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106th St & Gray Rd Roundabout Road Plans
BOARD OF PUBLIC WORKS CARM E L, INDIANA CITY OF CARMEL MAYOR JAMES BRAINARD INDIANA LORI WATSON ROAD PLANS E - MARY ANN BURKE FOR 106th STREET & GRAY ROAD UTILITIES N a Car el Dr -� � � o�c o Q Lake Point Dr � �,� � 0 re °0 do r O m Brooks i ° a � HAMILTON a COUNTY°SANITARY SEWER & WATER: Carmel City Utilities o - S merset Way of �� One Civic Square f- w o o �, r-- ��, _ �o Carmel, IN 46032 Cr mso Ct L ° v 4 Quo Contact Person: John Duffy Y Sil er Ma Ct 317-571-2451 L v _ o �- L Fax: 317-571-2462 > m 116th St HOLEY MOLEY SAYS � L e � Indianapolis Water Company Wa n W y �e o a DON T 1220 Waterway Boulevard Q W I P y 0 Creekside Ln < �1 DIG � a BLIND" Indianapolis, IN 46202 a, od pr ng ro •o 317-264-7712 0 0 �' C i o o reek o TELEPHONE: o °' o -*- a Wood ide Ct GOO\ �� - ca n n S _°, ° Q) -� Ameritech cn Brian PI 0 5870 N College Avenue O� o, Emily Way L �. o v Indianapolis, IN 46220 ollshore Ct o m �a °� "IT'S THE LAW" Contact Person: Steve Krebs o of ' g S rings C v o 0 317-252-4275 0 o d s h re Ct o P n l a D r O G� CALL 2 WORKING DAYS BEFORE YOU DIG Fax: 317-252-5000 _0 a 1-800-382-5544 Rolling pri gs Dr R Ilin S rin Dr a o Z CALL TOLL FREE 4 Rege cy PI SCALE 1" = 1000' PER INDIANA STATE LAW IC-8-1-26-1 Time 31 p g Brunswick Dr WO d reek Dr TT SEQ. AS AMENDED AND SUPPLEMENTED, e Warner Cable W h I S e l n T r IS AGAINST THE LAW TO EXCAVATE �O WITHOUT NS TWO (2) WORKWORKING Indianapolis, IN 46218 O UNDERGROUND 3030 Roosevelt Avenue 1 Ot St LOCATION SERVICE DAYS BEFORE COMMENCING WORK. Contact Person: Tony Holmes p'k Kin s o est woo 317-632-9077 Ext. 324 v L He sel Dr C adw ck Dry tin ton D Fax: 317-632-5311 �° G St harles Q� o GAS: o to ning St Vectren Energy. Delivery \ INDEX P.O. Box 1700 -Y ,q) v o Noblesville, IN 46061 -' Dr E 106th St Q eC SHEET N0. DESIGNATION Contact Person: Don Perdue 317-776-5534 Birch C nyon r v 1 TITLE SHEET rz Marathon Ashland Pipeline eriq 2 TYPICAL SECTIONS Brec e rid e Dr 9322 W 30th Street 104t Cr eek � Indianapolis, IN 46234 3 MAINTENANCE N A NCE OF TRAFFIC Contact Person: Gene Baker Northbr L 3A DETOUR FOR 106th STREET CLOSURE 317-291-9460 Ext. 237 o Woodmil ek �, Fax: 317-291-9777 Maqua Ct o G1 o~Q �°,�� Woods Cre :� 3B DETOUR D o ,� z Blue OUR FOR INTERSECTION CLOSURE ELECTRIC: a4 ersto e A i to Ct 4iQ, 9O 4 PR-A PLAN & PROFILE - LINE Indianapolis Power & Light Co. °' Oo � �.. 1230 W Morris Street o ° Nev Ln 5 PLAN & PROFILE - LINE PR-B ° PROJECT Indianapolis, IN 46221 Colon � LOCATION Contact Person: Janet Snodgrass 6 PLAN & PROFILE - LINE C 317-261-8617 a ahoe grid r Dr Bracken Ct o 7 Fax: 317-630-5625 CONSTRUCTION DETAILS E 98th S CINERGY PSI: Z 8 PAVEMENT MARKINGS AND SIGNS 1441 S. Guilford Bauer Dr 9-16 CROSS-SECTIONS D Carmel, IN 46032 � L Contact Person: Dean Groves 317-581-3041 HAMILTON COUNTY, INDIANA INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 1999 TO BE USED WITH THESE PLANS DATE REVISION 11 1 02 1 ADD DETOUR SHEETS; ����11111111/�j� / / REVISE RAW, CIRCULATING Historic Fort Harrison PLANS � ' iSC* OF�y ��� 8901 Otis Avenue Q`':_ �o F`� DESIGNATION ROADWAY TYPICAL SECTION, PVM'T REMOVAL, PVM'T Indianapolis, Indiana PREPARED BY: THE SCHNEIDER CORPORATION = No. MARKINGS & SIGNS, AND LINE "C" CROSS SECTIONS. 46216-1037 DATE = 10100226 = i STATE OF W\ SHEETS 11/12/02 CORRECTED GEOMETRY OF LINE "PR-B"; • 1-800-898-0332 %�'� �NDIANP ��\ 317-826-7100 F� N��� 1 of 16 CORRECTED LOCATIONS OF CROSSWALK SIGNS. CERTIFIED BY: Z i ���� CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. DATE yw nopr)_ LINE "PR-A" & "PR-B" 1.0 - 14.0' 14.0' 1.0' 12.0 12 0' _ Pavement TRAVEL LANE TRAVEL LANE PROFILE GRADE Combined Curb & Gutter, 26 -� 2% --2% 26 7.0' 73-#5 --+- R2.0' A 3'-05.0' Spacec. o c. APPROACH - SHOULDER SECTION Concrete gutter STA. 98+27.73 TO STA. 98+83.77 AND STA. 102+69.82 TO STA. 103+75.47 LINE "PR-A" Shoulder line 3.0' I�-- STA. 45+05.23 TO STA. 46+78.02 AND STA. 52+55.77 TO STA. 53+76.72 LINE "PR-B" PLAN 0 Curb flowline .25' 3.0' Concrete gutter 0.5' SECTION A-A CURB & GUTTER TURNOUT LINE "PR-A" & "PR-B" 1.0' 8.0' - 6' Min. , Varies 10. Varies Varies '6 Min. , 8.0 2% MAX. 26 Varies 26 3 2% A PROFILE GRADE 26 -- _ 2% 2% MAX. 3 26 �- 0.5' D e K (1y 16 K 15 D Pavement APPROACH - - CURBED SECTION STA. 98+83.77 TO STA. 100+08.82 AND STA. 101+44.82 TO STA. 102+69.82 LINE "PR-A" STA. 46+78.02 TO STA. 49+94.76 AND STA. 51+30.77 TO STA. 52+55.77 LINE "PR-B" B , _ R2.0 B 3-#5 x 3'-0 5.0' Spaced 9" c. to c. Concrete gutter Shoulder line 3.0' I • PLAN 1 0.25' CENTER OF CIRCLE LINE „C» 3.0 �...- Concrete gutter 50' 0.5' 26 4.0' -`'z-�- 18.f1' 4%i PROFILE GRADE 5.0' SECTION 13-13 4%---- 2-� 12: 1 CURB & GUTTER TURNOUT MODIFIED -- 0.5 --�-a 26 '�- 0.5' 31 LEGEND 1 ° K 15 O COLORED AND STAMPED CONCRETE, 6" HERRINGBONE PATTERN, ON CIRCULATING ROADWAY 10" COMPACTED AGGREGATE BASE, NO. 53 2" RAD. l � SOLDIER 60URSE PATTER-4,--W 3• (_ O 165#/SYD HMA SURFACE, TYPE A ON 121/x" --� 275#/SYD HMA INTERMEDIATE, TYPE A ON 8Y4" 71/4" 4" COMPACTED AGGREGATE BASE, NO. 53 O 165#/SYD HMA SURFACE, TYPE B ON 275#/SYD HMA INTERMEDIATE, TYPE B ON 440#/SYD HMA BASE, TYPE B ON 440#/SYD HMA BASE, TYPE B O 165#/SYD HMA SURFACE, TYPE B ON COMBINED CONCRETE CURB AND HMA WEDGE AND LEVEL, TYPE B 15 COMBINED CONCRETE CURB AND GUTTER GUTTER, TYPE B, MODIFIED 16 COMBINED CONCRETE CURB AND GUTTER TYPE B, MODIFIED SCALE: 1 "=1 ' 26 SODDING Ai REVISED 11 1� i02 O CURB RAMP (LETTER INDICATES TYPE) \����IIIIIIIIl7���� Historic Fort Harrison ��N`\��P C• DF���� RECOMMENDED � HORIZONTAL SCALE BRIDGE FILE ASPHALT PAVEMENT REMOVAL 8901 Otis Avenue cISTE F C11 1 ��" �' 1 4"=1 ' f4b �� '�o , F� FOR APPROVAL Z MEL Indianapolis, Indiana No. ESIG N INEER DATE VERTICAL SCALE DESIGNATION • 46216-103'7 = 10100226 Schneider 1-800-898-0332 7J STATE OF Cv '�' 317-826-7100 %/ S/�NDIAN? ����` DESIGNED: ACID DRAWN: JJP _ 106th STREET & GRAY ROAD SURVEY BOOK SHEETS ////;ANAL ��� 2 of 16 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. �mIIII���� CHECKED: JJV_ CHECKED: ACD TYPICAL SECTIONS CONTRACT PROJECT ¢ I I PHASE 1 1. MAINTAIN x NTAIN TRAFFIC ON EXISTING PAVEMENT ON GRAY ROAD AND ON ' 106th STREET T I I \ WEST OF GRAY ROAD. CLOSE 106th STREET EAST OF GRAY ROAD AND UTILIZE DETOUR. 2. CONSTRUCT CIRCULAR ROADWAY A ND APPROACHES EAST OF GRAY ROAD. x I ' , I f . x `I 1 � PHASE 2 x -SALT -- - - — — 1. CLOSE ENTIRE INTERSEC TION- - - - - - - -«�Y�owu — u '�� s�cna�L - - - - - - - - - - - - - - - - - - = AND UTILIZE DETOUR. 24'WAIRLK - -_..-- -�' — — — — - — — 2 COMPLETE CONSTRUCTION OF ALL APPROACHES - 000 000 ooa oac. 000 000 _ • a TWA` x LSE"..V x X GENERAL NOTES: x m ♦ I 1. TEMPORARY DAYTIME LANE CLOSURES MAY BE DONE F UNDER FLAGGING OPERATIONS. I � 2. A MINIMUM OF 10' TRAVEL LANES IS REQUIRED WHERE t TRAFFIC IS TO BE MAINTAINED. LEGEND: I I PHASE 1 CONSTRUCTION r} f I I. I � c i PHASE 1 :cL N O O M N O 3 Historic Fort Harrison \� 3 OR �i RECOMMENDED HORIZONTAL SCALE BRIDGE FILE \ V ' 8901 Otis Avenue Qy cisrE �s ��i » � Pc'o F� FOR APPROVAL f/ CITY OF CARMEL 1 =50' Ln Indianapolis, Indiana _ No, _ ATE VERTICAL SCALE DESIGNATION fn 46216-1037 19300171 IGN ENGINEER ATE Schneider 1-800-898-0332 Ir 7J STATE OF [v 0 317-826-7100 j/.n �NDIAN?'� 'G��•\�� DESIGNED: ACD DRAWN: JJP 106th STREET & GRAY ROAD SURVEY BOOK SHEETS Ln i Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. ���II���� \\`\ CHECKED: JJV CHEC 3 of 16 y KED: ACD MAINTENANCE OF TRAFFIC CONTRACT PROJECT g E 116th STREET w z W W z 0 Uj GGG� G� 0 0 ` -- - XW20- 1 z N ROAD o CONSTRUCTION rrnr- 4 j 1 AHEAD ND / ST TION G20- --------- - 0U R XM4-8 XW20-3 - th STREET XM4- 1 R - - ----- -- 0 DETOUR C D AH�ADR M5- 1 RS o HEAD � R 11-4 ROAD CLOSED ROAD THRU TRAFFIC CLOSED 500' z R 11-2 XM4- 10L DETOUR CD E 106th STREET co�— 500' 500' C:> M co co � 00 4-TYPE 111-8 BARRICADES REQ 'D. END M4-6 DETOUR XM4-8 END M4 6 / END o 106th STREET ohs CREEK j gLUE wp DETOUR X -8 � ONSTRU XW21-5 1106th STREET � � G20-2 SHOULDER WORK DETOUR XM4-8 / XW20- 1 106th STREET ROAD < 0 CONSTRUC110N AHEAD CD z DETOUR j XM4-8 DETOUR XM4-8 106th STREET 106th STREET DETOUR XM4-8 z ,■ 106th STREET > °- ¢ w o 4� M6- 1 S z 0 w LLJ � N � Y = E 96th STREET LEGEN D \ ��� HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ������P C DF�% RECOMMENDED CITY OF C A RME 1 =600 8901 Otis Avenue \��� ���isrEno FF FOR APPROVAL / �� CITY liLillt�u+L VERTICAL SCALE DESIGNATION �--r- TYPICAL SIGN STANDARD TYPE—III BARRICADES Indianapolis, Indiana = No. = SIGN ENGINEER A E NA 46216-1037 = 10100226 = SURVEY BOOK SHEETS TYPE A CONSTRUCTION WARNING LIGHT Schneider = STATE of 4,� 106th STREET & GRAY A R TYPE-13 CONSTRUCTION 1-800-898-0332 DESIGNED: JJV DRAWN: JJP ROAD 317-826-7100 ii�FS "D1A"P c���� - D 3A of 16 STANDARD DRUM WARNING LIGHT Formers Schneider En ineerin Corp. i 1;������ CHECKED: SAM CHECKED: JJV DETOUR FOR 106th STREET CLOSURE CONTRACT PROJECT Formerly g g p. Bohlen, Meyer, Gibson & Assoc. — SU E 0 r r 0 o � E 116th TREET w z w ND M4— w :Z: DET XM4- ROAD TOUR XM4-8 11-4 DETOUR _ \ � CLOSED D DETOUR A Y XM4 8 AHEAD AHEAD GRAY ROAD ROAD CLOSED TO GRAY ROAD 20-3 XW2 — M5- 1LS HRU TRAFFIC 6- 1S DETOUR XM4- j D Tou GRAY ROAD XM4 10L 4i M6- 1 S Q 0 �IQ c� D N r XM4-8 DETOUR D GRAY ROAD DETOU X 4-8 W20—J\ X 20-2 6-3S At 106th ST EET ROAD CLOSED DETOUR M5 IRS ROAD AHEAD AHEAD CLOSED R11-2 /'?11-4 M4-6 ROAD oLOSED /?11-4 ROAD CLOSED END THRU TRAFFIC To XM4-8 DETOUR B— 7ypE ///—B THRU TRAFFIC 4- 10R 500' BARRICADES REQ 'D. 106th STREET — DETOUR XM DETOUR ® 500' E 106th STREET XM4- 1OL 500 �' ' ROAD CLOSED /?11-2 ND M4-6 DETOUR XM4-8 I 6th STREET BLUE WOODS CREE GRAY ROAD M6-3S DETOUR XM4-8 106th STREET Q DETOUR XM4-8 0 M6-3S 106th STREET Of Q DETOUR XM4-8 GRAY ROAD DETOUR X 4-8 R11-4 z CLOSED �■� M6- 1 S DETOUR XM4-8 06th STREE - — ROAD To M6- 1 S THRU TRAFFIC Fo6th STREET M6- 1S z DETOUR X -8 - Q XM4- 10R DETOUR END M4 6 Y GRAY ROAD Q 106th STREET �s z DETOUR XM4-8 M6— S GRAY ROAD ° �"��' M6- 1 S w W Q E 96th STREET / LEGEND N\\ I"///// HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison � �P C i RECOMMENDED TT TYPICAL SIGN STANDARD BARRICADES 8901 Otis Avenue TYPE—III �cisre�a Fes% FOR APPROVAL CITY OF CARMEEL 1"=600' --- ff) TYPE A CONSTRUCTION WARNING LIGHT Indianapolis, Indiana = No. : -ESIGN ENGINEE -- *DTE Z VERTICAL SCALE DESIGNATION _ R 46216-1037 10100226 � EE_ A A TYPE-B CONSTRUCTION Schneider 1-800-898-0332 STATE of cU — NA WARNING LIGHT 317-826-7100 DIAN j�C� NP.'G\�;� DESIGNED: JJV DRAWN: JJP J -- 106th STREET & GRAY ROAD SURVEY BOOK SHEETS Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. � AL ��\\`` CHECKED_JJV CHECKED: 3B of 16 ��v_ __ DETOUR FOR INTERSECTION CLOSURE CONTRACT PROJECT EQU: P.O.T. 51+12.76 9,A P.O.C. 10+9297+00 98+00 99+00 ' 1 , 1 2+ 103+00 104+00 CURVE DATA EQU: P.O.T. 100+26.82 PRI—A CURVE DATA P.I. 103+38.95 "PR—A" P.I. 98+76.92 "PR—A" \ = P.O.C. 11+7 Q 72 I " „ �� EQU: P.O.T. 101+26.82 "PR—A" SECTION 4, A = 12'00'00" LT. T17N, R4E A = 16'00'00" LT. i �' UNE C = P.O.C. 9+89.76 C CLAY TOWNSHIP R = 350.00 SECTION 5, T17N, R4E o � I T = 36.79 CLAY TOWNSHIP R = 350.00 i I \� = P.O.C. 13+03.92 "C" HAMILTON COUNTY , 1 HAMILTON COUNTY T M F Ltd. T = 49.19' N �� +00 "A" L = 73.3Q 4607 116th ST. �, L = 97.74' W ± ' ��~' 2` 85' E = 1.93' INST. # 8$15002 _ , :: -o R/ c�; S.E. = N.C. E - 3.44 �� a. Ira � i� w WARRANTY DEED N a �. I r , �l , ,_ >r _ �° � � + S.E. = N.C. a Q, » ,> , k / F s 117'4 1'05" -� o EQU: P.T. 103+75.47 "PR—A» c0 I i.J4 i; , ,,,... EQU: O.P.O.T. 98+27.73 A 0.5 RT. °' . 89'37`48 + O.P.O.T. 103+63.48 A 0.5 RT. = P.C. 98+27.73 PR—A II CD APP, EXIST. 45' R/W v , i - `,� onSt a +65 4 — R/W 74'30'54" 78'0713 , - - limits J _ s _ ._ 8" STEEL GAS LINE _ r- 8° „ G _ _ _ _ n B G '12 - - - - G G _� - - - � STEEL_GA 'Z 'S5 ,y 15 _ . „ „ —$ _ - _ - 106. h, - - ____ t STREET --- _____ & SECTION N - FT - - BRG. N 89'44'05"E -- - --- - - T W --�- W T S 89-37'68"E W W 20" WATER \LI✓NE 30" WATER LINE W �,�/ W- - - - - - - - �-- W W I— - - - - - - - - - I;�Er W- -OHS - - - - - - - - - - - - - - � -- - 4 INS-A-� 0000--IN�- -W - - - - - - - W gyp_ r�_ - - - - - p. _ _ - - -`,-d/�{ — = -- - - - - - - - - - - — 45+00 46+00 47+00 48+00 49+00 0 51 +00 52+00 53+00 `x SECTION 5, T17N, R4E 2 „ co X i I f i CLAY TOWNSHIP EQU: P.T. 53+76.29 PR—B EQU: O.P.O.T. 45+00.00 "B" 1. ' AMERICAN AGGREGATES CORPORATION 1: Q �Z�66 ' Ld HAMILTON COUNTY = O.P.O.T. 53+58.24 "B" 3.0' LT. 0 RT. 1337 DAYTON XENIA RD., XENIA, OH 45385 SECTION 8, T17N, R4E i L� APP. EXIST. 60 R/W = P.O.T. 45+00.00 "PR—B" INST. #32334 DEED BOOK 330, PAGES 16-17 CLAY TOWNSHIP x i - WARANTY DEED HAMILTON COUNTY T M F Ltd. EQU: P.I. 53+27.75 "PR—B))N EQU: O.P.O.T. 45+92.34 "B" 1.0' RT. I 4607 116th ST. 0.T. 53+09.05 "B", 3.0 LT INST. # 8815002 _ __ = P.I. 45+92.34 "PR—B" x � WARRANTY DEED 2 APP. EXIST. 45 R W _� � Lr? EQU: P.I. 100+00 "A" 00 �- Const. Lim its = P.I. 50+00 "B" x x 89'3 8 - — _ _ ---- _ - x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x —x x x � Const. Limits — — — — — — — — — — — -- 's=— — ——— — -_'_—_ _— — — — — — — — — — — — — — — — — — — — —�e — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o — �3N� n — —9�_ - - — — — — — — — — — — — �— — — — — — — — — �— —° — v — — — — — — — — — — - — — --- �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - °- - - - - - - - - - —_ - _ - - - - - —_ —W w �_- - -- -; , GRAY ROAD r LINE B & SEC i BRG. N 00'00'00"W - i ^� BRG. N 00'08'42"W N -- __ Cr; L - - - - - - - - \� // —ZO » n N11SVSI 1S - 89'44 0 EQU: P.O.T. 50+12.76 PR-B { - - NE W w �� - _W 3NI1 b31VM JZW W -__--____ W - P.O.C. 12+35.75 "C" 0713 - \/ OOO 000 O nnn oOZ1 000 \A , Limits + 8" STEEL S LINE ` — G , 3NIl SV� G G G G Cl, Const' x 7`S ' APP. EXIST. 45' R/W i 89'37 48 +50 +P.L. ^ � +40 � � � 74 30 54 uNE"PR'g � � - `� CURVE DATA 35 35' ci R/W LINE "PR-B" , , , �� P.I. 53+27.75 "PR-B' x CURVE DATA `� £ o = '00 00 RT. BR N 00 08 42 W : � R = 350.00 P.I. 45+92.34 "PR-B" \ ' , \ x _ _ I ' 117'44'05" +10 SECTION 4, T17N, R4E T - 49.19' 2 1 A = 18'00'00" RT. � -- _ _ _ _ _ _ � i 75 CLAY TOWNSHIP x SECTION 9, T17N, R4E L = 97.74 R _ 550.00' CLAY TOWNSHIP Rj C _ - _ - - - _ _ — i I 78'07'13" HAMILTON COUNTY _ , _ _ E - 3.44 1 T - 87.11' W �. onst. Limits _ _ � X L - 172.79' HAMILTON COUNTY AMERICAN AGGREGATES CORPORATION _ - - - — - _ - - 110' S.E. = N.C. E & H MULLER DEVELOPMENT, INC. DAYTON XENIA RD., XENIA, OH 453$5 —110' R/W — — — �� �' / 11173 HAZEL DELL PKWY, INDIANAPOLIS, IN 46280 E = 6.86' INST. #32334 DEED BOOK 330, PAGES 16-17 CURVE DATA S. x E. = N.C. WARANTY DEED P.I. 48+14.77 "PR—B" +75 3 m / INST. #2000024710 A = 18'00'00" LT. 110' P.I. 48+14.77 2 i W o \ '',I� �� CO-CONSERVATOR'S DEED R = 350.00' T - 55.43' / „ ALL R/W DESCRIBED FROM LINE "B" EXCEPT AS SHOWN. EQU: P.I. 50+62.76 �PR—A PR—B" `�' EQU: P.O.T. 51+12.76 "PR—B" „ z i _z W » „ LINE "PR—B" TO BE CONSTRUCTED. L = 109.96' = P.I. 100+76.82 W m J� = P.O.C. 10+92.50 C E = 4.36 �: BENCHMARK S.E. = N.C. / / TBM 1 - NORTH HEX NUT ON FLANGE OF FIRE HYDRANT; 2 STA. 99+55 "A", 16' RT., ELEVATION = 747.01 N � I m ? / TBM 2 - MAG NAIL WITH WASHER SET IN THE EAST FACE 760 -- -�I I - OF POWER POLE; STA. 56+00 "B" 15' LT. ELEVATIO , N 747.4/0 -. ......... - HIGH POINT ELEV = 747.94 HIGH POINT STA 47+83.85 STA PV1- _ __ +00 - LOW POINT V ---- ----- - ELE 746.31 - - _- --- - - ---- - - -LOW POINT -ELEV- 46:17-----_ - - H1GH POINT E EV = 746:79 __ . -_ _-__ - _ _ _ _ _ -_P1[l_.ELEV __..7_.48..22 - __ _ _. _ _ - - - LOW--P INT _=-49+40-.-93--------- -- -- -- -- f} STA -- ----------__ ___ __ _ ----- _.___ - _. _____ _--LOW.._P-OLNT-.STA_=--51+99.66__- - -_ __ ___ _ _ ___..HIGH POINT- - 53+34.85 _- PVI STA 45+50 100' VC PVI STA 53+00 755 PVI STA = 4 +40 „ „ PVI STA = 51+85 755 PVI ELEV = 746.10 PVI ELEV = 745.90 PVI ELEV = 745 91 PVI ELEV = 746.85 100 VC _ --- __ __-_.- _ ---- --- --- - - -- - HEET NO_ 6-- 100 VC _ - _.-_ 100' VC_ 100 VC _ - - c N ...__._----- _.___..—_ Cfl - - ---- - ---.-. 750 +0.8570 -► _', 750 - --. --.. ._....-- 1.6 ,p0 _ 6q- 2 +O.10% F�Fxr�� o� �.507. 0.82 _ 0.15% _ -. --- ------ L 6 ?c _ _ �-• 745 OD �1Q �F��- [L -. 745 ^ _._. +00:00 ...... - . _.. _ . .. ... ... . __-- +_5.0._00 _ - _____ _-_.__ - __ __ - -_ _ -- ----_ ---- - - .. - __ -- _-_ __ o -- — - ----- - ----ELEV-745.-94--_ _ _------ - _ - ---- ___ - o V. 745.20 w o ------ ._.. ---- -- -- - -._ ....._..._.. - -- _ _. -- - - - - -- _ ...._..... --- _ -- - - m o + ' BOTTOM ITCH LT. - - - _ ---i 740 + - n m � . . - - 740 - -- U W - = _ + -..__ ___ -- __ - --- - - -- - - - - - -- -- - -- - _ ------- - ---- - - I" + F- I- U) (n - - - U C] g Q = a p0 X00 � N L O m LF) 00 In C-0 fl- LO 00 O � co LC) ter` � � ter` ter` � � � � mod' � � � � (n U) N -- 2 RE. VISED 11A12102 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 1 RFVISFD 11 /1 /02 S.E. COR. OF N.E. QTR. SEC. 8, T17N, S.E. COR. OF S.E. QTR., SEC. 5 T17N, R4E, N.E. COR. OF S.E. QTR. SEC 5, T17N, R4E HORIZONTAL SCALE BRIDGE FILE R4E AND S.W. COR. OF N.W. QTR., AND N.E. COR. OF N.E. QTR., SEC. 8 T17N, �011111i/� AND N.W. COR. OF S.W. QTR., SEC 4, \\�\ C , CI Historic Fort Harrison �� �,P OF /�� RECOMMENDED OF CARMEL .� SEC. 9, T17N, R4E R4E, AND S.W. COR. OF S.W. QTR., T17N, R4E ��� c�� . �isrE �c<`�� / PK NAIL FOUND 0.3 DOWN 8901 Otis Avenue o F FOR APPROVAL U) 3 4 REBAR FOUND 0.5' DOWN PER SEC 4 T17N, R4E, AND N.W. COR. OF �, _ll b2 VERTICAL SCALE DESIGNATION Indianapolis, Indiana - No. - ESIGN NGINEER D TE °� , K H.C.S. REF. TIES N.W. QTR., SEC. 9, T17N, R4E NO REF. TIES EXIST. _ = 1 =3 46216-1037 10100226 SURVEY BOOK SHEETS rn R.R. SPIKE FOUND 0.1' DOWN PER Schneider 1-800-898-0332 �0 STATE OF ��c/` DESIGNED: ACD DRAWN: JJP 317-826-7100 �, �NDIANP G�'\� 106th STREET & GRAY ROAD 5 0f 16 3 H.C.S. REF. TIES � � P.I. 23+54.40 "B" P.I. 50+00 "B" P.I. 76+53.19 "B" ��//����ONAL���\��� CHECKED: JJV CHECKED: ACD _ PLAN & PROFILE - LINE PR—D CONTRACT PROJECT 0 Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. �1111111� _ u, M Y i a l r; l \� i EQU: P.O.T. 51+12.76 "PR-B" - - P.O.C. 10+92.50 "C" EQU: P.O.T. 100+26.82, P PRl-A „ = P.O.C. 11+70[72 � EQU: P.O.T. 101+26.82 PR-A LINE "C" = P.O.C. 9+89.76 "C" o l - P.O.C. 13+03.92 C co i I dal r +00 A" 85 l I I Z x w t I 74 q U R/W 1 O¢ � _; „ �'= 117.441 05 ` N I I 1 89'37 48 + \ l - R50' ��� const. 1 _ pR;q„ - - - Q� I 74.30'54” - � BRG 78 r S .15,5 a" STEEL--GA > Z '12'E I •44' - - 5E 06th STRE T 30" WATER LINE W W W W W LINE "A"fir CTIO_N LINE— _ — _ � _ _ _ -}p- 07'13 t' – �-1�r_ - - __ __- - Lim � _f th i' I ,.::� h r.�::� _, — — — — — — — p— �— — — Z/T7Z t - E— — — — — — — — — - - � - - - �`, Cons t. its XI G P OLEUM PIP INE G 2 G G G X X X X X 3 x 91 -E FI.I. 1-Q0+76:8-2 PR-A" P.I. 50+62.76 PR-B 2 Cy- LO = � APP. EXIST.T R/W x I l l 3 EQU: P.O.T. 50+12.76 "PR-B" � 3 i i w N l + IP.O.C. 12+35.75 "C" CL: d A n u M 00 CL-„ ¢ x � I o O I� 110' EQU: P.I. 100+00 A I I m o f 3 a ° 13 = P.I. 50+00 "B” i i Z z l L-D x II � ` Cr_ 1 1 N i C)- 1 Ii ¢ 1 x I I F7•Fa 'IA � LINE "C" TO BE CONSTRUCTED. BENCHMARK TBM 1 — NORTH HEX NUT ON FLANGE OF FIRE HYDRANT; STA. 99+55 "A", 16' RT., ELEVATION = 747.01 LOW POINT ELEV = 746.87 HIGH POINT ELEV = 747.31 LOW POINT ELEV = 746.94 HIGH POINT ELEV = 747.31 LOW POINT ELEV = 746.87 LOW POINT STA = 9+67.93 HIGH POINT STA = 10+50 LOW POINT STA = 11+25 HIGH POINT STA = 12+00 LOW POINT STA = 12+82.08 PVI STA = 9+67.93 = 12+82.07 PVI STA = 10+50 PVI STA = 11+25 PVI STA = 12+00 PVI STA = 12+82.07 = 9+67.93 PVI ELEV = 746.68755 PVI ELEV = 747.50 PVI ELEV = 746.75 PVI ELEV = 747.50 PM F1 FV = 755 75' VC 75' VC 75' VC 75' VC 75' VC 750 750 -1.007 0 -1.007 + .00% O% 745 745 740 - 740 CV C� r%7 U? C::! N ►7 C> CV N O ¢ �. t\ �. � r< E, o N 10+00 11+00 12+00 13+00 2 REVISED 11 /12/02 0 CD CD 1 REVISED 11 /1 /02 N HORIZONTAL SCALE BRIDGE FILE 1"=30' M CITY OF CARMEL CD Historic Fort Harrison ���� �P C- �F ��j/ RECOMMENDED ,' Z VERTICAL SCALE DESIGNATION 8901 Otis Avenue �G R� `�oF GISTE F i FOR APPROVAL Indianapolis, Indiana = No. `P = ESIGN ENGINEER DA E 46216-1037 10100226 ja� K STATE OF Gu� SURVEY BOOK SHEETS 1-800-898-0332 ��'o` � � DESIGNED: ACD DRAWN: JJP 106th STREET & GRAY ROAD 6 of 16 Schneider j'n Ln 317-826-7100 ' C) Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. Ln HIM CHECKED: JJV CHECKED: ACD PLAN & PROFILE — LINE » C» CONTRACT PROJECT M Y i a i o X 14' 14, o K I � I 1 N +83.8 "PR-A„ °' R MODIFIED CURB & GUTTER TURNOUT REQ'D. Z 45+00 46+00 47+00 48+ �0+00 00 49+00 i 51 +00 52+00 C) APP. EXIST. 60' R/W 15 I 7' x 52+55 "PR-B" STR. NO. 12 "PR-A" �, I D ADJUST CASTING T 100+01 STR. N0. 10 � G 0 GRADE 1 ADJUST CASTING TO GRADE I 1 52+26 "PR-B" STR. NO. 11 +78.0 "PR-B" 8 C ADJUST CASTING T GRADE m � 8, K �, MODIFIED CURB & D --�-- -x - + GUTTER TURNOUT REQ'D. X x— -- — — — - --- --- -- x - - --x----x- - x x- x---;x x---x ---x- --x- x- x — x x -X-- x---x x -x -x-- ---x- -x- —I I -- x -x-x---� x--x----x x-x �x x-�x - X -- - -- -- - -- -- — - - - - _T -- —:_ � LINE B & SEC__ M - \ _- -- ,— -- — — --- - 14 - - T - - - - GRAY ROAD 8 " — 15 A 16 C 15 R R 14' D \ - - - - - - -- - 6' - - K +40.9 "PR-B _ ��\ - - - - — -- -- --- -- - -- - - 3Nn a3lVM „vz � CURB & GUTTER o C .--.000------- --. ___--��o^__--- -----._ ----- - ---- — - ___..__ -- -_.------ --- -- ... , j ----- - �oo - - 000 uo ---------_o °—_.__- 000 000 000 -- 000 -_ 000. 1— \ - "!� 14 TURNOUT REQ D K X z � ��� M K 15 12 m 16 1000 A K PER 15:1 LINE "PR-B" A 8 * 2G ��j� 15 ' A , 4' j 16 C X - - TAPER 15:1 * 16 M X / +15.2 "PR-B" - - - - - - - - - K �\ / CURB & GUTTER C R R52 �� K D TURNOUT REQ'D. 6 8' ' 1 00 8' < z R3 co D Q R3 C) � LEGEND 1 1 A — D R100'* C W j ? M / m O x A COLORED AND STAMPED CONCRETE, 6" HERRINGBONE PATTERN, ON 16 � 10" COMPACTED AGGREGATE BASE, NO. 53 a, * O C f '* 19" GOWPAG n AGGREGATE BASE= NO 53 � � R5 O O 165#/SYD HMA SURFACE, TYPE A ON 275#/SYD HMA INTERMEDIATE, TYPE A ON / 4" COMPACTED AGGREGATE BASE, NO. 53 / O 165#/SYD HMA SURFACE, TYPE B ON / 275#/SYD HMA INTERMEDIATE, TYPE B ON 1 d 440#/SYD HMA BASE, TYPE B ON 92, 440#/SYD HMA BASE, TYPE B O 165#/SYD HMA SURFACE, TYPE B ON / HMA WEDGE AND LEVEL, TYPE B NOTE:/ _, 15 COMBINED CONCRETE CURB AND GUTTER / C * DESIGNATES THAT DIMENSION + IS TYPICAL FOR ALL APPROACHES 16 COMBINED CONCRETE CURB AND GUTTER TYPE B, MODIFIED p C 26 SODDING +75.5 "PR-A" 0 O CURB RAMP (LETTER INDICATES TYPE) K K MODIFIED CURB &GUTTER TURNOUT REQ'D. ASPHALT PAVEMENT REMOVAL / R / 14' 14' 0 1� REVISED 11/1/02 HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison �\\��P C. �F��i� REC�JMMENDED OT� „ �G '��GIS 1 0% FOR APPROVAL �' L 1 OF CARMEL 1 =30' ndi Otis Avenue VERTICAL SCALE DESIGNATION Indianapolis, Indiana _ No. _ ESIGN ENGINEER DA E NA 46216-1037 =-0 10100226 a- Schneider 1-800-898-0332 — �' STATE of 317-826-7100 �/0A� 'NDIAN?-'G��\� DESIGNED_ACD DRAWN: JJP 106th STREET & GRAY ROAD SURVEY BOOK SHEETS I ONAL E�\��\ 7 1ofF 16 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. �IIIIII�� CHECKED: JJV CHECKED_ AM CONSTRUCTION DETAIL CONTRACT PROJECT i -1 36 1106" W2-6 WITH W16-11 (GRAY RD.) AND W13-1 (15 MPH) j l X i I INSTALL 6 ADD111ONAL O 1 200 R.P.M. ® 40' SPACING I j x rn \ 1 W 3-2a x 46 \ 46 \ i � I Z 47 45+00 - X � � � I � 51 +00 1 46+00 47+00 48+00 49+00 110+00 i 52+00 C-0 C) 49 p II N 200' 2 j I 48 W 3-2a -x o INSTALL 6 ADDITIONAL II � z R.P.M. © 40' SPACING I ` 'I� 2 200' \ - - - - - - - - - - - - - - - - - - 46- - - - - - - - -- -- 46 X x---X 52 x x x x x x x x x x x x x X x x x x X x x x x x x x x x x x x x X x x x x X x ,:rr t j—i j — _ - - —_ ---- - - - - - i-_ • GRAY ROAD 53 GRAY ROAD Nnd3-Lvm *z M: _ _ - _ _ - I 50 � INSTALL 6 ADDITIONAL : I 46 47 52 �1 51 R.P.M. ® 40' SPACING 51 48 250' r 36"x36" W2-6 WITH W16-11 (106th ST.) LINE "PR—B" ...• 49 50 AND W13-1 (15 MPH) 0 50 52 --__ i R6-1R 49 ` I W 3-2a 48 52 51; 50 1 200 53 I 1 fl I o I . I 4, 51 2 c�i 48 W11A-2 (TYP.) —+ R1-2 WITH PLAQUE "TO TRAFFIC FROM LEFT" TV. D3 STREET NAME SIGN, 6" HIGH LETTERING (TYP.) "' �a r - O W IV —' 52 + SUMMARY LEGEND I t 0 4g 20' C� SPACING 1 73 EACH SNOW PLOWABLE RAISED PAVEMENT MARKER (TYP.) 1 44 EACH T POST MOUNTED SHEET SIGN I 40' 18,. 872 LFT 46 4" WHITE SOLID THERMOPLASTIC LINE i SPACING PAY LENGTH I (TYP.) i 1 ,493 LFT 47 4" YELLOW SOLID THERMOPLASTIC LINE 27» 1 ,334 LFT 48 8" YELLOW SOLID THERMOPLASTIC LINE I WHITE THERMOPLASTIC r o 12" 128 LFT 49 12" YELLOW CROSS HATCH THERMOPLASTIC TRANSVERSE MARKING I I 200' 50 ` I o YIELD LINE 108 LFT O 8" WHITE SOLID THERMOPLASTIC LINE CD 47 60 LFT 51 8" WHITE DOTTED THERMOPLASTIC LINE i 240 LFT 52 24" WHITE CROSSWALK THERMOPLASTIC TRANSVERSE MARKING ; 30 LFT 53 27" WHITE YIELD LINE THERMOPLASTIC TRANSVERSE MARKING W 3-2a Ln a 4s � 300' INSTALL 6 ADDITIONAL _ N R.P.M. ® 40' SPACING ? ' CD n N 2 REVISED 11/12/02 36"x36" W2-6 WITH W16-11 (GRAY RD.) Ln AND W13-1 (15 MPH) AREVISED 11/1/02 \`\`��111ICI1��//��// r HORIZONTAL SCALE BRIDGE FILE m Historic Fort Harrison ��� ��P 4F�/ice RECOMMENDED CI CITY �rj C1ii�1�Lj L 1"=30' k ���G . GISTE/,<r�..t�� FOR APPROVAL 3 VERTICAL SCALE DESIGNATION 8901 Otis Avenue Indianapolis, Indiana = No. `n = SIGN NGINEER DA E NA 3 FIX,, 46216-1037 �� 101002026 CD - ', /NDIANP.. �� 106th STREET & GRAY ROAD SURVEY BOOK $ SHEETS 16 hneider 1-800-898-0332 ��'o ` DESIGNED: JJV DRAWN: JJP ul 317-826-7100 /��/i S��NAI E����`` CONTRACT PROJECT rn Y 111�� CHECKED: CHECKED: JJV a Formerly Schneider Engineering Corp.-/ Bohlen, Meyer, Gibson & Assoc. PAVEMENT MARKINGS AND SIGNS F-;a 100+ 00 - 750 750 745 745 ...........__ 740 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 99 + 50 750 750 745 Q.. . 745 740 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 99 + 00 750 { - -. - _- 750 .. 745 745 cl 740 , _ . - 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 98+ 50 755 755 750 750 745 745 .. _m 740 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 98+ 00 755 755 750 - 750 745 - ------._ - ------------- ----- - _-_------- ---------- - ___------- 745 740 --- -- — __ ----�- — -- --- ---------- ----- — ------- -- ---__--- -- -- . _----- _ _- __-- -- - ----- -- — — ------- ------ -__ 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 97+ 50 750 750 745 -------. _ -------- -- -- ------ ----- ___- ---- ---- ------------ — - ----------------___ 745 740 - - _ 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 a a �d 0 M 0 N O O o Oey V 0,q"-.. HORIZONTAL SCALE BRIDGE FILE e �► Historic Fort Harrison ��°°,P;•�1ST�,4•,�` RECOMMENDED CITY OF CARMEL 1 =10 ' 8901 Otis Avenue �' �' •� p FOR APPROVAL /d 2 oZ VERTICAL SCALE DESIGNATION Indianapolis, Indiana PE 900171 SIGN ENGINEER DATE 1"=10' r 46216-1037 . STATE OF �•• .� 0 Schneider 1-800-898-0332 P•'���°' DESIGNED: ACD DRAWN: JJP� 106th STREET & GRAY ROAD SURVEY BOOK SHEETS 317-826-7100 ���`ss/pNAL�oo�,�e �� 9 of 16 o Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. �� o CHECKED: JJV CHECKED: ACD CROSS SECTIONS PR-A CONTRACT PROJECT M M i Y i 103+ 00 . 760 760 755 755 7777— 750 750 ----------- 745 ......................, 745 740 ------ —j 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 102+ 50 760 760 755 755 750 ------- 750 ------------- 745 745 740 ------ ---- ------ 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 102+ 00 . 760 760 ------------- ------- 755 755 ----------- 750 ....... 750 745 —----- 745 740 ------- 4 .7� 740---------------- -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 101 + 50 750 750 745 ------- 745 740 740 JU -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 101 + 00 750 750 745 ------- _77 745 740 -------- -77 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 100+ 50 750 ------- ------ 750 745 745 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 CD CN <D CD C3 NO j V 0'r�I HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison •••S...... ;,# RECOMMENDED S Tj�*- 4�'*.. _�_;�. - 1"=10' U) 8901 Otis Avenue FOR APPROVAL/D 6N I CITY OF CARMEL -4� la. CD VERTICAL SCALE DESIGNATION Indianapolis, Indiana No. I PE 93DO171 6N !N 6'�I N E eR DATE 1"=10' 46216-1037 �3 STATE OF -"Z- 0 LA Schneider 1-800-898-0332 ,,; DESIGNED: ACD DRAWN: JJP SURVEY BOOK SHEETS 317-826-7100 106th STREET & GRAY ROAD ....... 10 of 16 CD 5� N 1 11 — Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. CHECKED: JJV CHECKED: ACD CONTRACT PROJECT CROSS SECTIONS " PR—A 104+ 50 760 760 755 - - 755 750 _ __ .__ _.. ._ _. 750 745 - -- _ 745 740 - _ _-7777T77777-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 104+ 00 760 - 760 755 m. -- _.,._.. . 755 750 ---__ - --- -----_ -_-- ------ — - --- ----- -- - 750 745 -- - -- - 745 740 - ----- ---------- • - - -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 103+ 5 0 760 ------------- --- -- - --- ----- ---- _ 760 755 _------ ---__ -- -_ _- - ----- --- ----- ___ _-._ ---- -- ------ 755 -- --- — -------- 750 --- ---- -- - -- ----- - 750 745 ------ ------_---- --- ------- --- ------ - — 745 ----- ---- ---------- 740 - -- - -- -- --- - LL ------------ --- --- - --— - -tom------- — ------- -- --- ----- --- --- -------- -- -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 a :a N M .--i O N O O CDC ryM �N VOq/ �N° HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison �� A �' �� RECOMMENDED CD 8901 Otis Avenue :` �Q;•�G�STF9�F�i FOR APPROVAL CITY OF CARMEL 1"=10' _ VERTICAL SCALE DESIGNATION a: -_ PE 9300171 • GN ENGINEER ATE 1 =10' K Indianapolis, Indiana No OF Schneider 4 216-1037 -o 1-800-898-0332 %�� �,�� p,�;�<te��` DESIGNED: ACD DRAWN: JJP SURVEY BOOK 106th STREET & GRAY ROAD 317-826-7100 ,°cA ••.D i AN. C I ,%% SHEETS ZONAL 11 of 16 Ln Formerly chneider Engineering Corp 0 81111 ,` CHECKED: JJV CHECKED: ACD �� » CONTRACT Y y g g p. / Bohlen, Meyer, Gibson & Assoc. CROSS SECTIONS PRA PROJECT 46 + 50 Ln 755 755 === ---------------- ......... -LLJ ------------- 750 750 --------- -I- 7777777t� 745 745 cr� -- --------- 740 740 -120 1 110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 46 + 00 760 760 77 ------- 755 755 ------------ ---------- ....... 750 ---------- 750 ------- 745 745 ...... 740 r ...... ------- 740 - ---------- ------ —120 —110 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 J V 7n 40 50 45+ 50 760 760 ...... ......... ...... 755 ---------------------------- 755 ------- ------ ------ 750 ---------- j- 7 50 ---------------------- 745 -------------- 745 ------- 740 740 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 45+ 00 760 760 ----- 755 755 750 750 ------- 745 ----------- 74 ------- 740 50 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 44+ 50 755 755 750 750 ------ ----------- ...... 745 745 ...... 00 --------- ----------- 740 740 ------ -120 -110 -100 -90 -80 -70 -.60 -50 -40 -30 -20 -10 0 10 20 30 40 50 C) HORIZONTAL SCALE BRIDGE FILE CD C) oril I I fillo, 1"=10 C4 RECOMMENDED CITY OF CARMEL Historic Fort Harrison r-.00 VERTICAL SCALE DESIGNATION S TeV�. 1, FOR APPROVAL 8901 Otis Avenue 1"=10' Indianapolis, Indiana No. IGN 3 46216-1037 Z'0 1- PS E ATE OF 1 DRAWN: JJP SURVEY BOOK SHEETS f 16 Schneider 1-800-898-0332 DESIGNED: ACD 106th STREET & GRAY ROAD 12 o Ln 317-826-7100 CHECKED: JJV CHECKED: ACD CROSS SECTIONS PR-1? CONTRACT PROJECT J1 30- Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. 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I -r-, ,- _ _ ._ __. __...--.__ -- _ _ __ _1111 _ 740 740 -120 -110 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 47+ 00 M _._._ . ._.__ ___ _ __ _T 1111 _- _ _T_ - __�. _ ___ __ - __11Ir __ R_ ._ ..--.- -_ __ _ __ _ __ _m_.._ _ - 760 760 __. __.__. ..._ . _ _ _, __. __ _. 1111 r. _.. �. _ - __-� L„ _..: ---�. _ F .__ _ 1111 111 1 _ 1111 _. _ 1111 1111 ._ . ,. _ T r- _. _ 1111_ ....____ .___.�.___� 1111_ . �-- ------ . .. _. _ _ ..__. ...._-1111_. m.m_�_�_.__._.�m___ ,�. .�__�.,,m_��._�. _.m_._._ ....�__. _ �_ . � _1111 _ - _.. _. - _-__T _.. ___ _. - _ _ - _ -m_ m _ 1111 T._ - T.,._ 1111.-__ __, - _ . __ _ 1111 1111._ .. _._ 1111_. ____ � 755 755 -_. _..__ r .� . . ...___...__ 1111 _ __. 1111._ __ 1111 _ .._ _.... .__.. _ -__._._��� - - 1111. _ .1-- -. ... _..__ _1111 '- -.__. _ _ _ mm _. 1111__ T- -- _ _ m _ _T_ _ __1111_.- _� _ _., _._ ___-__ __ _�__ 1111. _ _ _ _.. w T__ ______,----1..._._. . : T 1111 __ . :__T __ 1111, ,.. _., .o- .. _._. _.___,._ _-_-____. 1111. _ _ ,. _. 1111 . _ - _. .__ .. ---- -1111_. _._ 1111. 1 111._., , ___._.._._ _ .,1111.__ 750 750 - __ ...- m __T_,.._. ,-_____ �n_------ --11_ __ _.__ -__ _._ -__. _ _ _ _- __._1111_._ r_.._, _.. _ _..m._ ._1111 _T__ _.�__ _m.__ ___ 745 745 _ -_ ,.__ -..m.. _1111 - - _ _ _ _ . _ m.,_ _.. ..... ...,._ , _ - _ --- -__ _ ___-. _ ,._T ___ _ , _- ... _. -I I __--I -.I..F . ____ _. ___.__-._r_..___m -_. _ __.m __1111_ r_1111_ _ _ _ _ _. _ r` -T__ - _ _- __ 1111_ .__:.._ . _ _. . _ _ _._m__ 1111. _ - _ - - m_- _ -- - ..__ - -I---�- -_ -- --- I 1._._....___ .. 1111.-. ._ �-_-_ -__-__ - -.... . ._____._. .._ _.m_ ... _._ ,.. T_._ _x... .1111 . , F . . . _ 1 1 11 . _ __ 1111 1111 . _. 740 740 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 a . :a d Ln v !i 0 r, o 0%%J1 '**% Ildso®,® M ,`,, , vOA/ e', HORIZONT1L0'SCALE BRIDG ILE Historic Fort Harrison ,%x`Qy ,. �STF•.0 0��-I RECOMMENDED CITY OF CAR .G T-"'•"� : FOR APPROVAL 2 VERTICAL SCALE DESIGNATION 8901 Otis Avenue :�4 ..� Indianapolis, Indiana •. GN ENGINEER TE 1"=10' • No. U o PE 9300171 46216-1037 :-o; STATE OF : X• SURVEY BOOK SHEETS r Schneider 1-800-898-0332 �b- ;'<v�'��► DESIGNED: ACD DRAWN: JJP 106th STREET & GRAY ROAD 13 of 16 N 317-826-7100 i��`S; 01 P, Y » CONTRACT PROJECT I I M .. F iet 10 a`L 1% ����, CHECKED: JJV CHECKED: ACD CROSS SECTIONS PR-I? o Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 0 i n M Y V 52+ 50 ------------- 750 750 745 745 740 740 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 52+ 00 -T- L= 750 750 745 745 --------------------- - ---------- ir co 7 740 40 rte- -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 51 + 50 ........... 750 750 ----------- ---------- 745 745 ---------- -- ------ - ----- co 740 740 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 51 + 00 750 750 ............. ........... ------ --------- -- —----- .......... -------------- 745 .......................... .745 740 740 ----------- L A-- -120 -110 -100 -90 -80 -70 -60 -50 -40. -30 -20 -10 0 10 20 30 40 50 50+ 50 7 750 50 ......------- ------- ............ 745 ---------- 745 740 740 ............ .......... —------------ ;n -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 50+ 00 ------------- 750 750 745 745 D 740 —-–------ 740 F,n -120 -110 -100 -90 -80 -70 -60 -ov -40 -30 -20 -10 0 10 20 30 40 50 49 + 50 750 750 745 745 740 F-- 740 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CL 7! CD C) CD HORIZONTAL SCALE BRIDGE FILE O%' 1"=10' CD RECOMMENDED Historic Fort Harrison 4, CITY OF CARMEL FOR APPROVAL .10*104Y/02-**% VERTICAL SCALE DESIGNATION 4G �ENGIZNEER 8901 Otis Avenue -fF . Ot No. .0 Indianapolis, Indiana fG ER ATE 1"=10' PE 93 f4b 00171 46216-1037 Z-G'- STATE:: :p . :4u- SURVEY BOOK SHEETS SC�'1t1eiC�t�i1' 1-800-898-0332 %o,� DESIGNED: ACD DRAWN: JJP 106th STREET & GRAY ROAD 14 of 16 317-826-7100 ....... CONTRACT PROJECT #slit CHECKED: JJV CHECKED: ACD CROSS SECTIONS PR-1? C3 Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. C ------------- Ln 54+ 50 750 ---- -- ---- -- - --- ------- _ ------ 750 745 ------_- - -_ ------- ----- - 745 740 _ 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 54+ 00 750 750 745 745 ---------- - ------- 740 __----- --- ---- �-�-- �--- _--- - - - - 740 -50 -40 -30 -20 -10 0 10 20 30 40 50 53+ 50 --- T - � - ---- --- -- ----- — 750 ! _ - -- ------ - - -. 750 --- -------- -------- I I 745 - - _ ---- -- - 740 ;- ------ - --- ----- --- --- -- -- --- -- — ----� �-�------ -------- ------- - ----- ----- ___- 740 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 53+ 00 -�_ ____-� _------ - i ----- --�----- 750 750 3 �- - - ------------ -� - -- 745 ; _ --- ---- — - 745 -4 r --- --- �- � , �- ---- --. - --- -- --rte r�-- ----- — ----- -- --- ---- 740 740 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CL CD:a a M N O M HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison �0°P�l•• �S ASS ���� RECOMMENDED CITY O C1 RMEL 1"=10' 8901 Otis Avenue •�, R�r.� FOR APPROVAL Z VERTICAL SCALE DESIGNATION Indianapolis, Indiana = E N ENGINEER E I t 1"=10' C i PE 9300171 46216-1037 STATE OF r SURVEY BOOK SHEETS Schreider 1-800-898-0332 0- 0 . X1414— DESIGNED: ACD DRAWN: JJP 106th STREET & GRAY ROAD 15 of 16 317-826-7100 �,��NALN����°,, CHECKED: JJV CHECKED: ACD R SECTIONS " PR—Y CONTRACT PROJECT o Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. ��//llfl����` CROSS ��� 0 Ln M Y i H 13+ 00 755 755 AREAS VOL UMES CUMULATIVE VOLUMES 750 750 STATION Square Feet Cubic Yards Cubic Yards 745 745 CUT FILL CUT FILL CUT FILL N 97+50 0.00 0.00 NOTE: VOLUME TABLES ARE PROVIDED FOR INFORMATION PURPOSES 0.00 0.00 0.00 0.00 740 740 98+00 0.00 0.00 ONLY. THE VALUES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN 24.06 2.01 24.06 2.01 ADJUSTED FOR ANY OVERLAP OF EARTHWORK BETWEEN THE 98+50 25.99 2.17 INTERSECTING ALIGNMENTS. -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 38.94 14.68 63.00 16.69 99+00 16.07 13.68 99+50 4.90 41 .27 19.41 50.88 82.41 67.57 12+ 50 100+00 3.14 19.47 7.45 56.25 89.86 123.82 2.91 18.03 92.77 141 .85 755 755 100-x-50 0.00 0.00 0.00 0.00 92.77 141 .85 i01 +00 0.00 0.00 750 750 101 +50 5.39 12.33 4.99 11 .42 97.76 153.27 30.88 13.78 128.64 167.04 745 745 102+00 27.96 2.55 102+50 18.64 5.27 4315 7.24 171 .79 174.29 0 33.38 11 .90 205.17 186.19 740 740 103+00 17.41 7.58 103+50 24.70 5.91 38.99 12.49 244.16 198.68 -60 -50 --40 --30 -20 -10 0 10 20 30 40 50 104+00 0.00 0.00 28.36 6.78 272.52 205.46 104+50 0.00 0.00 0.00 0.00 272.52 205.46 12+ 00 0.00 0.00 272.52 205.46 755 755 LINE "P R- A„ 750 750 745 745 AREAS VOL UMES CUMULATIVE VOLUMES 740 740 Square Feet Cubic Yards Cubic Yards STATION -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 CUT FILL CUT FILL CUT FILL 44+50 0.00 0.00 45+00 30.91 0.00 28.62 0.00 28.62 0.00 11 + 50 45+50 30.36 0.34 56.74 0.32 85.36 0.32 755 _ 755 46+00 20.67 2.90 47.25 3.00 132.61 3.32 46+50 17.60 10.60 35.43 12.50 168.05 15.82 750 750 47+00 91 .89 14.36 101 .38 23.11 269.42 38.93 302.24 32.72 571 .67 71 .65 47+50 234.53 20.98 745 745 432.88 28.93 1004.54 100.58 0 48+00 232.97 10.27 358.01 16.13 1362.56 116.71 740 740 48+50 153.68 7.14 95 84 11 . 255.12 17.68 1617.67 134.38 49+00 121 . -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 163.42 2.43 1781 .09 156.81 49+50 54.65 12.27 50+00 0.00 0.00 50.60 11 .36 1831 .70 168.17 11 + 00 50+50 0.00 0.00 0.00 0.00 1831 .70 168.17 755 755 51 +00 0.00 0.00 0.00 0.00 1831 .70 168.17 12.42 36.74 1844.12 204.92 51 +50 13.42 39.68 750 750 52+00 24.95 9.75 35.53 45.77 1879.64 250.69 _ 32.99 16.28 1912.63 266.97 1 52+50 10.67 7.84 745 _ 745 N 53+00 17.84 0.76 26.40 7.96 1939.03 274.93 "' ° 40.06 1 .24 1979.09 276.17 740 740 53+50 25.43 0.58 32.05 0.73 2011 .14 276.89 00 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 54+00 0.00 0. 0.00 0.00 2011 .14 276.89 54+50 0.00 0.00 0.00 0.00 2011 .14 276.89 755 10+ 50 ,� „ 755 LINE PR-B 750 _ _ _ 750 745 745 AREAS VOL UMES CUMULATIVE VOLUMES L? r? Square Feet Cubic Yards Cubic Yards 740 740 STATION CUT FILL CUT FILL CUT FILL -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 10+00 0.00 202.22 0.00 228.54 0.00 228.54 10+50 0.00 265.80 0.00 268.52 0.00 497.06 10+ 00 11 +50 0.00 213.43 00 0.00 243.67 0.00 227.86 0.00 724.92 755 755 0.00 197.57 0.00 922.49 12+00 0.00 211 .57 00 0.00 175.23 0.00 1097.73 750 750 12+50 0. 189.19 0.00 166.41 0.00 1264.14 13+00 0.00 195.88 0.00 0.00 0.00 1264.14 745 745 a 740 ° 740 1 LINE "C', Ln ° N -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 1 REVISED 11/1/02 0 N ° \\w HORIZONTAL HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison \ G��P I CE OF��//��� RECOMMENDED 1"=10' CITY OF CARMEL 8901 Otis Avenue �E Po F FOR APPROVAL /� L VERTICAL SCALE DESIGNATION CD CD Indianapolis, Indiana = No. `n =_ ESIGN ENGINEER ' DATE 1"=10' ~ Ln 46216-1037 = 10100226 c,� Schneider 1-800-898-0332 ��o` sTn� of W\ DESIGNED: ACID DRAWN: JJP 106th STREET & GRAY ROAD SURVEY BOOK SHEETS 317-826-7100 �j���`ss/ NDIANG\�� - 16 of 16 r // OIIII1 \\\ CHECKED: JJV CHECKED: ACID CROSS SECTIONS �� C» CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 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