ DESIGNED: BAB DRAWN: BAB 36th STREET SURVEY BOOK SHEETS -- - - -- �d� 317-826-7100 �X�� / NaANP�G�?\�� 15 of 44 //�� Qll^'IAjI� \\\ ACID — CHECKED: ACD STORMWATER POLLUTION PREVENTION PLAN CONTRACT PROJECT 06-07 STORMWATER POLLUTION PREVENTION INDEX SOILS LEGEND & DESCRIPTIONS Al This Sheet Br — Brookston Silty Clay Loam A2 N/A A3 Project consists of replacing existing 136th Street roadway with a new boulevard, and Soil Description and Characteristics: replacing bridge over Williams Creek. The main soil features that adversely affect engineering A4 Sheet 1 uses of this soil are a seasonal high water table, high • potential frost action, moderate shrink—swell potential Sections 23 & 26 T18N R3E Clay Township. •, a, > and moderate permeability. This soil has severe r Latitude 39 59 06 limitations for building sites. The site needs to be . . , , � ,y T •- � .7 <- r.- ,� Longitude 86 09 49 artificially drained and protected from flooding. The soil y, 1 .. i y , ' A6 Sheets 7-12 A7 0512020 1090060 05120201090030 has sever limitations for local roads and streets. , : , •. ...,.,: . .. t: - . •:: � ; , �'�;:__ , _ �. Installation of drainage ditches aeon roads helps to Cr for Construction in a Floodwa has been obtained from the A8 A Certificate o Approval o Y lower h r table n prevent d ma e from frost . . . owe the Ovate ab e a d a o - 1_ DNR Application FW 22988 for the Williams Creek Crossing. DNR Construction in a PP # 9 + action. The base material for roads and streets should � = - .:.,a :• - � �,^ `� �4, }; . ,._•r rA : -i- permit Is not required for the Little Cool Creek Crossing since upstream �, �.' _,: T FloodwaY P q 9 P e be replaced or stren thened with suitable material. , T 9 , • watershed area is less than 1 sq. mi. (DNR concurrence received 5/10/04). IDEM 401/404 application in progress. _ ' / PP P 9 CrA Crosby silt loam Cool Creek via storm sewers. �� A9 Williams Creek and Little • -e II n rin mill Crossing pond. �- A10 Williams Creek, Little Cool Creek, Parks at Springml pond, Sp g 9 P Soil Description and Characteristics: CrA GrA 4 a Cool Creek. engineering A11 Williams Creek and Little C The main soil features that adverse) affect Al2 None known uses of this soil are a seasonal high water table, high Project is located m a 100 . flood lam as scaled from FIRM ma No. 18057CO207F A13 0� yr. p P potential frost action, moderate shrink—swell potential 19 03. ions : dated 2/ / and slow permeability. This soil has severe limitations 4711.: N-41.F' n post runoff for this municl alit owned Infrastructure A14 Pre—construction and p p y for building sites. The site needs to be artificially s . 5. IIwmB2 CrA improvement project has not been determined. Cr'A p p drained to prevent wetness from becoming a problem. b z A15 Land use adjacent to the project and upstream watershed is single—family residential The soil has sever limitations for local roads and ' t k and commercial. streets. Installation of drainage ditches along roads � CrAf' � A16 Sheets 7-12 helps to lower the water table and prevent damage �` A17 Adjacent vegetative cover consists of grass, shrub, and trees. from frost action. The base material for roads and x : } . A18 This Sheet streets should be replaced or strengthened with suitable Mm B2 CrA , � � E•; • � , A19 Sheets 7-12 material A20 No offsite activities are planned. m , A21 No stockpile, borrow, or disposal areas are planned. A ' Sheets 7-12 MmB2 — Miami Silt Loam i aqi A22 CrA CrA {Sh CrA A23 Sheets 7-12 CrAE; Soil Description and Characteristics: U N r 131 Sedime n t p articles oils h d The main soil features that adve rs ely affect engineering raulic fluids fuel g rease soled wastes and concrete washout. f _. ..., ., •, . _J 132 This Sheet uses of this soil are moderate potential frost action, B3 Contractor shall provide location of Temporary Construction entrances in the Erosion mB2 e r f t p p y moderately slow permeability, moderate shrink—swell � - 2 ' � � •=" -��°• ��=�'-�� °_ �•- -- �"°• Control Submittal. Construction detail is on this sheet. Specification is provided in potential, and low strength. In addition, erosion is a SOILS MAP Technical Specifications. hazard during construction. 134 Sheets 13-15 show the proposed measures. Indiana Department of Transportation NOT TO SCALE PROJECT LO C A TI 0 N (INDOT) Standard Specifications and Standard Drawings, and Technical Specifications Sh — Shoals Silt Loam provide the corresponding specifications and details. 65 Sheets 13-15 show the proposed measures. INDOT Standard Specifications and Drawings, Soil Description and Characteristics: and Technical Specifications provide the corresponding specifications and details. The main soil features that adversely affect engineering B6 Sheets 13-15 show the proposed measures. INDOT Standard Specifications and Drawings, uses of this soil are a seasonal high water table and and Technical Specifications provide the corresponding specifications and details. high potential frost action. In addition, this soil is B7 N/A subject to frequent flooding. Low strength is a severe 68 Sheets 7-12 show the proposed measures. INDOT Standard Specifications and Drawings, limitation to the use of this soil for local roads and and Technical Specifications provide the corresponding specifications and details. streeets. The base material for roads and streets B9 N/A needs to be strengthened with suitable material. B10 Sheets 13-15 show the proposed measures. INDOT Standard Specifications and Drawings, and Technical Specifications provide the corresponding specifications and details. SIGN TO INDICATE THE Bl l INDOT Standard Specifications and Technical Specifications provide detailed specifications. Recommendations and methods to overcome soil CONCRETE WASHOUT AREA B12 Sheets 7-12 provide the permanent stabilization method, This sheet provides sequence, limitations: and INDOT Standard Specifications and Technical Specifications provide detailed specifications. Limitations for local roads and streets because of seasonal high water table, high potential frost action, BERM AROUND PERIMETER B13 Contractor shall provide material handling and spill prevention plan. 9 9 P 12° 12 MIN B14 INDOT Standard Specifications and Technical Srecifications provide monitoring and and low strength can be overcome by the use of curb -7 maintenance t i i uidelines. underdrans, compaction to density and moisture g GROUND SURFACE O B15 N/A requirements, sub—base removal and replacement, or 2'-0° MIN - chemical soil modification. Swales which sever the ° surface drainage can also help. Refer to the drawings, COMPACTED EMBANKMENT Cl Expected pollutants generated by this project are sediment; oil, fuel, and other vehicular g p• g MATERIAL TYP. 3,1 OR OTTER •o ° pollutants; and trash. INDOT Standard Specifications, and Technical SIDE SLOPES Specifications for specific information related to the C2 This Sheet 15'x15' MIN OR PUBLIC ROAD proposed infrastructure improvements on this site. AS REQUIRED TO CONTAIN 50- (MIN C3 The storm sewer provides catch basin structures prior to all connections to the storm °- °- - °• ° °•°•o- WASTE CONCRETE ° o ° o.°°o.o°o.° O• sewer mainline and °6° /or outlet to minimize pollutants reaching the storm sewer mainline °- °°°'°°°•°- °• o 'O e0'O.O•O-O'O.O.O o°O•o°O•o O•°°O•o°O•p°O•o°O•° Williams Creek and Little Cool Creek. Riprap is provided at each end of the large box °°•°°°•°•°•° °°°'°°°.°°°'°°°•°° culvert to minimize scour erosion. ° °•°-°•°• : NOTES °.° o.o•°•°°°.o °.° °.°°°. °.°°°.° °.° •e°O.O°O. °0•°°o.o°Oe°°O•o° •°°O.o°O•°°O•o C4 Sheets 7-12 show post construction stormwater quality measures. INDOT Standard ° °- °• °•°• °•°•G'° ° 0 0 0 0 0 S ecifications and Standard Drawings provide the corresponding s ecifications and details. ° '�:, °�ovo�o:ov000:o:e�o�e p g p p g P 1. Concrete washout area shall be installed prior to any concrete placement on site. C5 The City of Carmel Street Department will maintain the storm sewer system. The Street ° ° °•°'° ° ° Departments operation and maintenance plan includes cleaning/inspection of storm 2. Signs shall be placed at the construction entrance, at the washout area, and 6" (MIN) `' :•.°`�•�'��°�-°°°° sewer twice per year and street sweeping approximately once every two weeks. elsewhere as necessary to clearly indicate the location of the concrete washout °::;. ° °°•° ° area to operators of concrete trucks and pump rigs. STONE, NO. 2 :: ; ' 12' (MIN) 3. The concrete washout area shall be repaired and enlarged or cleaned out as P 9 GEOTEXTILE FABRIC TO STABILIZE STORMWATER POLLUTION PREVENTION necessary to maintain capacity for wasted concrete. FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) 4. At the end of construction, all concrete shall be removed from the site and 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. and mulched or otherwise stabilized in a manner approved by the inspector. ENTRANCE DETAIL 3. Install silt fence as shown on drawings. 4. Clear Right—of—Way as required. NOT TO SCALE 5. Install mainline storm sewer along south side of 136th Street. 6. Temporarily seed all disturbed areas within 5-7 days after backfilling trench. 7. Remove existing pavement, install temporary construction entrances, and construct CONCRETE WASHOUT DETAIL remainder of project, including storm sewer and pavement. Install curb inlet protection NOT TO SCALE with new inlets. 8. Stabilize all disturbed areas with sod. 9. Remove erosion control and sediment control devices after permanent vegetation has been established. \\\�\\\PIIIII/�///�/ HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison � �\, C• RECOMMENDED �� Z ( D7 �ii �� 1"=30' 8901 Otis Avenue ? ��I � FF FOR APPROVAL _ VERTICAL SCALE DESIGNATION Indianapolis, Indiana = No. RWSIGN ENGINEER A N/A 46216--1037 10100226 SWITf = SURVEY BOOK SHEETS NJ AML 11110 1-866-973- 7100 <v DESIGNED:--BAB DRAWN: BAB 136th STREET 317-826-7100 - — --- 16 of 44 A11�\��\ CHECKED:—ACD CHECKED: ACD _ __ STORMWATER POLLUTION PREVENTION PLAN CONTRACT R 07 T 319+00 320+00 321 +00 322+00 325+00 5? m 45 _00 20' (TIT' ) 32' (TYP.) 37 46 47 47 -7 4-- WIN 136 STREET 136th STREET 37 136th-STREET 136th STREET 00 a47 TYPICAL PAVEMENT MARKINGS FOR LEFT TURN LANE 45 cn PAVEMENT MARKINGS FOR 136th ST. AND VERSAILLES DR. PAVEMENT MARKINGS FOR 136th ST. AND SPRING MILL BLVD. 331 +00 332+00 340+00 341 +00 342+00 343+00 349+00 g o � cn F5 P45 45 ME a(30 0 00 Ln t, + OF------------ 1 136th STREET 36th STREET 136th STREET D46 '/ 47 --- co 47 3--------------— 4 45 5 F= PAVEMENT MARKINGS FOR 136th ST. PAVEMENT MARKINGS FOR 136th ST. PAVEMENT MARKINGS FOR 136th ST. AND MEMORY LANE AND THI STLEWOOD ICON TINEN TAL WAY AND VILLAGE DR.IBENTLEY WAY SUMMARY- -LEGEND 9 EACH 37 PAVEMENT MESSAGE MARKING, THEROMPLASTIC, WORD (ONLY) 9 EACH 37 PAVEMENT MESSAGE MARKING, THERMOPLASTIC, DIRECTIONAL ARROW 99 LFT 38 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK, WHITE, 24" 129 LFT 45 TRANSVERSE MARKING, THERMOPLASTIC, WHITE, 24 IN., STOP BAR 857 LFT 46 LINE, THERMOPLASTIC, SOLID, WHITE, 4" 722 LFT 47 TRANSVERSE MARKING, THERMOPLASTIC, CROS-3)WALK, WHITE, 6" ,ow11111/w/ HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison 0. RECOMMENDED C OF CARMEL 1"=30' rrY 8901 Otis Avenue *PSTE% FOR APPROVAL VERTICAL SCALE DESIGNATION Z-. 'Z 0 -- Indianapolis, Indiana No. /qESIG EWGINTEER'� q!TOE N/A 7� 1 A 46216-1037 E -0 10100226 0 :F .10 STATE OF 44/ SURVEY BOOK SHEETS ...- 4(� IQ I- 866--973-7tOO DESIGNED: BAB DRAW BAB 17 of T4 136th STREET 31-(-- B216-7100 CONTRACT PROJECT CHECKED: ACD CHECKED:- ACD PAVEMENT MARKINGS 06-07 STRUCTURE DATA LOCATION FLOW LINE w w - - ---I----- z _ o z w MANHOLE, INLET w o _� �`' m ° F= z o Q w > t- g Q w _ v F- m SIZE CATCH BASIN, OR o w o UP DOWN RIM LL- v Y F- x w STATION OFFSET SPECIALTY Z Y '0 = v w _j �`' 1i1 0 z STREAM STREAM v ; � a o o w REMARKS z z STRUCTURE >¢ m m �w w a cn o 0 inch If deg ft ELEV. ELEV. -- ELEV- -- - yd _ ton - ± -ton -yd Q_ --._._ ------- --±----- 3 2 __. MANHOLE J-4 47 1 863.77 863.50 874.48 1 55 1 CONCRETE END SECTION REQ'D -_. .-- -- - r--- - -------- - _. f -__._-_ --- --------- ----. __-_.--- -�- -- - --- -- --. ,----- _- __ _. ---- -----i--- -r-------- -- - - ---- -Y_ _ ------ ---._.. -_- - __ + I 9A 305+66 RT�- _ __ EXIST. SAN. MANHOLE -- - - - ---------- - ----- ----- - - -I - - --- RECONSTRUCT 6' OF MH AND _ ADJUST CASTING TO GRADE 9B 306+50 RT FIELD DETERMINE 9A RELOCATE EXIST. SAN. FORCE MAIN 2 CTS I SAN. FORCE MAIN 156 ----- 1 POLY ! - - - - - -_ - _. 10 I 307+50 LT 12 RCP INLET J-10 50 868.52 868.02 -871.93 1 15 11 -- -------- ------------------ 11 - 307+50 RT - RCP ;CATCH BASIN K-10 - 13- -- 868.02 867.96 871.93 1 4 - - - 12 12 307+50 RT 48 RCP MANHOLE L-4 52 863.10 863.00 870.84 1 69 _ 1 CONCRETE END SECTION REQ'D --- ---- ----- _ - - I- --_ - --I - - ----- - _ MODIFIED - - - 42 RCP MANHOLE L-4 MODIFIED 68 864.00 863.86 870.32 1 77 _1 13 308+54 LT �� I I ! 14 DEPTH, CONNECT TO EXIST. PIPE _ 14 -- - 308+54 - RT 48 RCP MANHOLE L-4 MODIFIED - 104 --- -- - 863.41 863.20 870.05 1 168 - - -- 12 MODIFIED DEPTH - --- --- - I -_ - - -- - -- -- (MODIFIED - ---- -- - ---- -- I - - - - - -- -- --- - -- -- - -- -- -- - ---- 15 308+60 RT RCP INLET E-7 9 866.77 866.68 868.60 1 3 �- -- ---- --�- - -- 14 _ - � -- _ - - - �-50 -. -- --- - - ' 865.52 i 865.27 ...._868.54 r 1 '� _ 12 !; -- - - _ _ _ - ------ ------- -- -- -- --__- 16 ` 309+51 LT 12 I RCP INLET M-10 MODIFIED - - . . I 17 MODIFIED DEPTH f , , 17 309+81 - RT 15 RCP CATCH BASIN K-10 10 865.27 865.22 868.54 1 1 4 - - 18 I - - 24 RCP MANHOLE _C-4 -- - 127-- -- --863.89 863.51 869.19 - 1 --103 j-- - - -- __ --- --- -- --- 18 309+$1 RT } { -- - - - - 14 -- - - --- --- - - ---- 19 309+91 I LT 12 RCP INLET C-15 MODIFIED 10 j 865.57 }- 865.52 1 868.53 1 1 3 f 16 MODIFIED DEPTH 20 309+91 RT 12 RCP _1 INLET C-15 (MODIFIED - 10 - - 865.57 865.52 868.53 1 - 3 - --- 17 MODIFIED DEPTH - - ---- --- -- --- - ----------- - - --- 21 - ' 310+01 } LT 12 RCP INLET J-10 MODIFIED 10 865.62 865.57 868.53 1 3 T 19 MODIFIED DEPTH - --� - --- - - r - - --- ----- --- J- 22 --- - - -- - --- - - - r - - - --` r--- -- -- -- - - --- --- -- - -- -.- - -- - 3 �----- -- - ---- - - -- (MODIFIED) - - ---- - - 310+01 RT 12 RCP I INLET J-10 MODIFIED 10 865.62 865.57 868.53 1 � 20 MODIFIED DEPTH 4 --- - 23 311+7j LT -1 12 RCP INLET J-10_(MODIFIED) 50 867.02 I 866.77 869.93 t 1- 11 f 24 MODIFIED DEPTH 24 311+75 RT 12 RCP CATCH BASIN K-10 10 866.77 866.72 869.93 1 4 25 _ - ----311+75 RT 24 RCP MANHOLE 194 864.57-- T 863.99 870.581 14 18 t 5 -- - 26 313+50 LT 12 RCP INLET J-10 MODIFIES 50 �_869.27 ;_ 869.02 _871.68 � 1 8 �- � X27 � MODIFIED DEPTH ------ ------ 26A 313+23 LT EXIST. MANHOLE t RECONSTRUCT 1' OF MH AND _ - ADJUST CASTING TO GRADE 26B 314+61 t LT EXIST. MANHOLE CASTING TO GRADE - ------ -------- - ---------- 27 313+50 RT 12 RCP CATCH BASIN K-10 10 869.02 868.97 871.68 1 3 28 28 313+50 RT 21 RCP MANHOLE C-4 175- �- 865.35 -864.82 1 872.33 1 148 25 29 315+50 LT 12 RCP INLET E-7 -- -- - 18 - - --_ - - --- 870.73 870.64 X872.31 1 4 -__ - - _30 -___-- - -- -- 315+50 LT 12 RCP INLET M-10 MODIFlED)_ _ - 50 __ -870.64 870.3 -873.68 1 t 12 31 MODIFIED DEPTH 31 315+50 RT 12 RCP ; CATCH BASIN K-10 10 870.39 870.34 873.68 1 4 � 32 r --- - 32 315+50 RT 21 RCP i MANHOLE C-4 � 200 867.45 866.85 874.33 1 � 162 ' II � 28 - -- -- -- ---- t f ---� - -- -- 3. - . _ 874.86 - 1- -t -4 - - �-----_ - -- fi ---- --- --- --- -- -------- -- 33 317+50 LT 12 RCP INLET E-7 18 8773.2 28 873.19 34 34 317+50 LT 12 RCP (MODIFIED)----' __ � � I ---t----- - --- - _ -- - - _ r - --- ------ - --- -- INLET M-10 ----- ----- - - - - 875.62 1 _ -- _ _ t 35 MODIFIED DEPTH � 50 ---- 873.19 _872.94 �--- --- �- � --8 � ------1---- -- - - -__-- - - - - --- - - _ - -- r - - t 35 317+50 - RT 12 RCP CATCH BASIN K-10 10 872.94 872.89 875.62 1 3 36T -_ II. ----_ i- 36 317+50 RT 18 RCP MANHOLE C-4 --- -- .55 - +- 87 --- ----1 124 ---- 32 _ _ -_ 200 i 870.55 869.55 876.27 1 I -- -- 874.32 --- 37 319+50 I LT 12 � RCP- INLET E-7- 18 _� 876.34_ � 1_- ! _ 5 38 38 _ 319+50 _-_ _ -1.2_ RCP_ INLET M-10 �_MODIFIED 50 � 874.23 873.98 877.14 F 1 -11 39 MODIFIED DEPTH - - - - -- --- -- t- -- -- - 39 _ 319+50 RT 12 RCP CATCH BASIN K-10 -10___ 873.98 873.93 877.14 1 4 --- -40 j- ---- ---- -- - ---- - -- --- 870.80 1 877.79 _ _ 36 - - -- -- 4 19+5 - R 18 � RCP MANHOLE-_C 4_--___ 200 871.80 � _ �- --- 41 321+09 LT 12 ; RCP INLET E-7 ---__ -- 18_ 875.85 875.76 $77.44 ; 1 _4 ' 42 _- LT - -12 I RCP INLET M-10 (MODIFIED) 50 - ' -_- - -875.76 875.51_878.17 1 8 43 MODIFIED DEPTH _ I 43 321+09 _ RT _ 12 RCP I CATCH BASIN K-_-10 ; 10 _f_ _ 875.51 -875.46 1 3 -___ ! 44 --44 -- - - 321+09 - - - t j _, 878.82- - 1 - 66 --- --40- - - --1 - - --- ---- -- ---- 5.5 7.30 8 -- - - - -- - --- 46 - 45 _ 323+14 LT 12 RCP INLET E-7 30 875.72 87 _ ET 875.58 875.33 879.39 1 17 47 323±00 _ - RT 12 RCP 10 - 875.28 - -- -- - - -- - - - --- i 875.33 - 1 � 5 -- -- --- ---± ---�48 I I 48 RT 12 RCP MANHOLE C-4 875.27 874.32 879.68 1 85 - - _ 44 NOTES: (1) PIPE LENGTHS SHOWN ARE MEASURED CENTER-TO-CENTER OF STRUCTURE. - II 323±00 -_� RT -_ 12 RCP INLET E7 _ 11 876.12 876.03 __--877.70 -1 _ __ ___3_____ _ 48 _ - --- - - ---- (2) RIM ELEVATIONS SHOWN FOR INLETS AND CATCH BASINS ARE AT EDGE OF PAVEMENT. 50 327+40 LT 12 RCP INLET J-10 MODIFIED _- -_ _50- i 875.77 -_ 875.52 878.68 1 11 -+ _ 51 MODIFIED DEPTH -51-T-327+40 RT 12 RCP CATCH BASIN K-10 11 875.52 875.47 878.68 1 4 52 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison �� F,�-P C' �F��ii� RECOMMENDED U� OF C N A 8901 Otis Avenue Q� Oc�� FF�, FOR APPROVAL 2 Z 7 vj� VERTICAL SCALE DESIGNA110N Indianapolis, Indiana _ No. _ ESIGN NGINEER DATE N/A 16216-1037 _-� 10100226 STATE of c� SURVEY BOOK SHEETS 1 -866-973 7100 �NDIANP �� DESIGNED: SSB _ DRAWN: JS 136th STREET 18 of 44 PRIM I 317-826-7100 � ONAL�?5�� CHECKED: ACD CHECKED: ACID CONTRACT PROJECT .1►III� _ -- --- -- DATA TABLES os-o7 STRUCTURE DATA w FLOW TINE _ l J z w - a LOCATION I � w �- � o z of - - - j w MANHOLE INLET, w j �� o ¢ V) Q F- w c� � w SIZE CATCH BASIN, OR o w o UP DOWN RIM � o v Y 1 F- o' w ~ ''' m Z Y Y � � u ww aw wv Zvi REMARKS SPECIALTY LJ � STREAM STREAM Q w' w m w v o cwn 'o o'i w Z STATION OFFSET w J d STRUCTURE > m V) � 0 v - - - -- ;- - a- --- - - ----- - --- _ % Z - -1 -- - - ----- --------------g - - ELEV. ELEV. �_ ELEV. - EA. - -- - I - inch--- -� C If r de ft -Yd_ ton-T ton -Yd - - -- I - - - - - 521 327+40 _ % RT 12 RCP MANHOLE C-4 180 r - 873.90 873.00 879.35 1 97 55 -- --- -- -- 1 INLET FIE 50 874.27 874.02 8 53 LT 77.18 1 11 54 MODIFIED DEPTH _329+20 - �_ _ _ __ 12 RCP I-_J-10 (MODIFIED)D� II --- - _ - - -- - -- �� - - - f 55 -- ---- - 54 329+20 RT 12 RCP CATCH BASIN K-10 11 874.02 873.97 877.18 1 4 55 - 329+20 - RT 15 RCP MANHOLE C-4 144 872.17 877.85 1 76 - - 58 - 872.75 -- - -- - - - -- -- ------- --- -- -- - -- 1 - -- -- - - - - - 57 --- -- - - --- 56 330+64 LT 12 rtCP INLET-J-10 - -- - - 5>D _ __ - 872.57 --872.32 - 875.98 1 r _ 14 -- - - -- - -RT ---- 2 RCP . -- - - - - - - -- - - T - - 57 1 --- -� - - 330+64 - !--- - 1-2- - � -�- CATCH BASIN K-10 _ i 58- _ 330+64--- - -RT --- 18 - RCP MANHOLE C-4 --- - --106 -- _- __ 871.35 876.65 - - 54 I --- _ - - ---- --61 - - 871.67 - -- - - - 50 872.25 872.00 875.16 1 11 60 MODIFIED DEPTH LT - 12 - �RCPT INLET J-10 (_MODIFIED) j 1-- - - --- 59 331+70 - -CATCH BASIN K-10 - 11 872.00 871.95 875.16 1 4 1 - 61 60 331+70 - - RT - -12 RCP - -- - - -- _ - l --- - - -1- - - - - -- --- 61 331+70 - - RT 18 --=-F RCP I MANHOLE C-4 --- 94-� -- - 871.35 -- --871.07 875.82 1 t -47 - ---- - 65 - 1 _ 2 rt { 63 MODIFIED DEPTH 62 332+54 LT - 12 -- RCP INLET J-10 MODIFIED 10 872.50 872.45 874.91 1 -_ -- --_ --- -� - ___-- ---__- --- -� - - - - --- - - 872.45 872.20 87491 1 9 ' 64 MODIFIED DEPTH 63 332+64 - --LT -12-- -RCP INLET C_-15 (MODIFIED 50 _ -- ---- - - �- . - - -_-- - - - - -- -- - --- - - --- - --- - --- ----- - -- F - C-15- - -11 -- ! 872.20 64 332+64 RT 12 RCP CATCH BASIN - 872.12 874.91 - 1 - 3 65 - - - - -__------ --_ -- - - -- - II +- - -- - -- - --- - - - -- - - -_ 870.83 _870.12-- 875.58 1 173 71 -- -- __. - j_ - 65 332+64 RT 21 RCP MANHOLE C 4 236 I - - - - --- ----- - - r -- l _ --- -- --- - -- 66 f LT 12 RCP INLET J-10 MODIFIED 10 872.51 872.46 874.92 1 2 63 MODIFIED DEPTH 332+74 i _ � - _ - --- --�_ ) - _ , - - _ _ - --�- - -- � - �-- -- ---_--- --- --- -- --- - -- -- 67 332+74 RT 12 RCP INLET B-15 MODIFIED 10 872.01 871.96 874.92 1 3 64 MODIFIED DEPTH s _� -- ----- -t - - -- - --- -- ---- -1 --68_T -- 335+00 - - LT--- - -----1? RCP INLET E-7 ---- 22_ - -- 873.03 872.81 874.69 - - 1 - - 6 - - ----� - -- -69- t f -- - - = t -- 335+DO LT--- - _ 1-- -- -- - ---- - -- --- --- -70 - - - - -- i RCP INLET C-15 50 872.81 872.31 876.22 � 1 15 - - 70 - 335+00 _ RT 12 RCP CATCH BASIN C 1-5- - 11 872.31 872.25 1 876.2.2 2 t-1 5 -- - 71 71 5+00 - � _ 21 - -_� RCP _-MANHOLE C-4 -__ 400 870.12 868.2 876.88 1 375 74 33 I` f-- �- 72 339+00 LT 12 RCP INLET J-10 - _ -_-- ---_5a__---_-____----- _-- 873.65 - 873.15 --877.06 -1 15 -- --- f - -- - - - 73 - 73 _ 339+00_ RT 12 RCP -CATCH BASIN K-10 -- - - 11 - -- 873.15 873.09 1--877.06 1 4__ 74 74 339+00 RT - 21- -RCP- MANHOLE C-4 ---- - -- - 240- - - - -- 868.92 - 868.20 - 875.95 1 -1 - 221 ---- -- - ------- - - 77� - - ---- ---- _ - + - , - -- 0 INLET J-10 (MODIFIED 112- _ 872.81 872.25 875.72 7-MODIFIED DEPTH -- 75 340+50 LT 12 RCP - - - � 871.87 871.82 874.92 1 � --- -- _ - --- --- --- I - ---�- i 3 + --- �- - 77 ----- - -- m - -- - 76 _ 341+40 RT 12 RCP CATCH BASIN K 10 11 m _ - - --- - - --- A - ---- ---- - -- - - 83A cr 77 341+40 RT 2i - RCP MANHOLE C-4 138 868.20 867.75 874.78 1 113 - s - - > --- - -- -� - -- - --- - __. _ -� - 76 t MODIFIED DEPTH '�dATER 78 341+62 LT -- -12 - r�CP INLET C-1�MODIFIED� 55- -- - _ 872.25 871.87 874.72 1 12 _ T- fi t I 32 871.49 - -- W - -- - 79 341+92 LT 12 RCP�INLET B-15 MODIFIED _ 871.18 873.90 1 6-- 1 80 MODIFIED DEPTH __-_ _ 6" 2'-6„ 6" ATER I� -- { - - - - - - - ---- 80 342+24 - LT - - -12 RCP INLET C-15 57 871.18 870.61 873.91 1 16 - - 83 _ c° C° CV 81 342+68 _LT 12 i�CP CATCH BASIN K-10 13 870.36 870.24 873.77 '' 5 - 83 - - -- - - -- ---- -- --- --- - - - --- 6„ 2° 6„ 6„0. 6„ 3'-10„ 6 - -- -� - -1 -- ---- ---- --- - -- -- B - - -- - - -� - - - - - t - -- - - - --- f 82 342+68 RT 12 RAP ' CATCH BASIN K-10 15 870.04 869.90 873.77- - 1 - 6 - 83A I -- - _- - - - - - - - --- - -- - - _ _ PLAN 83 � 342+78 LT 21 1 RCP MANHOLE C-4 272 863 94 861.22 874.10-� 1 390 84 r _ - 83A �'_ 342+78 - �_ RT ----21 - RCP MANHOLE C-4 68 X864.28 863.94 873.95 1 -L - 101 f 83 _ -- - ---- - - - -- SECTION A-A SECTION B-B -- - - -- -- 84 345+50 I T 21 RCP MANHOLE C-4 210 861.22 857.76 870.04 1 202 L 87 85 _ 345+50 LT 12 RCP CATCH BASIN K-10 7 865.55 865.48 869.46 1 4 �- 84 f _ CATCH BASIL TYPE 86 345+50 RT 12 RCP INLET J-10 - - I- 50 - 866.05 865.55 869.46 1 19 _ .8 __-- -- -- NOT TO SCALE 87 347+60 LT ! 21 _ RCP MANHOLE C-4 100 857.76 854.46 863.00 1 64 Y I - -- _ 89 - --� --- r - -- -- -- - _ - - -- - --- -s7 -- - - - 88 - - 347+60 - -- RT 12 RCP INLET E-7 74 859.79 859.38 861.79 1 19 +- - --1 - _ _ -- -- 89 348+60 LT 21 RCP MANHOLE C-4 250 854.46 L_846.21 859.58 1 149 - 94 90 348+60 LT 12 RCP CATCH BASIN C-15- { -- 4 _L_ - 855.11 855.07- 859.02 1 2 -{---- -89-� 91 348+60 RT - 12 - RCP INLET B-15 _ 50 855.61 855.11 1 859.02 1-- 19 - 90 - - - -- - 91A 348+93 RT _j EXIST. SAN. MANHOLE ADJUST-CASTING TO GRADE 92 t 351+01 - LT 12 RCP CATCH BASIN K 1 Q 10 847.56 847.47 $50.97 1 _ 94 93 350+98 -- RT 12 RGP CATCH BASIN K-10 15 847.56 847.41 850.97 1 6 { i - -- - _ __95 - - _- - -__ _--__ NOTES: (1) PIPE LENGTHS SHOWN ARE MEASURED CENTER-TO-CENTER OF STRUCTJRE. _ 2 RIM ELEVATIONS SHOWN FOR INLETS AND CATCH BASINS ARE AT EDGE OF PAVEMENT. 94 351+10 LT 21 RCP MANHOLE K-4 (MODIFIED 63 846.21 845.70 851.08 1_ 41 } 95 MODIFIED DEPTH _ 1 RCP _- ---- ' _ - - -- -- - - - -- ---- - ---- - -- 95 351+10 _- - RT -- 2 ---- MANHOLE C-4 _ 62 --� - - -845.70 845.33 f 851.2Q 1 37 -- --- - - 96 _ 96 351+70 ± RTXIST. MANHOLE - - -- __ ---- CORE INTO EXIST. STRUCTURE -- HORIZONTAL SCALE BRIDGE FILE i N A �� ,P C. OF ��i� RECOMMENDED t �� C Historic ort Harrison \� v3 ksr� �r�% FOR APPROVAL VERTICAL SCALE DESIGNATION 8901 Otis Avenue Q �' �O F� Indianapolis, Ind-arla _ N0 = ESIGN E GiN R D TE N A 10100226 SURVEY BOOK SHEETS 46,16-1037 �� srAM 4, 1 E366-973 -7100 �o� �NDfANP ?1"� DESIGNED: SSB DRAWN: JS -_ 36th STREET 19 of 44 317 -8ti6 7100 ��ii�/` '/0NAL E�G��\\ CHECKED: ACD CHECKED: ACD DATA TABLES CONTRACT PROJECT SIGN TABLE UNDERDRAIN TABLE LONGITUDINAL DRAINS OUTLET PIPES POST T------I- - - -3333-- - _ __3333-- 3333-�--- - � SIGN, U CHANNEL __ --------- a �-- - G 0 ORNAMENTAL SIGN 0 Z w ASSEMBLY SHEET SIGN, r SQUARE o s a. ►- ry j zz EXISTING LOCATION PROPOSED LOCATION COMPLETE RELOCATION REMOVE NO.- -TYPE "A" TOTAL o Of cr-o a w w --- STATION OFFSET STATION OFFSET EACH EACH EACH EACH FT. FT. DESCRIPTION LOCATION w w w C' D 0 j z 0- z REMARKS ¢ Z UJ Z '� 0- ~ n 0 0 00 MEDIAN 3333-- - +- - �--3333-- - -----3333-- - -- - �- --- --- ----- 3333-_ _�, -- _ - 303+ 0 RT 1 AN . - � --STATION TO STA - 3333- - 3333-- -d' -- _ a TION 3333---3333-- --- -- 3333 - - --- -- - -- -- - -- - --- - ft ft each each y d 320+73 37 RT 320+67 _______- - 45 RT 1 1 13 - 13 -- - - STOP 3333- - - --- -- -- -- - - - - - -- -- - -- _ 305+51 LT 3 --- -- -;- --�- -� 3333-- --�- --- 3333 -- LT 252 20 195 CONNECT TO EXIST. UNDERDRAIN 02+99 I 320+73 37 RT 1 STREET SIGN --- --- - -- -- - -7 - _-_ 3333- - 3333- 3333 -_ - - -- -t- _ _ _ 305+51 RT 302+99 RT fi 252 20 196 t t CONNECT TO EXIST. UNDERDRAIN 42 320+70 RT- _ 1 - -- - 3333- -- - - -- - -- - STREET SIGN -- --� �- L - - r----- -- ---- -- -- --- -- _ __ _ - -- - -- ---_- -- - - 33 33---�3333---- - :--- - - --- -- --- _-- - -- ---_- - _ - 306+25 LT 307+50 LT 125 10 98 10 T _ - --, � ---�- 3333- - 323+26 - - -16 LT - 323+26 29 LT - - - - - - - -- 1 13 13 SPEED LIMIT 40 7+ T 309 T ---- -- _ ---- 30 50 L - - ---- +81-L -- 231� - -- ---- ------± - - ' I �_ � - -- r---- -3333-- 323+70 18 LT -- - - - --- - ----- --- - - - : -- 3333- - - - - - ----- --306+60 RT 307+50 RT 90 8 70 - ----- 307+50 RT - - 1 BRIDGE AHEAD - -- -- _ _ - -- -- 3333--_ ___ 3333- - -- _ - - � ---_------- -- -- --- ---- �---_ -_ - -- _: -_ -- - -- - -- _-- -. _ _ -- - —1-- ---� -- � -- , _ -_ _ 309+81 RT _ 1. 231 19 180 I , 17 41 LT 324+56 45 LT 1 1 13 13 STOP SIGN , � � -- 3333— --- — — _ --- —— — - - - - --- - ---L - - - - ---- - - - - -- --- - --- --- 3333- _ _ 324+87 LT 323+00 LT 184 15 144 46 -- 325+34- - 34 LT ---- -----3333'- 3333 - - - - -- -- 1 - --- -I -- -- --- - STREET SIGN 323+00 LT 321+09 LT 191 7 107 ' 42 MODIFIED TRENCH DEPTH OF 12" a — 3333 —---_ . ----_ I __10_____33!33 i 9 L --- - - - --- - --- -- -- 321+09 LT _ ! 319+50 LT 159 106 38 MODIFIED TRENCH DEPTH OF 18 -- _ _-- --- --- -- --� - - - -- -; -- -----3333-- - _- - _ -_--- --- -- -- -- - - 325+30 42 LT 1 1 STREET SIGN -- 3 ___ 8 ' 1 -- - - 3333 ---- -- " - - 319+50_LT_ 17+50 LT 200 . 12 _ 34 MODIFIED TRENCH DEPTH OF 12 - - -_ —._ _--- - _-- --- 3333 ;_ -R � -- --- 3333 -317+50 LT 315+50 LT 200 13 ; 139 30 MODIFIED TRENCH DEPTH OF 19.5' --- -- - - -- - -3333--- _ _ - ' --3333--�- --33 33 -- -- --- -� - - __ -1_- - WATCH - - --- -T - - -- - - 330+93 48 LT 330+92 45 LT 1 1 13 13 STOP SIGN NEIGHBORHOOD WATCH 315+50 LT 313+50 LT 200 8 112 ! I 26 MODIFIED TRENCH DEPTH OF 12 - -- ----- -3333- - --- -- - -- - - - - - - - --- -2333 - - _ - - 313+50 LT - -- 311+75 LT 175 11 117 -- -� 23 MODIFIED TRENCH DEPTH OF 18"- _ ------- ---- 1---- -_ _ _ - - - -+ �- ;I �� 311+75 LT 310+01 LT 174 1 -�- " - 330+93- - - - 48 LT 1 +- - -- - - --- STREET SIGN-- -- 3333- --- - - 11 16 1 21 MODIFIED-TRENCH DEPTH OF 18 -- - --- � -- -- 3333 - -- a--- - - - --- - -- - - -- - --3333- -----; --- -- - - -- - - - RT 323+00 RT +-- -t-- ---� -- ------- -- 3333-- - - 3333 - - - 324+87_ -- - 84 15 144 - -� -- - - 47 -- 331+38 42 LT 1 STREET SIGN 3333 - -- --- - - T --- --- --- --__ 3333- -- ---- -- - I- -- fi - �- - --- 3333 - -- I 3 � 91- - -- - --- - -- - __ - 3 333--333 3-- - 3333-- -- -- 3 333- 323+00 RT 21+09 RT 191 7 107- - -- - -- 43 MODIFIED TRENCH DEPTH OF 12" 331+27 39 RT 331+29 39 RT 1 1 13 13 STOP SI GN -- -�-- 3333 3333--- - - -3333-- - _-- Y - ------- - -- - ! - _- - - - 39 MODIFIED TRENCH DEPTH OF 18" - 3333 33 33--3333 33 33-3333- I --. -� -- - -- - - - 3333 321+09 RT 3,9+50 RT 159 10 106 - -- m9_0 T # 319+50 RT 317+50 RT 200 8 112 35 MODIFIED TRENCH DEPTH OF 12" 3333 _ - - -- 3333 --- - - - - -- - - ! - - - - --- - --- - f -3333-- 331+37 � _ 1 I I STREET SIGN 317+50 RT rt 315+50 RT 1 200 t 13 � 139 � 31 _MODIFIED TRENCH DEPTH OF 19.5" 315+50 RT 1 313+50 RT 200 8 112 27 MODIFIED TRENCH DEPTH OF 12 --- - -- - - - --- - - - } - - - -- --- -- -- --- 3333 --- -- -- --- -- - - - - - - - -- - 3333 �--- - ------ ----- STREET SIGN _ 313+50 RT 311+75 RT 175 11 1 17 _ 24 MODIFIED TRENCH DEPTH OF 18" 330+92 42 RT 1 3333 3333 -- -- r - _ 311+75 RT 310+01 RT 174 11 116 22 MODIFIED TRENCH DEPTH OF 18" _ 13 13 SPEED LIMIT 40 -- 332+02 24 RT 332+02 -- 30 RT _ __ --- --- -Y -- - - - - - -- ___ _-_ -_-- - -_---- - 324+87 LT 327+40 LT 256 15 171 - --- --- - - - 336+40 16 LT 336+40 29 LT 1 1 13 _13 SPEED LIMIT 40 327+40 LT 329+20 LT 180 11 12p - 50 MODIFIED TRENCH DEPTH OF 18" �- 53 MODIFIED TRENCH DEPTH OF 18" 329+20 LT 330+64 LT 144 , 12 11:2 _ 56 --- - -- --- - - -_-- - ---- -- - - 3333----3333- - -- --- 341+90 32 LT 341+89 45 LT 1 1 13 13 STOP SIGN 330+64 LT 331+70 LT 106 - 7 71 _ _- 59 MODIFIED TRENCH DEPTH OF 18" 331+70 LT 332+54 LT 84-t---1 4 47 1 - , -_ 62 MODIFIED TRENCH DEPTH OF 12" - - {3333 - I 341+90 - 32 LT 1 STREET SIGN _- -- -- 324+87 RT 327+40 RT j 256 15 -� 171 51 MODIFIED TRENCH DEPTH OF 18" -- � , 341+$2 42 LT 1 STREET SIGN _ 327+40 RT 329+20 RT 180 1 120 _ X54 _MODIFIED TRENCH DEPTH OF 18 3-3333-- 329+20 RT 330+64 RT 144 12 112 1 57 - 3333 -- 342+27 36 LT 342+27_ 48 LT 1 1 13 - 13 SPEED LIMIT 25 NEIGHBORHOOD WATCH 330+64 RT - 331±70 RT 106 7 71 _ I60 MODIFIED TRENCH DEPTH OF 180 ----___-- --- - -- - -___—_-. _ -- __- - - - -- -__-- - - - - -.__ _-- -_-- -_ - 331+70 RT 332+64 RT 94 4- _53 1 64 MODIFIED TRENCH DEPTH OF 12" -- - -- � - � 1 13 13 � STOP SIGN 342+34 53 RT _ - 342+37 45 RT 1 �_ -- � -1 - _ __-- -- 337+61 LT 335+00 LT 261 21 203 _ 69 - ------------ - --- --- -- - {- --- --- ---3333- -- -- - - -- - 3 333--3333-- - - -- +- - -- 342+34 53 RT STREET SIGN 335+00 LT - 332+74 LT 226 9 126 fi 66 MODIFIED TRENCH DEPTH OF 12" � - ---- -- 342+39 -_ 42 RT - - 1 --�---- ---- - -- - - _-- 3333 - ----- STREET SIGN - 337+61 RT 33500 RT 261 21 203 70� _ ---- — - _ --- -- -- - - - _ _ 335+00 RT 332+74 RT 226 14 151 67 MODIFIED TRENCH DEPTH OF 18" - - 348+73 19 LT 348+88 45 LT - 1 1 13 13 STOP SIGN STREET SIGN _ -- - - --- 3333 - --- - - - - 337+61 LT 339+00 LT 139 12 109 72 - - -- --- 348+73 _ 19 LT - 1 STREET SIGN 339+00 LT 340+50 LT 150 9 100 75 MODIFIED TRENCH DEPTH OF 18" - --- 340+50 LT 341+62 LT -- -112 5 63- - - --- -- !- 78 MODIFIED TRENCH DEPTH OF 12"-- - - 349+67 42 LT - -- 1 fi- --- - 3333 --f- -- _ - -- --- STREET SIGN 3333 - 341+62-LT 342+fib LT 106 9 _83 ! -! 81 -- --- - - - -- ---- 342+68 LT 345+50 LT 282 23 � 220 -t-----�85 _ ----- 349+08 12 RT 1 TWO DIRECTION LARGE ARROW SIGN 345+50 LT —348+60 LT 310 _ 25 242 r 90 --- -- - - _ - ---- - -- _-- _-_ _-- 1 -- 3333 348+60 LT 351 LT 2+01 241 20 188 Y 9 --- -- -� - --- - TOTAL 7 11 10 143 - 337+61 RT 339+00 RT _ 139 12 _109 _ _fi 73 3333-- 339+00 RT 341+40 RT 240 19 _ 187 782 341+40 RT 342±68 RT - - 128 11 L 1 0± - 3333- 342+68 RT 345+50 RT 1 282- -23 220 1 _ 86 345+50 RT 348+60 RT 310 25 242 _ ��91 _ _ 348+60 RT 350+98 RT 238 19 186 I 93 - TOTALS 9348 637 6606 MAILBOX APPROACHES BOX WIDTH ASSEMBLY REQ'D LT/RT STATION DESCRIPTION W,(ft) SINGLE DOUBLE LT 308+29 1 - - LT _ 313+93 LT 339+31 LT 343+71 LT 345+12 3333- 1 --�--- ---- --- --3333-- LT _ 345+62 1 LT - 347+57 f- -- ----- -- ---- LT 351+49 -- + TOTAL 8 \�OW 111110�� HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ��GF,�-P C' QF�y��i�� RECOMMENDED U OF 8901 Otis Avenue Q�' ��% FF�, FOR APPROVAL Z 2 D7 VERTICAL SCALE DESIGNATION Indianapolis, Indiana = No. _ SIGN ENGINEER DATE 4616-1037 =-0 10TOT02�6 � SURVEY BOOK SHEETS • 1-866(973-7100 j/�0,c� ,NaaNP G�?�� DESIGNED: BAB - - DRAWN: BAB - 36th STREET 20 of 44 317 8�6 7100 ��ii_ �A'VAL �� CHECKED: ACD CHECKED: CONTRACT PROJECT 1111111�� __-- __ - -ACD -- DATA TABLES 06-07 304 - 50 880 - 880 - - - 876 -- _- - - __ - - - i -- - - - -- - --- 876 872 - - - - — — - - - --- 872 - -- -- -- - - _ 868 - -_ - - - - - -- -- - - - - 868 --- - o rn - ri rl -- - - -- _ - - - 864 30" EXIS - -- 0000 0000 864 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 304+ 21 880 - -- - - - --- - T - - - - -- - -� -- --- - - - - T 8so 17 -._. .0 - -- --- -- - - - - -- - -- - - _ 876 0: 872 872 868 - - --- - - --- +21 RESID. APPR LT. Y- --- --- -- - -t - /} ---- - - -- - -- 868 30 EXIST _- - - - - - r 864 � ---- -_ , __- -- --� --- - -- - _ -- - j 864 70 -60 -50 ----- -40-_ --_-30 _-_- -20 _10---- --- 0- 10 20 30 ---- 0--4 -_ _-- 50 304+ 00 880 -- -- 880 -- -- T r--- -— - - -- j ---- - -- -- -- - t- --- - - -- -- � - -- - -- __ 876 ---- 1 - - - --- -- - -- ---- _- - 872 - - - - --r- -- --- - - -_ - - - 872 - - - { 868 -- - - - --- -- -}- ---- t -- - - - -- - -- -- -- - - - - - 868 - - - 864 !- -- - - - - - - I- -- -� - --j 30" EXIST.' - -- 0000 00 -- - - _- - - -- 864 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 303 + 50 880 - -- - T --- �- T 880 876 �-- --- _ -- _ 876 872 _ — - -- _ -t- 872 868 -I - - ,. 868 864 _, - - : , _ 30 E I ST. 00 00 - 864 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 303 + 04. 43 880 --- - - - - - - _ 0 876 872 --- - — - :77 --- ------ --- ---- - --- -- - - - --- - --- - `-- - - - -- - N -_ - -- - - -- - - ----- -------- - ----- - -- -- -- - -- t ---- ----- ---t t I-- -- - ---- - a 872 868 868 864 30 � E 0o ao - -- - - -- -- - -- - --- - - -- --- -a 864 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 303 + 00 880 - - -- - --- - -- - ------ - — -- -- ------ --�-- �-- 880 876 -- --- - - --- -- -- --- -- - - - - - -- - -- 876 872 - - - -- -- --- -- --- 872 868 -- - ----- -- - - 1- ---- � N -- -- - -- -- 864 30 EXIST. ------- -- ----M M -- - -- -- -- -- - - - - - - ------- 00 ao -- --� - - -- - - -- 864 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 Historic Fort Harrison HORIZONTAL SCALE BRIDGE FILE � OF f"� 1"=10' 8901 Otis .venue l� VERTICAL SCALE DESIGNATION Indianapolis, Indiana 1 =10 16216 1O'u'7 Sd 1 866 -973-7100 DESIGNED: SSB DRAWN: SSB 136th STREET SURVEY BOOK SHEETS 317 8-'16 -7100 21 Fo-f-I 44 CHECKED: ACD CHECKED: ACD CROSS SECTIONS LINE "A136" CONTRACT PROJECT 06-07 307 + 00 - 876 - - -- - - - -- - - �- -�- - - - -� -- - - - �- -j 876 872 A - - - - -_ _ _ _ -� - - ----- - - -- - -- ---- - -i - --- { 872 868 868 -- - -- - - -- - - --- - - - - �- - - -- - - 864 -- - - - - - - - - - - - 864 2 -EX1 T. -- 860 860 ! j 1 856 856 1 CO CO ff -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 306 + 50 880 - - -- , - - - - - - - --- -- - -- - - - - - - -- - - - 880 876 - - - - - - - l j - - + -- -- --- - - -- - t -- - - - -- ; - -- - 876 } I 1 872 872 868 - - - -- - j _ _ - - - ---- � - - -- -- :� _--�-- -- --- 868 864 - - - - - _ - -- - - - - \ - _-- - ,-- - - - -- -- - --- - 864 { 2" S T, --- - - -- - --- - 860 - -- - - - - - - - - - r- i � --- - - ±- - 860 856 - _ - -- - -- -- - --I - -_ � - - - - - - - - -- - ---- -- 856 - ---- ---- - - i---- --1 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 ,306 + 00 880 - - - - - _ - --I - 880 876 --_ } ---- -- !, ----- ----- - - - -- - - - - - - -- }- - 876 872 -- - - - - - -- - - - - --- - -- --- - - - -_ --- - -- - - - -------- - -- - 872 868 --- --- -1- _ - --- � � 868 864 --- -- -� -_ -- - -- - - -- ----- --- -- .- 2 EXIST. - - - -- - 856 - -- - -- - - - - - --- _ - --- - - - - ---------- - - _ - ------ - - ao i ao - - - -- -- 856 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 ,305 + 50 88U -- - -- - - -- - - , - - 880 876 - - - - - - - - - - t - .-- -- --- 876 872 - - -- --- - -- - - - -- - } -- - - -- - --- - - 872 1 868 - -- - - -- ---- - - -- - - -- - -- - - - - - - - --- —-- - - -- -- - 868 864 -- }-- ---- - -- - �. -4EX-I� 864 - -- --- 860 --- --- -- - -- - --- --- - -- - - - ---- ---- -- 860 856 856 - -- --� - - - - ----- CO L---- -- -- -- ------- -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 305 + 00 880 - - --- - --- -- - -T r- 880 876 - - - °' --- ----- - - ------ -- -- 876 872 ------ --- - -- -- _ --- 872 868 -- - - 868 C in,864 , �� - 864 860 --- - °° L --'- 860 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 �rye�� HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison CM 1 OF C EL 1"=10' 8901 Otis Avenue SCALE DESIGNA110N Indianapolis, Indiana 1 =10 16ti16 103 1--866 -913 "110 DESIGNED: SSB _ _ _ DRAWN: SSB ___ _- 36th STREET SURVEY BOOK SHEETS 317 80 7100 22 of 44 CHECKED: ACD CHECKED: ACD _ _ -- CROSS SECTIONS UNE "A136" CONTRACT PROJECT 06-07 308 + 54 1 876 876 T-- —------ - ---------- ------ 872 872 L --E 868 868. 12 868 8 Ln c� (i)48 64 0) 0 —72 --- ----- 864 IT 00 00 Vv' D 860 860 I--_- -- 20 30 40 50 60 70 80 90 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 308 + 50 876 ---1' 872 876 --T 8-6-8.65 872 868 868 fD Ln 864 0) 10 4809 864 -------T -4 860 00 00 90 860 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 —90 —80 —70 308 + 13 880 880 876 -22.�Z 876 872 J - .0% 872 8.0% —2.0% 4: — 868 868 +13 RESID. APPR. �LT. 868.84 864 �o 0') 864 oi 6 -4 --- - (o r 860 00100 860 —20 —10 0 10 20 30 40 50 60 70 80 90 100 —80 —70 —60 —50 —40 —30 308 + 00 880 880 ------- ---- 876 876 872 872 -868.-99 --- --- 868 868 864 Do - 864 C6 -V V 860 co co 860 —80 ,70 60 —50 —40 —30 --20 —10 0 10 20 30 40 50 60 70 80 90 100 307 + 65 876 876 872 872 868 868 864 0) 864 - -- - - -- - - -- -- /\--T -- V, 860 860 00 00_- -- 90 100 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 -z 07 + 50 876 876 872 872 868 868 -------- --------- 864 T C"i 864 860 CZ c"ll 860 00 00 ------ 30 40 50 60 70 80 90 100 —80 —70 60 —50 —40 —30 —20 —10 0 10 20 HORIZONTAL SCALE BRIDGE FILE . RIM. 1"=10, U Historic Fort Harrison CM OF VERTICAL SCALE DESIGNATION 8901 Otis Avenue 1"=l 0, 1 Indianapolis, Indiana SURVEY BOOK SHEETS -16216 10'3 7 4 3 47 L-=8-=01. ---�-�-070-- 0 7. ------ --- - DRAWN: SSB 23 lof 1 44 1 866-973 -7100 DESIGNED:-SSB 36th STREET CONTRACT PROXCT Schrokler 'U7--H26 7100 CHECKED: ACD CHECKED: ACD CROSS SECTIONS LINE A136 06-07 309 + 91 872 872 .......................................... 868 868 iL n7- 864 864 -4- co --- I,-- - - 860 860 00 co 856 856 L--------- -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 309 + 81 872 4 00- 872 t 868 868 ------ --------- 864 roe 12� 864 --- -- - - -- -1 - -- - -_- . -12m ff-) co 860 860 0) i 00 w 00 856 856 1 1 ---- - ------ -------L ----------- -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 309 + 50 872 872 8 868 68 7! 7 24 864 864 860 860 0') )q 00) 856 W�00 856 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 309 + 00 876 872 --- —--------- 876 t! 872 ............ -T- 864 868 868.80 868- }864 -2:' EX T• .q- --d- 0) IVIV, 00 00 - I - - - - 860 + �0 (0 860 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 308 + 60 -——---------------- T 876 —7 Lo 876 872 872 NO—! 4— -.ate 868 868 -- I - --7 L0 cy) 4 12" 4 864 864 V 00 00 W�- 1 —T-- 1 -4— ------ I ---- -- I L - -- 860 860 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 0 60 70 80 90 HORIZONTAL SCALE BRIDGE FILE Historic Fort, Harrison CM OF 1"=10' 8901 Otis Avenue VERTICAL SCALE DESIGNATION Indianapolis, Indiana 1"=10' ---- 1 1 46216 1037 SURVEY BOOK SHEETS 1 866--97',! 1100 DESIGNED: SSB DRAWN:----SSB -- -- 136th SMEET 24 lof 1 44 317 8�16 -7100 CONTRACT PROJECT CHECKED:-- ACD------ CHECKED:- ACD CROSS SECTIONS UNE *A136* 06-07 J . 311 +- 75 --- --- -- ---- F r - - - --- -- ---- -- --- ----- -� - - --- - 876 876 - --- -- - - -- -- fi -- - - - - - - - - 1 --- - - - -- -- �' ---- - '-------- 872 872 - - -- - - -- -- -- ---- - --- . - -- -- - -- -- - N r -I 1 -- - - - -- 1 868 868 — _- - ----- - - - -- - - - - - - - ---- --- - -- - — co N -- -�_ - - ---,, - -- - - - - - - --- --__ 864 864 - - ----- - - - o 0 t -y � 24 - - -L - -- -- - -�-- --- - °° °° -- - - --- 860 860 _ __ _--- _- - --_ -- -_-_ -- -- - -- ----- - _-- -- - --__ � ---- -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 311 + 50 -- -- - - --- - - - _ -- - - - - - ---- --- -- - - - - ---- --- --- - -__- -- - - ----_ __- -__- - - - -- - ---- -- -f -' 876 876 ---- -- - - - - - ---- - --- -- - - - - - -- - r - - -- - - - - -- f - - - - ---- -- - -- -- — fi --_ T 872 872 i — — — — — — — - - -- - -- --- --- --- 868 i --- - -- - ---- -- -- _ -- --- -- -- - - -___ t--- �4�, -- -- - � -- -� -- --j 864 -- -- - - - 860 00 00 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 311 + 00 876 ---- -- -- -- - - -- -- -;- - - - -- --� - - j 876 --- � - --- --- 872 872 ----- - --- -1 868 — — — — _ — — -- ----- - - - - 868 ' - -- - -- - -- --- - - -- -_- - 4 - -� 86 4 Ln 864 -- -- ---- 1-- - -- - -- -- - I EL P 860 860 -- ---- -- - - - --0 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 310 + 50 -- - --- --- -- - - - ---- ----T �- �- --- - - - ----�- --� - 876 87E -- - - - - - -- - - - - -- - -_ - -- -- - - -- -- :-- - -r- ---- - - - - - -- - --- - -- - - - 872 872 - -- - -- ----- - _ - -- - - -- - ----- -- - - - - - - - - -- t_ -- -- rt -- - - - -- -_ 868 _ _ — ---- - - _ - ------ �- - - --- - ---- -- -- -- --- - - -- - '- -- -- -- - - -� 868 - f - -- - - - - --- --- --- - - - --- - - - - --- -- - - -- - -- - - --- 864 - - - --- ---- --- - -'-- - t- t _1- --- -- --- -- - - 864 - - - - - - -- -_ - -- -- - ---- - ---t- - - _ _ _ - _ - a -- -- --- - -- --- -----T- _ - - - - _ 860 - - - - - - - - -- - - --- -} --- - -- - - - -- - - - - --- - - - - fi - - _ _ - -- -- -_ -- - - - 00 100 - - - -- --- - --- -- -- -- ---- - - -�-- 856 856 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 310 + 00 872 -- -� - T---- -- - -� ----- --- t - - -- -- --- ---- ---- - -� -- --- - ---- 872 i 868 - - - - - \ -- 868 f-- I '�" 86 4 - -- - - -- - ----- - - - -- - -- - - ----- -- ----� 864 "''' - _ 1 vJ l �f< 860 - - --- ---- 860 00 I - - 8 856 56 _ 50 60 70 80 90 100 -80 -70 -60 -50 40 -30 -20 -10 0 10 20 30 40 HORIZONTAL SCALE BRIDGE FILE Historic Ford. Harrison f OF CARMEL 1"=10' 8901 Otis Aaenue VERTICAL SCALE DESIGNATION of Indianapolis, Indiana 1 =10 162'16 103"r 1-866- 913 -7100 DESIGNED: SSB DRAWN: SSB 136th STREET SURVEY BOOK 25 S1 oof 1 44 317- 8?6 7100 CHECKED: ACD CHECKED: ACD CROSS SECTIONS LINE *A136" CONTRACT PROJECT - -- -- - 06-07 314+ 00 T 880 t 880 .- -- t ---- --- - - -- - ---- -- - -- - --- - --_-- -- ---I - --- s 876 876 872 E372 868 E368 24 EXI 00 L0 " C14 i-N - — --- — j Z, ,v t 864 8v-r co 00 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 313 + 50 880 880 ----------- 876 —----- 876 C4 C-4 rr tp 872 872 ............. 868 868 (D L----- i ---- -(, 424 EXIST' 864 864 co Co —90 —80 —70 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 313 + 00 880 880 876 876 872 872 ---t 8 868 68 864 864 00 00 - 860 860 90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 312 + 50 880 880 ....... - - - - -- --- _ - . - --- fi - - 8 876 76 872 :7 872 111C� 868 868 0 0 ------- E P 864 864 860 00-100----- 860 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 312 + 00 880 880 876 876 872 872 ...... 868 868 864—---------- 864 860 -- co 860 —100 —90 —80 —70 —60 —50 —40 30 —20 —10 0 10 20 30 40 50 60 70 80 HORIZONTAL SCALE BRIDGE FILE llistoi-ie Fort Han'[Soll CM OF C ARVI?.T., 1"=10, 8901 Otis -venue VERTICAL SCALE DESIGNATION Indianapolis, hidDMA 'IN 16216- I03 7 SURVEY BOOK SHEETS 1 866 973 -7100 DESIGNED:—SSB DRAWN: SSB 136th STREET 26 of 44 IL MML dab,a ImIlL m T7 U'16 7100 salt CHECKED: ACD CHECKED:-ACD CROSS SECTIONS UNE A136 06-07 316 + 00 ------T-------- F 880 8,34 ----- ----------- 884 ------- -—------------------------- 880 876 876 872 872 868 868 N L0 -- t 864 864 00 l 00 1 j - - - - --- _ -- --- -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 315 + 50 - - -- -- ; - - -- --- --- - -- -f -- -- - - - - --- - _ - - - - -- - ---- 880 880 0 876 876 --- ----- ------- 872 872 ----- -- - 4-- 868 868 (D 0 864 4v 864 oo co -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 315 + 00 T 880 880 8 876 76 ------- 872 872 868 868 2-" --WA TE P") 864 f--- -- - ---, ---- -- t--- - --- --- - ----- . -- --- --- 1 864 00 00 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 314+ 50 880 880 --- 87-0 F 876 I 872 872 -T 863 868 0 21 24 EXIST. 0 0 t Vv t r - 1 864 86 � - - ------- 00 00 -90 -80 -70 -60 -50 -40 -30 -20 -10 o 10 20 30 40 50 60 70 80 9C 314+ 12 --------------- 880 88C 14.0' ------ 876 876 872 872 ------ 868 ------- -04 2r 868 24" EXIST. (D 417- 2" 864 864 co co -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 HORIZONTAL SCALE BRIDGE MLE Historic Forl Hai'rlson CM 4F CAli 8901 Otis .venue VERTICAL SCALE DESIGNATION of , liidlanapolis, Indiana 1 =10 11410 46216 10:37 DRAWN: SSB SURVEY BOOK SHEETS 1 866- 973 - i100 DESIGNED: SSB 136th STREET 27 [of 44 IL090L A AmIlL MV :Mi -81;6 7100 sa -New E- CHECKED: ACD CHECKED:_ ACD CROSS SECTIONS LINE A136 06-07 318 + 50 884 - -- - -- - _ - �- - - 1 - 884 880 - - -- -- - - , I + - {- -- - - 880 876 ' -_ - --__ _ _ -- - - - -- - t - - { - - - - - - -. -- -- - - - -` - - - 876 t -- - 872 872 18 868 868 11 � _ 864 864- -� - co l°° -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 318 + 00 884 - - { - - - 1 - - ' l 884 i -- - - _ - - - j -- _ - - , - - - -� 880 880 876 - - -_ -- - - - -- -_ - ---- - -- - -- - 876 872 -- - - - - - - - - - - - - - - - - - - - - - - Q 18 -- - - - - -- - 872 TEF868 J 868 864 - --- - - - - - - -- - -- -- - -- 1 -- o 1°00 864 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 317 + 50 880 --- - ---- ---- -- ..-- - ---- -- - - - 880 876 _ _ - _ - ----- -_ - - —1 -- 1 „ — - \ 876 872 ----- -- -------- - -- -- - -- - 872 - � 18 868 -- - - - - - ------- - - ---- - ---- -- - 868 864 - - - - - -- - - - -- --- - -- --- ---- ---- -- 854 00 00 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 317 + 00 880 - ___- ____ _____ __ ____ __ _._____ - - - - -___ -__ _____ - -- ___-_ --__.- ______ _ ___ 880 876 -- -- - -- --- --- -- ---- ---_ - -- -- ---- - - - — - - -- - 876 872 872 868 868 864 -f -- - ----- -- - --- - ---- - ------ ---- 864 00 100-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 316 - 50 880 - - --- - - --- - - - - -- - - - - - - - - - -- - - - - - 880 876 - - - - _ -_ _ _ f -` -- --- - -- - - _ -- -- - - _ -- - _ __ 876 872 ---- - - - -- - - - - - -- --- -`- Y - -- - - - -- - - -- - - -- -------- - - -- - - -- -- - _ -- 872 -- - -- -- -- - - - - - - - - --- -- - - - --- --- --- --- - --- - --- - - - - - - ----- ---- -- L - - --- - --- - ----- -- - O 868 - - --- - - - - o - - - -- - - - - --- - -- - - - 864 00 00 4 - - - -- - - - _ - - - - -- - - --- - -- -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison CIS OF CA M L 1„=10' 8901 Otis .Avenue VERTICAL SCALE DESIGNATION Indianapolis, Indiana J in=10 46'16 1037 �+ SURVEY BOOK SHEETS 1 -866 973 7100 DESIGNED: -SSB__- DRAWN: SSB _ - 136th STREET 28 of 44 tx 317-K_)6 -1100 CHECKED: ACD ----- CHECKED: ACD _ _ CROSS SECTIONS SINE "A136* CONTRACT PROJECT -- - I I 1 1 06-07 321 + 00 l - - l -- - --- 884 - --- -- - - -- � - _ -_ j l 884 1 I - 880 - - - - - i { ! - _ -- - - - - -- - -- 880 - - 1 876 876 - - 015"- - 872 -- - r - - - -_ - i 872 ;s ; :. ---- -- f --- j 868 -- - - - - - - - - ! - -- 6 c6 ----- _ - -- - - - -- - _ ---- --- _ --- _ i -- -- -- 1 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 320 + 50 884 - - -- - I - - -_ - -- - 36.6= - - - - 884 - ---- 880 880 f - - - 876 - , - - -- --- -- - � 876 - - r I Q }5 - F tT VERSAILLE DRIVE 00 06 „872 - - 872 - _ - ++ - - l - 1 -I 868 868 1 -- - -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 320 + 17 - - -� - - 40.6-'- 884 884 ---- ---- - - - _ - - - -- -- - - - - - -- ---- 880 ' , 880 - - -- -- -- -- -- - ------ 876 --- - --- - - - - -- -- - - -- - -- 876 - - - - ----- -- ----- 00-- ---- -- _ - - - - - 872 -----. -- - ----- - --- - --- -- -- �ERSA7L �Rf�--- - --� - 872 868 ---- - - ---- - - - ---- -- - --- -- - ---------- 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 320 + 00 884 - - -- 884 880 _ — -- ---- --+ - - - - ---- - 880 _ — — — — 876 876 -- — -- - - - - - 0 152' 872 872 872 ---- -- ------- -- -- - 0o r 1 � W T,T R 868 ---- -- - - - 00 00 --- - - ---- - - - - I 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 319 + 50 884 -- - -- 884 880 -- --- ----- - - - --- - -� - - ---- - - -�-- - --- _-_- _-- _ -- ----- -� 880 " - 876 876 ---- — — - — - --- 1 - - -- -� - - - -- 872 -- -- -- --- -- - - --- -- -- 872 v A 868 - --- ------- ------- - -- --- - - -- - - --1----- 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 319 +- 00 884 - - --- - - ---- - - - r 884 880 - - ---- - --- ---- - - - --- - -- -� - - - - --- -- --- --- - - ---- --- - ----- --- ---- --- ---- a -----fi- -- J 880 876 — - ---- -- ----- - ---- - - ------- 876 872 -- - -- - -- -- -- - -fig" --- ---- --- -- ---- -- - --- ---� 872 - - 868 --- _ ----- t -� 868 1 --- -- -0-0- 00- - - - - -- - --- ---- --- - — - ---- -1- -- - -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 HORIZONTAL SCALE BRIDGE FILE filAoric Fort. Harrison O �� 1"=10' 8901 Otis ,i� Aveue VERTICAL SCALE DESIGNATION Indianapolis, Indiana 1 =10 16t�1i1 1010r i 8x:11- 9`73 1100 DESIGNED: SSB DRAWN: SSB -- 136th STREET REE'T' SURVEY BOOK 29 SHEETS 1 of 1 44 8`�26 7 100 CHECKED: ACD CHECKED: ACD CROSS SECTIONS UNE *A136" CONTRACT R 07T 323 + 14 ------- 884 884 880 Lr) 880 Mmr 877.75 876 876 N 00 872 872 CO -4*-------------------�-�'--V��,-4-F--��------- 868 ---- -- L I - I 1 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 323 + 00 884 884 - co J -------- J 880 880 - 77 876 $77-70 876 ------ 872 872 4 00 00 I - - - - i- -- - -L- _ _ -_ ---- _ --- --- - -- -----L---,..-- - - - L - ------ 868 868 --- - - --1 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 322 + 50 T _ -� _ _-_ 884 884 - - --_ - ---- -- - -- -- - -- - -- - -- -- - --fi _ + 880 880 - -----4- 77.87 876 876 872 872 8 868 68 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 , 70 80 90 100 322 + 00 - 888 888 884 884 880 'F� 880 -7z 876 -87-8-0A- 876 0 12" 872 rl- C) 872 ao 00 -------- 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 321 + 50 884 884 Pf--n -1 880 880 0./-v 876 —------ 876 012" Lo r- 872 872 868 00 00 868 80 -70 -60 -50 40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 ,321 + 09 884 ---- ----T -- 884 --- 8 880 80 876 876 - 1 2" CN ',1- 15 T--- 1 872 872 o) 00 1 868 .00- oo---- 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 HORIZONTAL SCALE BRIDGE FlLE Historic Fort Harrison CrrY OF CARMEL 1"=10' 8901 Otis Avenue VERTICAL SCALE DESIGNATION Indianapolis, Indiana 1 =10' 11410 46216 10:37 SURVEY BOOK SHEETS mm AM&!A A9111L� 1 866-T-i"3 7100 DESIGNED: SSB DRAWN: SSB 135th STREET 30 lof 1 44 I UMUM :317 H26 -100 CHECKED: ACD CHECKED: ACD CROSS SECTIONS LINE *Al36* CONTRACT PROJECT 06-07 325 + 11 884 r 30.5' - -- - 884 880 - - - - - - - -- -- - - - - - - - t 3 --- - - - - - - -- 1 880 -- — — 876 SPRING r -_BLVD.f -- - - 1 - - - - - - - - - - cv 876 - - - - -_ - - 872 - -- - - - - - - - - - 00 -400 -- " a�� I - - - 872 868 _ 868 - -100 -90 -80 -70 -60 50 -40 -30 -20 10 0 10 20 30 40 50 60 70 80 325 + 00 17.5`- 884 r --- - - - - - - - - _ - -- - - - ! - - _ - - - f -- -- - - - - I -- --- 1 884 �_ -- — —t - -'— -- �'-2.3 - - - t --- +2.3% t - _ - - ---- 880 - __- -- - __� -- ` � - - '_ _ 880 - - 876 - { - - - - -- --- - -- {SPRING Ma LL $LVD_ 878:3 876 872 c; b I - 872 00 a0 868 � � 1 868 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 324+ 70 884 - ----- -- -- 29.3 - ---- - - ----- __-- -- - -- ,_- - ---- - -- -1 -�- -- -�_ __-- --- _--� ---- --- ---- ----- -- - - - --- - _ -� - -- ---1 884 880 -- -- — - -- - - -- - --- ---- - - -- - - ---- --- - 3 - -- ---- -- --- - - -- - — -- -t 88 876 �— -- -- - rt- I -_-- -� �3�R�G- _--- __ --- - _ - r- - - - -- - 1 �VD�-- — __ _-- � __� - ---_----- � t 87�2�- --__- -- -- - -- ---- - ---- ----�- ---- -- 1 876 872 -- -- - --- -- - _ _- --- -- -- - 010 � 872 ao a0 86s -� ---- --� 868 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 324+ 50 884 T -- - --- - - - -- - ---- 880 - — — - — -- — 3' 880 876 � � -- -- - + - - - - _ _ 876 - --- - - 872 - --- - ---- "o "o --- - -- - o o - - -- 872 868 _ -- - -� _ - --� -. 00�-°-° - !---- - � �-- � -- -- �- - --�- ---- J 868 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 324+ 00 884 - - - --- - -- - - -- --- -- --- -- -- - ----- - - - -- 884 880 -- -- - — 3.• - -- -- - - - - - - --- - -� 880 876 - -- ----- -- - - -- - - -- - - - - --- - - -- - - -_ -- - - - - - - -- - - - 8.78._0- -- - --- ---- -- 876 872 -_ -- - - ----. --- --- - - -- --_ - ---- - ---- --- - -,- - -- - 872 - - - - -- - - -- c o 000 868 - -- --- -- - - - - - --- 00 oo- --- - -- ---- --- _ - -- --_ - --- � ---- --- L _--- -_ - - -- -- -- 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 323 + 50 - - - - - - - - � - --- -- - - ----- -- -- �- - -_- - - ---__-- + - - - -- 884 880 = -- - - - -- - — � - � __ _ _ -� 880 876 - --- i - -- - - _ - -- -- - -- - -- � - - - - - - -87 7--- -- -- + � 876 872 - -- - 872 868 00 loo 868 -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 C� OF 1"=10' 8901 Otis Avenue VERTICAL SCALE DESIGNA11ON Indianapolis, Indiana 1"-10 .16�'l6-10:37 — v*k*w1--866 - 073 7100 DESIGNED: SSB DRAWN SSB 36th STREET SURVEY BOOK SHEETS 317 8''6 7100 -- ----- 31 of 44 CROSS SECTIONS LINE *A1 Z6* CONTRACT PROJECT CHECKED: ACD ____ CHECKED: ACD __ •J 06-07 327 + 40 884 rt- -- - -- - -_- r -- - - - -- - -- �- -- ±- - - 884 880 880 — -- - --- -_- 876 -- ---_- ---- ----- ----- ----- - t---- - - - --- - - -- -- - - - -- - - ----- - -- -- -- - -- -- - 876 - -- -- - -- fi � 1 872 F--- - - ------- ---__ _ _ rt- - -- - - - - .- --- -- - - -- -- -,_ - - --- - --- --- - - -_ -1�---- - ------ - --- -_ - -- - -- 872 co 868 L- -- -- - - -- - - ---- - ----- co co --� - - -- -- - - - -- --1-- -- - - - - -- - - - -- --- ------ 1 --- 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 327 + 00 884 - - - --- -- - -- - -_ _ - - _ - -- ---- - - _- -_ --- -- - - -�---- ----- - 884 880 ---— -- - - -- — — — — — — -- - - --- 880 876 � - _ - - - - - - - _ - I - - -- 876 872 - o6 - - - - -i - - 872 - - - I - oo ao- 86 8 - - _ - 1 - - -_ --- - 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 326 + 50 888 _ - - - - _ - . -- - - - 884 -- -- - _ _ - - - - 884 880 — — - - - — — - -- --- - _ 880 876 -_ - -- - - - - - - -- - 876 872 -- - - -- 0') - -- - - - -- -- - --- - _ -- - - _-o oi- - - --_ _- - -- - - -- --- 872 868 -- - -- - - -- i- --- - - -- -- - - -- - -- -- - - - - ---°-° 100------- -L-- - - -- -- - - - 868 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 326 - 00 888 _--- -- _ - - - - - - -- 88 884 - - --_ -- - - - - - - --- 884 880 - -- - - -- --- --- -- --- - - - — - - - - - - - - - ---� 880 876 876 - - E o 1c; - - - - -- - - - - -- - 872 - } - - f - a�-��a -- - - -- 872 1 1 - -1 00 00 V , -- -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 325 + 50 884 -- -- -- ---- -- � -- � -- -- -- --- - - --- - -- --- - 884 --- ---- -- -------- -- 880 --- --- - -- _ --- - ---- -_ - -- - --- - .-- --- 880 876 ---- -- --- - -- ----- - --- ---- ----- � 876 872 72 6_ 6-- -- - --- -- - - --- --- -- -- - --- - ; g 868 --- - _ - -- --- -- --- - -- --- -----00 00-- -- --- -- - - - - -- - --- - - --- 868 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison �� OF 1"=10' 8901 Otis Avenue VERTICAL SCALE DESIGNATION Indianapolis, Indiana 1 =10 16216 103� SchrgMw 1 -806--9 73 7100 DESIGNED: SSB DRAWN: SSB 36th STREET SURVEY BOOK SHEETS 317- N116 - 7100 - S � E 32 OfT 44 CHECKED: ACD CHECKED: ACD _ CROSS SECTIONS LINE "A136* CONTRACT PROJECT 06-07 329 + 50 - - - - -- - -- - -- 884 884 j - -_ - -- - - - -- - - - --- - - 880 - -- - -- - -- _ J - - f -- - 876 -- - 15" - -_ - - L - - - -- i 872 - - - u[1 - - - - -- - - -- - - t- ----- - 872 - - - - { -0 - - - - - - -- I 868- - - 868 --1 - 1 oo - _ - - - - - !- - - -- - - - -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 329 + 20 - _ 884 884 - _ - - � ._ ►n _ 880 - _ kn ± - -_ 880 1 ' - _ 1,2„ - _ , i 876 876 I - - - - - -1 L _ - - » 12 - - 872 872 { - i - - °° oo -!Q 90 868 868 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8 329 + 00 -- - - -- - -- --- ----- -- - 884 884 -- ----T-- -- � -�' - -- ---- 880 - ----------- — ._ -- 876 ------ -- - ---r- ---t-- E — — 876 --- --------- ---- -t�-- --+---------�- -----� --�-�2�-- - -- -�I 872 872 - - --bo fi� -�--- __-- _ i- --- — -- -- � --- -- -- -- ------- ----- -- ------- _ - —---- 868 _ _ --- - ------ — - - - 868 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 328 + 50 884 - - — - -— 884 ---- --- - — -- 880 880 __- ------ - -- -- - - -_ — -- -- 876 876 -- -- - -- -------- ------ -------- - — -- 872 872 - --_-1 _ -- �- co 00 --- - -- — ---- - -- 86 868 --- -- - --- ------ - - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 328 + 00 ----- -- ----- --- --- - -----� 884 --- - ---- 880 -. - ----- - r. --- - 876 - - --- - - - - --- - - - - _ _� 12"- - --- 872 872 - -- - -- - - - -- - - - - - - --- - -- - rn oo 1 2' V` !1 TF �' 868 868 - --- - _ -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 327 +- 50 r - --- -- -- - - - - - - - - - -- - - - - --- -- - - - 884 884 --- -- - -- -- --- - -- -- --- 880 -- - - - - 876 876 - -- -- - - - 872 --- -{ - - - - o 00 - - - - - - �T 872 } - - - - - - - - - - - - - - co r+ - - - - 868 - --- - - - - - - -- - o0 1°° 868 -80 -70 60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison f OF C � 1" 10' VERTICAL SCALE DESIGNATION 8901 Otis Avenue 1"=l 0 Indianapolis, Indiana 16?16 1037 STREET SURVEY BOOK SHEETS IL A 1--866 973 7100 DESIGNED: SSB DRAWN:_ SSB — 136th S I ItEE 1 33 of 44 &:hF]m MIRWILAM 317- 8?6-7100 CHECKED: ACD CHECKED: ACD — _-- CROSS SECTIONS UNE �'A13S� CONTRACT 0 OJE7T 331 + 50 880 -- - -} - - - -- -- -- --- -- I - _ -- -- - - --_ - _-- - --- - - -- --- --1 880 876 876 872 f - -- ! _-O 872 868 r -- 1 - - - r� - - - " �' A-i k::_ - - -- ---- --- - _ - - a 868 !- -- - -� - -- - -- - - - --! --- ---°° oo-- --- -� - - ----i - - - - - -- - --------- - - --- -- - ----- --- -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 331 + 11 35.0 - -- 880 - - 29.9 - -- - 880 L { - - — — 876 1 — +1.4� —0.59 _ -- - - - - 876 --- f - — -{ 872 { - THISTLEW OD DR. - j - - - - --O CON -- 1 - I - - -- 18 f tNENTAL 1 Al` -- - -- - - - 1 872 868 - 1 _ _ - - cn - - - - - 1 868 -- -- ---- - --- - - - - - --- -- L -- - 1 -- - - _ -- °° J, °° _ - -- - i -- -_ i - - - - -- --- ------- - 1 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 ,331 + 00 -- - - 880 29.9' ! -- - 29.9 - ! - - -- 1 880 -I 876 +1.0% __ — —± — -- _ -0. % - - -- -- -- - -- ---- - -- ----- --- -- ---- 876 -�- THISTI 1N - DR -- e-- --- - -- ---- - rg '- - _ CflN tPdENT74L- - -- - --- - - - 872 872 - - - --- - - - - - - - - - -_ -- — ----- - - - - -- - -- -- -- -- - ---- - ----- ----- - ----- ----- --}-------- -- I---- 868 868 -- rt----- � - ;--- ---- -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 330 + 64 880 880 -�------ ice- -____--- �-- --� -- Lo---- ----------- ------ - - 876 -- — - - — - -- —__-- ---- — — --� ---- - -- 876 872 ---- --- . --- -- - -- -- -- - -- - --- -1-- 872 o ro f - - 868 -- --- I - A TEf-' 868 ao 00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 330 + 50 884 - -- 884 880 - - -- _ -- - - , -- � -- - _ - ---- - �-- - ---- -_- - I� 880 876 _ __ _ - - - -- _ _ - -_ -- - - -- - - `- - _ 876 872 N - 1 - - - - -- - -- - 872 - T_-- -- - - - -- - - - - - - - - - - ►_ - - - - 1 "- `t ATE -- -- - - --- - - - -- --- 868 i 868 �- � - - - - 00 00 - -- - --1 ----- - - -- --�- - - - l -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 330 + 00 884 - l 1 _ - � T i 884 880 - --- -- _ - - - -- - } - - j - f- - - - - -- --- - - - i - -_ 880 876 - --- — r - - _ _ _ -- -- 876 - - -- - - - - rt - 872 --- --- - - - - - - -- -- +>- -- - 15 - - - -- --- --- - - - - 872 -- - - 868 - I � �: 868 - - - -- - -- - - - ! - -°° Co- - - - --- i--- - -- ---------- - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison CITY OF CA 1"=10' 8901 Otis Avenue VERTICAL SCALE DESIGNATION mqm Indianapolis, Indiana 1"=10, X6216 1037 "lj --- 136th STREET suRVEY BOOK SHEETS 441 1-866- 97,x- x100 DESIGNED: SSB DRAWN: SSB 317- 8,'6 7100 34 of 44 CHECKED:---ACD-___ — CHECKED: ACD _ CROSS SECTI ONS LANE " ►136* CONTRACT R ECT 333 + 00 880 - - - - - - 880 -- - - i --- -- --- ; -- - ---- 876— mK 876 - ----- - -- --- --- - - - - 21 �_ 1 872 -- -- � -- � -------- ---- fi --- - ----- ;� -- . -- -- „_---- -- - -- �- ----- � 872 T ! `V -- -- - -- - -- -- t---- 868- - -- cn ,Ln co t 864 - - - ------ - -- ---- - - -- -- - - r --- - - -- ----- -- - - -�I --- ±--- - - --- 864 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 332 + 74 -- -- - - -- --- - - - --' 880 880 - - - - - t - -- -- - - - i c0 fi 876 y c0 T 't- ------__ !,__ __ - _ _--- - --- --- -- -_ -____ -- _ -- _- -- - - - —- 876 _ - - -- 1 t Q- 2 -' 872 � 872- 868 -- - - - -� --- r =i k, - -- -- - 868 864 _ -- --- - - - - - - - - -- - -- - --- - - -- - - --1- - _ - 864 00 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 332 + 64 880 r ---- -- -' ---- --- 880 co �, j co 876 _ - - - t- - ;-- - - - - - -- - __ - 876 872 --- ----- ;--- ------ - - - -- - - --- - - - - - - -- -- 12" fl - -- - --- � - - - - - 872 - - �, t -- -- -- - - - r- - - _ 868 -(o Ln {- ---- - -- - - ---- -- - - -- I ' � -- --� 864 - -- * - - - ---- - - -- _ -------- ---- - -', 864 -60 -50 -40 -30 -20 --10 0 10 20 30 40 50 60 70 332 + 50 ® + - 880 �o-z�, ----------- -- -� ------ ±- - -} - fi- --- 880 co cn r7 876 - ------- -- ----- — - -- — - — 876 872 -- - - --- -fi - - --- - 872 868 -� ° � - 868 co Lc) --- -----_------00- oo 864 - -------�-- -- -- � J 864 - - -- --- -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 332 + 00 880 -- -- - - -- --- - -- - - - - --- ---- 880 876 872 - ------ -- --- _ ---- _-__ -- -- --- - - -- ----- -- - ------ - - -- --- ---- -- - -- ------ -- -- - --£�------ -__ -_ -- _-_� - � 868 - --� -- - -- ----- - � -- - - - 868 cD 0 864 - --- - -- -- - -- - --- -- -- °-o- oo - -- - ----- -_- --- -- - -- - 864 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 331 + 70 880 - -- --- -- -- ----- -- 880 876 - --- -_ _ - - - -- -- -- ---- — - — 876 ----- ----- ---- - -- --- ---- - -- -------- - - --- 872 - - -- -- - --- - 872 868 - I---------- - -- -- ---- ---- - - - - - 868 864 ---- -- - - --00 -00 --- -- -- ----- 864 -70 -60 -50 -40 -30 -20 --1 eJ 0 10 20 30 40 50 HORIZONTAL SCALE BRIDGE FILE Hisloia, Fort. Harrison CITY OF CARMEL 1„=10' 8901 Otis Avenue VERTICAL SCALE DESIGNATION Indianapolis, Indiana 1 =10 -16316 I03 7 sa 1-866-973- 7100 DESIGNED: SSB — DRAWN: SSB 136th STREET SURVEY BOOK 35 of 44 117 826 7100 /� CHECKED:-,--ACD _— CHECKED:_ ACD __ _ _ CROSS SECTIONS UNE *A136” CONTRACT PROJECT - 06-07 336 + 00 884 T 884 T 880 � - --�---- - ---------� ------- ------- g 876 - - --- --- - - - - - - -- - - - --- -- --- ---- - -- 876 I I I I 872 - - ---- { - L -N - - - - - - �--- 872 r - -� -- ------- --- '----------- ---- -- - - - ------ 868 -- -- - - - 868 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 335 + 50 _ __ __ _- --{ 880 880 --- - -- - -- - - - - - - - - - -1 - - -- - - -- - ---- --- - 876 - - - --- -- - - - 4---- --- r- -- -- _ - - - -- - - -- - - - -- -- ---- - - -- - --- -- -- - -- 876 872 -- - -- --- - - - -- - - -- - -- --- - -- - -- -- - --- - __ - ---t----- --- ,- ---- -- -- -- - _. _ -- ------- -- 872 fi -- � 00 t --- E - --- -- -- - - - - - - --- - - - - - - --- - - - - - - - 868 868 c -70 -60 -50 -40 -30 -20 --10 0 10 20 30 40 50 60 70 335 + 00 ----- ---- 880 -- - - 1 -�-- --- - - - --- --- 1 _ 876 ------------- CO--- - - - -- - --- - - - - ---- ----- 876 -;-- 872 -- - - -~ ---- t-- - - -- -------- - 872 - - - --�- - -- - - --- ---rt -- --� ---- - `- ----- r - - - --- - - 868 - - - -� T!, - - -- -- -- -- 868 yy �, r 00 m -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 334+ 50 880 - -- -- - - ----- - - -- -- - - fi -- - 880 876 - - 876 872 --- --- _ __ --- -- - -- -- ----T --- --- - - ---r _ - x -- -- --- - - + --- ------ - - -- 872 868 - - - - - - ------ --- -� -- ----- - - -- - 868 00 00 �- - �- - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 334+ 00 880 -- --- - - T _- --- ---- ---- - - t - - - -- - - - ---- ----- ----- - ------� 880 876 - --< - — - --— - - - _ - 876 872 r-- - -- -_ --- - --- ------- - -- -- M - --- - ----- - - - -- --- ---- - - 872 -- ---- fi----- - - - 86 8 �- --- - - -- - -f - -- --- -- --- ----- -- ! c ! co i -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 333 + 50 880 - --- -- - - - - - -- - -- - - - -- + - -- - 1 880 876 _ 876 -- - - 872 872 2199 -- - -- ---- 868 �- ---- ---- - -_ - - --- ---- -- -- -- 868 co � } 0 ;00 864 �- --- -- - -- - ---�- -- - - - -- -- - - --- -- - - - - --- - - - --- - -- --- --- - -J 864 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison OF ARIM, 1°=10' 8901 Otis Avenue VERTICAL SCALE DESIGNATION Indianapolis, Indiana 1 =10, 16',l1G 1037 L"Milk di!A 191 liiiiiiiiiiiiiF 1 866 973 -7100 DESIGNED:- SSB - DRAWN: SSB 136th STREET SURVEY BOOK 36 loft 44 317 8`'E� i'10U CHECKED: ACD —_ CHECKED: ACD CROSS SECTIONS LINE *A136" CONTRACT PROJECT 066-07 338 + 50 884 884 880 880 ---- ---------- 876 876 872 872 0 2V 868 868 c6--i r�- co co 864 864 — ----—------ - -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 338 + 00 884 884 880 880 T' 876 t 876 872 872 " 2T 868 -r-- 868 co co -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 337 + 50 884 T 884 880 880 876 876 4 872 0 872 L" 1. 00 -co - - 021 868 1 � L+ -- -- 4 --- � �" - �-��-'- - - _- - - �-_- -868 ------ -- ---- 06 oo ---- --- -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 337 + 00 884 23.0' 880 07, -1 �o -10.0 -2. 880 884 876 876 23 2 M +07 COW. -DR.---LT. -00 872 872 00 2 -4 00 r- tl- 868 868 00 00 868 - ---- - ---- - ------ -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 336 + 50 884 --- —---—-------------- 884 F 880 88 0 876 7 876 + 872 t 872 1 -0- 2-1"4- I r--z �r-� i i ''I - - i - - 858 868 -r- fr, 00 00 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 HORIZONTAL SCALE BRIDGE FILE Hlstorl(: Fort, il,irt'llSoll ffff OF CARMEL 1"=10' 8901 Otis Avt-,iiu(, VERTICAL SCALE DESIGNATION 1 =10 Indianapolis, Indiana -16216 10:17 SURVEY BOOK SHEETS 1 866-97-'3 7 37 100 DESIGNED: SSB DRAWN: SSB 136th STREET -F- of 44 memo, Schrek*w )17 U26- 7100 CONTRACT PROJECT CHECKED: ACD CHECKED: ACD CROSS SEC11ONS LINE *A136" 06-07 341 + 00 - _ - - - 884 - - -- - - _ __ - --- - - - - - 884 i 880 � i 880 876 - - 876 -- - - -- - - F - - - X12 - - . - -- - - - - 872 - - " o- - 872 LO LO -�, i _ - - - - d-211- - - -- - 868 i � I r- i� � + , - - --I 868 — 00 �,a,-T�P ! --- -- - -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 340 + 50 884 _.---- -- - ---- ----------- -------- - - - --- -- ---- 884 880 --- ---- -- - _----- --- - - --- - -- --- -- ---- --- -- -- - --- -- --- - -- -- - - -- - - ----- -- - r - t U-) t 880 876 - - -- - ---- -- -- ---- - - -- --�- -- --- -- - ---- -- -- - - --- - -- --_--- - --- - ------ 876 872 i _ --- -- -- - - -- - - - - - - - -- - - -- -- - - - - � -- -_- - ---- - ----- - ----- _- --- - 872 fi � + 868 -- -__- --- - - - --- - ----- -____ � - - __ - `- °- - --_-- -- -- ------ - + - -- -- - �1 - __ ---- - -- - - - 868 -- - - t c0 c0 .� T( I + 864 - - _ _ - 00 ao -_ 864 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 340 + 00 884 - T I-- - T 1 884 880 ----- -- - - -- -- -- - _ _ 876 _ ___ _ 872 ---- -- ----- - - -- ---- - -- - - --- - -- -- - - --- ---t -- --- � _ ----- - 872 868 ---21 - - -- 868 864 - - - - - -- !- - - - 00 l 00 --- ---- -� ---- - -- -- ------- - -- _�-- -----� 864 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 ,339 + 67 880 - 19.0' - ------ - - --- --- - -- 880 876 � - � --- - -- o ---- --- -- -- ---- --- -- - _ — - 876 +67 COMM. DR. LT -- - --- --- _ — 872 - ------ - -- ---- - - -- 872 868 - --00 r- - -21 ' co cn 868 864 � - � - --- - ----- -- - -- 0 00 --- ------- - -- - 864 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 339 - 50 880 880 876 -- - --- -- ----- -- - - ---- ----- -` - --- - 876 - - + _ - - - - -- j. - - --- - -- - - f --- ---- - - -f - -- --- - ---- 872 868 o rn 21 - -- -- - -- -- 1 8 68 864 ---- L-- --- - --- -� ---- ------ - --- -- -- --- --. --- -- - -- - - --- - - - -- - --- ---- - - 864 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 339 - 00 884 - - ---- -- -- 884 880 --- -- -- -- - ---- -- --- - - -- -- -- - - 880 876 - -- -- - -- --- -- r 12-- 876 872 - ------ --- -------- --- ---- 872 868 - t 1 ��1 � F -- - 868 00 00 864 - - - - - - - _ - - -- - -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison OF CAE 1"=10' H901 Otis Avenue VERTICAL SCALE DESIGNATION 441 Indianapolis, Indiana 1"=10f 46'—,116 10'3"r S 1 -866 973 7100 DESIGNED: SSB DRAWN:- SSB 136th STREET SURVEY BOOK SHEETS �31 7 H�?6 " 100 — — -- 38 of 44 CHECKED: ACD _ CHECKED: ACD _ — CROSS SEC11ONS UNE "A136" CONTRACT PROJECT 06-07 342 - 50 - - - - - _ -- - - -- --- -- - -- - - - - - - - 884 884 - - -- - -- - - f - - - -- --- -- - - - - - ! - - - - -- - - - --- _ - - - 880 880 - - - _ - - - - -- - - - -- - r 876 876 r - fi- - --- -- - 872 I - - - - 872 2 -- N N - - -- -- - Q- p' - -- -- - - - - - i - - - -- +- - - 1 868 868 J -L EF. - - - - -- -1 - - - -- -- - --- 864 864 - - - - - - -80 -70 -60 -50 -40 30 20 -10 0 10 20 30 40 50 60 70 80 90 100 342 + 21 -- -- --- , 880 880 - 30.2' - i - ! �I -- 2F,$' - I - -- -- -- -- - - - - - - - - 876 - _1 2% - ! - 1.5% f 876 _ - +1. - -- - - - - I- ,_ 872 872 '�� _ - - VILLAGE DRIVE 12 - Ir BENT E WAY 1 - 0 { T - ! -- 868 868 - - - ' I C F - - 1 °° 1°° - - - - - - - -I - - - - -- -- - - -- - - _ - 864 864 - - - - - - - - - - -- - -100 -90 -80 -70 60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 342 + 00 -- - --T - - - - - - - --- - - - --- - -- - 880 -- -- - 17.9 -- -- -- - - - - - 880 � --T - � - T - _ 29.3 � 76 - - 876 - -- - T t + -�.D� 1 t 2.0� — — — - -- ---- -- --- 872 - - - BEN LEY - -- - rt 872 -- 868 + -- 1 --- -- j - -- - d - ---- - - - -- - —-- - -- - -- 864 I- - 70 80 90 100 64 co co -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 341 - 81 - - ---- _--- _ - - --- - _ _�--_-- - Sao - - - - - - - - -- --r - ---- - - , - - -- -- 38.0' 880 - -- -- - - T- - -- - - -- - a 876 -- -- -- - -2.0 - - - -- - - - -- - - - - -- 1 - I -- - -- -- - --- - -- -- - - - -- - -- -- -- -- - - 872 872 - - - 1- --- - - - -- ! - -- - - - - - -- -- - - - - - - BEN-T EY--WAY - -- - --- --- - - -- t - - - - - -- - --- r, 868 864 �- °° -�- —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 80 90 100 341 - 50 - - - - - - - -- - - - -- - - - - - - - - - - -- - - - - - - - -T - - - --- -- r - - 884 884 -- N ----- - - l --- ---- - -- - - - - --- -- __- - -- - -_t° 880 i t - { + ; 880 - - --- - - -�o - - - I- - --- - -- -- - -- - - r cn f - - 876 876 -- -- - � '-- - - - -- -- -- - -- - -- -- -- Q - �- -- -- - - --- a -_ - 872 872 -- - - - -- -- - - - j- - -- 2- - - --- - 1 t- - - -- -- f - --- - - --- - - - - - - , - - �- - o �� - - - - - -- - - -- --- - - 868 Lo 868 -- - - - - __ ---- -- -- - - -Lo - - t- ---- - - - - _- - -- - --- - - a' t - - °° ao - ! - 1 - - - - - - - --- !-- 86 4 - - - - _ -- -- - - �- - -- - �-- - -_-- -�� 864 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 ,341 + 40 - - - - - --I 884 --- - - ---- ,--- - --- - -- - -- -- - - -, - - - - -- -- --- - - - ---- - -T --- ---T-- - -- 884 - _ 880 - --- - - f - - _- - -- - --- - --- 1- - - - 880 - - - - 876 876 - - -- - - -- - -- r' - - -- - - --- - 872 - - 12- - - - - - -- - - -- -- - ;- - --- - 1 N N ' - - --- -- -- -- --- -- -- -- - 868 868 -- �- -- - - 1 - - - -- - -- _- Lo �n 864 -- -- - ---- -__ -- - � - - --_ _ --- --- -� - - - _ _ ---'�- - -_� -- - - ----�- -----�--- - -- t-- - �---- � - -___�---- ----!-- ----J 864 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 HORIZONTAL SCALE BRIDGE FILE Historle Fort. Haz,rison CM OF ARIM, 1"=10' 8901 Otis Avenue VERTICAL DS�CALE DESIGNATION Indianapolis, Indiana 46216- 1037 SURVEY BOOK SHEETS Schrmidw 1 -866 9U 100 DESIGNED: SSB ---- DRAWN: SSB - 1 36th STREET REET 39 lof 1 44 317--8216 'I00 CONTRACT PROJECT CHECKED: ACD CHECKED: ACD CROSS SECTIONS LINE Ai 36 06-07 343 + 88 -- 0. - - - 876 14 - - - - - - j - - --1 876 _ - +2.0% v — - - + - - -- - - - -- 872 -- - -- - - -� _ - — --- - 1 872 +67 RE ID. APPR. LT. 868 868- � -- - I T-- vi vi -- --- j------- 864 r -- -- -- - --, - - - -- - -� - --- - -- ----- -- ----- - ---- 864 -- a -� -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 343 - 50 880 -- � � i - ---- � -- - � 876 -- --- - -- - - -- - - - } ---- -- - --- - - -_ - - ------ -- -- --- - -- -- - -- --- + - - ------ 876 872 - - -- - - --.- - -- - -------- - 872 I - --- - -rt --- - - -- 868 - - - - -- - - - - - - -- -- - - -- - -- - } - - - - -- - -- - ----- - ---- -- ---- ---- -- - -- -- --- 868 864 - ---- - ---- - -- -- - --- -- - - --- - - -- -- 864 --- r-- - o0 00 - fir-- -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 343 + 17 880 T -- - -- - _ __ r ------ 880 7 T 1 9.0 - 876 - - - - r---- -- - - - - --- - - - - __ ---- � ---- --1 � 876 872 - - ------- - - - - -- - --- - - --- -_ - - --- --- ------- -- --_ _ _- �--- --- - - __ -- -- --- - 1---- -�� - � _--; 872 868 -- - - - - - --- --- -- - ---- -- - - - - - - _ ---- ---- - - ----- - - --�- --- --- ------- - --- - -- --� 868 I 864 - -- --- -- ), oo ao --- - -- 1 _ TE 1 864 - -_ - - _ - - - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 343 - 00 880 __ ____ - ___ 880 876 - _. -- - - -- --- ---- - -- - - - - 876 872 - ----- -- ------- - --_._--- - -- --- __I._--- -- -' 872 868 - ------ t - - --- ------- -- --- ao 00 - - -864 -- -- - - -- - - -- - -� 864 -- - - - ---- --- - 1- -- - 1 - --- 00 oo - - �- ----- --- - - - - --- -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 342 + 78 880 - --- ---- ---- ---- --- --- - -- 880 876 8- -- - -- -- - -- � -- +} M ------ - 76 r— I 872 - --- - - - - --- ---- - -- -- --- -- - - - - - 872 12" ---- ---- j - I 12" o o 21" -86 8 4 21 864 - - - - - - - --- -- - - - - 1---- - =---- -- - - -�- -1- 864 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 342 + 68 884 - - - - - --- ----- - - - - I - -i - - --- - 884 880 - - -- 876 -- +- - - - - - _ f - - , - 0a + - - - f - - --- - - --- 876 — — f 872 I O I --�- f I I 872 I I -)) -_ _- _.__ ___ -.� O _�)) - p -12„ ! 12 - - - - _ 868 - - - -- - -- - -- -1 2 T - ---Q 21; - -- - - - - - - - 868 1 864 _ - - 1 fir,Tom: _ --- I -- 1 864 - - --- -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 HORIZONTAL SCALE BRIDGE FILE Historic Font Harrison CITY OF CARML 1"=10, 8901 Otis Avenue VERTICAL SCALE DESIGNATION 44$ Indianapolis, Indiana 1 =10 1(211G -1037 Sd i -8613 973 7100 DESIGNED: SSB_ _ DRAWN: SSB 136th STREET SURVEY BOOK SHEETS 31'7 8'6 '7100 �+ 40 of 44 CHECKED: ACD - CHECKED: ACD _ — CROSS SECTIONS UNE "A136* CONTRACT PROJECT -- 06-07 345 + 82 - - - - - -- - --- - 16.5- ' - - - - - - -- -- - - - - -- r - - - -- 872 - - - - - - - -- -- - - - - -- 872 -- -- 2 0% I 868 _ - --- - - - - T- - - - - -fi-- - - - - - -- - - — ------ - - - - 868 -+ t - --- _ - - ---1 864 -- -- - - ,O 864 - ----- - 0 --- - _ ---- fi -- ---- - -. --- -- - -- - co -- - t --- -T -- -- -- -- -- t 1„ --- - - --- -- - - - -- --- - - -- - - - t r _ -- 860 --- - - -----� - 860 - - - ----- -- r - ---- - -- - - . rt -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 345 + 50 876 r 876 LO — --- — — ------ — -- —. — -- — — — ——CO _ --— — — -- — — -- t -- — a - -- -- -�-—-- - --- -- - - - - 1 °° 872 - - — — _ ---�-- 871 868 --- - t - - ; __ - --- --- - -- --- 1-2" --- ---- ---- -- - --- - -- ------ -- --- - - - 868 864 r - - � --- - - - -- -- - --- -- - - -� �a -- - - - - -- - -- ---- -- --- ----- --- ---- - ------ ---- - - -----i 864 -- - - - -- -- - - - -- - -- oo -- -- - -----. -- -- ----� - -- ----- 860 -- rt - t— -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 345 + 31 876 - -- -- 17.3-1 T- 6 - - -- -- T - T - - -- ' ---- -- - ;-- - -- - ---- - - - � --- -- -- -- - -- -- --�- ---- - -- - -� --- _ --- -t --- -- --- --- ------- -- - - - -- --- 872 872 — - — — + rt T --- -- - -- --- -- - -- -- ---- - -- - -- --- - - --- - ------ _ t — - - _ - --- - - -- -- --r -- - --- --- - -- -- -- -- - - -- — ---�---_ --_ - — - --I 868 r 864 - - -- --- 86 4 -- - --- - - - - --- - - --- --- - -- -- - ------ - - - -- - -- - rt--- 860 'r-------- - rt-- - - - - -- f --- ---� --------- ---- t °- T� --- - - - - - -- --- -- CO CO 860 � t -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 345 + 00 -� -- 876 - -- - - - --- -------- --- ---- -- r---- -�- - _�--- -7 876 -- - 872 ---- 868 - - - _ — — 868 864 re) � - 864 lot r -- - - � -- -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 344+ 50 880 -- - - - - - ----- - - --- T - --- ----- - ---- 880 876 _ _ - ------ -- - -- - -- ------ ---- 876 I, --- 872 I� - --- ----- - --- - --- -- - - ---- ------ ----- �--_--- ------- -- 872 868 - - - - -- --t---- -- --- -- + - - - - -- - -+ -- --- - ------- - ----- - - —--- - - -------- --- -- + 868 ---- _ 864 86 �-- -- -- - -1--- --- ---1------- ---I - ----- -00 100 - ---- - -tea, - - 860 --- - ----- ----L - ---1 -- -- --- - --- ----- I -- ----- - ---- - - -- � 86 0 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 344+ 00 -- — — --- -- -- ---� — — -------- 1 876 -- -- 1 --- - -- - -- - - ---- -- ---- - -- - - � -- -- -f-- - --- -� 876 872 _.-- -- ---- -- - -- - --- - - - - -- -- - - -- -- - - -- - -- 872 86 - - - -- - -- - - 00 8 --- --- - --- - - - � -- - ---�--- -- - 868 i 864 F - -- 1» - -- -- - - -- 864 �" - ---- �- - -- - - -- - -- ---- -- --- - -- -- -- - - - ----- -- 1%- � r ,_ --- --- - - - - ---- -------- --- _ -- -- -- -- -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 CM OF C AMM 1"=10' 8901 Otis Avenue VERTICAL SCALE DESIGNATION Indianapolis, Indiana 1"=10' 16` 16 1037 1 866-973-7100 DESIGNED:-SSB DRAWN:- SSB 136th STREET SURVEY BOOK SHEETS SchrxWw 317-8`26 1'100 — 41 Tofl 44 -___- - CROSS SECTIONS SINE "A136" CONTRACT PROJECT CHECKED: ACD CHECKED: ACD 06-07 347 - 60 - - $ - _ i 00 I ul'>Dtic,l '11<F z� s �/ ; 1 L1Illr� OLL IIFa 868 868 00 Czzbc Y)rLS86 4 j 864 r -, , - ---- ----- -- ---------- -----,- - - --------- -�- - - �'T_1 IIUh �- - �- C t 1 �� r I 861.7 _ C'� I' PILL Ct T FILL - - - - - - - - - + 860 �- - - ---- - ------- - -- - - - - - - - 2. 1 2. 1 9 - - - 856 � i_ + _ - - � N N - -- - - ---- - - - � -- 856 ; , , +-,.� � �, �..� � 21- - - - - �-1�- - I r - - - _ { _f = -- - --- --- -- - � 1 ` e v�,T- . I -� r '� 00 00 - - 1 ---- Z { --- --- -- c; -- 852 _ _ - - �' � , -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 , - %2 '�% r� .8 21 3.9 852 �-- �- - - - - - -- U. 6U. , /5.3 274.0 l 4 - - �- - - 82.0 372.8 1 - 4 82.5 6 ' F 347 + 50 t - - - - - -- - -- -2 1 6 - -- - - -- 2189. 2 - - - - - - - - I - - - - - - - - - 1 - - - - -- - 3202.0 868 - - ! { - 86S - - `- - -- - - - - - I 4. 864 864 I � l d 4. 4 5 1J 5. 3 - 860 862.20 860 4 r'4. 4r 14. 1 - - - - - - - Q 21 --- , -- - - o 0 856 - I -- - f - - - _ - - -- - - - .- - 856 - �5 - - - -- - --- - --- - - --- - - - - - - c4 ca - - -- 1 _ rbHTCI L 48 �t !. I 00 �.%�)+ _i j I t - - - - - - - - 852 - -- - -- - - - - - - _ _ - - - - - -- - - - -- 852 - - - - - - - - - - - ---- - �, c,.4 1 1 4.2 49 2 7. 1 90 80 -70 -60 -50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 8+��, ; 2 4 - �- J.8 6. 1 117.9 4933.2 9 I - - ---- - --� - --. - 4 4.3 70.6 162.2 5003.8 - �2.9 r 67.4 218.0 5071 .2 34735 -- 43 U 29 9 260.9 5101 .0 9 8 J .') 1 % - - - - - ------- -- -- ---. - 8.0 276.5 5109.0 -- -- -- 18.7 + 868 E - - -- - ---- - - - } - - - - - - - - - 868 - --- --- - - -- --- 1 14.5 i 6. 290.9 5115.9 i � iI � � 1 + - 0 -- , . - ., 85 J1 .4 80._� J14I. - --- -- 864 -- -_ - - - - - - -- r: ,.,8 - - - - -- - - - - - -- - - - -- - - - - -, - - -- - 8 415.3 5115.5 -- 5 � +35 RES D. APPR. T. 862.80 -- - - - - - - - 31 1 +! '; F 16. - - - -- - -- ---- -- -- - -- - - - _ - - 860 860 - - Q - -- - - -- - - -- _;.3 -- 34. 520 � ,n i � � � 4 565 5 1 1.6 2(--).5 - -----� -- -- 5 2 3 856 - -- - - - - + 856 - 41 6 21 4 606 8 1 3 00 00 _ - - - - - 1�' t - --- - - - ---- - 31 1 + ,�'`, 41 , 7 - -- - ----- --- - - --- - - -- --- - - --- -- - - - -- 22.1 648.4 5253.4 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 31 2+00 4n.1 Z/-- 0 7 , a r- 88. 41 .9 736.5 5295.3 -. 4 1- -- - - --- � 2 + � .0 Z - - - ---� - --- 91 .4 41 ,9 827.8 ! 5337.2 3 3-fi U 0 1 .6 22.0 - -- -- ------ --- -- - - � - 10 7.2 33.1 935.1 5370.2 71t ` c 64 2 3 -- - �---- - -- 1 3 5 0 I 15.2 1070.1 5385.4 347 + 00 - � - -, - -- -_ _ _�s, u i 1 .1� 1108.U _�3 8 6.4 868 T - - 4+ 1- ---- - - - -- -- - -- -- --- ----- i r � - - - - - --- ---- -- - -- - -- --- - - - - - - -- - _ } 86 8 - 118. 3.6 1 L 2 /.0 5390,0 > I i n 'c �J o 11 u - J 864 ,--- - -- - - - - - - r �- 7 ---- --- -�-- -- ----t ---- - - - 1 �4 �_� ,�9.8 1487.8 5 4 5 2.8 - - - -- - - 86 0 --- ----- -- ---- - - „ -- - ---- -- - - - -- � ------ - - -- -- - - - -- ---- - - - 860 _. _. . _,.�_, L . _" 12 4. , � 43.6 1612.5 5496,4 Q � , 1 � 5+� (, 8 i 6 ------------ d d - - - - - + ----- 129.6 44.8 1742.2 5541 .1 856 1 00 1 - - ---- - - _ - - - -- - -- _ -- -- , 1 , :.. �. �' ' 9 ' 126.0 40.6 1868.2 5581 .8 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 311 �j 65.0? 1 . --- �- - _ - �-- -__-�- 11 r;, ,' I, 41 .4 19 8 5.0 5623.2 �- - -- - - -- - - --- - . 1 1 0.6 4-C).'� 2 95 7 5664,1 - - - --- -- �J =l - -- - 33.1 2206.3 5697.2 - - --- - - 1 1 2.8 29.8 2.519.U 5727.0 346 + 50 --- -- - ----- - ------- < (� 1 -- -- t - 1 - - -� %8 '> 43' 8 155 2 872 - --- - - - - - - - - - - - - - -- - - - - - 1 872 19 6 2. '11 1 - -- -- 1 --- ----- -- 1 8 51 2 - - - -- --- - - -- - - - - -- - - - - - - - - - - 1 - - --- --- -- - - - - - - - --- - _-- I ' 868 +u'' `> 1 5 868 - _ � - - -- - - ----- ---- ` � 1 _ - _ _ -- -�-- - - - ----- � _4 2 6_5 2`..9 4. �7 8 4_U � i , 864 ---- - -- - - 860 - -- - - - - -- - - - -- - �" _ -- - - - - -- - - - --- - - - -- - - -- 860 856 - --- -- -- -- - - ----- - -- --I- 856 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 346 + 00 -_- - '8 7 2 -- -- - ------- --------- -- --- --- _ -- -- - _ ------ -- --- - --- -- --- --- -- - - - - - --- - - - - ----- - 872 868 -- -- - - -- ---- - - ----- - - -- - --- -- -- - -- --- ------- 868 864 ---------- - -------- - - - - - --- - - -- - ----- ------ -- ; 864 00 00 860 -- _ ----_-- - --- - - ---- -- - 00 0-0-- -- - 1 ` _ -- --- - --- -- -- -- - - - -- ----- - ----J 7 860 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 HORIZONTAL SCALE BRIDGE FILE Historjc. Fort Harrison fff OF C L 1"=10' 8901 Otis Avenue VERTICAL SCALE DESIGNATION Indianapolis, Indiana 1 =10' 46216-1031 ' r. 136th STREET SURVEY BOOK 42 SHEETS 44 � 1--866-9�� x100 DESIGNED: SSB_ ____-_____ DRAWN: SSB 31'7- 826 -1'100 p CHECKED: -ACD CHECKED: ACD _ --- CROSS SECTIONS LINE *A136" CONTRACT PROJECT 06-07 I�H,a tiOLt I1L._ C L �1LL�17lIF LOLU�IIE" 864 t - t rt 864 _- - - ! � .`�c�rl��rF. l F.F f, <,�Ibl�_ Y'��rd� � C,ublc Yards F _ - - _ - 1 t - . i - - -- - - -- - - - ----- - - -+ 860 - 860 �' -- -- - --- � - - - - --- - �- Ct,T FII I, r r 17 LL CUT FILL -� - I - 1 1 - 7 7 2, n 95.8 10 2689.8 5794.6 856 856 ' � I 2;l + 5 852 rt 2fi - --- - t- ----- ------}�- - -�__- ----- -- -- _ - -- - 8" EXIST. - - --- - ---- 852 1 _ r,. - 18 1 .�.8 5809,9 -- -- -- r� - - '- 8 EXIST. 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L------ 11 6 0,6 + 80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 -7 ----2 - -- ! 9 06,8 7131 .9 I zj (J F -71 -11 Cl J. 9 0 C -9 350 + 00 8 864 64 + - i - - { --- - --- 860 860 856 856 852 852 8" EXIST. 8 848 48 00 00 L _LG Aa ---- -- - 1 - 8144 844 -70 -60 -50 -40 -30 -20 -10 0 10 20 30-- 0 40 50 60 70 80 90 100 HORIZONTAL SCALE BRIDGE FILE Historic Fort. Harrison (;Irff OF ARNM, 1"=10, 8901 Otis VERTICAL SCALE DESIGNATION Avenue 0 Indianapolis, Indiana m=1 0 46'216- t 0:')7( SURVEY BOOK SHEETS 1 866 -973- 7100 DESIGNED: SSB DRAWN: SSB IL ij 130"Ah STREET 44 of 44 Schreldw 8'6 7100 CONTRACT PROJECT CHECKED: ACS CHECKED:-- ACD CROSS SECTIONS LINE *Al36* 06-07