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HomeMy WebLinkAbout136th Street over Williams Creek Bridge Plans IS BOARD OF PUBLIC WORKS CARM E L, INDIANA CITY OF CARMEL , INDIANA INDEX SHEET NO. DESIGNATION MAYOR JAMES BRAINARD PROJECT NO , 06 =07 2 - LAYOUT SHEET LORI ----- ----WATSON ----- 3-- 4 - rt GENERAL PLAN - —_-- ---- 5 --�S01L BORINGS-- ------- 6 SIDEWALK DETAILS MARY ANN BURKE _- 7___ 9 -_ BRI®GE -RAILING DETAILS -- _10 BRIDGE SUMMARY TABLE — ON 11 SECTIONS- LINE_ A136 - --12--13 CROSS SECTIONS - LINE BR UTILITIES 136th STREET OVER WILLIAMS CREEK - -1 REPLACEMENT OF HAMILTON COUNTY BRIDGE NO. 43 CARRYING 136TH STREET WATER 8c SANITARY SEWER: OVER WILLIAMS CREEK, LOCATED IN SECTION 26, TOWNSHIP 18 NORTH, 760 3rd Avenue e SW, Suite 110 Carmel Water Wastewater Utilities RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA Carmel, IN 46032 Contact Person: John Duffy 317-571-2443 v Blue Sk Ct SANITARY SEWER: L � ; l v O� Township Regional v i �-� y N Clay o al Waste v - r' •� �� ��'�;: I �, i3enn�'�Rd 10701 North College Avenue b - _ - — - e Carmel IN 46280 •<` v, f- Pon s Po to Dr M _ - - Contact Person: Drew Williams 3 •o m. �d rail Creek CtE -- -j 317-844-9200 '- Glace Dr - --- - Twin_ r v ° -�-- Q um - -- :60 - - ;� TELEPHONE: Hauers�raw Dry ���� - � �� % a v va �� o Ne ele Ln SBC \ ; S rin' m'11 P nd Cir �� Ad-os Pass ��- �� - - - -PROJECT W 14 ��st St ��-P--�- i I -- ---�_�_ - -_ - - c I �- - LOCATION 5858 N College Avenue � � � Indianapolis, IN 46220 � --- T - f I Spr"gill Blvd o aEi Contact Person: Greg Cammack ® 317-252--5134 m _ �, m� t CN _ and Dave Musall ® 3T7-252-5143 � � m I -°' ,S�o� �� �1, � � � / v - O� Z _ — CABLE: y �� � �, •m ��r s �;:C,.. - \� � - ; v �al�ale Dr ' � Bright House Networks o� _� °° rn 1 � � Mbr � - Uj 3030 Roosevelt Avenue '''& E Twelve Oaks � I / � 1 Indianapolis, IN 46218 i --- Brook ' Mill _Ct 2- - - Contact Person: Joe Evans _ - � _ m ; Su m r Hill fhor-. bird L 317-339-9025 -'� �� ( � �' 136TH STREET Sa d d l D i� � ��--= i — I �� OVER - _ , GAS: - 1 - - _ --------- - - ----- W 13 6th S T WILLIAMS CREEK Vectren Energy Delivery I pr ----- - P.O. Box 1700 � - �'ce � 60 BRIDGt L � O < '! Noblesville, IN 46060 � v --;� HAMILTON COUNTY / e iff�e 31- ,.. `Ny��� ,�o�dg ,�s T• Contact Person: Don Perdue � >.' G :- 317-776-5534 v o , - Coo HAMILT N "'NO. 43 -, ELECTRIC: o �, �j •� �i \ ��d�, ,e a i buY e _��rnne Dr % i} -o-- Duke Energy �° c - -w�i r � T HOLEY MOLEY SAYS i Oi > }- << DON'T 1619 West Deffenbaugh _ -C CL i •�- � O -' � Vu1 Dr % s m P.O. BOX 3039 - c x _ M/� 'i i -- Kokomo, IN 46902-3039 N DIG BLIND" .. - t O - _ I �°'� W 131 s��St -_---�i ___- -!�/ - !_' � Contact Person: Carl Horoho 765-454-6191 T ---- ---N -� f / Notting am C \ v m �' •� � s rn v q v F 0, �� r Wilso Bo� n Ct •� ° I / - m . ITIS THE LAW" J \ Dorset B I V d I �t � —�O lie @ CALL 2 WORKING DAYS BEFORE YOU DIG -- ---- �� � z \, r� 1 -800-382-5544 �— I ! a 1 � •�-� - E� �i � � � cA11 Tol< SEE o � Ransburg D v - PER INDIANA STATE LAW IC-8-1-26-1 r ET SEQ. AS AMENDED AND SUPPLEMENTED, .p – � � IT IS AGAINST THE LAW TO EXCAVATE 6th t - -- _ - -� / WITHOUT NO11F11NG THE UNDERGROUND _ O �� � / ( LOCATION SERVICE TWO (2) WORKING brOO CIrNorth Claridge -�•ny -– z p j _ p I (n DAYS BEFORE COMMENCING WORK. �. O •-I Adams -�� „ SCALE 1 = 1000 THESE PLANS SHALL BE USED WITH ROAD PLANS, PROJECT NO. 06-07 HAMILTON COUNTY INDIANA INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2006 TO BE USED WITH THESE PLANS ����uu�luuuunuiir� - Historic Fort Harrison PANS 8901 Otis Avenue PREPARED BY.----THE SCHNEIDER CORPORATIO '\\�� �sTfq oGc DESIGNATION Indianapolis, Indiana — N 2 1 07 b 46216--1037 -- -- /ATE �-°: PE19700209..---Z BRIDGE PLANS • 1--866- 973-7100 `. STATE of � SHEETS Mal 31'(1__8 2 6 710 0 :!Na�AN�:VA�.` of CERTIFIED BY: , Mae is L 1 13 -- __ �i N AL ��` CONTRACT PROJECT --- - - DATE "'%�inimunmma�a�"° "Pic rx?U097 K&4 A/�PP 0%j##Z*r*7V 06-07 � I& , 49) A"Cr /Ape 6W OW 10 7 303+00 304+00 305+0G, 306+00 307+00 308+00 309+00 BEGIN CONSTRUCTION RAYMOND L VOEGE AND cl� CHRIS11NE A. VOEGE STA. 303+04.43 "A136 >< HATCHED AREA INDICATES 93\0,, TONS +79.1 SECTION 23, T18N, RX +05.7 78*5' CLAY TOWNSHIP OF CLASS 1 RIPRAP AT 24" DEPTH 78.5 + 0. OVER 612 SYS! OF GEOTEX11LE FABR\IC HAMILTON COUNTY 9.5, x V MICHAEL R. & ELIZABETH M. GRISWOLD °y� . ' CONSTRUCTION LIMITS U 04 LLJ ----------X_ ------ _\--__---- + r----_---- -—---- ---------------------- T --A 7=T- 74 T C] T _C_ 24 0 G. N89 07 ------ LINE "A136" & SECTION LINE 00 4- 1 1 -i- InT 11+00 12+00 7 F1 I HL L H I 1 77 --------------- T Y L F E N,,F, 45.*4 46' +97.6 LIMITS STRUCTURE 58. PRESENT STRUCTURE P.O.T. STA. 306+21`,"Al 36 +21 - THE EXISTING STRUCTURE IS A SINGLE SPAN, REINFORCED CONCRETE 60' P.O.T. STA. 52+30 "OR," SLAB BRIDGE BUILT CIRCA 1930. THE BRIDGE IS SKEWED 30* LT. CONSTRUCTION-/ X AND HAS A LENGTH OF 24.0 . THE EXISTING CLEAR ROADWAY SKEW 40* LEFT LIMITS +50.3/ OQWDTH ON THE BRIDGE IS 24.0. STRUCTURE TO BE REMOVED. 50 49 48 86' SECTION 26, T18N, RX C/) F` THOMAS M. ROBERT E. & CLAY TOWNSHIP C/) RICHARD W. & HAMILTON COUNTY >< LARAH M. TELESCO DEBRA D. BURKETT JR NOTES: L.Li SUZANNE M. HENSON ALL R/W DESCRIBED FROM UNE "A136" UNLESS NOTED. LINE "A136* TO n HATCHED AREA INDICATES 590 TONS fa- NOTIFY HAMILTON COUNTY ;'PA ' 11 BE CONSTRUCTED. CONTRACTOR SHALL NO PARKS AT SPRINGMILL",,\\HOMEOWNERS ASSN. OF CLASS 2 RIPRAP AT 30" DEPTH OVER 353 SYS. OF GEOTEX11LE FABRIC SURVEYOR'S OFFICE AT 317-776-8495 PRIOR TO CONSTRUCTION ON ANY PORTION OF THE WILLIAMS CREEK REGULATED DRAIN. THE REPLACEMENT OF ANY SECTION CORNER MONUMENTS DURING BRIDGE RECONSTRUCTION IS TO BE DOCUMENTED BY THE CONSTRUCTION ENGINEERING FIRM RESPONSIBLE FOR THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE HAMILTON COUNTY SURVEYOR'S OFFICE 30 DAYS PRIOR TO CONSTRUCTION PER INDIANA CODE. THE CONTRACTOR SHALL INSTALL A BRONZE BENCH MARK SUPPLIED BY THE COUNTY SURVEYOR'S OFFICE ON THE BARRIER RAIL AS SHOWN. THE ELEVATION LOW POINT ELEV 873.25 IS TO BE STAMPED ON THE BENCHMARK. THE CONTRACTOR SHALL SUBMIT A LOW- POINT STA = 303+01.20 HIGH POINT ELEV 874,�16 LOW POINT ELEV 868,85 '1 LETTER TO THE COUNTY SURVEYOR'S OFFICE VERIFYING THE ELEVATION WAS HIGH POINT STA = 305+50.91 _PVI STA 1- 302+75 ESTABLISHED BY A LICENSED SURVEYOR. LOW P�INT STA = 309+94.95 890 306+25 PVI STA = 1 11 nA CONCR P STA = 309+50 _PVl-_lELEV_ 874.90 ETE RAILIN TX MODIFIED SEE SHEET 4 FOR STREAM PROFILE INFORMATION A.D. = 1.82 890 V.C. = 130. -2.67 T P)4 ELEV.= 868.00 - V.C. 250' A.D. = 3.12 V.C. = 250' it Oq LEFT C-4 +I—,— 880 880 HT 00 + + HYDRAULIC DATA PROPOSED PROFILE'i 0.54% Drainage Area = 2.8 Sq. Miles Q100 Flow = 1275 Cfs Q100 Elev. = 868.8 ft -2.127, 870 - - I i - PROPOSED BRIDGE 870 Velocity Q100 = 7.6 Ft./Sec. Waterway Opening Provided = 170 Sft. Roadway Overtopping = None EXISTING GRADE Backwater Q100 1.6 ft. Skew = 40' Left EXISTING BRIDGE 860 Velocity Q100 = 9.2 Ft./Sec. ---- --- Waterway Opening Provided = 111 Sft. 860 Roadway Overtopping = None Backwater Q100 2.2 ft. Skew 30* Left HATCHED AREA INDIC TES 1950 CYS. OF STRU TORE BACKF11L i CLASS RIPRAP OVER l I t GEOTEX LE FABRIC 850 PRECAST REINFORCED CONCRETE '0 00 Ul) C*4 850 , CN CD THREE-SIDED CULVERT rn ri r'") q94- CN LO rj 'i 1-1��00 r__ Fz--�4 �d- F_- 4 C) Cq C"! r") 0C 00 00 co r-. te") r- r'") CN m _: . a cn C3) (m 00 00 00 00 Coco 00 - 00 CO r- r_1 C.0 p- C.0 Cc CO C.0 _0)) 00 0C 00 00 00 00 co 00 00 CO 00 CO co I cc # 7" CO CO 0C SINGLE SPAN' 28 SKEW: 40* Lt. 303+00 303+50 304+00 304+50 305+00 305+50 306+00 306+50 307+00 307+50 308+00 308+50 309+00 309+50 38 0" CLEAR ROADWAY z b?H I R RECOMMENDED HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ........ a N 1'=30' HAMILTON #43 FOR APPROVAL 8901 Otis Avenue Cr]rY OF CARMEL VERTICAL SCALE DESIGNA110N Indianapolis, Indiana No. — G GINEER DATE ES1 46216-1037 PEI 9700209 -Z SWOLD CONSTRUCTION .......... 11_'/X- 4 _7777- • 1--866-973-7100 STATE OF DESIGNED:__APL DRAM: APL SURVEY BOOK SHEETS HAMILTON COUNTY BRIDGE NO. 43 317--826-7100 2 of 13 L m CHECKED: CJO CHECKED:- CJO LAYOUT SHEET CONTRACT PROJECT 06-07 PVI STA = 306+25 PVI EL = 874.90 LVC = 250' CONCRETE BRIDGE RAILING, TX, MODIFIED CONCRETE BRIDGE RAILING TRANSITION, / TX, MODIFIED (TYP.) OODDOOOOODDDDD0000 DD O O O O O D D O D D D O D D D D D D D DD DDD DDODDDDDDDDDD TOP HEADWALL-" LOW STR, TOP HEQW' ALL EL. 874.50' (WING #2) f 1 r EL. 84.50' (N.E.) EL. 871.00 EL. 875.dQ'(N.W.) �yel -EL. 875.00' (WING #1) EL. 874.80' (WING #3) EL. 8T4.80' (S.W.) -- EL. 874.30'(S.E.) �� � EL. 873.90' (WING #4) 29'-0" �'� � ` �Q00 EL. 868.79'1 ,..r 28'-0' 1 _ LIMITS OF STR. BACKFILL (TYP.) � � -2'-0" CLASS I RIPRAP - -- SLOPE 4V: 1H BEHIND STR. ` ' t _ -_ 70' %�� �� EL. 859. - ON GEOTEXTILE FABRIC (TYP.) SLOPE 1V: 1 H BEHIND WINGWALLS r i OPTIONAL PEDESTAL WING #2 - r 4'--0' TYP.) 1 ' I CLASS 1 RIPRAP OVER _-____ _ �__�j 1'-6" (TYP.) \-BOTTOM FOOTING \ GEOTEXTILE FABRIC °- =1 i� EL. 855.70' (TYP.) \ � N ELEVA'I ON \ \ SCALE: 1/8" = 1 '--0" 30'-0" - -- --- DESIGN DATA WING #1 \ �'�'� \ ` DESIGNED FOR HS20-44 LOADING IN ACCORDANCE WITH 2002 AASHTO \ SPECIFICATIONS, 17TH EDITION AND ALL SUBSEQUENT INTERIM SPECIFICATIONS. \ \ DESIGN FOR ACTUAL DEAD LOAD AND AN ADDITIONAL 35 PSF FOR FUTURE WEARING SURFACE. EQUIVALENT FLUID PRESSURE BEHIND WALLS SHALL BE ACTUAL ANTICIPATED \ \\ BUT NOT LESS THAN 40 PSF/FT. N \ \ GENERAL NOTES A FLAT TOP STRUCTURE IS NOT PERMITTED AS AN ALTERNATE STRUCTURE. \ ALL REINFORCING SHALL BE EPDXY COATED. \\ \ \\ ALLOWABLE DESIGN STRESSES LINE "A136„ \ \\ \ CLASS "A" CONCRETE F'C = 3,500 P.S.I. o -------- - ------- — — —� CLASS »B�, CONCRETE F?C = 3,000 P.S.I. \ STA. 306+21 A A �� CLASS C CONCRETE F C = 4,000 P.S.I. \ LINE 306+ \\ REINFORCING STEEL (GRADE 60) FY = 60,000 P.S.I. \ P.G. EL. 874.10' \ �. v GEOTECH N I CAL SPECIFICATIONS \\ \ \ NET ALLOWABLE BEARING PRESSURE 2500 PSF \ FRIi,TiON ANGLE (S) 17' (BACKFILL MATERIAL) \ FRICTION FACTCR (TAN 8) 0.3 \ \' ULTIMATE COHESION C 1000 PSF �, V ( } I \ ULTIMATE ADHESION (Ca) 750 PSF ANGLE OF INTERNAL FRICTION 33' (NON-COHESIVE FOUNDATION SOILS) ANGLE OF INTERNAL FRICTION 26' (COHESIVE FOUNDATION SOILS) PRECAST LEG -71� STRUCTURE N ! BACKFILL I' O� WING #3 /� WING #4 CDf � 1 i OPTIONAL PEDESTAL N 30'-0" 30'-0" 30'-0" CONCRETE-- - - - - - ----�;,r - -- -- -- FOOTING BOTTOM FOOTING -/ WIDTH BY PLAN EL 855.70'(TYP.) FABRICATOR SCALE: 1 /8" = 1'-0" » A PRECAST REINFORCED CONCRETE FOOTING SECTION THREE-SIDED CULVERT Scale: r = 1'—On SINGLE SPAN: 28'- 0"; SKEW: 40° Lt. * ASSUMED DIMENSIONS, FINAL DIMENSIONS 38'-0" CLEAR ROADWAY BY FABRICATOR, SEE SPECIAL PROVISIONS HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ✓0%�� RECOMMENDED ' AS NOTED HAMILTON 3 8901 Otis Avenue `�,`Z`: �.°�srfq�o G'�' FOR APPROVAL CrrY OF L VERTICAL SCALE DESIGNATION Indianapolis, Indiana _ No. = �E�ENGINEER DATE AS NOTED 4621.6-1037 -°C= 1-866-973-7100 STATE OF SURVEY BOOK SHEETS DESIGNED: APL DRAWN: HAMILTON COUNTY BRIDGE NO 43 317-826-7100 '%�f+ "'�NDIAN� �� APL 3 of 13 �.���`O�\ CONTRACT PROJECT '%iiri3ONA�`����������``�� CHECKED: CJO CHECKED: CJO GENERAL PLAN 78'-4" , „ „ » „ „ BILL OF MATERIALS 10 9'-2 4'-8 19 -0 CLEAR ROADWAY 6 -6 6'-6 19 -0 CLEAR ROADWAY - -- 2 -8 - 9 -2 a 10 PRECAST THREE-SIDED CULVERT 0 6 -0 6 0 2 -0 „ ESTIMATE OF QUANTITIES 8'-0" SIDEWALK 4'-2 2 -0 16'-0" LANE 2'- - --��- ► 16 0 LANE 2 -0 2 -2 8 -0 SIDEWALK j WINCWALL 224.0 SYS. PRECAST, THREE SIDED STRUCTURE, 28 FT. X. 10 FT. 114.0 LFT. CONCRETE BRIDGE RAILING, TX, 1,950.0 CYS. 1 _-, � � 2� -- PROFILE GRADE � � � STRUCTURE BACKFILL 2� �F1r 2� - MODIFIED (TYP.) - ; PROFILE GRADE - 2- -__� j 15 �'� � 2% GEOTEXTILES 867.0 SYS. � � 15� - -- -- - � -- -- RIP RAP CLASS 1 _ XXX TONS XXX TONS - — — —" —` ' — — -- — — — — — — - EXCAVATIO WATERWAY - - - - - ,_;- - --,/- - - - -- - - —,�- - ,g; ;\ - -- ---- ----- - -- _ -__ - - _ --- __ 1150 CYS. -- ., RIP RAP, CLASS 2 — -- — - - 16� X16 ,-, - 3i - - - --- S ( K ` iS ) �� rf K -- LOW STR. EL.=871.00' Q LL, 4'-0» 4 0» Z ---- _� EXISTING FLOWLINE EL. 862.70' -- -- - - O O C i PROPOSED FLOWLINE EL. 859.70' - - - - -- --- - - - - — -- - - - _ -- �N __ _ _ C - D C OPTIONAL PEDESTAL jc - BOTTOM FOOTING EL. 855.70' SECTION "A-A" SCALE " = 1'-0" LEGEND LIMITS OF SURFACE SEAL & MASONRY COATING O COLORED AND STAMPED CONCRETE, 4" ON _ ---__ 9,-2„ 6" COMPACTED AGGREGATE BASE, N0. 53 STONE �� F1 REINFORCED CONCRETE SIDEWALK, 10" 1'-2" �\ 8'-0, ' OK 165#/SYD HMA SURFACE, TYPE C, 9.5mm ON 2 1 -0 275#/SYD HMA INTERMEDIATE, TYPE C, 19.0 mm ON / -- - - 330#/SYD HMA BASE, TYPE C, 25.0 mm ON / 300#/SYD HMA INTERMEDIATE, TYPE C, OG19.0 mm ON 330#/SYD HMA BASE, TYPE C, 25.0 mm Existing nowline j - -- - - --- -- _-- --- - - - 870 870 Q SUBGRADE TREATMENT, TYPE 860 860 - - - 15 COMBINED CONCRETE CURB AND GUTTER (TYPE II) ; 850 -. - - _ ! _-__- -_ - - - --- .- - - 16 COMBINED CONCRETE CURB AND GUTTER (TYPE III) 840 Proposed Flooi►line - 840 � � � ° � N 53 6" COMPACTED AGGREGATE, NO. 53, BASE co coi co co co co 00 00 00 0o \ / 0011 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 ZIX X / REINFORCED CONCRETE SIDEWALK, 10" LINE "BR" PROFILE / SCALE 1"=30' CONCRETE HEADWALL f WINGWALL ---- Y2" EXPANSION JOINT o - -- 6" COMPACTED AGGREGATE, NO. 53, BASE 1 � �1 VARIES _ CONCRETE SIDEWALK DETAIL TYPICAL SECTION - STREAM Scale: " = 1'-0" NOT TO SCALE PRECAST REINFORCED CONCRETE THREE-SIDED CULVERT SINGLE SPAN: 28'-0"; SKEW: 40° Lt. 38'-0" CLEAR ROADWAY HORIZONTAL SCALE BRIDGE FILE ` �pQHER % AS NOTED HAMILTON 43 Historic port Harrison \\o``���5,.•`§rs V 0��'°'% RECOMMENDED 8901 Otis Avenue v�.��,o RFO:G'G' FOR APPROVAL CITY OF CAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana __' N0, = DESI ENGINEER DATE AS NOTED 46216-1037 ;Z PE19700209 °`= SURVEY BOOK SHEETS 1-866-973--7100 4 HATE OF _ DESIGNED: APL DRAWN: APL HAMILTON COUNTY �RiaGE NO. 43 317-826-7100 %6,f '•�DtAN�'V� 4 of 13 % �N A�. ������` CONTRACT PROJECT ����`�� CHECKED• CEO CHECKED: CJO GENERAL PLAN -- ------- - — 06-07 ­77 p­ I E'- PROJECT NUMBER BORING NUMBER IF=r' j L., NUMBE"R OR!NG NUMBER ` Ij �' : Il GEOLOGIC DRILL LOG Proposed [Jrid 005 GEOLOGIC DRILL LOG ProL)osed Bl over Williams Creek 4358-005 1 TB-1 _qc over Williams Creek 4358. T121-2 I T D BY CHECKF BY L,'-j C U''L L) H Y ("i It (,Ki D ill/ 136th Street and Sprin2l Road I JW T-S!M B 136th Street and Sp ring il jW T-S/M B Road I I DR:� ; F7 I P V F T ��O;�l[N6 I)IA IC"7At- DEPTH ElE f_�UN ICOMP-ETED DRILLER DRIt t F-QUIPMEN . BORING DW TOTAL DEPTH 1/24i/05 1%24,05 ADS CME 750 1.25" 20 feet 1 ji241 05 1124105 ADS CME 750 1.25" 20 feet (�k-)R L R E C"D V'--:R Y f F 7' CORE BOXES I DEPTI UPLE-V TOP OF ROCK SAMPLES ROUND ELEVATION DF-PTH/ELEV GROU Al ER _);�L p3o"E�1� D r " I , . ­ ')�,PTH� -1 1 �7 10 feet 0ELEV I V 7 feet 8 T 870 Dry 8 868 .- 5 feet ASTIVI D-1586 (1 D SS 1.4'') N(, Ground surface elevation estimated l available plans, 17"A M,f I L T E YPE ASTM D-1586 (11D SS 1.4") 1 No Ground SUll elevation estimated from available plans. ',A/A'1 F.;q 0 N T ENT DRILLING NOTES ES­P:P'K)N AND (._,L_ASSIF;CA','I0N FS C 0 N i7 I'll _I'1'16 N" L:,7 c Q T i water C, coior l ct ure 71 watiez,return. Character o'Irilling 41 Topsoil 04 sandy CLAY with I Brown, mois, meicijum stiff to stitt s U r-)w l c,s t ,�-,,ry s-_Jf, 'c st t a itll s�if,,Jy C1 A,( g -�-v'el GU rj -ine 4-) Cave depth at 3 feet 4 C-) t t at feet 'Ify a y d .-jr- c;tiff Ici ��ird. silty sandy C' AY with /4';6) + f 1 L L �;J i vc�-t "'c"'-" U �A N 7 4 4 5+ • -7- G,ound water on rods at 10 feet. rn .1 S C n,; I-A y �N i) Cave ce'-irr-1 at eel 40 4 5 4!- J 6 5 7 40 4O 15 - -7 2�'b/l 'i 4 54 WING #2 Greer,' ()[,,i. ..,ery t;tlff hard, sandy CLAY with trace fine grave'!7 C, 4 Bottom of baring at 20 feet Bcttoni of boi Jz 20 feet 2r 25 C) WING #1 35 - 35 Schreider Schrelder LINE "A136" STA. 306+21—/" LINE "A136" P.G. EL. 874.10' NOTES: THE EN11RE GEOTECHNICAL REPORT SHALL BE AVAILABLE TO THE CONTRACTOR UPON REQUEST. THE PRECAST STRUCTURE SUPPLIER SHALL BE RESPONSIBLE FOR THE FOUNDATION DESIGN. THE SUPPLIER SHALL SUBMIT, THROUGH THE CONTRACTOR, 5 SETS OF SEALED DESIGN DRAWINGS AND CALCULATIONS TO THE ENGINEER OF RECORD FOR APPROVAL. SEE SPECIAL PROVISIONS FOR FOOTING DESIGN SPECIFICATIONS. WING #3 6161 WING #4 PROPERTIES -_--_ IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, A NET ALLOWABLE ----PARAMETER NON-COHESIVE COHESIVE BEARING PRESSURE OF 2,500 psf SHALL BE USED FOR THE PROPOSED - - FOOTING DESIGN. FRICTION ANGLE OF STRUCTURE BACKFILL 6 17' ANGLE OF INTERNAL FRICTION—FOUNDATION SOILS 33_* ___ 26' STANDARD PENETRATION TEST: ULTIMATE COHESION (psf) 1,000 DRIVING A 2" O.D. SAMPLER 18" WITH A 140 LB HAMMER FALLING 30". COUNT MADE AT 6" INTERVALS. FIRST 6" FOR SEATING THE SAMPLER. ULTIMATE ADHESION (psf) -------.---750 "N" IS THE SUM OF THE HAMMER BLOWS OF THE SECOND AND BORING LAYOUT FRICTION FACTOR (F) OF THE FOUNDATION SOILS 0.3 0.3 THIRD 6" INTERVALS OF A 18" DRIVE. NOT TO SCALE HORIZONTAL SCALE BRIDGE FILE z Historic Fort Harrison \\04 AS NOTED HAMILTON #43 IRV RECOMMENDED T E;j�. CrrY OF CAL VERTICAL SCALE DESIGNATION B90t Otis Avenue FOR APPROVAL Indianapolis, Indiana NO. DE /ENGINEER DATE AS NOTED 46216-1037 .PE19700209 SURVEY BOOK SHEETS 1 866 973_7100 4P - STATE OF ."��il DESIGNED: APL DRAWN: JBS % HAMILTON COUNTY BRIDGE NO. 43 5 of 13 317-826-7100 Schnewer CONTRACT PROJECT CHECKED: CJO CHECKED: CJO SOIL BORING 06-07 BILL OF MATERIALS 2 REINFORCED CONCRETE SIDEWALK EPDXY COATED REINFORCING STEEL WEH SIZE & MARK NO. OF BARS LENGTH (LIGBST) CONCRETE BRIDGE RAILING, TX, MODIFIED 601 186 10'-2 To" 2,842 580 368 3'-2 #5 156 32'-6 #5 1 86 8'-10 TOTAL #5 8,218 TOTAL E.C. REINFORCING STEEL 11,060 580 *ALL REINFCRCING SHALL BE EPDXY COATED MISCELLANEOUS EXPANSION ,,---TYPE "A" JOINT REINFORCED CONCRETE SIDEWALK, 10 IN. 187.4 SYS JOINT 601 -COMPACTED AGGREGATE, NO. 53, BASE 64.0 TONS of 2% C14 NOTE: CONCRETE FOR RAILING, RAILING TRANSITIONS, AND REINFORCED CONCRETE SIDEWALK SHALL BE CLASS "C" CONCRETE #5 X 8'-10" SEE SHEET 9 FOR BAR BENDING DETAILS C"j 12 SP. @ 9" MAX 82-81y 9'-2" REINFORCED CONCRETE SIDEWALK DETAIL SCALE: 1" = 1*-0" 92'-0" 31'-0" 30'-0" 31,-0" 61" 61 SP. @ 6" MAX. 30'-21" (62-580 REQ'D) 61 SP. @ 6" MAX 30'-21" (62-580 REQ'D) 61" 2 2 3" 59 SP. @ 6" MAX 29'-6" (60-580 REQ'D) 2 2 00 184-580 -00 >< --TOOLED JOINT < ME 93-601 (TOP) (9) 26 LINES (13 TOP & 13 BOTTOM TOOLED JOINT 93 #5 X 8'-10" (BOTTOM) 30" MIN. LAP (TYP.) 11� 3 #5 X 32'-6" (EACH LINE) 78 #5 X 32'-6" TOTAL 92 SP. @ 12" MAX. = 91'-6" (93-601 TOP & 93-#5 X 8'-10" BOTTOM) 3 REINFORCED CONCRETE SIDEWALK PLAN NORTH & SOUTH SIDEWALK SCALE: Y4" = 1'-0" HORIZONTAL SCALE BRIDGE FILE AS NOTED HAMILTON #43������``Q��\\\'�QQHER���������� ..........• RECOMMENDED Historic Fort Harrison IST FOR APPROVAL CITY OF CAL VERTICAL SCALE DESIGNATION ZV :.,+ 8901 Otis Avenue DESIGN AENGINEER AS NOTED No. Indianapolis, Indiana PE19701 46216-1037 4:2 1, D209 SURVEY BOOK SHEETS STATE OF DRAWN: DESIGNED: APL APL 1-866-973--7100 - 4 __ ­- — HAMILTON COUNTY BRIDGE NO. 43 6 of 13• 140ow Now 317--826-7100 ON CONTRACT PROJECT ON At CHECKED: CJO CHECKED: CJO SIDEWALK DETAILS 06-07 30'-0" OPEN JOINT (TYP.), -, �-------- - --- -- --- ---------- ------- ----- - _-- -------- - - __ __ - - ------ ----- -- � - OPEN JOINT, END END OF RAILING , 29'- 1„ % OF RAILING (TYP.) -11 2 1» , 1» 1» 4 1 -42 104 1» 1» 1„ 17 WINDOW SP. 0 1'-6" = 25'-6" 104 1 -42 4 - --------- - ----- - - ---- ---- - - - - -- - - - -- -------_— - - - - - - -- i --- G!f »F" "Elf zzz j j i l i i j I i I � J I l _ I I I I I'I I � j I I i j i i i Ij ICI i 11 �j I II I II s I ' I �I D D j �I i j : /LA 7-1 Ill ,PE" 1 "Gl, ELEVATION — WINDOW SPACING "Flo CONCRETE BRIDGE RAILING.TX, MODIFIED SCALE: " = 1'-0" 29 -112» 3 Q 6" MAX 3 @ 6" MAX 3 1 -54 1 -0 6 1 -0 6 1 -0 6 1 -0 6" -0 6 1 -0 6" -0 6 1 -0 6 1 _0 6 1 -0 6 1 -0 6 1 -0 6 1 -0 6 1 -0 6 1'-0" 6 1 -0 6" 1 -0 6 1 -0 = 5 „ 502 SPACING „ r- -.,�_--.r'---„ .. , » E ,yE " ,f �_..- , „ » --.�,i► , ff , „ » , „ -, , » ,y_ , „ HIS , „ _- , - ' ----„_ „ , ,, ,� _ , „ ..'__ _ '.._._." , „ - 15_ -- -._-.. _- ----- 1 � 2-702 - (1 EACH FACE - 502 42 EACH 60-580 PRESET IN SLAB —2 - #5 X 29'-6" (1 EACH FACE) ELEVATION — REINFORCING CONCRETE BRIDGE RAILING, TX, MODIFIED � POST POST POST I /r-EDGE OF SLAB/FACE OF WINGWALL -6 1 -6 _ -FACE OF RAILING „ » » f / 0 DETAIL "C” - - } 6 6 6 6 6 �___6 yl N IN = M O - --- —IN -� • • �iv ---. • • ------� • • ----11 • • -- IN = _ __ _ _ — — r I ---- � I ----� I -----� -- -502 (TYP.) 12(IYP. (TYP.)1 FACE OF RAILING � I CONCRETE FOR RAILING, RAILING TRANSITIONS, AND REINFORCED DETAIL »C» SECTION "D-D" CONCRETE SIDEWALK SHALL BE CLASS "C" CONCRETE SCALE. 1" = 1'-0" NOT TO SCALE ��� HORIZONTAL SCALE BRIDGE FILE ��OPHER RECOMMENDED AS NOTED HAMILTON 43 Historic Fort Harrison `\��S'°%ST'ch; �X''% FOR APPROVAL OF C�� L 8901 Otis Avenue °'':� = - VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. DESI ENGINEER DATE AS NOTED PEI 97010209 W 46216-103 i '7 STATE OF �; HAMILTON COUNTY BRIDGE NO. 43 SURVEY BOOK 7 SHEETS 1 o1 13 � ., , Z DESIGNED: APL DRAWN: APL _- • 1-866-973- 1.00 '%� '••�Np�AN�.: \ � -------- 317-826 7100 °��oNAt `` `��° BRIDGE RAILING DETAILS CONTRACT PROJECT*aILA %�o �o``` CHECKED: CJO CHECKED: CJO 06-07 ,- � J" OPEN JOINT, END OF RAILING 30'-9" _� �/ TRANSITION (TYP.) 1'-101-" 10 WINDOW SP. @ 1'-6" 10 1 -4- = 15 -0 4 2 � 4 4' 0„ 7'-8" 4 J I i II i ! Ii i III ,I ,II I II II I� I II D I li r D I i v- 30,-g" 3„ - - - - ----- --- ---- ----- END OF SIDEWALK----- j „E„f It J» H of Go$ 31'-0" SIDEWALK LENGTH --�I -------------- ELEVATION — WINDOW SPACING CONCRETE BRIDGE RAILING TRANSITION, TX, MODIFIED SCALE: " 4@ 5�" MAX = 30'-9" .. 3@ 6" MAX 1» 6" 4@ 5 " MAX = 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0" _ =1'-6" 3" 502, 503, 504, 32 7 SPA @ 6 3 6 6 13 SPA @ 6 = 6 -6 I _ _ _ _ ��.-- _I�--;_ - - -- -_-= 505 SPACING. » CUTTING DIAGRAM A I 2 2'-6" MIN. LAP 504 (7 EACH), 2 - #5 X 8'-O"--�\ 2-703 505 (14 EACH) _- (1 EACH FACE) � -- (1 EACH FACE) —2-701 (1 EA. FACE) , 502 (29 EACH) - 503 (8 EACH) \ 62-580 PRESET IN SLAB --- --- -- -- - - ------------ 2 - #5 X 12'-8" (1 EACH FACE) (1 EACH FACE) ELEVATION — REINFORCING CONCRETE BRIDGE RAILING TRANSITION. TX, MODIFIED SCALE: " = 1'-0" NOTES: SEE SHEET NO. 7 FOR SECTIONS "D-D". SEE SHEET NO. 9 FOR SECTIONS "E-E" THROUGH "J-J" AND VARIOUS DETAILS. SEE SHEET NO. 9 FOR BILL OF MATERIALS. HORIZONTAL SCALE BRIDGE FILE x /Z ZO NER ✓. ° %,, RECOMMENDED AS NOTED HAMILTON 43 Historic Fort Harrison S o�. . ... •;�G' CITY OF CALL VERTICAL SCALE DESIGNATION V,: Fa., o FOR APPROVAL -z%z -- Z D 8901 Otis Avenue _ = DESIG NGINEER DATE AS NOTED Indianapolis, Indiana -� N�. OC= 6216-1o3 ��;PE19-7002091--8.44 W_ HAMILTON COUNTY BRIDGE NO. 43 suRV�r BOOK 8 SHoof 1 13 o • srA� of ; ; DESIGNED: APL DRAWN: APL 1 866-973-7100 ''� ' ` �` '•�NDI AN►:' • % JJ+ �V o CONTRACT PROJECT 317-816-7100 NiA�I 11 o��`O��\\ CHECKED: CJO - - — CHECKED: CJO -- BRIDGE RAILING DETAILS 06-07 9�" BILL OF MATERIALS 1)_C BRIDGE RAILING _J -1 o" 0 EPDXY COATED REINFORCING STEEL Weight In I 702 OR No. of Bars Length Size (Lbs) e & Mark Ln '_0 8 _4_7 703 10" 701 00 4 321-2 702 OR 702 20t-2 702 OR 703 i 703 8 loll 703 4IC-41 TOTAL #7 830 10" 2 - -__ - ! -- _— ----- --- � - - - `-- 200 10'-6 T 32 0 Ln Q0 503 --- 502 00, 001 00 505 28 12'-11 502 _o' '1 1 1 504 00� -- ___ I--- - __ -..d- 5 701 I # i COL 505 56 3'-10 00 #5 01 91 30 -4 29'-6 2" Cl. 2" Cl. T­ 504 - 00, #5 4 CnI CI 2"_CL 4 8 12'-8 502 X j0LC (Typ.) (Typ.) -0 C)i C:)i #5 8' 580 #5 580 580 -- 580 580 #5 __-#5 -#b 5 TOTAL #5 3,574 #5 # —----- Ln Ln ji 4,404 TOTAL E.C. REINFORCING STEEL Type A" Type 9 A" -1-ype A" Constr- Joint tr. Joint Type Constr. Joint Constr. Joint MISCELLANEOUS Constr. Joint -01) 2 1 0" 2" 60 LIFT 2)) CONCRETE BRIDGE RAILING, TX, MODIFIED V-07-­ 2" Ln CONCRETE BRIDGE RAILING TRANSITION, TX, MODIFIED 4 EA 1 206 SYS SECTION "J—J" - CD SURFACE SEAL SECTION "G—G" SECTION "H—H 206 SYS SEC11ON "F SCALE: 1 it-on SCALE: 1" l'-0" C111 I -,-* MASONRY-COA"flNG----.----- SEC11ON "E—E" SCALE: 1" V-113" - SCALE: 1- V-0" SCALE: 1" V-0" U -JI . PAID FOR AS LUMP SUM 21-621 9 NOTE: - \ �_� CONCRETE FOR RAILING, RAILING TRANSITIONS, AND REINFORCED 503 X 7'-O" CONCRETE SIDEWALK SHALL BE CLASS "C" CONCRETE -42 71-8t) 701 X 14!-5" 001 6" 1 0 29)-6" Cut 7 (Typ.) Makes 14 Total CD Notches -I 1 J" Width j CN PEDESTAL NOTCH DETAIL ---- SCALE: 1" = 1'-0' 91l 91" 702 X 321-2" 1'-41" V-41" CUTTING DIAGRAM "A: 2 504 X 12'-11" 311 3" 1 —1 - 18'-10" 3-1 7 (1-504 Makes two bars) 91" F edestal � otch Detail loll 703 X Cn -l" Nyp-T 1" I r- C14 -C'4 (Typ.) 8'-10" 1 595 X S-10" (Typ.) 8" 601 x 16-2" A-1- V _L1 y I 911, 2 6'? 61) Open Joint, End of Railing/Transition 10)) WINDOW PANEL DETAIL --I SCALE: 1" V-0" 580 x 3#-2" HORIZONTAL SCALE BRIDGE FILE AS NOTED HAMILTON #4� RECOMMENDED CrrY OF CARMEL DESIGNATION VERTICAL SCALE Historic Fort Harrison FOR APPROVAL / 0 AS NOTED 8901 Otis Avenue ENGINEER ed DE�i _ Z DAT97E I No. Indianapolis, Indiana SURVEY BOOK SHEETS Z= !�. PE`19700209 -- ZZ 46216--1037 STATE OF DESIGNED: APL DRAWN: APL HAMILTON COUNTY BRIDGE NO. 43 9 of #5 3,574 1-866-973-7100 os OJ CT CONTRACT 03t7--B26-7100 OW CHECKM: CJO BRIDGE RAILING DETAILS -07 CHECKED: CJO San SUMMARY OF STRUCTURE QUANTITIES FIELD - CONCRETE EXCAVATION EXCAVATION BORROW THREADED PIPE ESTIMATED 'ESTIMATED CONCRETE BRIDGE GEOTEXTILES RIPRAP, RIPRAP, BRIDGE ADDITIONAL DECK I DECK STEEL DRILLED BRIDGE BRIDGE CLASS_ C CLASS A CLASS B WINGWALL CONC. PRECAST COMPACT. STRUCTURAL HANDRAIL BRIDGE STEEL STEEL COMMON - CONC. j REINF. REINF. WATERWAY TIE BAR END BENT AREA AREA RAILING CLASS 1 CLASS 2 ORCLKi4Y BRIDGE PATCHING,G, PATCHING ENCASED HOLES SUPER � �� � SIDEWALK SIDED No. 53 BACKFlLL RAILING, (PLAIN) (EPDXY ASSESMBUES DRAIN . MASONRY i� SURFACE TRANSITION, '� i !, PARTIAL CONCRETE IN TX -- ____ -__-_ _.___- (EPDXY (6 ) COATING SEAL MODIFIED DEPTH PILES CONCRETE IN IN PLAIN M STR. SUBSTR< FOOTING 10 INCH ARCH N BASE MODIFIED COATED) -- -- OVERLAY DEPTH _ -- ---- -- - - CYS -- - - -- -- --- -- - 1 336 x120 COATED) ITEM -- --CYS CYS CYS SYS - SYS--� LFT - TONS - CYS LFT - LFT -- - LB LB -CUT FlLL 'WASTE" CUT FlLL WASTE CYS EACH LFT SYS SYS EACH SYS TONS TONS SYS CY5 CYS CYS LFT EACH - - -- -- -- PRECAST CONCRETE ! --- -- - - --- - - -- -- ---- -- -- - -- - ---- -- --I-- - -- - ------ - - ------------ -- -- ---- I - THREE—SIDED ARCH � - _ 224 114 1 950 ------- ----- 115- f ---- -- -- --- -- — -- ----- ----- ----- --- 965 _ 930----� -- 590 1 --4-- 1-- ---- --- _ ------- -—,--_-- -_ -_ _ -- - � �, 175 i 103 2 30 ! 2,202 ---------------- - ------------ --- - ._T NORTH RAILING ------ � -- - ---� - - -- --- ---- ----- ----� --- ------ � - - _ j 30 2,202 --- 175 -- 103--- 2 -- + ---- -- -- -- ---- -- -a --- --- RAILING ----- ---- - -- - -- - SOUTH I- ------ -- . _ -- ----- �—--- --- - - �- - t- - - --- ----- ---- ---_ - - t 5 530 - --------- - -- -- - -- - - - -- - 3.7 32 9 - - NORTH SIDEWALK -' - - ----- ---------- -- __------- -- - -- _---- --- -- �- _ - + - i , - I { t -- --- _--- - --- - - 5 530 - --- SOUTH SIDEWALK 93.7 3?_ ---- --- - -_. --- -- -- - ---- ---- ------ --- -- - -- - - - - ---- -- - __ - - - --- -- -- - -. - - r - r +- --- -- — - -- -- —r — -- --- i I f -- -- ---- ------ -- ---- - --- --- - ---- - --- - -- { -- - - - - - --r -- - - - - - - - - - - - --- I I_ I - -- - -- ------ ------------- ---- --- - i------- -- - - - - - - ---- — -- -- } - - - i---- - - - - TOTALS 224 187.4 114 64 1,950 60 15,464 115 350 206 4 965 930 590 �o�\\��uu,iuuuuiuuuurrr�� HORIZONTAL SCALE BRIDGE FILE S�OPHER ''%,, RECOMMENDED (�! �! N A HAMILTON 43 Historic fort Harrison °°���:o%STER �C°% ` rrY OF ARMEL 8901 Otis Avenue �,. �. FOR APPROVAL _ ZAM' VERTICAL SCALE DESIGNATION Indianapolis, Indiana No. = ESIG ENGINEER N/A 462116-1037 1;9 PE19700209 w= SURVEY BOOK SHEETS I-866-973-,106 ° ��� of .� DESIGNED: AFL ----- -- DRAWN:--_ APL — HAMILTON COUNTY BRIDGE NO. 43 SchrmWw 3 %��f ' \ 10 of 13 17 8216-71o0 %f/ON AI. ���`� /Oi� �`������``�� CHECKED: CJO CHECKED: CJO BRIDGE SUMMARY TABLE CONTRACT PROJECT - -- 06-07 307 + 00 ROW ROW _ - - - --- - - — - -- - -- -- -- - --- - - - T-- - - -- - — -- -- --- ---- 876 �- - - - rt -- -- 876 - - -- -- - - -- - _ 872 872 868 - --- -- - --- - _ - --- - - ------ 864 - - -- ------ - -- 864 �, 860 - ----- - -- -- - - - -- --- ----� -- -----� i --- --- ---- --- � - - fi --- - _ } - - --- - I -�- --;---- 860 ----- _-- --- - � - ---- ----- ---- - - off- -- _ -- -- _ _ -- -- ----- -- ±- -_- ---- � ------------- - - i - --- -- - --� - --- - y - - --- --- --� 856 856 --------- - --------t- ----- _-__� ___ _ ___- --__ � I fi -- ac oo -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 306 + 50 ---- - -- - ROW - ------ -- --- - - - - - - - - -- --- - - - - - - -- - ROW - ---- ---- --880 j -- -- -- �-- ---- - -----___--- �---- -- - --_ -_- ---- - - -- - -� -- � -- ---- � �II -- 876 r 876 872 - _ - - -- - i -- -- - - - -- ---- -- — t 872 t - - - --- - - - _ -- - - ---; -_-- ----; --±----- - _ � - -_ -- -_ i 868 868 - --- ------ —- ----- - -- - - - --- --- - -- -- - -- —i— - --- t - - - — - ------ - - ---- --- —rt— -- -- -------- r- 864 864 - - - -- -- - - - -- - - -- - - - --- - ----- -- 2 EIT- - -- - - ---- {--- -- --- - -- 8 860 60- -- - - - � - � - -- -- 0 r-") 856 I 856� -- -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 306 + 00 880 ROW --- - - - - -- -ROVE' 880 --- -- - - - --- - -- 876 -� -� _ I � - - -- 876 r - - --- 872 --- --- -- 872 -- -- - --- t -- - - - -------- ---- ---- - - -=- - = --�-- 868 - 868 864 - - ------- — 864 -- ---- -- -- -- ---- - --2"---EXIST. 860 ----- -- - -- - N 860- - - - - - - - - - - - - ---- � 856 --- - -- - -- 856 00-Loo -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 305 -+ 50 ROW - - ---- - - ROW_--- 880 880 � �-- -- - _ - T ----- �- � _ _ -- - --i- --- ----- --- --- - - _ - - T --��-- ----� ---- - - - -i---- -- -- - - - __ -,- -1- ' - --__ - --- 876 876 - ---- i- -- -- fi - ------- --- - - - - - -- - - -r - ---- ---- rr -- 872 ----- -- -- -- ---- - --- -- - -- - -- 872 - — -$ — — 868 ! - - — — --t-- - -- --- -- - - ` - - --- — 868 - � - ------- 864 864 - ----- 30" EXIS ---- -- - - r ------ --- - -- - --- - __ -- - - - - - 860 ------ --- - - - - - - - - -- ---- -- 860 rn 856 -- --- - -- - --- - - -- - --- - ---- - --- - _ -- - oo ao ----- ---- - -- - -------- --- 856 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 305 + 00 880 ROW ROW 880 + � 876 872 --- - --- -- — — ___ — — — — --� 872 868 I — _� --- __ - - --_ _ ___ ---- _ _-- - - --- - --- - _ -- - - - -_ ' --- 868 864 - „ ----- - -- ---- - - - - 864 860 1 860 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 \\��� ���� HORIZONTAL SCALE BRIDGE FILE \ �OQHER %, RECOMMENDED 1 =10 HAMILTON 43 Historic Fort Harrison �����gT'�RF aC CI� O 8901 Otis Avenue o ., FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana _ s N0. DESIGN ENGINEER DATE 1"=10' 4616--103 7 1 PE19700209 ti ��•• STATE OF •'�� DESIGNED: SS8 DRAWN: SSB HAMILTON COUNTY BRIDGE NO. 43 SURVEY BOOK 11 SHEETS 3 1-866-973-7100 - Z 317-826-7100 °f��NAL �'�°�� CHECKED: ACD CHECKED: ACD CROSS SECTIONS - LINE "A136" CONTRACT PROJECT 52+ 00 - - -- -------- -- -- -- 876 ---- 872 --- -- I -- --- -- - -- -- - - - --- 864 864 - - --- — ------------ — I --- - -- - - - --- - ----- --- - --- --- -I - ---- --- - ----I -- -- 860 - . - - it � � �X- _ - - -- ----- - -_ - - - -------- - - --- --- --8561 - o _ cD 'Lr) 852 COao - --- - -- - - ----- - - ---- - --- 852 -- —60 —40 —20 0 20 40 60 51 + 50 _ -- - - 876 876 ------ - ------ -- ---- ------- --, ' i -- -- -- - -- --- --- - - - - - ---- -- - - - -- -- ---- - - - - --- --- -- --- - - ------- ---- 872 872 ------ i , - 868 i I 8641 - - v �I sso - --- - - ' - �- z _ - - --- -------� 40 60 - 101001---60 -40 -20 0 20 51 + 00 ---- --- -- - ----- 872 872 - -- ---- - - - - - - ; � -- - - - -- 868 868 --- ----------------- - _ - -- ------ 864 ---------------- - rh 860 860 — -- --- CD (.0 - ---- --- - -1- ---- - - - --- —---- - - -- --- 20 40 —60 ---- —40 —20 0 50+ 50 -� 872 872 � f- - -- - - --- -- ------- ----------- 868 868 ---- — - -------- -- - ---- - - - -- 864 864 - - - _ - -- --- 86 - --- r7 - - -- 00 +oo —60 --- —40 —20 0 20 4 HORIZONTAL SCALE BRIDGE FILE /Z 1"=5'1 =5' HAMILTON 3 �S�pQHER 1111, RECOMMENDED C ®� � � Historic Fort Harrison .`°�:.• sr'e'' ' FOR APPROVAL VERTICAL SCALE DESIGNATION �F,O RE:o.C� 8901 Otis Avenue _ DESIGN ENGINEER DATE 1"=5' Indianapolis, Indiana - NO' 46216-1037 = PEI 9700209' = SURVEY BOOK SHEETS .•. STA� OF :.'� DESIGNED: APL - _ DRAWN: APL _ _ HAMILTON COUNTY BRIDGE NO. 43 12 of 13 10 1-866-973--710C �HoI�N�'' 317-826-71.00 fJ�' � .��� _ CONTRACT PROJECT Now 111°'�'o�i�,��O�NiA��`�10�``� CHECKED:_ CJO CHECKED: CJO _ CROSS SECTIONS LINE BR 06-07 54+ 00 -- - - T ---� T - --- - 8 872 -- -- = - ------- - - - - ----- - - fi i _--- -------- —1 868 — ----- -- ---—�--_- - ----- � ---- � ' ----- -T- 864 � I 864 -- -- - -- — --- �- - ---- -- - -- - --- -- -------- - - -- CN--------------- _ ------------ N 860 --- - - - - -- -- - co -- - Op - -- - ---- -- - - ---- - - ----- - -- - - -- - 4p 60 -------- - ---- -- ---- - ------- -- -20 p 53+ 50 72 872 ---- --- - - _ 1 868 868 �-_ ---- ---- ! �_ - _ �-- -- ------- - --- _--_-- - ----- - -- - - T` { - 64 - - - -- 864 -- -- --i----------------- -- - ---- -- -- �� --_'/ 'I �_ I --- -- - _ -- - --- ---- I -- - --- - - ------- - - -rt - -- - 860 - - - - - ------- ---- -- - - ------ -- i I - - -- - -- - ---------- -� -- - M - - -- ---- - -- - 860 I � ac°o ,I i - � --_ -- _ -- -- 60 -- - -- ----�- - -— ._—_ ---- -- ------- -- -- — 40 1- - --- - -40 - -20 p 20 53+ 00 - -- - --- 872 -- - - _- 868 - ----------- - --- 864 -- -- - --- - % �� , - - --- - - - -rl -- -- ---- - - 860 860 --_ - - -- Z cn 00 CV - �_- -- -----1- ------- -- --- fi0 00 - _— _ __ — 40 - ----- 20 -60 -40 52+ 50 -- ---- -- -- 876 T- ----- 876 - 872 872 -- ------- - - _ --- -- --- �- i 868 868 -- -- - 1864 ---------- --------------- - 864 - - ----- - -� 860 -. ---- 860 �-- -- --- ---------- ------- -- - --- -- - ---- - C> - - ----- I� _ 856 C) '< �._- 856 --- -- -- - — 2 40 0 ------ -— -40 -20 -60 HORIZONTAL SCALE BRIDGE FILE N\ /Z CITY OF CARPEL 1 =5. HAMILTON 3 RECOMMENDED Historic Fort Harrison �S• �sr'e FOR APPROVAL VERTICAL SCALE DESIGNATION V�.Q6G R"-90 ---------- 8901 Otis Avenue _s = DESIGN ENGINEER DATE 5' Indianapolis, Indiana N�' 4621.6-103 7 PE19700209 °� SURVEY BOOK SHEETS STATE : �\ DESIGNED: APL DRAWN:- APL HAMILTON COUNTY BRIDGE N0. 43 ,3 of �3 1-866-973-1100 - 317- 826-7100 %,`,�ff�' D�AN ��\�°\ CONTRACT PROJECT ,,,,,OWN A �� CHECKED: CJO CHECKED:-CJO CROSS SEC110NS LINE 06-07