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HomeMy WebLinkAboutBridge Plans Springmill Rd over Williams Creek BOARD OF PUBLIC WORKS CARM E L, INDIANA CITY OF CARMEL INDIANA PROJECT 04 =01 MAYOR JAMES BRAINARD L LORI WATSON BRIDGE PLANS MARY ANN BURKE FOR SPRING MILL ROAD OVER WILLIAMS CREEK UTILITIES ( HAMILTON COUNTY c ' Blue Sk Ct N rn J WATER: Carmel City Utilities Ben Rd 1 Civic Square m ° O� \ �\ �� �� Carmel, IN 46032 s / '� `n s Po' to Dy o ge �\e 317-571-2451 a m - -_� ---� d •° � � - I `�T.rail Creek CtE �- SANITARY SEWER: ° �" `��� - Q � Q o� Gr ce Dr I HOLEY MOLEY SAYS _ \ Twin 0 ks Dr o °- - / DON'T Clay Township Regional Waste Hauers raw D •� \ i N Q 0 Nevele Ln or Ad as Pass DI _ _ S ri n m' I P 10701 North College Avenue ,_ _ p � nd Clr \ v Carmel, IN 46280 - _- _W 141,st St _ -- - — o .. BLIND Contact Person: Candy Feltner -J-- - g o E .� Spri III Blvd m m t 317-844-9200 v> y m p N TELEPHONE: o E ° e �- A� V .°o z° m m�° y �N or v Hal ale Dr U= SBC o� �� O c m 0 M r r ' 5858 N College Avenue v j J �, IT S THE LAW IN 46220 E Twelve 0 ks Indianapolis, ^@�' C Brook MITI t CALL 2 WORKING DAYS BEFORE YOU DIG 0 Contact Person: Greg Cammack ® 317-252-5134 c Su m r Hill o 1 -800-382-5544 and Dave M u sa I I @ 317-252-5143 m - h o b I rd L CALL TOLL FREE ' PER INDIANA STATE LAW IC-8-1-26-1 __ Roya Saddl Dr' -- -`` � �'�_ � '� SCALE 1" = 1000' CN ABLE' 136 h St �� SmOk ITTISE AGAINST THE LAW TO EXCAVATE TED, i \ W 1 36th St WITHOUT NOTIFYING THE UNDERGROUND Bright House Networks — O LOCATION SERVICE TWO (2) WORKING 3030 Roosevelt Avenue \ I \ O�\e DAYS BEFORE COMMENCING WORK. Indianapolis, IN 46218 d 0 WContact Person: Jason Kirkman - �y o�d�o �� -\ 317-632-9077 Ext. 258 ° - 0) v ° E M 3 0 � o .U) GAS: ' K r nne Dr Vectren Energy Delivery bury IE03 L o I NDEX P.O. Box 1700 ;� x > -c o � c o - Noblesville, IN 46060 ° ? IL A -G4+00 � ' ! 106+00 +06 105 ,0 \ ,r .�� 01 +00 102+ 0 00 0 �� SECTION 27, T1$N, HE ',I,`F,'K "I r 5 R,', F 4 CLAY TOWNTIP LEGEND: HAMILTON MILTON COYNTY 10, 00 STA. 1 0,1,)0 LINE "B" CLASS 1 RIPRAP SCOUR PROTECTION OVER GEOTEXTILE FABRIC REQUIRED. (18" DEPTH OUTSIDE LIMITS OF STRUCTURE) LLJ V H TCHED A INDICATES 225 TONS cf\ C-4 0 CLASS RAP OVER 244 SYS. \2 k L0 ". -,­ - " P , , / ,1rl lull ET m TS OF L lj - 1 1, 4 �O' t64�K OF FABRIC FM CLEARING�\`� 60-K12" K�' LIMI \G I EOTEX11 CONSTRUCTION B LIMITS 17 6 1 11 - +80 R W -------- �` SPRING FARMS REGULAT ED AIN 71 7 2� ba 11_1�_ IN't ECTION UNE -- -- NOTES: THE EXISTING STRUCTURE IS A 17.5 FEET SPAN BY 24 FEET CLEAR =3 Li V'AND SPRING'MILL ROAD ROADWAY, REINFORCED CONCRETE SLAB STRUCTURE ON VERTICAL Al - ------ ABUTMENTS. APPROXIMATE RISE IS 9 FEET. THE RAILING IS REINFORCED MW LINE CONCRETE PARAPET. THE STRUCTURE IS TO BE REMOVED. 1, 0, A FLAT TOP STRUCTURE IS NOT PERMITTED. 7 % �J� 5 _779= NED FOR HS20-44 LOADING AND THE STRUCTURE SHALL BE DESIG 5z 7- N - -------------- 7 F ALTERNATE MILITARY LOADING IN ACCORDANCE WITH 2002 AASHTO -HATCHED-AREA INDICATES 96G,,,, SPECIFICATIONS FOR HIGHWAY BRIDGES AND ALL 4 STANDARD SPECIFICA TONS OF CLASS I RIPRAP OVER Aj SUBSEQUENT SPECIFICATIONS. 581 SYS. OF GEOTEXTILIE FABRIC CONSTRUCTION -7 'N- A 25 TEMPORARY EXCAVATION LIMITS DESIGN DEAD LOAD SHALL INCLUDE AN ALLOWANCE OF 35 PSF FOR A FUTURE UPPORT, WEARING SURFACE. D SEE NOTES �Pj THIS SHEET 1,K 1)P,FY T "P[rJFII V, A EQUIVALENT FLUID PRESSURE BEHIND WALLS SHALL BE ACTUAL �1( E% 0,/ // � UV m/ ANTICIPATED BUT NOT LESS THAN 40 PSF/FT. 01 J� LIMITS OF,� G� SECTION 26, T18N,, R3E CLEARIN TERIA. SEE SPECIAL PROVISIONS FOR ADDITIONAL DESIGN DATA AND CRI 1, "o (71 CLAY TOWNSHIP HAMILTON COU Y SEE SHEETS 4 THROUGH 9 FOR STRUCTURE DETAILS. Z 0` LINE "B" IS TO BE CONSTRUCTED. R/W IS REFERENCED FROM LINE "B" UNLESS OTHERWISE NOTED. SEE SHEET 4 FOR STREAM PROFILE. BM - IN HAMILTON COUNTY, CARMEL QUADRANGLE, NORTHWEST QUARTER OF SECTION 26, T. 18 N., R. 3 E., DNR BRONZE DISK STAMPED "HAM 61 1989", 1WPOINT' ELEV .9 890 AT THE SOUTHEAST HEADWALL OF SPRING MILL ROAD BRIDGE OVER WILLIAMS CREEK, 890 1 OW =POI 'TA 105+78 35 SET IN THE TOP OF THE SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE. NT (Z = 14 FEET EAST FROM THE CENTERLINE OF SPRING MILL ROAD, 0.6 FEET SOUTHWEST -PVI-SDk 106+20 ----- - FROM THE NORTHEAST FACE OF THE WINGWALL, 0.3 FEET BELOW THE ROADWAY. _PV1_fA1V__=_865-35 ELEVATION = 864.794 (NGVD 1929) m U, 2.99 K 66.79 00 00 HYDRAULIC DATA TABLE C) C" 880 880 r- + C3 00 ep X)- UNIT EXISTING STRUCTURE PROPOSED STRUCTURE C) ITEM MODIFIED.-TTX _BRID_GEjA[UN_G_ C) 3.1 C�4 Cq DRAINAGE AREA so. mi. 3.1 LO _CD Go Q1 00 BACKWATER FEET 865.5 864.4 --HE A-DWALL--EL CO EVATION- VARIES- CL -SEE -SHT.-- 5-FOR DE 1 AILS Uj Q100 DISCHARGE CFS 1275 1275 870 870 Q100 TAILWATER EL. FEET 864.1 864.1 Q100 VELOCITY FPS 6.6 6.0 _7 WATER AREA THROUGH STR. BELOW Q100 SIFT 140 212 z V7 "I/ -EXCAVATION—SUPPORT-1�0-TES----- 4 LOW STIR. EL. FEET 863.6 865.50 1-J -—----- ______EL )1GO----;-E�1_G_- ------ _3TR_,_ELEV___815a-0__ ROADWAY OVER FLOW SFT 355 0.0 860 I ' E_A 860 -0M--THE FACE Of THE PROPO`SED--S­TRU17+JR­E­- (4+W.-E"58, -LINE­ELE-V.-855.,30 CONTRACTOR SHALL HAVE VECTREN HORIZONTALLY AND 102% VERTICALLY LOCATE THE LNE PRIOR To OMMENCEMENT k \18\04) - AT S TRU-CTU RE) ---EXISTING - _L E_ AN BACKFI LL- F1 Gw IN D EL. 856.3 T11 I ICTURE­-AY�E­FLOWABLE -MORTOR,-- POINT OFFSET SHALL NOT_BE_LES­S_THAN___ ---JV-1H--BEMD-WM-WA­LL U­SE--STRUCT-URE-B-ACK­FI­LI:�--- ---82-.V-RT. 2 2 5 FEET HORIZONTAL-Y FROM THE LOCATED VECTREN LINE— - -I - - 850 850 —THE-CONTRACTOR-SiALL--PROVIDF-A---TEW!ORARY WAIERWAY - HATCHED AREA INDICATES —:;;;77 4_31___LT__ --ARC, EA OF -144-SQ-. F T. WITH A -M­AX1WU# F-OW LINE--ELEVATION - 5B 1--CYS--Of' --F1-OWAR F ------ X34'-LT VARIES BOTTOM OF -FOOTI�-ELEV.--8 ------ 1-03+-G5.3 5 TYPICAL SECTION STREAM __CLASS_ I RIP AP OVER . DESIGN OF TEMPORARY EXCAVATION SUPPORT SHALL_--BE--------- _ NOT TO SCALE P-RUIDED BY THE -ONTRACTOR. THREE_SETS-0E-SE�LE_D GEOTEXT11 F FAI3_R1f, COMP UTATIONS-AND-SEALED-D DAMIKII-C QL[ALL-BE---GIVEN 1\mTVTf11\_71j -(SEE RIPRAP LIMITS) --T-O-THE--€NGIN€€fR? --APPRGVAL-. PRECAST REINFORCED CONCRETE THREE—SIDED ARCH TOP STRUCTURE 840 840 C> 00 C�4 Cq 00 C-4 U­) 00 CD r10 CD co SPRING MILL ROAD OVER WILLIAMS CREEK C'4 U� 00 C� U� -7 . - 00 't - U-) U-j ui 00 U") r., r- Uj C6 Lri C.0 un, 28 FEET SPAN, 10 FEET RISE, 10' SKEW, LEFT C�D to '.000 co o co to C.0 co a; o r_ to rj C.0 C.0 C.0 co to Lo C.0 co 00 0000 m 00 00 to co 0000 00 00 00 00 00 00 00 00 co 00 00 00 00 00 (28'-51" SPAN PARALLEL TO � ROADWAY) +00 101+00 102+00 103+00 104+00 105+00 106- HORIZONTAL SCALE BRIDGE FILE 1"=30' HAMILTON NO. 546 \41HER RECOMMENDED Historic Fort Harrison a CrrY OF CARNM 8901 Otis Avenue 2P FOR APPROVAL /57-04 VERTICAL SCALE DES1GNATI0N Indianapolis, Indiana No. DESIGN ENGINEER DATE Pr=-F 46216-1037 !�'-- PE19700209 : SURVEY BOOK SHEETS 1-800-898-0332 STATE OF DESIGNED: CJO DRAWN: JBS 0 2 of SPRING MILL ROAD OVER WILLIAMS WWAMS CREEK 317-826-7100 ...... ...... CONTRACT PROJECT ON At CHECKED: APL CHECKED: APIL Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. I L STRUCTURE LAYOUT 04-01 G EOLOGi�C; DRILL LOG PR , rECT PROJECT NUMBER BORING NUMBER � DRILL LOG PRt'JECT PROJECT NUMBER BORING NUMBER 131s . Street Bridge Reconstruction 4359.002 SB-1 GEOLOGIC: LL 131st Street Brid a Reconstruction 4359.002 SB-2 SITE LOGGED BY CHECKED BY SITE LOGGED BY CHECKED BY 131st Street from Sprinq Mill Road to Meric ian Corners Blvd. JW/RD T-S/M B 131st Street from Spring Milt Read to Meridian Corners 131vd. JW/RD T-S/M B BEGUN COMPLEI ED I DROLLER DR(L- EQUIPMENT BORING DIA. I TOTAL DEPTH BEGUN COMPLETED I DRILLER bR1Ll.EQUIPMENT BORING DA. TOTAL DEPTH 1/25105 1 1125/05 ADS CME 750 1.25" 20 feet 1/25105 1 1/25105 ADS CME 750 1.25" 20 feet CORE RECOVERY (FT./'/o) CORE BOXES I DEPTH/! _EV TOP OF ROCrC SAMPLES GROUND ELEVATION D D CORE RECOVERY (FT.1%) CORE BOXES DEPTH/E LEV. TOP OF ROCK SAMPLES GROUND ELEVATION __1[DEPTH/ELE WATER D 20 feet 8 863.46 Dry ry 20 feet 8 859.35 -Try SAMPLE TYPE NO 'ES SAMPLE TYPE NO- ES ASlM D-1586 ID SS 1.4" ASTM D-1586 1D SS 1.4" WATER c 7 WATER � CONTENT I O DRILLING NOTES > CONTENT 0 DRILLING NOTES w _ S x , w i�ESCRIPTION AND CLASSIFICATION water levels, ui 0 -- _ u DESCRIPTION AND CLASSIFICATION water levels, a_ w w c) �. s- v o' density, ain size/shape,e, color, structure -' us w "' }- U CL density, size/shape, color, structure n Co > ,c c' y 9' p water return, n- m > d y, grain sizelsha O V O v � �. o 0 0• u, a M water return, Q U _, c1 a ; d Q cornpos for>, sorting, texture, maistur character of drilling, 4 O " _j �� C7= a e_ ¢ composition, sorting, texture, moisture g v z facies, ador etc 0) Z W �° co facies, odor character of drilling, etc, 0 0 0 (� i 0 , T: soii (0-3 inches . Tc psoii -6 inc hes�� - --- -- -- ---------- - --- S!_TY CLAY LOAM, with trace organics, medium stiff --- - -- — -- ;- SI_TY CLAY LOAM, with trace organics, medium stiff 1 60 414/5 3.25 r : to very stiff, dry, brown (3.1% organics). 1 80 2/5/5 3.0 to very stiff, dry, brown (2.9% organics). Cave depth at 2.5 feet. --- --__ SI_TY CLAY LOAM. medium stiff to very stiff, moist, 2 70 1/313 3.5 * br .own. 2 80 112)2 1.25 &r NDY CLAY LOAM, soft to stiff, moist brown. --- - LOAM, medium stiff to hard, dry, brown. - 3 80 616/9 4.5+ 0 LOAM, medium stiff to hard, dry, gray 3 100 211010 4.5+ 4 90 2/4/5 4.5+ 1 4 100 6/6,4 4.5+ 10 1C S1-TY CLAY LOAM, with trace organics, medium stiff LS)AM medium stiff to hard, dry,gray. Cave depth at 11 feet. 5 80 21413 2.5 # to very stiff, moist, dark brown (1.9% organics). X 5 100 4/515 1 4.5+ r 6 NR - l 6 80 1/315 4.5+ t 15 LOAM, stiff to hard, dry, gray. 1 f 7 80 2/6/9 4.5+ 0 7 100 1/37 4.5+ 8 80`- +-- 5/7/9 4.5+- r 8 100 1/517 4.5+ -- ---" ---- 20 - Bottom of boring at 20 feet. 2( Bottom of boring at 20 feet. STIR. 25 2'. L0 rri 00 N 10' ° m 30 311 1 V _ 1 1 1 1 1 1 LSB { 35 3 I I STA. 103+35 L I 1 1 30' LT. M 1 1 1 LINE "B" Schneider Schneider 1 � 1 1 1 NOTES: 1 1 1 1 THE ENTIRE GEOTECHNICAL REPORT SHALL BE 1 1 AVAILABLE TO THE CONTRACTOR UPON REQUEST. 1 ' 1 PAYMENT FOR LABOR AND MATERIALS ASSOCIATED WITH THE WINGWALL AND STRUCTURE FOUNDATIONS SHALL BE INCLUDED IN THE COST OF THE "WINGWALL" AND "STRUCTURE, PRECAST, THREE SIDED", RESPECTIVELY. PROPERTIES SB-2 THE PRECAST STRUCTURE SUPPLIER SHALL BE RESPONSIBLE FOR THE PARAMETER VALUE STA. 102+21 FOUNDATION DESIGN. THE SUPPLIER SHALL SUBMIT, THROUGH THE FRICTION ANGLE OF "B" BORROW BACKFILL b 17' 28' RT. CONTRACTOR 3 SETS OF CALCULATIONS AND 5 SETS OF SEALED DESIGN DRAWINGS TO THE ENGINEER OF RECORD FOR APPROVAL. SEE SPECIAL ANGLE OF INTERNAL FRICTION—FOUNDATION SOILS 17' PROVISIONS FOR FOOTING DESIGN SPECIFICATIONS. ULTIMATE COHESION (psf) 1000 BORING LOCATIONS FOR STRUCTURE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, A NET ALLOWABLE ULTIMATE ADHESION (psf) 750 NOT TO SCALE BEARING PRESSURE OF 2,500 psf SHALL BE USED FOR THE PROPOSED FRICTION FACTOR (F) OF THE FOUNDATION SOILS 0 FOOTING DESIGN. STANDARD PENETRATION TEST: 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. "N" IS THE SUM OF THE HAMMER BLOWS OF THE SECOND AND THIRD 6" INTERVALS OF A 18" DRIVE. °�O�,QQHER ���bj HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ���``�\ ,,.�gY.E..✓. p°'off RECOMMENDED CITY OF C AS NOTED HAMILTON N0. 546 8901 Otis Avenue v , �° Rfo:Gr' FOR APPROVAL - VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. DESIGN ENG ER ATE AS NOTED ji 46216-1037 PE19700209 o; STAB of �,, SURVEY BOOK SHEETS 1-800-898-0332 DESIGNED: cJO DRAWN: JBS SPRING MILL ROAD OVER W WAMS CREEK 3 0f 10 317-826-7100 � •'NOr��+,��`�� s A � \\ SOIL BORINGS CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. ��IrtIIIIIIIIU CHECKED: APL CHECKED: APL 04-01 NOTES: STRUCTURE SHALL BE DESIGNED FOR HS20-44 LOADING AND THE ALTERNATE MILITARY LOADING IN ACCORDANCE WITH 2002 AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES AND ALL PVI STA - 100+96.85 CONCRETE BRIDGE RAILING, SUBSEQUENT INTERIMS. PVI EL = 869.92 TTX, MODIFIED (TYP.) I STR. /-- TOP OF HEADWALL DESIGN DEAD LOAD SHALL INCLUDE AN ALLOWANCE OF 35 PSF FOR FUTURE WEARING SURFACE. ` 84--- nn EQUIVALENT FLUID PRESSURE BEHIND WALLS SHALL BE ACTUAL ANTICIPATED BUT NOT LESS THAN 40 PSF/FT. ALL REINFORCING IN THE WINGWALLS SHALL BE EPDXY COATED. 2 — - 2 w 1 SEE SPECIAL PROVISIONS FOR ADDITIONAL DESIGN DATA AND CRITERIA. o �-EL. 865.50 -EL. 857.00 SEE SHEET 4 THROUGH 9 FOR STRUCTURE DETAILS. _ � r 2'-0" ! �` r'FLOWABLE MORTAR FOR 18 CLASS I RIPRAP THE CONTRACTOR SHALL INSTALL A BRONZE BENCH MARK SUPPLIED BY EL 855.30 d BACKFILL (TYP.) THE COUNTY SURVEYOR'S OFFICE ON THE BARRIRER RAIL AS SHOWN. OVER GEOTEXTILE FABRIC. 4 SEE LAYOUT FOR RIPRAP " =='� Y t / THE ELEVATION IS TO BE STAMPED ON THE BENCHMARK. THE CONTRACTOR LIMITS (TYP.) ; _r ( r_ ; I 1 SHALL SUBMIT A LETTER TO THE COUNTY SURVEYOR'S OFFICE VERIFYING -J 1 -- THE ELEVATION WAS ESTABLISHED BY A LICENSED SURVEYOR. -- �'- 1 (TYP.) , 4,_0„ , EL. 848.30 CLASS 1 RIPRAP OVER 14'-0" 14'-0" NOTE: GEOTEXTILE FABRIC F 1'-6" USE STRUCTURE BACKFILL (UNDER STRUCTURE) 28'-0' SPAN f (TYP.) AT 1V:1H BEHIND WINGWALLS ° SECTION - "B-B" SCALE: = 1 -0 LEGEND: a-r STAMPED COLORED CONCRETE, 4" SEE ROAD PLANS CLASS I RIPRAP OVER A � � CLASS I RIPRAP OVER GEOTEXTILE SIDE SLOPE n GEOTEXTILE SIDE SLOPE 106'-0" LIMITS OF STAMPED CONCRETE BUFFER STRIP J J 53'-611 �- — 52'-6" COPING W E 10° 1 0.5% STRUCTURE LIMITS ° o I I I if ('n I STREAM PROFILE - T No Scale T 7. 7 - -`LJr I L _ - -1 _i_ l I f I i N FACE OF CURB (West Boundary. Existing Concrete Sidewalk i Q I East Boundary: Edge of Proposed Rip Rap) z ° Q II ' ' I STA. 102+82.85 "B» O CD c° II 1 11 FACE OF CURB I STR. O ~ — — — -- — — — — — — — FAC—E OF CUR— B \- LINE »B» 2g, 0 0„ I M LLJ 0 » 14� C) STR. NO. 9 14 0 1 �i OUTLET THROUGH 1 1 3-SIDED CULVERT II 11 FACE OF CURB -- L. - i N _ t T-� I 7 _L T r ' T T, l � I 1 o ' 1 w 1 1 -00 Cm ► I INSIDE FACE OF BRIDGE WINGWALL/HEADWALL DETAIL "A" -COPING FACE OF CONCRETE � 32 -0 30 52 32'-0" `�' BRIDGE RAILING, TTX, MODIFIED � BENCHMARK REQ D, _ B SEE NOTES 4 ----- - 47'-24» 47'-24» 94'-52 COPING FACE OF CONCRETE CN BRIDGE RAILING, TTX, MODIFIED "B" CLASS I RIPRAP OVER CLASS I RIPRAP OVER DETAIL "A" GEOTEXTILE SIDE SLOPE " A" GEOTEXTILE SIDE SLOPE PRECAST REINFORCED CONCRETE THREE—SIDED ARCH TOP STRUCTURE PLAN SPRING MILL ROAD OVER WILLIAMS CREEK SCALE: Y" = 1'-0" „ 28 FEET SPAN, 10 FEET RISE, 10- SKEW, LEFT SCALE: = 1 -0 (28'-51" SPAN PARALLEL TO ROADWAY) 0'00\ RECOMMENDED HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ,.```� \ ✓, �'''%,, RECOMMENDED ��� CITY OF C 1/437=1 HAMILTON N0. 546 8901 Otis Avenue \vT °�sTERFcc�% FOR APPROVAL D� VERTICAL SCALE DESIGNATION Indianapolis, Indiana = N0. I DESION4 ENGINIEtR DATE 1/4"=11 46216-1037 PEI9700209 °, 1-800-898-0332 ; STATE of ; 2; DESIGNED: CJO DRAWN: JBS SPRING MILL ROAD OVER WILLIAMS CREEK SURVEY BOOK SHEETS 317-826-7100 JJ;•'�n!��!,!'�`V\\�� 4 of 10 �NiA��,�� °�\\\ CHECKED: APL CHECKED: APL GENERAL PLAN CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-01 STR. STA. 102+83.35 "B" � STR. STA. 102+83.35 "B" EL. 869.04 EL. 868.76 I TOP OF HEADWALL. EL. 868.49 EL. 868.21 TOP OF WINGWALL TOP OF WINGWALL EL. 868.86 TOP OF WINGWALL EL. 869.14 EL. 868.31 TOP OF WINGWALL EL. 868.59 I TOP OF HEADWALL'Oo// '00/ I I EL. 848.30 i i EL. 848.30 32'-0" 30 -59/16 , o » 32'_0» 32'-0" 30'_5 / 32 -0 16 _I (PARALLEL TO LINE "B") (PARALLEL TO LINE "B") ELEVATION - EAST WALL ELEVATION - WEST WALL LOOKING EAST LOOKING WEST SCALE: SCALE: " STRUCTURE 64'-8" OUT TO OUT OF STRUCTURE 32'-4" 32'-4„ 1'-4„ 8,-0„ 2'-6„ 19'-0» 2'-6» 8'-O,. 1'-411 WINGWALL SIDEWALK -- CLEAR ROADWAY MEDIAN CLEAR ROADWAY SIDEWALK WINGWALL 1'-0» 1'-0" 2'-0" 16,_0„ 2'-0" 2'-0" 16,_0„ 2'-0" 1'-0"(TYP.) FACE OF CONCRETE 2» 2„ BRIDGE RAILING, LINE "B" TTX, MOD. (TYP.) (TYP.) TYP. PROFILE GRADE - PROFILE GRADE LEGEND: B B � 15 K K B BO* STAMPED COLORED CONCRETE, 4" ON _2% 2% --?%-2% 6" COMPACTED AGGREGATE BASE, NO. 53 165#/SYD QC/QA-HMA, 2, 64, SURFACE, 9.5 mm ON D 53 16 I 16 53 D 275#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm ON 4" COMPACTED AGGREGATE BASE, NO. 53 STONE LOW STR. EL.=865.50 Ok * 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON _ _\ 300#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, 019.0 mm ON S-0)) / \ 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm 15 * COMBINED CONCRETE CURB AND GUTTER (TYPE II) COMBINED CONCRETE CURB AND GUTTER (TYPE III) COMPACTED AGGREGATE, BASE, N0. 53 STONE HOLE REQ'D OUTLET STR. N0. 9 * QUANTITIES ARE SUMMARIZED IN ROAD PLANS. PIPE INV. EL. 857.00 L_ SECTION "A-A" SCALE " = 1'-0" HORIZONTAL SCALE BRIDGE FILE 1 4 =1 HAMILTON NO. 546 Historic Fort Harrison ��``���5�� %�,� RECOMMENDED CITY OF CARTEL 8901 Otis Avenue `\V� °�sTeRF�G'G'% FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana NO. _ DE GN ENGIN R DATE 46216 1037 PE19700209 DESIGNED: CJO DRAWN: JBS R WILLIAMS CREEK SURVEY BOOK 5 SHoEETS 10 1-800-898-0332 0`• STATE OF :�; SPRING MILL ROAD OVER 317-826-7100 e�!' ' '�OIA�r '��\�� PROJECT %PW �����////J+'••...... ��\\\\ CONTRACT iONiAil0�" CHECKED: APL CHECKED: APL GENERAL PLAN 04-01 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 180° 501 a* �i BILL OF MATERIALS PRECAST STRUCTURE STRUCTURE, PRECAST, THREE—SIDED 66 LFT 8" WINGWALL 262 SYS *THREADED TIE BAR ASSEMBLY, EPDXY COATED (501a) 728 EA 42" �„ 42" \ FLOWABLE MORTAR 561 CYS STRUCTURE BACKFILL _ _ 1,025 CYS --- - RIPRAP, CLASS 1 1,160 TONS_ SECTION "C—C" SCALE: 3" 1'-0" GEOTEXTILES 825 SYS = * INCLUDED IN THE COST OF THE "WINGWALL" PAY ITEM AND SHALL BE PROVIDED BY THE STRUCTURE MANUFACTURER. MINIMUM PULLOUT SHALL BE 18.6 KIPS. *501a X 1 '-6" THREADED TIE BAR *501a X 4'-4" (ALTERNATE) 1-6" RIVETMENT 1'-6" CLASS IC 2 1 ' ` _ BAR BENDING DETAILS NOTE: Y WINGWALL HEADWALL FABRICATOR SHALL CHOOSE TO USE NOT TO SCALE TOE SLOPE EITHER THE 501a THREADED TIE BAR OR THE 501a BENT BAR WITH 1'-3" EMBEDMENT. w ,� 30 -52 �- i C` C ill 34 8 57 SPA 6„ __ 28'-6„ 8j» 3j" - �� J N �TOP OF HEADWALL „C„ 2'-0» END OF HEADWALL PANEL----., (HEADWALL) --END OF HEADWALL PANEL SIDE SLOPE RIPRAP KEY C (WINGWALL) SCALE: Y" = 1'-0" ELEVATION — DOWEL SPACING HEADWALL PANEL SCALE: Y" = 1'-0" PRECAST LEG GROUT BED N CAST-IN-PLACE PEDESTAL 32'-D" (WIDTH BY 59 SPA ® 6" = 29'-6" 84" 3j» FABRICATOR) "C" 1 STOP OF WINGWALL CAST-IN-PLACE END OF WINGWALL PANEL END OF WINGWALL PANEL FOOTING "C"-•--� (WINGWALL) (HEADWALL) _C14 EL. 848.30 ELEVA110N — DOWEL SPACING WIDTH BY FABRICATOR WINGWALL PANEL ** ASSUMED DIMENSIONS, FINAL DIMENSIONS SCALE: Y" = 1'-0" BY FABRICATOR, SEE SPECIAL PROVISIONS. SECTION—FOOTING NOT TO SCALE HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison RECOMMENDED CITY OF CARMEN AS NOTED HAMILTON NO. 546 8901 Otis Avenue FOR APPROVAL v v� VERTICAL SCALE DESIGNATION NO. Indianapolis, Indiana IGN ENG ER DATE AS NOTED 46216-1037 • 1-800-898-0332 DESIGNED: CJO DRAWN: JBS SPRING MILL ROAD OVER WILLIAMS CREEK SURVEY BOOK SHEETS 317-826-7100 6 OfT 10 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. CHECKED: APL CHECKED: CJO STRUCTURE DETAILS CONTRACT PROJECT NO. " OPEN JOINT (TYP.),� OPEN JOINT, END 30 -5 END OF HEADWALL PANEL `� „ OF HEADWALL PANEL 1'_42" 1'-1" — — — 17 WINDOWS SPACES 1'-6» = 25'_6„ 1,_1„ 1,_42» -- E IL M 1jL11 U zj U i PEI, 1 30'-5» END OF 4 — — 4 END OF HEADWALL PANEL — _ 30'-54" (HEADWALL PANEL) - HEADWALL PANEL ELEVATION - WINDOW SPACING HEADWALL PANEL SCALE: " = 1'-0" 30'-5" 81» 2® 6"- „ „ „ , „ , „ „ , 6 1 0 6 1 0 6„ 1'-0" 6„ 1, 0„ 6» 1' 0„ 6„ 1, 0» 6» 1, 0„ 6» 1°-0" 2@ 6"= 82„ 3, 3„ 2 - 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'-0" , 502a SPA. 1 _0„ 2-702a 2 - #7 x 30'-0» (1 EA. FACE) (1 EA. FACE) 2-702a (1 EA. FACE) 502a (42 EA.) 2 #5 x 30'-0" 1„ 501 a*(60 Req'd) (1 EA. FACE) 3,� 82 57 @ 6 = 28'-6" (60-501a Req d) 81" 3" 501a SPA. SEE SHEET 6 � POST POST POST ELEVATION - REINFORCING FACE OF HEADWALL/WINGWALL HEADWALL PANEL * INCLUDED IN THE COST OF THE "WINGWALL" ITEM. SEE SHEET 6 FOR DETAILS 1'-6" 1'-6" SCALE: �" = 1'-0" � FACE OF RAILING � 6» 6" 6» 6» 6» 6" DETAIL "C" - - �N IN -� N O I •—IN d- O -1N \ • / \ • • / \ • • / \ • • / — — N — ---- ----- ----� IL -- N In In 502a (TYP.) 12 FACE OF RAILING (TYP.) (TYP.) FACE OF HEADWALL/WINGWALL NOT DETAIL »C» SEE SHEET 9 FOR SECTIONS "E-E", SECTION "D—D" VARIOUS DETAILS, AND BILL OF MATERIALS. SCALE: 1" = 1'-0" NOT TO SCALE HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ��o�` GOPHER �'%�,, RECOMMENDED �\\7 %STgR�D�/% CITY OF C AS NOTED HAMILTON NO. 546 8901 Otis Avenue Fo•.:6' FOR APPROVAL 6� VERTICAL SCALE DESIGNATION NO. Indianapolis, Indiana N0. = D GN ENGI R DATE AS NOTED 46216-1037 1� PEI 9700209 kW 1-800-898-0332 `•. STATE OF :;'� DESIGNED: CJO DRAWN: JBS SPRING MILL ROAD OVER WILLIAMS CREEK SURVEY BOOK SHEETS Schioi 317-826-7100 ''%�J' ' �N��.�N�'' G��° 7 T Of 10 ,NIAI�„`\ CHECKED: APL CHECKED: CJO BRIDGE RAILING CONTRACT PROJECT NO. Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. � DEI/'11LS O4-01 30'-9" " OPEN JOINT, END OF WINGWALL 4'-01) 7'-8" — 1'—72 _ 10 WINDOWS SPACES ® 1'-6" = 15'-0" 1'-1" 1'-42 PANEL. TYP. i -I- ( ) G» "F" 91 Ell LA i gyp, END OF WINGWALL PANEL�� 3» Plitt ff f� �._ f! !f 91 of 1 -24 J H G 301_91) F E 32'-0" (WINGWALL PANEL) ~4 ELEVATION - WINDOW SPACING WINGWALL PANEL SCALE: i" = 1'-0" 30'-9" 81' 3 32" 7 SPA 6"= 3'-6" g" 13 SPA @ 6" = 6'-6" 6" 3 © 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" 2@ 6"= 2 Cutting Diagram "A" = 1'-6" 502a, PA. 504a, T -11-011 505a SPA. F-504a (7 EA.), 2 — #7 X 18'-10" 505a (14 EA.) 2 — #5 x 8'-0' 2 —6 LAP (1 EA. FACE) �— 502a (28 EA.) 2-702a 2-701a (1 EA. FACE) 1 EA. FACE) (1 EA. FACE) 503a (8 EA.) 2 — #5x12'-8» —2 — #5 — X30'-4» (1 EA. FACE) (1 EA. FACE) 1 3 „ 501 a*2 59 SPA ® 6"= 29'-6" (61-501a Req'd) 82» 3" 501a SPA. (SEE SHEET 6) * INCLUDED IN THE COST OF THE "WINGWALL" ITEM. SEE SHEET 6 FOR DETAILS ELEVATION - REINFORCING WINGWALL PANEL SCALE: " = 1'-0" NOTES: SEE SHEET 7 FOR SECTION "D—D". SEE SHEET 9 FOR SECTIONS "E—E" THROUGH "J—J" AND VARIOUS DETAILS. SEE SHEET 9 FOR BILL OF MATERIALS. X\ HORIZONTAL��,j� %,, RECOMMENDED HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison �'' _ CITY DIi' �'' 3/4" = 1'-0" HAMILTON NO. 546 8901 Otis Avenue � ��\���gTERF'•�C�' V; o.G' FOR APPROVAL ,) ?a 6j VERTICAL SCALE DESIGNATION N0. Indianapolis, Indiana = :° N0. = GN ENGINE ATE 3 4 = 1 -0 46216-1037 PEI 9700209 °� • 1-800-898-0332 STATE OF �, SPRING MILL ROAD OVER WILLIAMS CREEK ��. �ti ' ; . DESIGNED: CJO DRAWN: JBS SURVEY BOOK SHEETS 49w Iff 317-826-7100 ,, f�, ...oi�N..•%Vs-� 8 of 10 ////� � �A�`„� � \\\\\ CHECKED: APL CHECKED: CJO BRIDGE RAILING DETAILS CONTRACT PROJECT NO. Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. 04-01 1„ 10 1„ BILL OF MATERIALS 10"-0" _; - - 1'-0" BRIDGE RAILING 1" 10" 1" EPDXY COATED REINFORCING STEEL -702a SIZE & MARK NO. OF BARS LENGTH WEIGHT 00 701a 8 141—2 -- 702a 16 4,_2 1,_p„ „ — _-------- #7 4 30,-0„ �iN » , » 7 1 10 1 i #7 8 18'-10" #7 # TOTAL #7 922 —� — -- *5010 -- -- _ „ 502a 196 10'-6" i 10" i t) 1" 0 1 " 1» 504a 28 12'-10" _ 505a 56 4'-0" ---- cry #5 8 30'-4» � w - 502a 1 " 1 Q ��N Yz 4 30 —0 2 7 2 > "' #5 8 12,_8„ 2.0 � _ _ - _ �—502a - �o �^ 00 � - #5 8 8'-0» 1 N co 14- N i _ _ i E 5 / 505a 701a TOTAL #5 3480 N 2 CLR 1„ 1„ 0 # - _ TOTAL REINF. (EPDXY COATED) _ 4402 (TYP.) cn ° C 2" CLR j o 503a CONCRETE - - - — I - j 2" CLR ` ' 2" CLR CONCRETE, C, RAILING 23 CYS. 501 a _,�, 501a (TYP.) (TYP.) 501 a 501 o "o #5 501 a o MISCELLANEOUS i #5 ,_ I #5 _ #5 SURFACE SEAL ** 205 SYS. #5 #5 — MASONRY COATING ** 205 SYS. =1N - - - - N �' "' �I �'�' * INCLUDED IN THE COST OF THE "WINGWALL" ITEM — - - Ilk, ** PAID FOR AS LUMP SUM I i � \\ Type „A" Type »A„ \ _Tie „A» Type A Constr. Joint Type A Constr. Joint 2 2 � Constr. Joint i Constr. Joint � Constr. Joint 2'-6» 7 Bars 1,_p„ » 2„ ,— 2„ 2„ 2 2» 2" 1,—p„ 2 504a X 12'-10» 1 0 2 1'-0" 1 _p 1'-4" 1 1 —4 - f- � 8„ 8» I —i ,� " SECTION "F—F" SECTION "G—G" SECTION "H—H" SECTION "J—J" SECTION "E—E" SCALE: 1/8" = 1'-0" „ „ � „ SCALE: �/s" = 1'-0" _ SCALE: 1/8" = 1'-0„ SCALE: 1/8 = 1 -0 SCALE: 1/8 = 1 -0 702a X 4'-2" 2 2 811 2.5" Radius rnl - N 3„ ; 3 b � I 00 _I 8» i �ioo 8» 0 I i o o N N N 00 PEDESTAL NOTCH SEE DETAIL (TYP.) THIS SHEET (in) (n 12" 2.5" Radius 2.5" Radius (TYP.) 502a X 10'-6" 503a X T-0" 504a X 12'-10" 505a X N N I 6 N (1-504a makes two bars) (28-504a Req d) (TYP.) 10" Cutting Diagram "A" 2'-6" CD 6" - (TYP.) ill„I7::� 3'-10„ 7,-8„ NOTCHES 1 J” WIDTH 701 a X 14'-2" 6" 6" PEDESTAL NOTCH DETAIL WINDOW PANEL DETAIL BAR BENDING DETAILS OPEN JOINT, SCALE: 1/8„ = 1'-0" SCALE: 1/8„ = 1'-0" NOT TO SCALE END OF HEADWALL/WINGWALL PANEL \\\\\o`'`>>\\�O���R // HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison �.� �5� ✓. �., RECOMMENDED _ OF C AS NOTED HAMILTON N0. 546 �v�� 0�5T Ejp o GGy% FOR APPROVAL �D VERTICAL SCALE DESIGNATION NO. 8901 Otis Avenue ' Indianapolis, Indiana No. = D GN ENGINM IYATE AS NOTED 46216-1037 PE19700209:.--`"72 SURVEY BOOK SHEETS 1-800-898.0332 �:, STATE OF .'2 DESIGNED: CJO DRAWN: JBS SPRING MILL ROAD OVER WILLIAMS CREEK 9 of ,o 317-826-7100 ��f "'�!�!D�AN ��\� S619 109jw ''% J/ t`� �` CONTRACT PROJECT NO. Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. ////i �>�'IA�Li��������\\\\\\\\\ CHECKED: APL CHECKED: CJO BRIDGE RAILING DETAILS 04-01 IL_ SUMMARY OF STRUCTURE QUANTITIES CONCRETE REINF. EXCAVATION, *THREADED CONCRETE MASONRY FIELD CLASS C CLASS A CLASS B STAMPED CONCRETE REINF. REINF. EXCAVATION BORROW TIE BAR RIPRAP GEOTEXTILES EST. BRIDGE BARRIER BRIDGE BRIDGE PRECAST WINGWALL SURFACE COATING DRILLED HOLES E CONCRETE CONC. FLOWABLE COMP. STRUCTURE WATERWAY UNCLASSIFIED ASSESMBLIES CLASS I AREA RAIL DELINEATORS DECK DECK THREE-SIDED SEAL BACKFlLL AGGR. BACKFlLL COLORED C, RAILING STEEL STEEL SURFACE TRANSITION OVERLAY OVERLAY ARCH IN SUPER IN IN CLASS "C" BRIDGE BASE, CONCRETE, (PLAIN) (EPDXY (EPDXY SEAL TYPE TTX, REMOVE STR. SUBSTR. FOOTING APPR. No. 53 4" COATED) - COATED) CONCRETE 12 INCH CYS CYS �, � MODIFIED ITEM CYS CYS CYS CYS SYS CYS TONS CYS SYS CYS LB LB CUT FILL WASTE CUT FILL WASTE' CYS EACH TONS SYS SYS EACH EACH SYS SYS LFT SYS SYS SYS EACH 561 025 23 4,402 50 -- J 728* 1,160 825 6 66 262_ 205 205 HAMILTON NO. 546 ± — - ------- - - T TOTALS 561 1025 23 4,402 50 728* 1,160 825 6 66 262 * INCLUDED IN THE COST OF THE "WINGWALL" ITEM HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison �S�OQHER %,,� RECOMMENDED CITY OF C NONE HAMILTON N0. 546 8901 Otis Avenue �V�� O\gTERF�GG'�% FOR APPROVAL �� " VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. = DE ENGINEE DA NONE 46216-1037 =o';PEA 9700209 SURVEY BOOK SHEETS 1-800-898-03320 STATE OF :°A"j\ DESIGNED: CJO DRAWN: JBS SPRINGMILL ROAD OVER WILLIAMS CREEK 317-826-7100 ''%�f�;••'.�c1�N!'�V�\.\ 10 of 10 �HiA�.... CHECKED:- APL CHECKED: CJO BRIDGE SUMMARY CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. 04-01