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Home My WebLink About131st St Road Improvements (Ditch Rd to Springmill Rd) (over Henley Creek, Williams Creek, & Almond Ditch) G� � 1 / N E�tS��,rA M LU OWNER LU CITY OF CARM EL ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571 -2400 >= TOPOGRAPHIC SURVEY BY: W CROSSROAD ENGINEERS 3417 SHERMAN DRIVE BEECH GROVE, INDIANA 46107 Z (317) 780-1555 LU HOLEY MOLEY SAYS Mr DON'T DIG BLIND" 1I �tt "IIV �I : LII ��'�" I^ III INDEX OF DRAWINGS SHEET N0. , FII ��. LU I''I'l ir, IN ar �I Iw w III I II m I u I TITLE SHEET Bc INDEX 1 r '^,s^w...� III: F If "��I,rl °E. ilw m n"I41Fq " z Ipll W, III, IIII plll m l., `Ill il II 0 TYPICAL CROSS SECTIONS 2 IT'S THE LAW" �.. _ SOIL BORINGS 3 ° I" {k.,� " I; �' � II, + A • I k..", h",• y �' 4� C. IIII hl"�,, „" II Im I �,. � � CALL 2 WORKING DAYS BEFORE YOU DIG I" I _ _ �Iplll"u,l� a C FREE 544 IMM � � � � 1 800 382 5 _ , � ,. .IIII ..N � 1 g sN.. LAYOUT ALL TOLL �'ItIIII I� 1 " Y GENERAL PLAN 5 PER INDIANA STATE LAW IS-69-1991. I° p I �I" IT IS AGAINST THE LAW TO EXCAVATE Im lglll \ ` ° I , LU WITHOUT NOTIFYING THE UNDERGROUND TON SERVICE TWO (2) WORKING STRUCTURE ELEVATIONS 6 LOCA Iti DAYS BEFORE COMMENCING WORK. I; k III :uII; RAILING DETAILS 7 W kip -� r li m' III u q I BRIDGE SUMMARY 8 q �s�p lur .u. vm vJ IV I uaSllqgY I PLANS PREPARED BY: ...a 1 1�t S y "I 4 w t Si w" q mew^- a�l luu pum., tl W II un� IYu I I' � I„ �� Y • _Fry � cr "q Sul ,A ll�l 9 111 W ............ .:,<... .� . �I �.w E t�� C pW 12 � p I CL I ml III„teP I, �I �II . l u" IIIII I ° - "VII•I 4'. I I �t�.-.k"I II1A. ai.1. p ryryF PROJECT aIL�CATION IIII I 1�IIj4 Igll111'1„ ` 122M D .,, rt. u I y f agi MI� '70,400111 ',r • �r' w k" II f - r �"° Transportation & r ✓µ4 III .m"ql m l,# IMa11l t I a r . Development Consultants I� �..- '.. ��r•«.. . � Is.,,-,., .,. i I r �-,"w�d r eV.� q I dagl - 3417 SHERMAN DR. BEECH GROVE, IN 46107 (317) 780-1555 W ,�"i h . .. 1" h ..fit - , -� �� II I,"I Ift ... q III la 00 I .t3,.,4 y.; VI Iqp. I�IW I r � I., \\\�\\_QQ•D (�n�/�j/// ,rl . n QJ— `w ° I r `u 'IIIII"111 ..,# 9�P� � la�,. I" °� 1- -.,. •,. pl - IIII " I;,. ., � � !G lc i i I T R � IIx II Y �MIIP " ;, r 14, y dl".uw,, , ill . q}},�.�..y y ul�ihl I� "r.:- ,. .• '/" IIII IIINIVpN. mrc ml�.,_ II I F.L I � -��311 lii I all tl y"ulw ° 19300106 •: STATE — 1 OF _ el � wv Rlu l IRlbdlmmvq�' (i "I INDIANA DEPARTMENT OF TRANSPORTATION v ..... .. II a IIII I I L, FsS�ON A L ECG\\ i i STANDARD SPECIFICATIONS DATED 2008, INO1� / -LOCATION MAP SUPPLEMENTAL SPECIFICATIONS. O / NOT TO SCALE 612712008 as CERTIFIED BY: DATE Z PROJECT LETTING DATE . co co Z DESIGNED: RG CHECKED: BE D FM _j DRAWN: TB CHECKED: RG U LU J Z F— / APPROVED BY: Ln In BOARD OF PUBLIC WORKS AND SAFETY M JAMES BRAINARD MAYOR — CHAIRMAN PLAN SET 3 OF 5 FINAL N .0 MARY ANNE BURKE — MEMBER BRIDGE NO. 544 OVER HENLEY CREEK Q/�o '� CONSTRUCTION X.� 1r w Q 2 1 LORI WATSON — MEMBER 0 t,ro 0 Lo CITY OF CARrIfIEL PROJECT NO 06 08 131ST STREET ROAD IMPROVEMENTS DITCH ROAD TO SPRING MILL ROAD DOCUMENTS w - z o� of v zi N0. DATE REVISIONS i I APF'R. wwwwo HE V) X DOL�M LEGEND COLORED AND JOINTED CONCRETE, 7" ON 12" COMPACTED AGGREGATE BASE NO. 53 40'-0' 401-01B COLORED AND JOINTED CONCRETE, 4" ON y 12" COMPACTED AGGREGATE BASE NO. 53 6'-0' 2'-0" 16'-0' Lane 2 -011 -' 6'-�' �'-0' 2'-0' 16'-0" Lane 2'-0' 6'-�° 8'-0' Path �C PCCP FOR APPROACHES, 6" ON Minimum 6" COMPACTED AGGREGATE BASE NO. 53 � Minimum 1/ OP 165; /SYD. HMA SURFACE, TYPE A ON 275#/SYD. HMA INTERMEDIATE, TYPE A ON 26 LINE "A" 26 5" COMPACTED AGGREGATE BASE N0. 53 PX P 2s 15 K PROFILE GRADE 1s � A-� 1s PROFILE GRADE 15 2s 2� P � �••1 MP�� F GC�N;BETE SIDEWALK 4" 3.� M .2.0% 0'-6' Ctyp) 2% K f-- 01-0. yp OK 165#/SYD. HMA, SURFACE, TYPE C, 9.5 mm ON - 275#/SYD. HMA, INTERMEDIATE, TYPE C, 19.0 mm ON sG 385#/SYD. HMA, EASE, T"°:-- C, 25.0 mm ON SG 275#/SYD. HMA, INTERMEDIATE, TYPE C, OG, 19.0 mm ON 330#/SYD. HMA, EASE, TYPE C, 25.0 mm 131 ST. STREET CROSS SECTION - LINE "A " R1 105#/SYD HMA, SURFACE, TYPE A, ON SCALE: 1/4" = 1' 1 .5" SURFACE MILLING SG SUBGRADE TREATMENT, TYPE IA UU PIPE, TYPE 4, CIRCULAR 6", DOUBLE WALL, SMOOTH INT. Center of 14 BARRIER CURB AT TRUCK APRON Circle 15 COMBINED CONCRETE CURB AND GUTTER, TYPE II 4'-0' 21-01 Lane 2'-0' ro'-0' 8'-0' Path 11-01 1fi COMBINED CONCRETE CURB AND GUTTER, TYPE III 17 ROLL UURB, MODIFIED S -1 PROFILE GRADE 6 26 26 SODDING F4 SLOPE VARIES & LINE 'B' & 'C' 24"pp q 2% 17 15 2s P 1 MPx' 14 2% 3. 6" 18" RIM ELEV. TO K 2% MqX 61 6 THIS POINT GEOTEXTILE FOR Q w } 41 R._ sc UNDERDRAIN f-//SLOPE 4 FT. C° AGGREGATE FOR UNDERDRAIN i " SIZE 8 `�' ^ CLASS A # CONCRETE CIRCULATING ROUNDA BOUT PIPE, TYPE 4, 6"� 14"_� + ,� � OU - _ T CIRCULATING ROAD VIVA Y SECTION DOUBLE WALL 131 ST. AND DITCH ROAD - LINE 'B ' SMOOTH INTERIOR COMBINED CURB AND GUTTER TYPE 111 731 ST. AND CLA Y CENTER ROAD - UNDERDRAIN DETAIL - - - NO SCALE LINE C NO SCALE SCALE: 1/4" = 1 ' 24" 6„ 18„ 24„ RIM ELEV. TO " " RIM ELEV. TO 1/2" THIS POINT 6 18 THIS POINT PCCP FOR APPROACHES '6" CLASS "A 4 4 CONCRETE CLASS A CONCRETE DRIVE AREAS MAINLINE COMBINED CURB AND GUTTER TYPE ll Q) NO SCALE U T N c r" i -5 R 14" CURB NO TES - - - 4"R. CO CURING COMPOUND SHALL BE PLACED ON ALL EXPOSFU � _ T _ SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. c 24" DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. ROLL CURB MODIFIED U 0 NO SCALE c a 3�- E�r i T J Lc l O o�5 Q U O L) D.Dllll��i/ CITY OF CARI�IEL HORIZONTAL SCALE BRIDGE FILE ;sTeR !QO � RECOMMENDED 1/47=1 -0" BRIDGE 544 LJ 612712008 VERTICAL SCALE DESIGNATION FOR APPROVAL 131ST STREET _* 19300106 *= Q DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD -- w z� a STATE OF z~�� o �v�1 DESIGNED: RDG DRAWN:_RDG ROADWAY TYPICAL SECTIONS SURVEY BOOK SHEETS w�cL`'n O Z Z j/'c�.' �NDiAN? *� 2 Of 8 LIj`L`'�c,w° Transportation& ��i��ONAL ��\ CHECKED: BJE CHECKED: BJE BRIDGE 544 OVER HENLEY CREEK CONTRACT PROJECT Q-1 D n J Development Consultants 06_08 x�o�� /llllllll\ LOG OF TEST BORING Boring No. _ S-3 Low � Elevation. Project _ 131st Street Improvements USC&,GS - �Q�j� v Location ty• Datum Namilton,Coun- ,Indiana. . . Client CrossRoad Engineers, PC •, „ EEI Proj. No.... 1-07-201. . .. 7770 West New York Street-Indianapolis.Indiana 46214 Sheet .... of 1 317••273-1690 1317-273-2250(Fax)__ " - Proj. 0. Station 135+12 Weather Cloudy . Driller J.4 - I Struct, No, Hamilton 544 Offset 6 ft Rt."A" _ __-Temp._-,. ..._ ---- Inspector SAMPLE DESCRIPTIONICLASSIFICATION SOIL PROPERTIES -- and REMARKS qr, qu Y, W LL PL` PI T Rec N 'Dep.. T --Tio 0 0 0 No. o It Elev - _ ------ --- - -- -- ----- ;. . Isf -�-_ tsf pcf- i /o /° /o /o /0 Value ASPHALTIC CONCRETE, (12 in.) I GRANULAR SUBBASE ssa �, loo 10 i - -- -_ SANDY LOAM loose, Hoist, brow, (6111 r- -- - - 860- .. .. , SS-2 70 _- 5 SANDY LOAM, loos., rnoist to wr` below 7', —�— I- - - --- - brown Laz� ��J 855-A —- V / 4 SAND AND GRAVEL, medium dense, wet, Z ♦ / SS-4 95 ra.,' I 24 gray _ 1 / 3 \\ t6 �/ 41 H45 3 0 ; 15.1� 1 r BROWN, JAMES A. � 85D KATHY \ o 42 3 _ 10_0 _ a INST. 00000019187 i' 14 FULLERTON, DONALD J. \ / ! dt MICHELLE A. LOT 108 \ +74 CLASS IDRIVE -®�® 15 9 Nvsr/IVea"tt \ W=14' �, i �� SCHILDT, BRIAN 1i � / I- CLAY LOAM, hard to very stiff, gray & JILL A. CON, , \ / I� o\ INST. 09429341 CLASS I DRIB +70 W=12 1 z ass CONCR , �1 +61 CLASS I DRIVE \ W=12' SS-7 ,, 15 18 r 1, Z CRETE I -- -- ..__�20 2,25 2.42 112.4 18.0 - - - - - - -- - - Q I • 15 U&DE 84 CONSTR. LIMITS "° I l S +� ° I o 1 ! , sW S - - CONSTR. LIMITS ° ° - SS-8 t P - ------ ----- 100 24 >4 5 9 4 P C � � Transition walk C o —_._ " - P • � ` ranson Walk l� � N z5 • �� © 1 0 � --- - I ---- d LOAM, hard, gray t • 3 I \ �— ❑HE - 935 �Tf 12"pVC l w o_ ❑HE/C_- J -3]H ' ❑HE — °II ❑ E - f K - — — l�-._ ❑HE/C HE ..., ;r 'n S ❑HE/C /C --'v ❑HE/C - ❑HE/C /C '� — — — — .._ 7 LINE ,A SS-9 100 - E2/4.7 __—----- -- ------ ->4.5 .f---- - - 10.4 -_ _ u _ il- __ T R -- - - - _ — — -�- �- - — — — — — .— _- - - - T—❑HT ' :_ � j E En�scif�3oringat29,7it — — — — BHT�❑HT— HT BHT—OHT BHT ❑H --❑H - - - - - -r — — T — H �OT r � -�- ---BHT - ❑HT—BHT ❑� II BHT—❑h , a BHT ❑ T'—❑HT --$ T ❑H� I'� 1 ! V EX. GAS MNN Future Gas Line+ �KJL- o F�� a _ 1 � - ---- - L __-__—.__�------l- 2'' J W 1 — I9�:> WATER LEVEL OBSERVATIONS IO S GENERAL NOTES C Tr FG FG FG II TAT - ., '� P ti -FG —FG FG —FG :- I N l TroftS;tion © walk ��°, o r� phi l Depth --- Z7 While [ Upon .v Start , 7/9107... End ..7!5107... Rig.D12 .ATV,. ,., _rte F M —0 FG FG —FG FG l Drilling CO ... - ,. . . . - .,. FG ro° —FG ;� FG F —F I + + I -�_, ft •ll•n Completion After Drilling Drilling Me 3'�+ APP. DUST. R/W APP. EXIST. R/W o a��i W - , vl ,�� - _� I S i t — --- ........ ....... .. .. ........... T_ Method I D / ; ----------------- + � -" - -- t I -€ 2�SEMENT FOR UTILJTIES - - - - -° "- 2% - -- bent Hite chips anld concrete patch a susrface,... S r-------- ---_----- _ -.. -- - — — — — To Cave-in — -- -- ----------A= r =_ __ -==8 vc ;s :me __- __-------- - -- _- ;we Ayt'e o o -- o o o - o 0 - p _ t I The stratification lines represent the approximate boundary between soft/rock types and 1 CONSTR. LIMITS 25 S&UE ' =-- - 1 - - - �- - J , thelransiUonmav ears ua. CONSTR. LIMITS �\ asph § I8 vs- `� I ' F' I I �� rJC�S. Nn I Z ; +11 SS I DRIVE G � CLASS I DRI + 7 SQL 5 �Q � i i 1 CLASS I CRETE DRIVE +73 TIMOTHY W--13' Q0 FEE& AUNITATMY — DE - — — — — - - - I I CON QNITA CON MERCHANTS NATIONAL BANK 709709062 INST �709709062 & TRUST CO. OF INDIANAPOLIS LOT 57 i i D.R 354, pg. 156 )T 57 4, W 0 I FOUNDATION 4 WING DESIGN SUMMARY Scale: 1'=40'-0" Loam Sand 4 C-sravel 'S' Borrow Net allowable Bearing Pressure 6,000 r0,000 ro,000 of footing (psf) Estimated Unit Weight (pcf) 135 135 120 Foundation values are based on proper de-watering Angle of Internal Friction of _ _ 34° 32° efforts. Groindwater levels should be lowered to �n Angle ll ((Pb) prior 2 to 3 -set below foundation grade prior to and during placing foundations. Li Interface Friction Angle between 110 110 1� concrete and soil ( 8 ) Ld J z Ultimate Cohesion of 3,000 w foundation soil (C) (psf) ry Ultimate Adhesion between footing 1,000 Z and foundation soil (C,4 ) (psf) Minimum Footing Width of 3 Feet —SIDED REINFORCED CONCRETE THREE J Z ARCH TOP STRUCTURE (289-019 z 99-699) fy 1 SPAN: 299-1 i/2 99 SKEW: 16° LEFT U ON 131ST STREET OVER HENLEY CREEK W W HORIZONTAL SCALE BRIDGE FILE �° ,- \\�,,,,tllll►►►/ CITY OF CARMEL 1"=60' BRIDGE 544 Q J o � \� E�'QQ//�� RECOMMENDED W Z , v - o . FOR APPROVAL � =r••� V.,,4612712008 131ST STREET VERTICAL SCALE DESIGNATION X<v m _ _ DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD N/A W/M �� / _# : 19300106 0 U) "o : * SURVEY BOOK SHEETS 'P STATE OF �\ DESIGNED: RDG DRAWN: RDG SOIL BORINGS 3 of 8 W z� i \\` � .� CONTRACT PROJECT U rW 77//yj►0N \�� CHECKED: B�E CHECKED: BJE BRIDGE 544 OVER HENLEY CREEK o6-08 w w Transportation& n o0 z Z i)evelopment Consultants - -- ----- W U / �(n W'JG' X=)Elite C C N d L ++ N N N N N 0:� N N N N N N N N N ^ N N .i W a� n W m q) W 0) a) a> a) m o = a) o o c o Q a ~ O m O Q F �� _ �Om o _ C� o o CO o o O ° c0 \ CO cn cfl co M co co `-o .O°_. o .n N N o co In 00 M d. �- .-� } N C N + N O N N O M +� N r°'n rn C V7 cD +O a_ c O O + r7 [L Ll + n- + 14.0'Cn M 7 M M 0 00 N m D o O Ln lf> N d' CD • / �j o0 I� �_ M d (D �� M M M (n � to V7 - Ln Ln 00 1-) ICJ �J • 10 CV 0�/ CKJ N O N co cD O CV O O O N ir'i M Co. O Oi I� - O � �d- M �C7 N N N 00 N 00 M Lc M 00 co �f� M M O 0 cV M ^ M I!� O M Cp GD r,-j �O O 4 ^ O ,�� C5 OT 1 _ J N ° -4 N L6 e� � + co 0 of a + + + + a °o a'�o ° + �� N a + � LC) t.C) CO '' lri r O N OM ^ r m O + + (b + + + c0 + + d- t` IP I+ + + + + + Cf�1vIBS, BILLY JOE+& THELMA J. + + a I N Z SCH�DT, BRIAN ; i+ INST. ,�9809811193 CLASS I DRIVE w D.R. 214, pg. 147 a �� Tons 18' Revetment & JILL A. �� ,� \ W=14' / zz o = a INST. 9429341 0 Riprap on 90 5y8 �� # CLASS I DRIVE +70 \ CONCR / w Q J \ Y Geotextiles at Inlet ;, CONCR 12 �� ', \ // z a __j 1_ , �� +61 CLASS I DRIVE Z +10 CLASS I DRIVE 330 Tons 24" Revetment I. ,� �� z W 12' W=12' Riprap on 335 5ys i CRETE Geotextiles Thru Structure �y I 12.0' � o CONSTR. LIMITS �,� � � �, ' 15' U&DE o -1 50 50' R W CONSTR. LIMITS w Q ' , S • > +IC o -� s _ _ _ _ _ _ _ _ _ _ �,- ® - =` 50 R/j 50' �, Q Existing Structure is a 12.0 Concrete 3-6ided Box • `` \� X ST - E . . . . . . . . . SHE with Vertical Concrete Abutments and Wings with W beam C C I Transition Walk I /` 5ridge Rail, Asphalt Wearing Surface with a 24.0' Width. o� © . °O Transition Walk nl © oO I I o I © x t C co cc (To Be Removed) • Cfl I a I v o o ..I I•: �. a a 18 I � 1 15 _ >ir^ 12"pvc -- -I OHE C OHE C OHE C OHE C \ o �,[- / =.�{j_ / I - OHE C OHE/C OHE/C ; }<, I 1 \ _ c0 __ _ i __ X \ 1 / / / /� / _ OHE/C OHE/C OHE/C OHE/C OHE OHE/C - OHE,�C - 1 i; -dHE C 0 C OHE/C /C OME/C OHE C _ E✓C / �-" / j -=iOH .a OHE OHE OHE OHE �OHE - I -t- -� - -� - 16 1 - � - I - - �- ON - - - - - - - - - - - - - - - - �, II r a 3 3 LIFE r,A- - - - - - � N - - - - - - - - - - � - - - - - -- - - - - - - - 1 STREET s "�� ,oNt-77:4 OHT OHT HT OHT i-_H OHT OH�F °- OHT OHT OHT OHT OHT OHT OHT OHT 11-iY\ OH T i-__� OHT OHT OHT OHT OHT OHy�-¶-OHT OHT ,�, T T 3 OHT a OHT OHT T OHT OHT OHT OHT OHT OHT OHT OHT OHT 1-OHT OHT �/ H__ OHT 01 ► -OHT- cut 'x' on the North most Sonnet Bolt of l=ire �-lydrant. 1 1 i 1 Future Gas Line r� K 11 2' ;��Q IIJ , 'I I Future Gas Line G -- G G G G G G G O G G ° G18 G -EX. 8" STL GAS MAINZ 1 Located on the 5 Side of 131st ST. 540':t E of Brighton Ave. -FG FG FG FG -FG FG FG FG FG -FG FG FG y FG FG FG FG FG TTFG FG FG co FG a a G - Station 131+82.49 ' /, 3 Q.�/ Ry y W ----- w w w w w w w- w.�- w 11 ' O 1 b� b� I P L :J V �V 1. p - N I I N} Tr sition © Walk +�, -co , ph k I ° +N Transition Walk �,} - APP. EXIST. R/W APP. EXIST. R/W FG F( °-1 a FG FG G �-� FG I FG R W FG - FG -FG -FG FG G -�0 -rC - L- � �n a d 5ENC�-Il"L.Ag< .ice;. . . . . o�l l. ' +. I I - FG F S / FG DNR Control Station Tablet Stamped 'HAM 61 1989' �. . . . . . . . . + Fw�=f w Fw Fw + Fw -::: .� .. . . . -��,� Fw o I ":� Fw+ Fw Fw+ Fw FW- - F. (° - - -- -.-- -.- -- About 0..5 mile W of Carmel, at the Spring Mill Rd. bridge 8 pvc �' ' €, _ I _ _ _ _�2_- SEM_ENT FOR UTILITIES - - - - - - ------------- T - l CONSTR. LIMITS - - - 25' S&UE _ _ _ _ ` - - -I- - CONSTR. LIMITS o`iEr Williams Creek, set on top of the SE cone. wingwa II of - ° ° - ° ° - ° - ° o - ° - I the brid e, 14' E of the centerline of Spring Mill Rd., 0.6' I DRIVE T.B.M.-7 CONSTR. LIMITS / °Sp"1 S I \� 5W of the N face of the win wall 03' below the road. ��P E wing wall, S_ � I I ; °� Elev. = 864.794' NGVD 1929 CL +67 / F,C�\OQG I Z +11 CLASS I DRIVE a AOMAS C. CLASS I DRIVE S S I ' RICIA L. a FEENEY, TIMOTHY W=13' / ��'' FEENEY, TIMOTHY I ; W 12' CLASS I DRIVE +73 09636987 Z & AUNITA CONIC / Q� & AUNITA ' INST. 9709709062 f- - - - D.E. - - - - - - - - - 0 125 Tons 18' Revetment i ' MERCHANTS NATIONAL BANK CON C 20 # � INST. #9709709062 58 > ° v AQUILANO DON N. LOT 57 / LOT 57 �Rlprap on 110 5ys I I & TRUST CO. OF INDIANAPOLIS ' �Geotext-ales at Outl t I ' D.R 354 6 & LUCY B. �_ / � � _ I o � � � � ( m m m m � � - 000�02666C� I� " N d N \ \ a) F� 3 m m - - �7 c `-n ! coo M oo ao co `ro N o N `- N � W CT tD m Li a- '- M Cl- CL CD 40 0+ I- d O_ H 3 ~ d d N V- M M N CD 6) if] M m <t M N f� CO QD O Co M O O co M 07 M 1� N + + CS) d O_ (� Cn d. M N a0 O �' ifl a0 c0 N N CO p oo C0 00 CO M N r� CT c0 O O - I�O M M cfl [T•, N O O N M a) Co in in in co m r` N in C7) N m in r•-i rn rn v �.fj rn r7 O c.0 M M 00(P M N N N co 0J M d' 00 07 O FLAN N c0 �- CO co r O C, CD M M Ln co 00 06 M M OJ ^ 00 c0 n c0 M c0 :n d- �n CD M M M -7 d- CCJ Ln M rn � N C(-J O 10 �n M t cD cD c0 �n CO O Cp.n M M O I� t` CT - 10 N M M O M r_ 00 �C) Cp cn �n M c0 O c0 c0 cD CC] O �f] O CO 10 Q) O N M t` O f c0 M C?) 0 O cr 00 d' 1� O Cb n C_ M 00 O a _ _ _ cn 0, M O 00 00 4 0o O a) �[; c0 co c0 co c0 00 Ln N M M O c0 N I� CD cD M M CT CO O M a) CV is) Ln �•ri c0 �j o cD C.o O N i- <t Ln �n M Ln i) Ln W 00 00 00 co 00 00 cn a) O o N �n tsi ° Scale: 1"=3m'-m' `° N N °° `° C10 + + + + + + + + + + + + + H- + + + + + + + -F + + + O M M cD N N 00 N M co N N n r O � ni rri 00 LC) d- �n O Cn �i Cr + + +' "' °' "' `° All R/W Described from Line 'A' unless noted otherwise. + + + + + + + + + + + + + + ++ + + + + + + + + + + + + PI STA = 133+_50.00 PI STA = 135+25.00 PI STA = 137+25.00 PI ELEV 863.33 I ELEV = 865.7 _ I ELEV = 863.0 _ See Road Dian 4 1°'rofi le and Typical Sections for Pavement Legend 160' VERTI AL CURVE 190' VERTICAL CURVE _ _ 210' VERTICAL CURVE 875 875 870 _- _ _ - _ ___ _ 870 Dra inaes Area 1.48 Sq. Mi. Existing Profile Alon Lin 'A' - - -- --- -- - -- - ---- - --- --- - -- - --- - Design Discharge (Q100) 1-i0 Cfs. _ Proposed Prof le Line 'A' -- ---- ----- ---------- - E)esign Velocity thru Bridge (QIOO) 5.01 Ft/Sec. -- - - - - -- - --____-- _ - - --- --- -- -- -- - -- Existin Profile Along ine 'A' -- ---- Design Hlghwater Elev. (Q100) 861.91 M.S.L. 865 _ _ - - - - - - - - _ - - _ 865 �5a ckwa ter at Q100 0.10 Ft. - - _ - - - Proposed Low Structure Elev. 862.45 M.S.L. 862.21 Str. No. 198 tr. No. 03 ------ -- ------ --- - - T -- -- _-_------__ Str. No. 212 _----- ------ - - (Top of Arch Opening) s i 61. 1 Stir. No. 212 - -- ------I-1 ---------- Proposed Waterway Area 860 r o. r -� --- - Str. No. 207 - - - 2" RCP @ 1.0 °I I 860 Under Proposed Bridge Below Q100 162 Sft. 24' RCP @ 0.4% I I l 15" RCP @ 0.5 ' ' 860.40 Over Proposed Roadway 0.0 5ft. 859.90 859.40 SOP- $ --- 859.14 859.6 _ I E I I 860.04 - 859.33-/- 858.02 I ' I 858.70 ---- 859.39 I I Existing 1.Uaterway ,4rea 855 857.12 l i 58.00 - - 18' Revetment i ra - I , ---__ - y 855 Under Existing Bridpe Below Q100 110 Sft. w . Flo ine 8553$ on Geotextiles T .) Over Existing Roadway 159 Sft. CY I ! ---------- I I - Existing backwater 0.70 Ft. ------------- an. VC ---------------- II r --------- ---- ---------_---- I I W ---- ----------- ----__--- - --------- --- ---------- --------- II I Ld ------------- ---_-__-- _ _ _ _ xistirlg Low tractors evation 86 .6 .L. / I ----- -- - --- _------------- ------------ ---- 8 5 0 Low 6cour Elevation Q100 654.40 M.S.L. --- ---------------� L---- - 0 8" PVC _____ _____ __________ ______ Exist. San. 12" PVC ------------- m 850.4 1=10 line caw Scour Elevation Q500 848.60 / -- ----------------- ---------- -- ----- ---- ------------ �, 12" PVC E le =854.5 t --- - - - --- � L E M.S.L. Z - --- - -- - --- - ----- ---- - -- - - Q 2 Revetment Ri ram -- - - 845 � � Throu h Structure -------- ---- ----- - --- ---- - -- -- - 845 Z PRECAST REINFORCED CONCRETE THREE-SIDED Cf)o_ N O w - -- ---- - - - -- - - ---- --- - - -- - ----- - ARCH TOP STRUCTURE (289-099 X 9,-6'),) r- 0o V-) 00 I� 00 l� N cD r- tC) c0 N N t` co I� I� �t M - � N N -N N o � 1 SPAN: 2g - 1 1/z SKEW: 16° LEFT �; � ►� __� � - � . � � � N � 840 W \ 840 CO m - --- - - �- ----� �_ cO cO c0 �co- CO CO co co-� -_ CO CO co co co - --tQ - C� -- - cfl 0° co CO 00 00 00 CO 00 CO 00 oO 00 00 00 00 G7 oO 00 CO co aO co 00 co CO 00 00 00 00 00 00 00 00 00 00 co CO Go 0O co CO 00 CO 00 °° co °° 00 aO M °° ON 131ST STREET OVER HENLEY CREEK 132 133 134 135+ 00 136 137 138 F O Vo X� o \��IIIIIII/// // CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE X _0 m ��\F�.�:.. ��i RECOMMENDED QDW �� 131ST STREET 1"=30' BRIDGE 544 Q)w U o �U . ��Ga''STERFp'. FOR APPROVAL ��- 6/27/2008 VERTICAL SCALE DESIGNATION Z-D�Q o = _ DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD 1"=5' * 19300106 CD Q a STATE OF : �` SURVEY BOOK SHEETS z W j�O��' "!VDIANP. �� DESIGNED: RDG DRAWN: RDG LAYOUT z Z ONAL CONTRACT 4 PROJECT $ w i Transportation& IIIIII\�� CHECKED: JV CHECKED: JV BRIDGE 544 OVER HENLEY CREEK _Lj Ej�°� Development Consultants 06-08 x �o�� 5 rRUC1`Z1RE 7'O OE OU11— 7- CA/ ..4 I90' CR'5 T aL CL1�F'Y,� Modified Type TX Concrete VFI &T4 = 135+25 �Bridge Railing t Modified VFI EL. = 065.11 DATA +1.3rioio -1.355io TTTX Railing Transition LIVE L0,4D: 1- 520-44 4 Alternate 1"lilitar Loading AM�� in accordance with 2 � � 002 ,4.�4.5.�-1.T.0. Specifications ------------ -------------- °�'� and subsequent interims through 2006. Existing Grade (T �---- r x.Frwline �i�' --------- _ _ .355io ire El. - ----- ---- _________ ----- DE4D LOAD: Actual weight plus 35 lbs./sq.ft. for ----------- aBonReU1 Revetment Ripr, p -J *861.94 @ i Elev.=8,53 Precast UJingwa Its future wearin surface. g g g DESinN STR*24',o Pipe Pipe Outlet �� ootin Class 'C' Concrete: f'c= 4,000 psi 24' Revetment Ri ra �lowline �! ootin Class 'A' Concrete: f'c= 3,500 s Elev.=856.00 Rip rap Flee =854.5f Existing Structure n p through Structure Limits (Remove) Class Concrete: f'c= 3,5 00 si ELEVATION Reinforcing Steel: fy=60,000 psi Scale: 3/32"=I'-0" p it Structure GENEIR4L DOTES Benchmark Required Sta. 135+25.00 F.G. Elev.=86 5.01 4 Equivalent f=luid Pressure behind Walls shall be air I End Slop-e 24:1 NE Corner -� anticipated but not less than 40 psf / Ft. 8' a4spha It 24',0 Reinforced hr Concrete � � a411 Reinforcin 'Steel in the LUin Sidewa Ik \ ° g gwa I is 4 Concrete Ra i I In !@ ough Structure a o °`+ Transition walk °� 8' a4spha It sha I be epox coated. g � 4 � � N f Sidewalk � iL The Contractor shall I in -a y . sta 1 I a bronze e B nchmark s . " u I ied Drive . b e I Q- pp the Co unt S y . . °n _ urve or s Office i c e 0 y n the e ar y B r . ier Rail_ as — - Shown, — - - — _ own. — T — _ he Elevation�-- - ation is to be ` -� stamped on the Benchmark. The Contractor shall submit a letter to the Count Surve or's Office 131ST STREET °��'�� y y 4 Verifying the Elevation was established by a Licensed Surve or WEST BOUND a. 0 y 2 ° ,411 Roadway items, Sidewalk, 4 Colored Concrete Included Left at ith the Road Plans. I. 9 Per - - 1 r 'r `a a" ss- r . M" � 5 d d P, 1 s - - ice,° - ' Z. i" zi — -` —I 1 a 131ST STREET 67 -_-- _ a EAST BOUND 9 a�0' 4 •0 +�10 8' asp It w'�` 8' ,4s Drive — _ — Sidewa ik a a pha It � Sidewa lk -6 N 4 f= AN w a t End J._ i Scale: 3/32'=l'-0H Sidewalk 6'-0' 2'-0' 16'-0' ,4s ha It Lane 2'-0' To Face of Rail Grass Strip C:4G 10'-0' 2'-0' 2'-0' 16'-0' A halt Lane 2'-0' 2'-0' 8'-2' Sidewa lk V- C: ' Limits of 4 C�G� Masonry 21 12'-0' Grass Media C:4G Grass To Face of Rail Coatings Mod. TX Concrete (Ti Bridge Line 'a4' e Ra i I ing (Typ.) \ Slope 2io U Profile Grade �4 �4 o Slope 2% slope 20 — Slopes `t 2' — a Slope 2io Slope 2% - Headwall 862.55 m Wingwa , 9 a a a Precast Conc ete Sections t be Desi ned by C ncrete Culve t Manufacturer 862.45" in Upstream i Z i ' 80'-11'/2 ' Ion Culy rt � bourns tream ' 241-P Reinfo red Concrete Pipe throe h Structure Z Outlet Ele .=856.00 24' Revetment Riprap a 854.55 Through Strur ure 854.45 �; PRECAST REINFORCED CONCRETE THREE — SIDED elm o 0 00 0 oo ° � » N $51.22 Strip Footing For ,each Leg _ ARCH TOP STRUCTURE — 99 - 699 ) 0 5tri Footing F � URE 0 x 0 p g or .E'ach L e ��P f CAL. SECT f Oil g 851.12 1 SPAN: 29 ' — 1 1 SKEW: ° �2 16 LEFT ° 3 Scale: i/� -�" ON 131ST STREET OVER a��° HENLEY CREEK ox;,oz m�Q W 0 `\\\\\\\\11IID /// T w/c Cl CO VD .. �,, CITY OF CARME 'G.\ ' .'QOM% RECOMMENDED L HORIZONTAL SCALE C : 'e� RFO . ' FOR APPROVAL �,1� 6 27 2008 1 3 16"=1 a-0" BRIDGE FILE 31ST STREET BRIDGE 544 w w 0 o 19300106 = DESIGN ENGINEER DATE DITCH ROAD TO SPRUNG MILL ROAD VERTICAL SCALE DESIGNATION �oz_z _ : : *_ '. STATE OF = _ w Cn w / DESIGNED: RDG DRAWN: RDG DIAN?.•'Q�NN SURVEY BOOK NE- ww wo i �� cn��w . , . i��'• CVO ---- GENERAL PLAN SHEETS Transportation& /// ONA 11N�\`\ CHECKED: BJE 5 Of $ Development Consultants CHECKED: BJE BRIDGE 544 OVER HENLEY CREEK CONTRACT PROJECT a 06-08 Railing Reinforcing Spaced at 6` in Wingwalls t Headwall. See Railing Sheet for Details. 134+93.6 6 It Structure 135+33. a ° 3'i33' Rt. 3-7 Rt. at Outlet 135+�3.6 ° Precast Footing -f Reinforcing in .FootJn�, to be Included Precast Ei.=86533 E1.=865.40 3733' Rt. � Leg In Cost of Precast Tf'ree_6tded Structure ° Leg ° EI.=86524 Plowable S/° \ Mortar for/ ° p \ -E l ev.=862.45 � .� s � ° 0 Sackfill��4 \o peZi� � - - - - - - - -- - -- - - ° �'t� ° ° ° , ° V ° mod.—. ° ° +, IS' Revetment \\ / ° ° Riprap on Geotextiles \ 26'-0' O enin (28'-112 on Skew) / ° ° 18` Revetment - -- q ° d ° a ° - R d ° grout Bed ° f� d d Riprap on Geotextiles ° a " �� ° a ° -4 !'Sg12' ° d d- 4 a 0 1 ° ° fn °b .ate o a a � d 3°_Q�' d"iinimum LL' N Elev.-851'12 6� 24' Revetment Riprap Width by Fabricator � 1 � i UJidth b Fabricator EIev.=851.12 31/2 Estimate y �.'-0" �, on C�eotextiles through 4'-0' 1'-6' Use Structure aackfil/ at C3'-0' Assumed) from Survey Data 1'-6' Min. V-611 Min. (3'-0" Assumed) Structure I,�!lV ,Sehincl A l!/ingura//a ------ Existing 12' FOOTING 251-0" Three-Sided Structure Limits 25'_0' Sanitar y Sewer Scale: 3/4"= 1'-0" SOUTH ELEVATION (Do Not Disturb) Scale: 3/16"=I'-0° FOOT iNCB DETAIL-OVER PiPE Scale. 3/4"=V-0" Railing Reinforcing Spaced at 6' in Wingwa I Is 4 Headwall. See Railing Sheet for Details. 135+52.5 135+15.5 � Structure 4133' Lt. 4133' Lt. at Inlet 1 134+�5.5 E1.=86535 E1.=865.400 4133' Lt. ° EI.=86523 I a 1 ° G \ Plowable j o' E l ev.=862.55 Mortar for/ CD 0 0 Sa ckfi I l ] pe \�2 Q Q 18' Revetment o \ / 18' Revetment Riprap on Geotextiles \ 28 -0 O enin C28 -112 ' on Skew) / � � ��jj (�� ,�,��, � Riprap on Geotextiles \ LIVE LOAD: H520-44 4 Alternate " ilitar y Loading \ in accorclance with 2002 A.A.S.1-1.T.0. Specifications � and subsequent interims through 2006. o o' )Q� a7�- OC��C7C�v��o�UQoo��O Elev.=85122 6� 24' Revetment Riprap i �- p p Elev.=85122 DEAD LOAD: Actual weight plus 35 lbs./sq.ft. for 4'-0' I �, on Crteotextiles through 4'-0' 1'-6' Use Structure joackFill at future wearing surface. Structure I,N.-IY Behlnd ,4// Uingwa//s DE5IGN STRENGTHS-. Class 'C' Concrete: f'c= 4,000 psi 22'-0" Three-Sided Structure Limits 251_01 p Class "A' Concrete: f'c= 3,500 psi Glass 'B° Concrete: f'c= 3,000 psi NORTH �- � � �� Reinforcin Steel: f =60,000 psi Scale: 3/16"=1'-m" g y p G NM RAL NOTES -18'-8' Equivalent Fluid Pressure behind Walls shall be actual 1'-2' 8'-2' Sidewalk 6'-0' 2'-0° 16'-0' As halt Lane 2'-0' 10'_0' anticipated but not less than 40 psf / Ft. To Face of Rail Crass Strip C4C p CtC 2'-0' 2'-0' 16'-0' Asphalt Lane 2'-�' 2'-�' 8'-2' Sidewalk 2" 12'-0' Crass Mediail CSC C4C Ckass To Face of Fail All Reinforcing Steel in the Wingwalls 4 Concrete Railing Mod. TX Concrete spa 11 be epoxy 'coated. It Bridge Line 'A' Ra i•I ing (Typ.) ' �4 The contractor shall install a bronze 5enchmark supplied b U Profile Grade the Gount� Serve or's pp y Slopes Slope 2io Slope 2io �t 2 , y Office on the Barrier Rail as Shown.-11`Q Slope 2io - Slope 2io The Elevation is to be stamped on the Benchmark. The : . . , Slope 2% - Contractor shall submit a letter to the ' 9m a ° UJinwwaill fying v i was established bunayLicensed y Y a ° g y Suwe or He W . . 1�er i the ��e a t on y LIj 862.55 g a W J 862.45 Z W Akl Roadway Items, Sidewalk, 4 Colored Concrete Included w Ups tream recast Concr to Sections t be Designed by C ncrets Structure Manufacturer L with the Road Plans. 1 co Downs tream 1 0 -111/2 " Ione Struc ure Ir 1` 24' Revetmetit Riprap 85485 through Structure �4 Z ° o 854.45 PRECAST REINFORCED CONCRETE THREE — SIDED ° ARCH TOP STRUCTURE 28 ' - 0 " x 99 - 699 ) 85122 Strip Footing For Each Leg Strip Footing' for ,each Leg � 1 � 1 " o c N 651.12 SPAN: 20 -- 1 /2 SKEW: 16 LEFT co T�'P i CAL SE CT i ON Y J" scale: 1/�"=1'-m" ON 131ST STREET OVER HENLEY CREEK J 3 Q W X� C XCL c w o �� D iii C1 OF C L1 HORIZONTAL SCALE BRIDGE FILE Q .. .. �`V � '� + 3/167=1'-o" BRIDGE 544 z D L w ��pF� �Q ��i RECOMMENDED ` FOR APPROVAL 6 27 2008 131 ST STREET � _ ENGINEER ATE ITCH ROAD TO SPRING MILL ROAD VERTICAL SCALE DESIGNATION w Z> DESIGN D Q _* 19300106 — w w STATE OF * DESIGNED: RDG DRAWN: RDG STRUCTUR SURVEY BOOK SHEETS o Cy V)ww�wC "� %��. ��DIANP. ��\�� __ E ELEVATIONS 6 of 8 N J� Transportation ///��%�jO AL%% �\\\ CHECKED: BJE CHECKED: BJE BRID CONTRACT PROJECT X GE 544 OVER HENLEY CREEK Development Consultants 06-08 2' 1'-0' 11 2' 1'-0' 5iLL OF MATERiALS IN Chamfer ' 1'-0' IN Chamfer 'Steps' CONCRETE RAILING 11 7 '1-FI C,AL 5 I,UE EL.E VA 71 CN 2 scale: 3132"=V-0' i' Chamfer ;� REINFORCING STEEL aN 2' III-ON 2' 1'-0' _ -IO2a or Mark or Quan. Length Weight M. 2' 1'-0' -IO2a -I03a 9 9 ;n - i Size Req'd (feet) (lbs.) 1' Chamfer `Q 11/2' Notches 7010 8 14'-9" -Iola 505a 0 i Q 702a 6 14'-3" �. 503a or j _Z " between 505a 6, �� p 703a 8 17'-7 504a 0 6 �, - , Windows i �4 �4 -Iola �4 i i u 704a 2 11 —3 } �0 m i Total #7 Epoxy Reinforcing 750 502a 10 6' — ZR *5's 0 Z 501a (wi h Precast Structure)11 502a 36 6'-11 " 501a 501a s _ \� _ 503a 28 10'-0" 504a 28 11 '-8" 501a 6 501a g 6 '� 501a 501a Neadwa II in } _ in 505a 156 10'-5" Headwall or Wingwa ll - - - - #5 4 29'-8" or WingwaII 41/2 -I. 41/21 CM #5 6 24'-6" UJIngaa H UJIngua H UJingua// #5 2 21 '—6" 1'-�• 1'-�• uJingcua Il or Neadwa ll ALTERNATE #5 8 11 '—4" RAIL ON Ut NC CONN CT 1 ON SEC 7I0N n E-E 5E07I0N "F-> ► 5E0710N `Cg-Ca" SEC 710N u p- P #5 1 8 71-4" 112"= V-0" Total #5 Epoxy Reinforcing 3,066 ° ° ° ° ° ° ° Total Epoxy Reinforcing Steel 3,816 lbs. 4 44 ° ° ° CONCRETE SEC 7/0N T) _E ° Class "C" in Railing 17.6 Cys. (Including Transitions)lip 11 41 24'-10' (2l'-10' NE Corner) _ 30'-0' End Pilaster to End Pilaster__ MISCELLANEOUS -I Is 1'-61 = 10'-6' 5 6 1'-6' = -I'-6' 2'-21/21 2'-3' 1'-6' (T .) 15 Adcl'nl Spa. g I'-6'=22'-6' 1 S Windows (3 Corners) 6 Windows (NE Corner) i i ,_ Id1 121 18 Windows Total 4 -0 -I -8 ►► ►► 3 1 -1/4 2 1 1 3 101/2 ' op ® V/2 u n Joint _ 31-101/2 ' -I'-6' 3' ' -0 u I► -° CIO `E END .1 ILA11TER 4, 1 51 1'/2 $� 11'2 #701a x 14 9 1' 6' 13'-0' (102a) fo a' 11/2 11/2 ' 16'-4' ( 103a) iv Notch Notch � — 10'-0' (104a) 5.02a x ---- - -I1 � ICS✓a X 11�r"� n _ ►► ►► ►► ►► ►► ►► ►► ►► 10� *702a x 14 '-3 " t--� �--� *7.03a x 17,_ 7 COINCFk=--.E 7"E tRA I L iNCa ELEVA71ON #7.04a x ll`-3 " nH It cal 4 91/21 24'-10' (21'-101 NE Corner) Al 15'-0' Center of End Pilaster - Center of Railing Cc � 6 (Omit rwo Ullndows NF Corner - 21/2' 3' -- : � � 8 @ 21/a' 22 S a. �' = 11'-0' S3/S' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' 6' 6' 6' 6' 6' 6' 1'-0' 6' 1'-0' 6' 1'-0' �' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' ,alternate *5.01a ►► u 2--I 2--I 2 ro 41-0111 -I -8 -'103a �r � C1 Ea. ace (1 E ace) 912' 1 (NEC rner O 1 ) (No n NE 1 a. c ) N N a � 2--Iola � — Ralling� E l�dfust Lap of the �uro Bars a a' l2einloreeont 6, to J� /<e One 5.03a or 504,5 (1 Ea. l=ace) " a 1 Symmetric _ n s #5>�3a x w 21 a Fa cc ) About �.04a X 11 8 " 2- 11' 4' - a T Sole X 3 '-10 " w �, -I- 3a 40-505a (I Ea. Face) (36-505a NE) __+ Wingwallll-leadwall Fabricator shall choose to use 9-502a 2 *5 2 '- o' 2 *5 21'- 1 2 29' 1 either the 501a as shown with a 1'-3' Min. Embedment (1 E a e) C1 E& Face) - - _- E a e or the Alternate *5ola Epoxy Threaded Tie 5ar. J *varies on the specific Tie-5ar Used. Minimum a Precast CUingcua ll Precast Neadcua ll �� Pullout = 18'60o lbs. 2' 49 Spa. s ro = 24'-6' (43 5 a, a 6' = 21'-6' NE Corner) , 5_T_ 29 Spa. e Co' = 14'-6' 3' Spacine for 80-501a (14 NE Corner) G2 (Cast in Headwalls � UJingwa Ils) uantit� 4 Cost of *501a to be included in cost of Precast Three-Sided Structure. RE w cb COINC �' 1 I iNC-� 7�AN3 17'IO1N iIN O C I1NC ELEVA71ON H O L6 Scale: 1 12'=1'-0" _ - J/ p� a w 3 0 \��\\\\111111►///�� CITY OF C� E HORIZONTAL SCALE BRIDGE FILE 131ST STREET 4 =1 -0 Unless Noted BRIDGE 544 X Q � , `\��Pp.;� E.��% RECOMMENDED � /J ��j w�- � V . ��O RFO . FOR APPROVAL `�J =tom t[/• 6/271200 VERTICAL SCALE DESIGNATION Z DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD -- * 19300106 Za a �� . sTAiEOF : �` SURVEY BOOK SHEETS Z DESIGNED: RDG DRAWN: RDG 7 of 8 w LJ 0 Q /,// ..... G�� RAILING "q w o Transportation& //��%�j�� \� ��\\\ CHECKED: BJE CHECKED: BJE CONTRACT PROJECT LJ UJ_J Development Consultants BRIDGE 544 OVER HENLEY CREEK 06-08 X��Ll� SUMMARY OF B QUANTITIES CONCRETE CONCRETE REINF. EPDXY STRUCT. ANCHOR PILES CAST IRON, CLASS C CLASS A CLASS B CLASS A RAILING STEEL COATED STEEL PLATES TREATED 14"Ox 0.203" PILE TIP OVERSIZED CAST IRON GRATES, RAILING EXP. EXP. CONC. STIR. MEMBERS PRECAST PRECAST STRUCTURE FLOWABLE BARRIER SURFACE FINISHING BLASTING 12" REINFORCED MASONRY ITEM REINF. *** STEEL SHELL STEEL HP12x53 PRE-DRILLED E JOINT JOINT BOX BEAMS I BEAMS CONCRETE CONCRETE MORTAR RAIL AND ANf? CONCRETE COATING SUPERSTR SUBSTR IN FTG. CLASS C TOTAL STEEL MK-AP TIMBER STEEL H DRAIN PIPE BASINS, BACKFILL SEA' ENCASED CONCRE BEARING PILE HOLES & FITTINGS OR BS-11 LASS TYPE TYPE IS 28'-0"x9'-6" WINGWALLS BACKFILL DELINEATORS - CURING LEANNG APPROACH CU. YDS. CU. YDS. CU. YD S. CU. YDS. CU. YDS. LIN. FT. LBS. LBS. LBS. NO LIN. FT. NO LIN. FT. NO LIN. FT. EACH LIN. FT. LBS. LBS. LIN. FT. LIN. FT. SQ. FT. LIN. FT. LIN. FT. SQ. YDS. CU. YDS. CU. YDS. EACH SQ. FT. SQ. YD. SQ. YD. SQ. YD. SQ. FT. Three-Sided Precast Arch _ 81.0 131 345 319 _ 1.210 Goncrete Railing 17.6 3.816 1.805 .370 TOTALS 17.6 3.816 81.0 131 345 1 319 1.805 2.58 *,4s ,hy Precast Structures IMManut'acturer Estimated Quantity STRUCTURE DATA RIPRAP & GEOTEXTILE SUMMARY L x N DESCRIPTION SERVICE w FLOW LINE CONCR. CLA REINF. PIPE EIIGRATED B BORROW STRUCT LOCATION ,� o PIPE LENGTH LIFE �_ = COVER UP STREAM DOWN STREAM IN STRS. STEEL END SEC. BOX END SEC. FOR STIR. LT. STATION N0. J SIZE TYPE Lft. years o Ft. ELEV. ELEV. C Lbs. each each BACKFILL REMARKS RT. STATION 18-Inch 24-Inch Geotextiles Revetment Revetment Cs q . yards) _ Ri rap CTons) Ri ap CTons) Inlet CU stream) GO CIO TOTALS Total of Reinforcing Steel Carried to "Structure Quantities" Outlet Mownstream) 125 170 Through Structure 330 335 TOTALS I 185 330 595 8 ROAD PLANS FOR PAVE W UAN I IES AN APPROAC T A I M 0 D H /AGx=L=q SIDE DITCH AND SODDING SUMMARY,, SH ETS SIGN8, ROiq ON CONTROL., / T N C N M U) z J AND GUARDRAJ UMMARY (Z / a U J C� Z ry n I U 0 Cn Q 00 E L J J U 3 Q/ p0 O X CITY 0� C� EL m �i�i � \�� p I iii// � HORIZONTAL SCALE BRIDGE FILE i= �cn°° REVISIONS \��`�p�...... Q��i�� RECOMMENDED �,1� 6 X27 2008 131ST STREET N/A BRIDGE 544 DATE ITEM ��sTERFO . ��; FOR APPROVAL VERTICAL SCALE DESIGNATION 19300106 *_ DESIGN ENGINEER DATE DITCH ROAD TO SPRING SILL ROAD U } W = STATE OF O z z ■ , • �� /NDIANP �� DESIGNED: RDG DRAWN: RDG BRIDGE SUMMARY BOOK SHEETS ch U) o� SON 1 1 Ll 8 of $ Transportation Coon& //�j ANAL �� BRIDGE 544 OVER HENLEY CREEK CONTRACT PROJECT � p ii �� CHECKED: BJE CHECKED: BJE 06-08 Development Consultants Cb * l G �NYCf � r M LU LU OWNER CITY OF CARMEL ONE CIVIC SQUARE CARMEL, INDIANA 46032 317 571 -2400 TOPOGRAPHIC SURVEY BY: CROSSROAD ENGINEERS 3417 SHERMAN DRIVE BEECH GROVE, INDIANA 46107 J (317) 780-1555 J HOLEY MOLEY SAYS DON'T DIG BLIND" �`_ � �th � ��.� INDEX OF DRAWINGS SHEET N0. W flrll g O _ I � l 11TLE SHEET & INDEX 1 LU III TYPICAL CROSS SECTIONS 2 > . , II "IT'S r, ,. .. . „ 1 t - 1 3 CALL2WORKITHE BEFORE LAW" DIG 1 � I � . ....� „ .. ,"��., II„. _ SOIL BORINGS g IIr LAYOUT — 0 CAL TOL—382 E 5 4 1 80 544 fill, INI Ii „fiul. .. Il " ° PER INDIANA STATE LAW IS-69-1991. IUI A ` I GENERAL PLAN S IT IS AGAINST THE LAW TO EXCAVATE 4 l „ r _ ,, � � "I � WITHOUT NOTIFYING THE UNDERGROUND - END D B E N T N 0. 6 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK 111111 W mvl:13 "°th St Ir � ,��' "X END BENT NO. 2 7 tl vnPl%INhd "'q'ky'^��R"`""IIIII�bI END BENT AND BEARING DETAILS 8 III �i 1011lr, _ m j t:. II. xl I — BEAM DETAILS 9 r h ,III u ' q �I" PLANS PREPARED BY: I H I �„X,�� II � +”„11':11. a. II ,,, s .. I ., I "y�,�y��Iy{ u� _' �! I ,y,}y,Iy�,� Y I:::!IS ,:.,N%II�Ilnlunu lu",rrl. „ `^..• :. 4 ,r+ uu..,ry, wI,V1N: l; ,.:—. ..„ .-... ...s u, lu.- .. _. p t�.�r 'W7 ., Y I::, "1m . ,.. 131 7. , ... uulul : "�".,._. 7, W 7J 1 wa.� ..- -.., '„I. „I INI II' Itl SUPERSTRUCTURE 1 C� ”„. gl Iwl�w'r••xa, wlw a„, .rl .r ” r , �, ?...� Rf = ..- II: a II uI 111 �I ha I�1 u ,I� BRIDGE APPROACHES _ 11 11 I „ FM N I IX �N �. I wrw yr„��' , �,y� t' r 9 ” RAILING DETAILS T 12 I it BRIDGE SUMMARY 13 q Irl CL ilk y , �N Oil am .,m Id^ � � Maki .I�— Al ION ':j”. � �+ � �' � I »~,..-•X u,:.„�, P m ICI n,,•"� � r I: '?: ..�.�' «» u m I rl rz I __ ki cn Ir. „ .,�:„ .�..�..,. Ir�l"�� III Ilw : Transportation & �IUi ,i rvi I 01,1% ur ? II%�w wry:':irf lu w w�� Development Consultants ,F ,gym IBlpll 41 1 } N '` 3417 SHERMAN DR. BEECH GROVE, IN 46107 (317) 780-1555 nr"..� I ., -.. 1 -.. 4�r,"IV<.1 1 w 11�'{ ,. .,19th S It s r DGr HIiI�Ii 1 \\ NI p. " •�G\STER' _.,alyV v L Ill k µ'I k �'II i...,n l'III ,. ' 11 7 3: W. uW, u. - - 00 I p 19300106 "XIM „ .terry _�r *— Lc+ w STATE OF — h; mow, :.unl ur^ 3 4 mmllllw for" I,', 3 ",u„ all.... I” ";, ,., u, ... �il F ,>" :I; ":,u i. _ 1%' _ �X„,14r..� " N':'I lu I�r u. ..En.. I ��I�I�� I I NI„ � III ,... 1 66 dw I� 4 III, III / F ^, y. • ,- � II! I `..< f.. � �....„....la. 1 II�i m �^�Ifl.. a Ilyrl r� NpIANP` p ' . „mll INDIANA DEPARTMENT OF TRANSPORTATION o �N�\\\ % �:IN I� IX �7j1/111111111VAA�A CD STANDARD SPECIFICATIONS DATED 2008, INDO ON \ LOCATION MAP SUPPLEMENTAL SPECIFICATIONS. NOT TO SCALE 0 U v) 6/27/2008 CERTIFIED BY: DATE PROJECT LETTING DATE : 07 - 16 - 2008 z V) DESIGNED: RG CHECKED: BE J DRAWN: TB CHECKED: RG o U J U' Z LU APPROVED BY: IM U 0 BOARD OF PUBLIC WORKS AND SAFETY PLAN SET 4 OF 5 c) JAMES BRAINARD, MAYOR — CHAIRMAN FINAL J 3 _ BRIDGE NO. 545 OVER WILLIAMS CREEK Ff MARY ANNE BURKE MEMBER X z CONSTRUCTION Q LORI WATSON — MEMBER 0(n -o CITY OF CARNIEL PROJECT NO 06 08 131ST STREET ROAD IMPROVEMENTS DITCH ROAD TO SPRING MILL ROAD �M _ DOCUMENTS 2 LO U Za , - F—r w K N O0 Q Z w w 0 w o w' N REVISIONS BY APPi:.Is x Cn_J K X D 0 w ___,_ LEGEND 0A COLORED AND JOINTED CONCRETE, 7" ON 12" COMPACTED AGGREGATE BASE NO. 53 40'-01 401-01 �B COLORED AND JOINTED CONCRETE, 4" ON 12" COMPACTED AGGREGATE BASE NO. 53 S'-O' Path ro 2'-0' 16'-O' Lane 2'-�' ro 6'-�' 2'-0' 16'-O' Lane 2'-0' 6'-�' 8'-�' Path O PCCP FOR APPROACHES, 6" ON 6" COMPACTED AGGREGATE BASE NO. 53 Minimum Minimum R w R/U1 O 165#/SYD. HMA SURFACE, TYPE A ON 275#/SYD. HMA INTERMEDIATE, TYPE A ON 26 LINE "A" 2s 5" COMPACTED AGGREGATE BASE NO. 53 P 2s 15 K PROFILE GRADE 1s 2s 1s PROFILE GRADE K 15 26� P _.-% �•1 MPS F CONCRETE SIDEWALK, 4" % 0'-6' CT ) 2% O 0'-19>' yp OK 165#/SYD. HMA, SURFACE, TYPE C, 9.5 mm ON 275#/SYD. HMA, INTERMEDIATE, TYPE C, 19.0 mm ON 385#/SYD. ;- N1 A, BASE, TYPE C, 25.0 mm ON SG SG 275#/SYD. HMA, INTERMEDIATE, TYPE C, OG, 19.0 mm ON U 330#/SYD. LIMA, BASE, TYPE C, 25.0 mm IJI ST. STREET CROSS SECTION - LINE "A " R1 165#/SYIJ. HMA, SURFACE, TYPE A, ON SCALE: 1/4" - 1' 1 .5" SURFACE MILLING SG SUBGRADE TREATMENT, TYPE IA O PIPE, TYPE 4, CIRCULAR 6", DOUBLE WALL, SMOOTH INT. Center of 14 BARRIER CURB AT TRUCK APRON Circle 15 COMBINED CONCRETE CURB AND GUTTER, TYPE II 51 -m 41-01 21-01, 18 -� Lane 2 1-011 &I-ON _ 0'-0' Path 1 - 16 COMBINED CONCRETE CURB AND GUTTER, TYPE III 17 ROLL CURB, MODIFIED �• PROFILE GRADE g" 26 SODDING 2s SLOPE VARIES � 17 & LINE 'B' & 'C' 24„P�. A 2 K 15 2s� P �.1 M 6" 18" RIM ELEV. TO 74- 14 2% 3.• MqX 6» 6 - THIS POINT GEOTEXTiLE FOR ��` °1 R• �� UNDERDRAIN I SLOPE 1/4"/FT. — AGGREGATE FOR UNDERDRAIN N U SIZE #8 CONCRETE . PIPE, TYPE 4, Co 14" -- C/RCULA TING ROUNDABOUT C/RCULA TING ROAD WA Y SEC T1 ON DOUBLE WALL SMOOTH INTERIOR COMBINED CURB AND GUTTER TYPE 111 I J I S T: AND D I TCH ROAD - LINE 'B ' _ .� � s UNDERDRAIN DETAIL N0 SCALE 137 ST. AND CLAY CENTER ROAD - LINE C NO SCALE SCALE: 1/4" = 1' 24" 6" 18" 24» RIM ELEV. TO RIM ELEV. TO �1 1/2" THIS POINT 6 18 THIS POINT PCCP FOR APPROACHES 6" CLASS "A "�+ Vi, 7 CONC RETE �4»CLAS'S 'A" °c0 °CON CRETE <q DRIVE AREAS MAINLINE COMBINED CURB AND GU T TER TYPE Il NO SCALE E a /-5"R. N 14" pj CURB NO TES - -- , /-4"R. Cn CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED �„� •---�.�. SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. n J FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. - .° Z _ 24„ Cn DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. ROLL CURB, MODIFIED NO SCALE m o �o 3 J U.0 Cd Q--VO X 0 CARMEL o X z \\\\\\\\11111111///j//� HORIZONTAL SCALE BRIDGE FILE Q \\��p�..°. E �a�,,� RECOMMENDED 1/4»=1'-0» BRIDGE 545 w - �� 612712008 V �� F FOR APPROVAL 131ST STREET VERTICAL SCALE DESIGNATION �� DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD 19300106 *_ -- — w Z< STATE OF �\ ,� SURVEY BOOK SHEETS U-,w �� DESIGNED: RDG DRAWN: RDG ROAD�PAY TYPICAL ECTIOI�S 2 of 13 cj V) Transportation& / �0 \\�` CHECKED: BJE CHECKED: BJE BRIDGE 545 OVER WILLIAMS CREED CONTRACT PROJECT i L new° /�/%/O NIIIIN\\ \\ x o Development Consultants — 06-08 O O O O O p O O - C� I� 00 O O r- N r4� Pill PO �, ..,..�I(A1HY•• �\ �DONALD a I / Fc�'•Sy- T Fp�.1 ' i � _/� G�P..� RIUFR'1DN. All,amnDam9/A7 / Q�G �\ .+Q�c�- h� SQEZ��G�O Lorr 108 GARS I tw1 +74/ S 5Q \, I -. S , 59 5 S� mm PAW"= / Q` NO�r°, _ e. � �' - 9. Will n,TIM tRM_V J%i L 0,40INl FOR CaE0rECk1V1C4L TEs r1N6 / Watched a - or»--- _/ HaMr>_TO 7=111 i IAUA on BENT No. I No. 2 3Ym + CLASS i pgyg DESIGN LOAD -10 Tons 70 Tons - I APP.�R�_t - - - "----------------- FACTOR OF SAFETY 2.5 2.5 - ls�uamE -'��g[w - wP m-w Rr► M +" _{ _ �.° L o E,- _ _-- _ __-- H�/�- E_ °HE,�_=_- FACTORED DESIGN LOAD 1�5 Tons 175 Tons ransitim WoIkRg Transiti m 'do �, -© - - - -.--- _ - - - - _ �° FRICTION IN SCOUR ZONE n/a n/a ' 200'Toper GHE � � - - -- [)OWN DRAG FRICTION 0.0 Tons 0,0 Tons 1 - - - - - - - - - - - - -• 2` - - ULTIMATE LOAD 1-15 Tons 175 tons 71"--'r - - - - - - - - - T / ---�] T OHT ❑HT GHT- OHT GHT HT OHT{ �jT T- -T ` PH T" •• mD,,,--.o -c !! td ® TESTING MET/-SOD B Formula, Standard S ecification 101.06Cb) aem l \ N \ 2'": 2'; � ni Transition Walk , -O G G G obis W° G ran ion Milk tv g ® H _ �j T shim 0 Walk , m }' Transiton Walk -_" Ci - _ ---_ _ - FG V G -+ - :' - r.FJBSr. V V V + - - - ~ I --�i T FUtr°rGm�e A- LUIS E - E EE�� a placed n Pre-Drilled holes to an elevation of 852.0 and _ fla�0iC �smunts- - = ,� �� - - - - - - - - Piles to b cad i - 1- ` - G G W, ,"o„. M o =___ -°-----------------------------� X15 F&JE then driven to the required capacity. Holes shall be backfi lied with Ise 'Mr'a on PANNG EXCEPTION - z� CWCtWtll" ' d\, Structure Backfill immediately after driving in accordance with I ' I _ 1 G��F°J�9 Special Provision -101-5-078. +11 �o I l 018YE nwnsls+ \ o��GO� 4,.-° S Cl ANlHW D. y0NlFSJL DANIEL Se S�BOA eG LC i . ..�. Q0 PLAN Scale: 11"=60'-i LOG OF TEST BORING Boring No.. B-T �l/y LOG OF TEST BORING Boring Na. . -�.. 2:A�i� LOG OF TEST BORING Boring No. .... B-z. �lH LOG OF TEST BORING Boring No... , ._...1. Elevation 861.5.. -. Elevation_ _ 861,5. p Elevation - 862 Elevation.... 862. 131st Street Im royements Project .131,stStreet Improvements Project 131st Street Im.ro�ements, Project 131st Street Improvements, Project P. -.. .. - Datum _i15C &GS . .... ; h Datum -. USC &GS, ti Datum IJSC &GS, r Datum USC 8 GS "' Hamilton County, Indiana �+�� Location - Namilton,Coun. , Indiana �� Location ..--.-- ..Namitton,Cou,nty, Indiana._ - ��1�� ,- Location _... Hamiltan Coun Indiana ��Al�� Location . ... t... Y, . .. ... Ty 1-07-Z01 EEI Pro No._ 1 07-201 tY. . EEI Proj. No.... 1-07-201 _ EEI Proj. No. _- g 1 a .. . . ... - EEI Pro No. 1.-07-201 Client .... ... CrossRoad Engineers, P.0". Client ._ . CrossRoad.Engineers, PC., � Client .... .... CrossRo.adEn m,eers.xPC.. ,,.,. ,„., � Client _..- ...CrossRoadEngineers,.PC. ._ j _ win Sheet 1 of 2 �'�� Sheet _.2 ... . of 2 7770 West New York Street-Indiana oils,Indiana 46214 Sheet 1 of 2_ .. '� Sheet . �� 7770 West New York Street Indianapolis, Indiana 46214 7770 West New York Street-Indianapolis, Indiana 46214 � p 7770 West New York Street-Indianapolis, Indiana 46214 ? ..... of ? 317-273-1690/317-273-2250(Fax) - _ 317-273-16901317-273-2250(Fax) �_ _--______ 317-273-16901317-273-2250(Fax) - -- - __---__ ___._______-_317-273-1690/317-273.2250(Fax) ra'. - Station 139+25 Weather Sunn Driller J.M. Pro. No. -- Station 939+25 Weather Sunn Driller J.M. Proj, No. -- Station 139+80 .- Weather ., ,. Sunny, ,,. . Driller ,, J.M..,. . Pro. No --- Statior 139+80 P No - _ -. ! -. ... _ _.. . y. J Weather Sunny. Drllfer J.M. J y ... _ - ... . Struct. No. Hamilton 545 Offset 5 ft Rt. "'A" Tern -- Ins actor --- Struct. No Hamilton 545 Offset 5 ft Rt"A" Tem -- Ins actor --- Struct. No. _Hamilton 545 � Offset 8 ft Rt"A" � Temp. - _ -- Inspector --- Struct. No. Hamilton 545 Offset 8 ft Rt."A" Tem --- __._.._______._.___.�..._ P _..,, _.____. P _._.,. _. . _ Ins ector --- SAMPLE DESCRIPTION/CLASSIFICATION SOIL PROPERTIES SAMPLE i DESCRIPTION/CLASSIFICATION SOIL PROPERTIES SAMPLE DESCRIPTIONICLASSIFICATION SOIL PROPERTIES SAMPLE DESCRIPTION/CLASSIFICATION SOIL PROPERTIES TlRec N ID,Pth and REMARKS q �, ' w LL PL PI Rec N !?epth and REMARKS q 7a W rLL`PL Pi ' T Rey N Depth 1 and REMARKS qp q� Y, W :LLIPl_ PI iT Rey P N° /a Value ft Elev tsf tsf paf % "% % % N0 /a Value R pElea and REMARKS qP q„ T, W LL PL PI No. I 0 D is % % ° o NO ---- f q U °/�°/ _.._. ° N 1 De th /a Value R Elev tsf tsf pcf /a /° i' % Value R El tsf tsf cf % °/° ° o _% I�, tsf tsf pcf % o� o/a ASPHALTIC CONCRETR (12 in.) ASPHALTIC CONCRETE (12 in.) _- 4 g s -- - e3a SS-1 - 1.75 i 13.6 SS-1 s5 9eo jSANDY LOAM, loose, brown, (fill) �� ---- ---- - --------- - 65 5 Bso GRANULAR SUBBASE _.. 830 I i I i _- LOA stiff, row with roots below 3' -- --- ---- - - -- - Ms 'ffb brown, SS-2 100 7 0.75 19.7 SS 2 1 o 5 --- 16.0 - I 5 I _. SS 1.0_;t.._1.AO_ .. 58.._... fi >4.5 d 7.4 {{ - - _ -5 4 35 j -- 7i � i SILTY LOA medium, brawn 35 I I �-- r 1 3 r 100 56 >4.5 7.1 16 12' 4 I SS-3 45 65 85 30 825 SS- 955 I LOAM, very stiff, brown,with occasional Ii ! - - boulders - SS 4 SS-4 y 100 38 >4.5 10.5 ; ° l very gray >4.5 7.8 22 13 9 ` SS-11 100 48 Il 0 5s E LOAM, stiff to hard, brown to ra below �- , __ j ! € LC�Allit, hard, br 3yrr1 to gray below 35', with I h- 4° 30', with occasional boulders 4c j oo.asiorai bouloers SS-5 i0o sand nseam near 8/Zito 9'ray below 8', wet - 2s ( s SAND, medium dense,wet, gray I 9zo SS-5 100 24 950_ >a.5 s.7 n f I SS-12 85 ssros sss 100 29 - _.__ ,I ' SS-6 1 100 31 >4.5 12.9 �, 3.75 11.1 10 7 SS-12 100 501.3 >4.5 9.9 - LOAM, hard, gray is I -45 i - ��i �45 845 01 I I I I , 815 i - SS-13 100 9610.7 >4.5 8.93 132.5 10.7 I 2.0 15,5 SS 13 �, 95 7510.8 l 55 7 i 100 19 _.. _ _ -- - -_.. 20 � 3.25 2.69 114.2 17.5 - SS-7 100 16 I ---..---_.__._._ � - ____ -_ , , l . CLAY LOAM, Very Stiff, brown I , >4.5 s-o CLAY LOAM, very stiff, brown i 84D ` End of Boring at 49,7 ft End of Boring at 49.8 ft ' I 9 _ f 3.75 17 1 ' 5-8 35 501.5 SS 8 tg 10 25 zs _._25 SILTY CLAY LOAK very stiff, gray, with silt _ inclusions Y a LOAM, very stiff to hard, brown to gray below ' 835. U 30', with occasional boulders E -- - -- ! - LOAM, hard, brown to gray below 35 with i I SS 9 • 1ao 71 occasional boulders _ 95 9010.7 � I! I >4.5 3o „- _3° - I Continued_ae2dFagl 7. SS-9._ �i WATER LEVEL OBSERVATIONS GENERAL NOTES ! I �- WATER LEVEL OBSERVATIONS - _ GENERAL NOTES p .. . While T Upon Start 7/3107 Depth While i Upon 3 his Start 713/07.. 713/07 Rig,D120.ATV, Depth p _ End 713107 , Rig 4120 ATV p _ Cf)z ft Drilling Completion After Drilling Drilling Method En3'/�'.I D. USA, . ft Drilling Completion After Drilling 3,/�.l t) Q g i Drilling Method.... . .....H$A ... .. . . .. .. a_ To Water 10 6 6'/: Remarks... ?ckfiiled,with auger cuttings,. _- 1 To Water 9 _ 10 BF Remarks-..Backfilled with auger cuttings,,,,,, To Cave-in 41'/2 39 bentanite chi s and concrete. tch at surface. ------ - -- --- - --- qret#.p@itph.at atsurface,-., Pa.. To Cave-in --- tsentonite chips and c,Ri?q_....p.... .... o - -- The stratification lines represent the approximate boundary between soil/rock types and The stratification lines represent the approximate boundary between soiltrock types and the transition may be gradual -- __- The stratification lines represent the approximate boundary between soll/rock types and The stratification lines represent the approximate boundary between soilfrock s and the transition ma be radual. _ �_- J ...... -- - - the transition may be gradual .. � the transition may be gradual. types ryc� z I cn I v PRESTRESSED CONCRETE BOX BEAM BRIDGE N m 1 SPAN: 60 -0" SKEW: 18° RIGHT \ ON 131ST STREET OVER WILLIAMS CREEK G' M � w j Ln H (n _J�-0(X -� 1111111IIUiij�i CI1 1 OF CMEL HORIZONTAL SCALE BRIDGE FILE oX .>.°z \��`��F� D. �'Q/0��,� RECOMMENDED 1"=60' BRIDGE 545 ° ° Fo . FOR APPROVAL 131ST STREET Li 11= \ �U •��G\STER ''• ' L�J�Ti� 6/27/2OOl� VERTICAL SCALE DESIGNATION i=D I Cn° = = DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD N/A - * 19300106 a STATE OF - SURVEY BOOK SHEETS Act UJ z� DESIGNED: RDG DRAWN: RDG SOIL BORINGS 3 of 13 z% Transportation& //��%%O 111111\��\`\\ CHECKED: BJE CHECKED: BJE CONTRACT PROJECT w w W w o Development Consultants BRIDGE 545 OVER WILLIAMS CREEK _ 06-os ,Y co QJ[L N o O O N S O O c N � y 0 0 N 0 O O .- 24.0' m a O _ 'p (r O a _ \ O y y. T T T T \ TTT>O �' \ck I y \ \ a`> \ c a - N U co ° > > > a`� a a a a ° 0 3 + cD H O OM p d N O cD U N c r y�Fy-M� c> C� c' C� 3 c'J G�C_'�C� N + d + (^) O M O } �. f cD O) a1 CO 00 _ _d o�O a_� i� cD 00 O N N� M d- CL O d tD ° C Cn m!Z >W Cn N C M O N 0- 0_ N d' I` + ^ CL W ,.fJ to 00 �[J � u7 d- coo 00 N N ( ) ° Ul a� M ��N F M�O M N O � 4 d' d- O O cD cD cD cD� !Z 10 Ln• I ! O N � O a) a, ro 00 � O O�O ° _ LC5 m N N 00 co 4 a°° 00 M !� A_ cD + + '� f� CO � + + m °'0000+ ++tt-> + + + + � a & KATHY o I / ao INST. #200000019187 \ / o ��`�0 FULLERTON, DONALD J. Q & MICHELLE A. LOT 108 \\ CLASS I DRIVE +74 / �� Q � INST. #5809811193 Z \ W=14 // W? ° HODS#9609638999 9, AVANEL I Q G NEPL ' ' ' Q SECTION 21, T1$N, RC-sE 3E \ Z a Q � CONCR INST. CLAY TOWNSHIP 203' \ w a (t S±ructure '+-latched Are s 190 Tots _ / z a _ -113P Toms +-II�MILTON COUNTY, IND iAN,4 AXIS �'ll�l 5 7~ '1,1C 1`Ll ', +61 CLASS I DRIVE \ / Q 139+5-1-�� o o Q vetment _ r" on W=12' MOD. CLASS I DRIVE 1 +76 I 320 S�s-C eotex Z ► W=20' _ � Existing Structure is a 203' Prestressed Concrete E3eam Bridge CRETE CRS with Vertical Concrete Abutments and Wings with Aluminum CON LIMITS CONSTR. LIMITS Bridge Rail, Asphalt It Wearing Surface with a 2232' Bridge Width. - -I - - - - - - - - - - 50' , i r _[ 50' APP. EXIST. R/W _ __ ---_-----------------------------------�_-- - ----------------------- (To-------- (To Be Removed) \ r S I • +� - - - - - - - 15' U&DE o o L' R/�IV y� - - - [ - -------- -------=--"�- APP. EXIST. R/W-T- - co �L 5O� t- e e a ` + / v,/ CORC L-_---_ ----J ) I = - �. -- OHE/C OHE/C OHE/ - - ❑HE%C _-- ❑HE/C -T-r-- ❑HE/C--_ ❑HE/C ❑HE/C --._-❑H�=/C o APP. EXIST. R W`r _ _ - ----- ----------- \ - -° � �_----- --- HE E + GHE ❑ H HE - GHE ±=❑HE/c------ ------ 1 _ gT - J L- - - - -SHE _ --- ----- ------ j _ _ p_----------------------- - - - - - - - - - - - - - - s -------- -__====s' === _ - -- -- - T M 01 ° 1 O Transition Walk � I � P I C [ / ; o . ._ _ - �� - - - - - - - - - ---- wc- - 1�° -- -------- ------ �ransition Walk b co o P x �, 1 C O i O ( ___ ---- - _ ------- ---- _ o_-a' -- LAB---- _---------__---- -- _ _- _ _ _ -_ ---_- _ ----° - . -- � ° � ----- - �- 1 15 200' T � `� Cut 'X° on the North most Bonnet Bolt of Fire H Brant- - - B 200' Taper a er - - - - - - - B g A p E OHE/C OHE/C GHE/C '��. J \ ,-. ` �©cats ®n t Ji a �f 3 QJt S(/ � Of i_---/ - -DH / \ i= ON -- ._: +OH a- GHE -� ❑HE - - ❑HE OHE OHE - -yHE - _❑HE -�� - HE- H -� - - -- - - - - 1%- 16 - - - - - - _ - - - - - - - - -- - Station 131+02.413 °A', 3$.1h Rt., E lev. _ $6 .09 3\ - - - - - - -- - - - - �- - - - - - - - - 1 STREET _ �C �.> = - - - - - NCHMAi�1G 3 LINE-,A- - - - W - �-e - - - - - - - - - - -- - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - "r� °NZ - - - ' - - - - - - - - - - - - - - - - _ _ - _ - - DNR Control Station Tablet Stamped 'HAM 61 19$9' IT 3-GHT o_ OHT GHT-fiT-GHT ❑HT-OHT-GHT-�OHT-GHT-GHT GHT GHT-GHT GHT r� i i GHT 01 --GHT O GHT OH ❑HT-y-GH - ❑SIT{ H - dFIT y ,,, About 0_5 mile W ®f Carmel, a t the Spring Mill Rd brides / - s /Y / oyrstump > �+to 18 + B 2' 2' "':^ B 1 `° over Williams Creek, set on top of the SE cone. wingwall of EX. 8" STL. GAS MAINZ _ � _ �_ --_ o � G G - G -- G ----- G � Future WQ G I G G G o_ n- • ___.-- G P N Transition Walk +�, G G the bridge, 14' E of the centerline of Spring Mill Rd., 016' 1/ ft� ( - G > Transition W� N++N - _ -� OHT -❑HT HT - ❑HT- 19 o G G )- - - - G G = _ ~ O ❑HT- OH _ ❑H OFk�T -nur BFFF _ -- P o + Transition Walk a; P G G ❑ c - _ -� /, v - - _ _ -- g a I 03 below the road O I i t Tr sition © Walk b; ao rC a ph 1 +N - ------ - - --------= - - - - - - - - - -EXIST. E lev = 064.1134' NC�VD 1`'29 I • o the fare the w N - 3 - - -=r _ + A P T _ _ _ VP. „PFG I FG R WFG FG -FG -FG -FIG G - 1 !� - FIG L FIG --FG FG r FG F 15, FG FG FG -FG 'F F G -�; 1 ---v-+ ---- �,-= E ONS ITS r+ __ I I + = I + + V V V /t-- E + + E �E E - - - - - - - - - + v v v 4 ,- , E E _-_ E E _ `�ND�PE *DIE - - - - - l' _ _ _ -" v I S P 1g C Id - t - - - - - - -��- �4c71 _I(ic - - - - -/+- -- �Ej -E E �E E E E E E----{ E E E E --- E -- E E EE - E See road Plan 4 Profile and Typical Sections for Pavement Legend I_ �_� utule \�i];:i Une CONSTR. E GQ/j E E E E E E E E E E ------ E �- E O24�SEMENT FOR UTILITIES �` I / T - - / 0 0 0 0 0 0 o 0 CONSTR. LIMITS �8 rc�====___________________ UMI S �ti�i - - - - - - - - - - - --------------------18 rcp_ -�_15"rc�------------- ------ - - -- 15 D&LIE HOLEY MOLEY SAYS � - Hat hed Area sho 165 Tons p' - _ - _ 1 I o� 18" evetment Riprap�On PAVING EXCEPTION + " DON'T DIG BLIND" Geotexti les 0 y 6- I Z I J Q +11 CLASS I DRIVE \ �\�� \��' G\`\ �� NEVIN, W=12 CLASS I DRIVE +73 F,o� ��\�\' �� SQ S�G�\ QG INS T. ,#�9. -� I i i CRETE VV=20' \ o \� \�\� MONTREUIL, DANIEL W 1 LC G rnNC:RFTF ' y l = -� p� ,c'� Q .0 COX, ANTHONY D. o Q� y y y y y y y _ i- y S y ¢> y D.y/+VLITI IIA 1 O L s L L L O a N O QJ y N - y y N N N (n N to (/) y y N N CL O N °J 11 y N N N y N N y N lr N d y \ \ N N y y aJ y N y d. > > > > O_ H H H H \ o m m m m m m m > m m m _ O _ - _ _ 3 _ .rt-1 _ _ o+ t.[-) CST O 3 T O tl 2 d !Z N _ N �"7 _ N N N N O O ti7 (D O 00 .�`� cD O N O N N N 00 (n O O O C' c0 N 2 O O O M M M N N °O m O M cD d O c.o d C'J n- (!� O> c0 M co CD a0 d' 00 00 M N cD 10 cD ICJ M d' M N W Cn c0 E L M 0� ^ 00 f�00 cD M O r (` Q, O M N O O M M CrJ 00 d' 00 QO O ifJ O r n7 . n r <Y M O T t O cD to M O O O� 00 to M QO CO N O °�° O � O �t �f] c0 co 1_l Of 00 Ln Ol M O pj i' •� M M M �C] M �0 O cD c0 O f� �.C� N O, O co �j 1� ICJ O .0 co Ln M � � -.1- CD C -4- --) � Vd- 7 to � � M M � N Ln C1) cD PLAN N M M M cD M N _ - _ M ifJ d' M c1-) M �t cD M I� 7- M �F i.C� c('J M �' M � � pj cD 00 a0 M cfJ O I� (` Cf� tf� �- N u7 M u7 I� co m M N cD r N Cn �' 00 Cl� m t\ a) c0 - O f� d' t17 N O cD M a) f� O a' a) N a0 cD r cJ 0J r ^ 00 M N �� M M M M 00 00 cD D co cD cD 10 0 cL7 10 10 co Cn O N M n O t` cD <h M O d' O N N Cl, M N ^ cp 60 O co c^D M ^ r N 00 I� c0 10 cD N O O M N 00 co C14 N N r - r N DD /pJy \• I/ aD M if] CT) cf� O> co O O O co 00 �' r r 00 O a) co O co cD cD 00 c[i N M M O c0 O 'Scale: ff_ f fI O N cD I-- t� c0 O� d- � U cD f-- 00 � M cD O cD M M O tf� N co N co 00 00 Cn 00 0 cD �C,, O 1 -30 -0 00 O O N N M o o r r DD a7 O N N All R/W Described from Line AI unless noted otherwise. PI STA = 137+25.00 _ PI STA = 139+50.00 _ _ _ PI STA = 143_+00.00 ELEV = 863.0 _ _ PI ELEV 865.83 _ PI ELEV = 862.40 " IT'S THE LAW" 210' VERTICAL CURVE _ 180' VERTI AL CURVE 180' VERTICAL CURVE CALL 2 WORKING DAYS BEFORE YOU DIG 875 . --- --- - - - -- 875 1 -800-382-5544 _ CALL TOLL FREE ___ ____ _ PCR INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE V �E�'TTOIT _ _ _ WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO WORKING DAYS - + -- +-- - - - ------ - ---- - --- - - - Q 7 BEFORE COMMENCING WORK. 870 8 Low S r cture --- -- - _ ---- Promos d Profile Line ' ' - - - - �`'�� 1 �� /C �� rA Elev.= 6231 865 - _ _ - - - - - - - - _ - - _ ---- - _ - - - - 865 Drainage Area 3.12 Sq. Mi. a _ o Design Discharge (Q100) 1,295 Cfs. 4.a Desic+n 1/elocity thru Bridge (0100) 4.0� Ft/Sec. - - - - - 862. -------- str. No. 212 - --= Design l-'lighwater Elev. CQ100) $61.$0 M.S.L. --- -- - ---- T r ----- ---- --------- - ------- ------- Str. No. 224 St . N o. 2727=-------- -'-- ---- Q 100 =$(0 1.80 860 Str. No. 207 2" RCP @ 1.0%F --------- -- 860 Bd G a ter a t Q 00 -�.0$ t. [ I Str. No. 219 15" RCP Ca? 0.5 r 860.40 Proposed Low Structure E lev. $62.31 M.S.L. II 1 1 I Proposed Ufa terwa y Area 858.56- 859.14 859.6 858.70 859.39 r ` xi tin Profile e o ine II ' II 24 RC @ . ° , 858.45 Under Proposed Bridge Below Q100 29$ 5ft. 858.20 Q r _ 11 i I I 857.00 857.5 i 858.57 5 5 Over Proposed Roadway 0.0 5ft. w 8 5 5 r.i I I ,� 56.50 85 .27 I - r. .a Existin Flo line 854bt 1$' Revetment i ra --- Existing UJaterway Area on Crteotextiles T .) _ 1:� Under Existing Bridge Below Q100 113 5ft. 1;..1 { Over Existing Roadway 436 Sft. towline t Str cture 853b W -- - - [ . r - - - [ I - - i 'X st #'"I aG 'ateP� 850 T k � � �� .. r , . [ � - __ -- - - __ _ _�T _�,____T _____-�___ _�_ �..�_.�- �.�.,� Existing ow Structure levation 860.55 M. f ,. 1 I .. , Exlst.. S M ______________ z - -- �rT - --- - - ----- - - Low Scour Elevation Q100 $5 .23 M.S.L. z 845 - - - - 845 Low Sour Elevation 0500 S51.11 r-T.S.L. a_ m O w PRESTRESSED CONCRETE BOX BEAM BRIDGE 1� c� Q) N O cD ^ t\ p I C) N7 N d 00 cD (V t` M 00 00 � N N o �, I� I� --- o - o -N ��- 1 SPAN: 60'-0" SKEW: 18° RIGHT �, �, �, . ,�, . � u, �, • 4 � � � � � N N N 840 w 840 co CO cfl c0 co co ca co co cD -cfl - co cD cfl cfl - co tC �-C �p cp t�-- -cD c�� co - cD co --CID co CO cc 00 °� °° °° °° °° °° °° °° °° ON 131ST STREET OVER WILLIAMS CREEK N " 136 137 138 139 140+ 00 141 142 143 Y) � --r_i Vag Nail W Side --- HORIZONTAL SCALE BRIDGE FILE J w �o Mo Nail t--' 0 - ----�' PP tl' u \\��Ilprr/n/// 1"=30'g ___ CITY OF CAR x ° E Side PP- ----- ------- 103+0o m Line "A" loo+uo ��, //� RECOMMENDED \ ��,f�i , 6 27 2008 VERTICAL SCALE BDESDGNATION goo+oo X Q m f 1' up 99 o Line "A° 131St St. N 89'29'45" E �� ", \STE Qif�� 131ST S �U o L- N 8929'45" E (C� FOR APPROVAL G RF 0 w/> 131St St. _ - --_----- Mog Nail - �9 1�7�3�1og Nail \� �� o DESIGN ENGINEER DATE DITCH ROAD TO SPRING MH1 ROAD 1"=5' z o o C.P. #10105 Mog Noll 89 c_n Edge of SO' N 49994.5365 a _# 19300106 *= SURVEY BOOK SHEETS N 49989.0878 90 Pvm t. -_ __ E 49407 0317 _- E 49036.3515 ---------_ ______ asph. walk O �� cn 0 a asph. walk -- 6.19' -------- --_-___-- i P STATE OF �� _ Lj _ _ _-- DESIGNED: RDG DRAWN: RDG LAYOUT Li�o Q z BoltgonnFire Hyd.. ■ , ■ ' • ' ///�%SS�0 is` ��\ CONTRACT PROJECT 4 of w�0 z= , >s n n Transportation& //r11111��,�� CHECKED: BJE CHECKED: BJE BRIDGE 545 OVER WILLIAMS CREEK _ 06-08 w w w w o 99+59.88, 37.20 RT. A 103+30.59, 35.00 RT. A Development Consultants "��_j 0I XD0E:5 5 r,RUC77, RE 7O 45E OCII,L 7 ON A &0 ' CRE67 VER7"ICAL CURVE VPI STA = 13e+50 LIVE LOA H520-44 4 Alternate Military Loading Mod. TTTX Concrete VPI EL. = a&5,33 Modified TX Concrete Railin Railing Transition +1.25 -,8,0 -0.98% g in accordance with 2002 A.A.S.H.T.0. Specifications Ono 0 IT�, onnnonnoonnnTonnonnoonnonToononnonnn0 � 7no uC and subsequent interims through 2006. I� -x.95% �AD L0�4D: Actual weight plus 15 Ibs./scl.ft. non- = composite load between beams for stay-in-place ---------------------------- -------------------- - ----- i ----- I ---aggregate for -------------------------- --- -- - Low Structure -------------F1 One Elev. at ' forms and 35 lbs./sq.ft. composite load between :t�jj Existin 1=towline g End Sent Sackfill Existing Grade Elev.= 86231 lev.� 4,62 13rtd a=8531om ° curk�s for future wearing surface. - -1P12x53 Steel Piles with Pile Tips I�ESIC��N STREN�xTf-iS: 18' Revetment Riprap Pr6Dri// to in Pre-Drilled Holes Driven to -10 Tons Piles to be laced in Pre-Drilled holes to an Class C Concrete: f c= 4,000 si elevation of 652.0 and then driven to the on Geotextiles (Typ.) `��' F/--„ 8520 SP, N �� \_E ing Structure f�-- Working Capcity (115 Tons Ultimate) (Typ.) Class 'AN Concrete: f'c= 3,500 psi required capacity. Holes shall be backfilled Limits (Remove) Estimated Pile Tip Elev. = 834D Class 'B' Concrete: f'c= 3,000 psi with Structure Sackfill immediately after driving IEND 5EN7 NOY FND 5EN7 NO.2 Reinforcing Steel: fy=60,000 psi In accordance with Special Provision ,O1-B-0,8. ELEVATION PRESTRESSED CONCRETE- f'c=,,000 psi 28 Days Scale: 3/32"=1'-0" / - - - _ - � y c c, I f cl =5,500 psi .8 Release Strands: i2 '0 1 Wire Special Lolax Strands, q Min, Tensile 5trength=2-10,000 psi, Pull =33,818 Lbs. per strand. Initial Sent No.l ° ° ° Bent No �o FLOOR SLAB Designed for 16,000 Lb. Wheel Load Plus j Structure -� � Impact. Deck, .slab designed with a minimum structural _ 3 _�� Sta. 139+21.00 ° ° o Sta. 139+8 .00 c P �$ FiS. Elev.=86526 Sta. 139+5 .00 P:G. Elev.=86529 18' Revetment Riprap p I Integral 11,Uearin Surface. Transition _ depth of 612 ' and a 1 2 g g /� ` ,- o o Pte. E lev.=86533 o d ' �„ Walk 4 Curb �° O O O O O O O o ° O O O O 8' 1 Asphalt i 6�_�� ORAL �O ! E5 Sidewalk Concrete Drive !�. ; o 0 0 0 0, co oQU ; 0 @ S' asphalt Reir�fircin steel cover shall be 21� ' in to n 1" mini a g 2 pad mum in bottom of slab, 3' in footings except bottom steel _ O O O - _� which shall be 4' and 2' in all other parts unless noted. Existing 12' Sanitary ° ° ° ° ° ° ° - Concrete in Superstructure, Integral End Bents, Wings, and Sewer Line (To Remain) // o�0 0 0 ~ o Jo o // Concrete Barrier Railing shall be class 'C'. � � U 1316T STREET All Reinforcing. Steel In the Deck, Concrete Railing, 4 WEST BOUND Reinforced Concrete /� / ° o ° - --- ° ° ° /i �► Approach Slabs shall be epoxy coated. Bride,e Approach Continuous concrete pours shall be required between / -- construction ,joints as shown on the detail plans. LINE.. �A,� Sta. 138+9332 / °� ,� Sta. 140+20.68 Chamfer exposed edges IN unless noted. All exposed faces of wingwa Ils, bents, top of the deck, top / rn � sl of sidewalks and concrete median all exposed faces of , / concrete railing, face of coping, the underside of the slab V —_ from the face of coping to the outside face of the --0 Sears exterior beams, and the top surface of the concrete 0 bridge approaches to be surface sealed in accordance Reinforced Concrete @ with article X02.21. 131ST STREET /i / `b oho 0 0 � Bridge Approach u , EAST BOUND i' i o o - - _ o / �► Estimated quantity = 12,825 Sq. Et.LL /� In Type 1A Joint (Typ.) The Contractor shall install a bronze Benchmark supplied by i oUo�o� ��o� o,�° i � r�� -- , `� - - the County Surve�,o o Office on the Barrier Ra i I as Shown. The Elevation is to be stamped on the Benchmark. The O O O � > / �.oY�tra :tor eh-511 submit a letter to the County Surveyor's 20'-6' Minimum 0 0 0 �v 0 0 0 @ 8' As halt Office verif 'no the Elevation was established b a 8' Aspha It / e, ° - ° ° ° ° = Insta I 1 9 Sidewalk Conc. Bridge Appr. l v � 5ench Mark Sidewwalk Licensed Surveyor in the State of Indiana. y oQU oD oQU 0 0 0 0 0 o jo • ,• •• o o �o o ��o o �,, 16' Revetment Riprap / P LAN Scale: 3/32"=1'-0" 14'-8' 1'-2' 10'-8' Sidewalk 19'-0' Clear between Curbs ro ro 0 19'-0' Clear 5etween Curbs 10'-8' Sidewalk 1'-2' 0 5ridge Mod. TX Concrete 4 Line 'A' Railin (T ) Railing yp- Profile Grade Masonry Coating Surface Seal 1'-6' U n- Limits (Typ.) z Limits (Typ.) U 8' Concrete Deck ~' _ o Slope 2% Slo e 2% o _Slo e 2io Slo e 2io — -- Slope 2io Slope 2% -� 3/4`0 Half Round T� Drip 5ead (Typ.) a PRESTRESSED CONCRETE BOX BEAM BRIDGE 11 Spa. 'a 6'-2' = 6l -10 Spacing for 12 CB-21x48' Prestressed Sox Seams 1 SPAN: 60 ' -- d " SKEW: 18° RIGHT TYPICAL SECTION i g4 ON 131ST STREET OVER WILLIAMS CREEK Scale: 1 /4"=V-0" J 0-0 J U Q/�� X , — ��,,,\,►►1101 I►►,,,,,,,, MEL m X V o�CO HORIZONTAL SCALE BRIDGE FILE �� \�Z`P �.....%,//ice RECOMMENDED 3 16"=1'-0" BRIDGE 545 .. o o . FOR APPROVAL 6/27/2008 131ST STREET VERTICAL SCALE DESIGNATION = = DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD /Z * 19300106 w Z a D a mSTATE OF SURVEY BOOK SHEETS DESIGNED. RDG DRAWN: RDG z�rw p Li W zi p �� \\�� CONTRACT PROJECT LLJ Li�,,w�,,o ii, N A B \� 5 of 1 CY Trans ortation& // \\ CHECKED: B,JE CHECKED: B,JE BRIDGE 545 OVER �'PILLIAMS CREEK 06_08 X D O E Development Consultants ��►1111111►\ — 2'-11/4' 39'-10' 36'-83/4' _ -21-11/211 18 Spaces 1'-0' = 18'-0' S acin for 19-599 in Pavement Notch and 19-601b from Rear of Bent into Top of Deck Searing Assembly with 2-1/s'-0xl'-3" Structure Line 'A' �� Qt 18° Anchor Rods Per Assembly and m Spa��r� 18° Skew Right � Two Assemblies per Seam ,lea 1" 501b from See Sheet 8 for Details i Is 6`-� '- 3 Place 60xb Stirrup Bent to U11ng ° it ►► 6 5 �4 Alon � B t ►► ►► � F3ent No. i Sta. 139+2-1.00 'a' Ears with Skew ►► ►► � 502b from 1 � ` 1--� ,�--4 c� Bent � � Sea r in — I � g 21-113/41 3'-6' Sent to U1ing � � Typ. Brg. As embly Spacing l � [7r s i, 601b pa. 1'-0' 8 etwe , Deep eas Byway u ► Along ntire Sent ► u \ 5 5 ►i ► (On Le I Seat Areas) 6'-9'118 5 Spa. 13'-0' = 65'-0' Step Spar—In Spar-Ing Alone Front of End Sent 6'-g' 38'-99/4" 39'-g�i8 SENT NO.] PLAN A Eleva t Ions except ® f J� 80'-91/2 Sent Length Along 4 Bent to Outside Edge of Ulingwalls are talon at otBent. 13'-�' 19'-11314' 6'-10" 6'-10' 19 -113/4 13'-1' 2-*1x2'-0' Construction F See Su erstructu Sheet 2-3/4'�xl'-9' Threaded Bar ✓ee Superstructure Sheet See Superstructure Sheet 6-*1x30 -0 p I-or Re/nfbrcing In Sidewalk For Relnforcing in SlcVearalk 2 Rows of 3 5ars Front Face Beams Joint For Relnt"orcing� I Median Each Face of Each Beam � C Construction Joint D in Rear Face Front Face ltyp.) � � � (included with Beams) Construction Joint (22 5ars Total) _ I - - - - - - - \� 1-*10 - - -- - - 3-603b -- - - ------- 6-602b - - 2-603b Front ace 4-604b 5-605b ---- ----- 1-----------�- -- i------------ -- - -----------L--- -- -----------------------� -- -- ---------- 5-6�4b � - �-4-605b � Under Seam ------------ - -----------I - - ---I -- -----------�-- -- !------ I i I ------------- -- — --------- ---------- _ _ � —1 --- I cil \� 12_ _ MK51-- L - I - _MK88_ MKB1_ O _MK56_ I _MK55_ 8 401b P. KB1 KB9- N �' MK84_ _MKB3- I _< - _MKB11_ M tat MK82_ _ 1-40lb \n 3-*''1x6'-10' In Seat 11x 2'- 1-*1 13 9' - _ - cn J N 4- 09 8 0 8 0 b 9- 01 1 xl S - 8 0 b 1- x8 0 5- 0 b n Fa c Fro t Fa a Fr t F e Fr nt ce Front F ce 11-*''1x30'-0" I gSa4w0/60xb I 19-401b 11-*''1x30'-0" l4 5ottom, 5 Top, HP12x53 Steel Piles with Pile l (4 5ottom, 5 Top, C 5ottom, op, 4 over Piles Spa. w/60xb t 2 Middle) 8 2 Middle; (t Sent at � Bent at � 2 Middle) tips in Pre-Drilled Holes Driven Wing Edge 2 11' 11� ' 11/2" S S a.� 1'-0'=8'-0' 11/2 ' to 115 Tons Ultimate 5earin Stirrup S acin 11� ' 5 S a.a il'=4'-1' 7!/ !a9/! 'a 5 a.6 l]1/2'=V-"11/2' BSI/ 11/ ' 3 6 11'=2'-9' 11/ �� ' 11" Wing Edge 2 �o - - g p p _ 2 p a �.. a s a s Typ. Stirrup Spacing Between Piles � Estimated Pile Tip Elev.=834.0 Between Piles ± - --'-"--- ------- ----------- - 31-43/41 6 Spa. � 13'-3' = 55 -6 (Pile Spacing Along It Bent) 5 -10 lo'-O'_(To Clear-_Sanitary Sewer) 4'-0' 2'-V14' SENT NO. 1 ELEVATION -'t - -�� 2'-9' TA5LE OF ELEVATiON6 5EARING A55 M5L iES Location Elevation Location Elevation Location To Plate 5ottom Plate Seam Height � N 4�1b x 3 '- 9" A 859.65 J 865.68 MKB1 6�x12,x1� 9�x20,x1� 83x1.5 5� NOTES MK52 6 xl2 xl 9 x20 xl 53x1.5 5 in 5 865.56 K 865.69 " 1 See Sheet 8 for Sections "A" 4 "5", 5111 of Materials, �t 8' C 865.59 L 862.62 MK53 6 xl2 xl 18 9 x20 xl i2 53x1.5 03/ 1 8 Cq � ��--�) MK54 6'xl2'xl' cB'x20'xl' 83x1.5 5" l.Uing Deta l Is, and Bea ring [)eta i Is. �' D 864.84 M 861.90 E 86528 N 862.11 MK85 6'x12"x1�1�8' 9'x20'x11�2 ' 53x1.5 6318" See Sheet 1 for End Sent No. 2 Deta l ls. 2'-9' 2'-9' 2'-9' 2'-9' �' X 9'-2 " MK56 6'A2"x11i4' cB'x20'xl' S3x-1 514' _ F 865.92 O 862.43 N 6�2b X 13 '-2 " �o03b X 12'-10" &�4b X 12 '-4° �o0✓r-,b X 12 '-8 " C 865.42 P 86222 MK51 6'x12'xl' 9'x20'xl' 53x1.5 5" (Center of Bridge) (Under Sidewa Ik) X 3 ,-8 „ N 86530 Q 861.98 MK56 6'x;2'xI'/a' 9'x20'x13�4' 53x1.5 6''�8' i 864.94 R 862.69 K5g 6'x 2'x1' g'x2O'xI N S3x1� 5" co �' � MK510 6'x12'xlIi8' 9'x20'x13/4' 53x1.5 658' -�- � �t--1" i�- MK511 6'xl2'xl' 9'x20"xl' 53x1.5 5 F ' 11 ill f � _ -i1 1 t�j - = MK512 6'x12'xl" 9'x20'xl' 53x1.5 5" c� 7h CL Cn P 'r :t a 1 `" -' `� N 3i' PRESTRESSED CONCRETE BOX BEAM BRIDGE � N N N 2'-3' 2'-3' 2'-9' _ 2'--5 _ 2'-9' � 2'-9' _ 1 1 SPAN: 60 ' -- 0 " SKEW: 18° RIGHT &.06b x 1Jo'- 9" 6.07b x 1:o'- &.00b x 9 '-11" &C9b x 1:0'-5 " ��1b x 4 �r�2h x 4 599b x 2 -1 N ON 131ST STREET OVER WILLIAMS CREEK o (Center of Bridge) (Under Sidewa Ik Beam) E 6 _ J O U,- �� - CITY 0 ' CARMEL HORIZONTAL SCALE BRIDGE FILE U X z \`\`i� I p l II/�9i//i oX � `�� Q, '4'0�,� RECOMMENDED �� /�' 3/87=1'-O!' BRIDGE 545 �� \\��` ,•�G�STERFO �i FOR APPROVAL 6/27/200 131ST STREET VERTICAL SCALE DESIGNATION _* 19300106 *_ DESIGN ENGINEER DATE DITCH ROAD TO SPRING MUI ROAD -- , STATE OF SURVEY BOOK SHEETS Z w �� NDIANP ��`� DESIGNED: RDG DRAWN: RDG END BENT NO. 1 _co LIJ o zi ��/S�ONAI ENS� CONTRACT PROJECT 6 of Transportation& / \ CHECKED: B,IE CHECKED: BJE BRIDGE 545 OVER WILLIAMS CREEK 06_08 w w w w o P /�►Ill I I I I11�� x D� -1i Development Consultants — x�o�� 2'-1'/4' 39'-10' 36'-83/4" _ _ _ _ _ 2'-11/2 a 18 Spaces 0 1'-0" = 18'-0' Spacing for 19-599 in Pavement Notch and 19-601b from Rear of Bent into Top of Deck 4.B Bearing Assembly with 2-"/a'Oxl'-3'y tructure Line 'A' ,� 0 Anchor mods Per Assembl and C'rn a'- Two Assemblies per Beam r eam Spa 18° Skew Right 180 �\ 1" 501b from See Sheet 8 for Details Place 60xb Stirrup Bent to Wing �� ° 6'-53/4" Alon 4 B t ° ° 4 Bent No. 2 Sta. 139+81.00 'A' Bars with Skew a ii 502b from 1 t*Bent 4 4 Bearing 2--1 3 1_611 Bent to Wing Typ. Brg. As embly Spacing w 4 &'x 12'x ' Deep Keyway r 601b pa. 's 1'-0' Bettye Beams Along ntire Bent ° (On Le I Seat Areas) \ ° 6'-9"l/8 5 spa. a 13'-0' = 65'-0" Step Spacing Along Front of End Bent SENT N0.2 FLAN Scale: 3/&"=1'-0" .All Elevations except 0 J� 80'-9'/2 ' Bent Length Along I Bent to Outside Edge of Wingwalls are talon at 4t Bent. 13'-1' ICJ'-113/4' 6'-10" 6'-10" 19'-113/4" 13'-1' 2-014'-0' Construction F See 6u erstructu a Shheet 2-3/4"Oxl'-9" Threaded Bar See Superstructure 6heet See Superstructure .Meet 6-*�'ix30 -0 �' for RelnForcing� in S/decua/k for Re/nrorctng in 61deara/k 2 Rows of 3 Bars Between Beams Joint for RelnForc/ng 1 Median Each Face of Each Beam - C Construction Joint D in Rear Face Front Face (Typ.) G (Included with Beams) Construction Joint (22 Bars Total) I -� 1-*'1X$ -0 — --M� "Is Front ace i 5-604b --- -- i ---------- ------ -- ------ --------- 5-605b -605b .---------- �-----------+ -- -�-----------L ' Under Beam � i ,------------� ----------+ �- - i i i i -- -- ------------ - - -i-----------�- - ---------- -- — 1 --------- i i - --�----------- i -- -- i ---MKC12 �_ cn �� _MKC5_ _MKC6 0 _MKC1_ _M1GC8_ - -- - 1- Olb _MKC2_ M _M_K_C _ _ K__C4_ N �' _MKC9_ _MKC 10 -MKS 11_ 8-401b -- - --- - ' t— ' ' --- — �� 3-'"1x6 -10 10' 6� in Seat � +� � a a i a i - I EM 5 6 9b 8 0 b F -6 1b -6 6b 8 60 b - 8- 08 -6 9b - x 2 8 � x 3 - 1- x1� -11 -� x13 9 1 *1x ' � os1x ac F 11-*''1x30'-0' 19-401b 65-401b I I 11-01x30'-0' !� ( 11- "1x30'-0" spa. w/60xb Spa. w/60xb (� Bottom, 5 Top, HF12x53 Steel Piles with Pile Bottom, 5 top, (� Bottom, 5 Top, p � over Piles � 2 Middle) 4 2 Middle) � Bent at 4 Bent at 4 2 Middle) Tips in Pre-Drilled Holes Driven Wing Edge 11' 11/211/213 11'=2'-9' i'/z 8'4' 9 Spa-10 11'/2'=8'-11/2' 81/4 1i/z' 5 S a:S Ii"=4'-7' 11/2 ' Stirru Spacing to 115 Tons Ultimate Bearing 11/2 8 S a.s 1'-0 8'-0 1'/2 " 11/2 ' 2011" Wing Edge Between Piles Estimated Pile Ti Elev.=834.0 ---° -- - � a i a i a i a V- a i a p Typ. Stirrup Spacing Between files 2 -V/� 4 -0 10 -0 (To Clear Sanitary Sewer) 5 -10 6 Spa. 's 3 = 55 -6 (Pile S acin Along 4. Bent) 31-43/41 SENT NO. 2 ELEVATION �- ---� - - i0' 7 2'-9' TABLE OF ELEVATION5 5 A55EM5LIE5 1101 Location To Plate Bottom Plate Beam Hei ht --t� - - �' _ Location Elevation Location Elevation _ MKC1 6"xl2'xl' 9'x2O'xI N 83x1.5 5' A 859.69 J 865.11 " " I` OTE 6 40Ib x 3 '- 9 " B 865.61 K 865.11 MKC2 6x12 xl 9x20 xl 53x1.5 5 MKC3 &'x12'xl'1/a' 9'x20'A3/4' 83x1.5 6s/8' See meet S for Sections 'A" 'B', Bill of Materials, �r C 865.63 L 862.68 Wine Details, and Bearing Details. � D 86 .91 M 861.94 MKC4 6'x12'xl' 13'x20'xl' 53x-IB 5' _ I MKC5 6'x12'xl11a' 13'x20'xl3/4' 53x-IB 6s/8' See S�teet �o for End Sent No. 1 Details. E 86532 N 86220 2'-9' 2'-9' 2'-9' X 9'-2 " MKC6 6"x12'xl' 'B'x20'xl' 53x1.5 5 F 865.95 O 862. 1 224 MKC1 6'x12'xl'/8' 9'x20'xl' 53x15 5'/a6.02b X 13 -2 6.03b X 12 -/C 604b X I2 -4 t.05b X 12'-8 ° G No 6 ' /8 (Center of Bridge) (Under Sidewalk) H 865.33 Q 862.00 MKC5 6'x12'xls ° 9'x20'xl3/4' 53x'IB 63/S' 4�2b X 3 '-8 " I 86 .91 R 862.11 MKC9 6"xI2'xl' 9'x20'xl' 53x1.5 5" cn g �' MKC10 (o'AVA3/4' 9'x20'x13/4' 53x-IB 6'/2' MKG11 6"x12°xl' 9'x20'xl" 53x1.5 5' - - -i MKC12 6'x12'xl' 'B'x20'xl' 53x-IB 5' CD z Cq i' PRESTRESSED CONCRETE BOX BEAM BRIDGE 2'-3' 2'-3' iv 2'-9' 2'-9' 2'--5 2'-9' 1 SPAN: 80 ' -- 0 " SKEW: 18° RIGHT CID x x x x 5.0Ib x 4 .��2b x 4 99b x 2 -1 (Center of Bridge) (Under Sidewalk Beam) " '- ON 131ST STREET OVER WILLIAMS CREEK C - JU 3cd Q/Q o CITY OF CARMEL X V A BRIDGE FILE w/� ��`� P� D. �9 /�G RECOMMENDED 3/6'=1'-Cr BRIDGE 545 _ �U .' Fo . � FOR APPROVAL �,I� 612712008 131ST STREET VERTICAL SCALE DESIGNATION w DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD -- - * : 19300106 STATE OF w z a a o SURVEY BOOK SHEETS w w %/ �.' /NOIANP.•' �� DESIGNED: RDG DRAWN: RDG END BENT N0. 2 - 7 of 13 w o W Transportation& /%�jO A�,�� CHECKED: BJE CHECKED: BJE BRIDGE 545 OVER WILLIAMS CREEK CONTRACT PROJECT I 1 11 11 11�cn�J rr Development Consultants — 06-08 xDoL� 12' Reinforced Concrete -'fib 1~ SILL ATE R f AL.5 5 I L L OF MATE R f AL S 5ridge Approach 1 -0 SENT NO. 1 SENT NO. 2 2 Layers Polyethylene Typ 1A Joint *4's in Top of Deck* — -- t"- �t�I-� EPDXY' REINFORCING STEEL EFOX`t' REINFORCiNG STEEL (Min. Thickness 6 mils) *rix30'-0'* �'5's in 5tm. of Deck* _ 0 �, `r Mark or Quan. Length Weight Mark or Quan. Length Weight �n ao in Size Req d (feet) (lbs.) Size Req d (feet) (lbs.) Zi ° `cA E `� ``� #7 39 30'-0» #7 39 30'-0» a `�' < �- #7 1 14'-11 #7 1 14,_11 „ 3/4'0 Threaded -5 2'-9' 2'-9' 2'-9' 2'-9' #7 2 113'-9" #7 2 13'-9" `Q s -� #7 2 ` 12'-8" #7 2 12'-8» � 5r Rods 1n Seams � � .� � g� = p1 m ! m 6.02b x 13 '-2 " 6.03b x /2'-10" 6.04b x 12 '-4" ro�J✓r-b x 12 '-8 " #7 2 8'-0" #7 2 8'-0 O1 ; �'�1x2'-0' 5etween (Center of 5ridee) (Under Sidewalk) #7 6 6'-10" #7 6 6'-10" o re 5eams (F.F.) `V 7 22 2 -0 #7 22 2'-0» r a Varies (5' Min.) - Total #7 Reinforcing 2737 Total #7 Reinforcing 2737 i r — — — — X _ 601 b 79 9'-2" 601 b 79 9'-2" 602b thru ,'o0gb `� - - = --r` - 602b 6 13'-2" 602b 6 13'-2"F ir ` � >� - 603b 5 12'-10" 603b 5 / 401b �� `Q 604b 9 12'-4" 604b 9 12'-4" 605b 9 12'-8" 605b 9 12'-8" 9- , \___1 _ Z z 2'-g' f2'-V - 2'-V 2'-g° - 606b 8 10'-9„ 606b 8 10,_9„ c� - �,, Geotextiles 6� �r ��6b X 1�'- 9" ro�7b X lam'-� ° C�Sb X 9'-1I" ��9b X 1®'-,� " 607b 17 10'-5" - - 607b 17 10'-5" (Center of 5ridge) (Under Sidewalk Seam) 608b 16 9'-11 " 608b 16 9'-11 " al - -- - 609b g -10,_5, - 609b 9 10,_5„ .. - - ``� *"Z-30 Florizontal Bars Total #6 Reinforcing 2415 Total #6 Reinforcing 2415 10 501 b 14 _ �i' -6" 501 b 14 4'-6" 6'� End Bent ° HP 12x53 Steel N-Piles w/Pile Tips - - - - >. » Drain Pipe 2' 2 10 Spa. 1112 ' 9'-�' 21/2 ' S02b 14 4 -Ea 502b 14 4 -6 In Pre-Drilled Holes Driven to _ 175 Tons Ultimate Searing ° ° 14-*5xg'-8' 599b 79 2P-111 599b 79 2'-1 " *5are 511led with 1�_�. 3I-ON 402b � � (� Ea. Face) #5 28 9'-8" #5 28 9'-8" Superstructure SL/ 5 44 5# # '-8" 5 44 5'-8" 65C TIO/ Y �� -� �� 11-�02b Total #5 Reinforcing 846 Total #5 Reinforcing 846 Scale. 3/4" = 1'-0" ? z @ 401 b 182 `_ 3'-9" 401 b 182 3'-9" 402b 22 3'-8" 402b 22 3'-8" 22-05x5_8' Total #4 Reinforcing 510 Total #4 Reinforcing 510 — (11 Ea. Face) �V' 1'-0' 1'-6' Construction Total Epoxy Reinforcing 6508 lbs. Total Epoxy Reinforcing 6508 lbs. ' Concrete olnt CONCRETE CONCRETE 12 Reinforced 1/2 Joint Filler ro Curb Section *5x5'-8' 21 = i Bridge Approach in rb Section * * � - `� -�,, Class "A" Below Seats 24.8 Cys. Class "A" Below Seats 24.7 Cys. 2 Lagers Polgethglene T e IA Joint s in Top of Deck Class "C" Billed w f Superstructure Class "C" Billed w/Superstructure (Min. Thickness 6 mils) in eck Section *5's in 5tm. of Deck* `� MISCELLANEOUS MISCELLANEOUS 01x30'-0' ' 14-501b or 14-502b 12 - HP12x53 Steel H-Piles 12 - HP12x53 Steel H-Piles �4 � a , 2' Cl.CI cn 411011 7 Each Face in Pre-Drilled Holes Driven to in Pre-Drilled Holes Driven to -0 Into End Sent -- - i— Constr. a �, 175 Tons Ultimate Bearing 324 Lft. 175 Tons Ultimate Bearing 324 Lft. Joint 599 ---_-- E SECTION "C-C" �- P CAL �� i ON Oversized Predrilled Pile Holes 120 Lft. Oversized Predrilled Pile Holes 120 Lft. ° Scale: 1�2`_�'-sa` Aggregate for End Ben Backfill 26 Cys. Aggregate for End Bent Backfill 26 Cys. 3/4'� Threaded x „ s Rods in 5eams 6 0 End Bent D;-ain Pipe - 92 6 � End Bent Drain Pipe 92 Lft. ) 83j8® 83/8 +r1x2'-0' 5etween I - 6, i 5eams (F.F.) C are 4 A r t Varies (5' Min.) 2' 1'-4' 2' a a ° �,? - - X E Cost of Bearing Assemblies to be 602b thru 609b � Z lncluca'ecl in Cost of Box Beams " _N \G ° P>Ib x 4,_� „ 5.021-5.021- x 4,_� „ r✓- 99b x 1 ��. � i-toles a a a � 1 t a a ° 2 g, � o D Geotextiles @ r L307-70M 2 1='-AN ° End of Sox Beam i ° o r „ 5 ; a C5-21 prestressed Sox Peam °a ; 5 - 401b X 3 '- 9 - '"7x3 -je Norizontal Bars Searing iro lfo — 8, 6'0 End Sent t. NP 12x53 Steel I-I-Piles w/Pile Tips 63x,1.5x12 53x-i.5x12 �- Drain Pipe in Pre-Drilled Holes Driven to E� �� Searing Plates 1'-6' 115 Tons Ultimate Searing Cast In 5eams i ° i ° a ° Ei�1b X *5are 511led with 1�-6' 3'-0' 6 x12 Top fit'_ i i i i i i L i i a i i ° ° i i i � i r� Superstructure S3x�.5 a 1 i a is i i ° i ° i u ° °Steel Bam 64ECTION 5 -5- i i r ° a a i i ° i 4�2b x 3 '-8 ” Scale: 3/4"-1'-0" 9'x20' r�°0 i i V-4' Along Sent i 2'-2' Along � Sent i i 1'-4'�Albng_5ent i i Sent Seat x i 5ottom fie' 4/2 ' 4/2 ;� 1'-3��d' 1 to 21-03%. 1 to d'-3�%' to �, rr, See Table for Top 4 a ° L NOTES Cn 5ottom fie Thicknesses =_, \ Z ° a ° a ° j__ See Sheet for lend Sent No. 1 Plan 4 Elevation See Sheet -1 for End Sent No. 2 Plan 4 Elevation 5EARING DETAIL 2 O E cij ----- Jo0,- /moo U X � HORIZONTAL A A B FILE X;. �-Z �� ..:..c9 �i, RECOMMENDED 3/8!'=1'-0� BRIDGE 545 m Q m \�w`Z�P��,\STERF�� FOR APPROVAL -�-� �� 612712008 131ST STREET VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD 19300106 *_ — \� STATE of SURVEY BOOK SHEETS wz� DESIGNED: RDG DRAWN: RDG END DENT & BEARING DETAILS $ of 13 ww�� j��.' �NDIANP. �� Z o Transportation& /��,%%/�j I II►►��\\\\ CHECKED: B�E CHECKED: B�E CONTRACT PROJECT Development Consultants BRIDGE 545 OVER �ILILIAMS CREEK _ 06-08 ��o�� IDB61CRN: Beams designed For an 14620-44 Loading In accordance with 2.0.02 ,AA6,ti'7O 61'-0' Beam Length 6pecifications and Interims through 20.06. CONCR�TF: f'ci = 5,5��psi at Release 2'-9''�8' 56'-63/8' Beam Void 1'-�' 1'-3''i8' f'c = 7000 psi at 28 Days Void Spacing PRE6TB66/NCs STEEL: I/2'� 27� 6pec/a/ Lo/ax Strands 12 '0 Void Drain (T ) 3'x6'x31i2 ' Deep Blockout at to Cut Top Strands After Release. • As = 0.167 s in-/strand yp• Fill with Grout After the Strands are Cut. 16 Slow Left Fu = 270,000 ps.1. ----------- Init Ial Pull per Strand: 33,8!8 Lbs. Detenslon Strands Symmetrically about Reinforcing 6tee/ Carade 60 (,A.6.7i 'I. ,4616) Sea/ Tops and Ends of all Beams and the Exterior L--------------------------------------_-__-___--__-------------- -------------------------------- face of Exterior Beams with Sea ler. (,Apply in Shop. Co Not Rub) 4-15x31'-6 ' Top 4-"5x31'-6 ' Top l-1 -9 Beams shall be cast a minimum of I0 days A / Typ• before the deck Is placed.� ��/ Y C �� 3 Sets o/' Shop Drawings For the Prestressed Box Scale: 3/5"= l'-0 Beafna shall be su�mltted For Approval by the Engineer. Computed Beam Camber L_52 " Beam Camber at Erection 2.6 7' tol'-0' Beam Length Dead Load Def/ectlon -I.96 ' Resldual Camber .0 71' 3' 101/2 41 Spa. .9 1'-3' = 56'-9' 101/2' 3' #50-*4-S2le 6' 46 S a. 's 1'-3' = 60'-0' 6' #413-*4-525e SEAL ER OUANTI TILLS Tops: 2926 Sq. Ft. 2' 4.92' 16 S a. 's 5'=6'-5 10 spa. 10 9'=l'-6' 31 Spa. 0 1'-0' = 31'-0' 10 5 a. 91=1'-(o' 16 spa. tv 51=(0'-8' _ - 1-9211. 21 #92-*4-616e Ends: 1-1-7 Sq. Ft. Fascia: 214 Sq. Ft. �Fxt�rior Faces) l'-(o' To Strand Debondin I'-6' To Strand Debondin Tota I- 3319 Sq. Ft. Beam *placed with Skew �- ------ ----- - - - -- - -------------- -- -- -------------- - ---J NO 7E6.- L See Sheet 7 For Bearing Details. ------------ -- ,All Concrete Beams and appurtenances, including plates, \_ 2-104-Sc313e Horizonta I threaded rods, inserts, and miscellaneous hardware at Each End 54EAM EL 5 VA r/ON CO _21 shall be included in the price of the Pres tressed Beams. Scale: 3/a" = 1'-0H 61'-0' Beam Length (00'-0' (t - Bearing 4-::4 J, 6' Nook 1012' �' 1'- �' 101/2' r1 Use 2'0 Pin for ! 5 ° Bending 5a rs �p E Imo'=2 -\`4 s N r—Score Surface Every 3't B=21 4 m 3' _S Full Length 3' *4-S25e Omit Keyways c14 on All Beams C3=21 ° 3'-1 m ------ r r *�-S21e 2 Strands # #4-525c x 6 '-3 " # - , = 1 4 -521 x � '- 11 " 4-599 X 7 ' Il " 1�2 Void Drain(2 Ea. Void) 1 4. - 5 S .� 6'=3'-4m = 1 4 Brid e ° 9 u k. iia 6 Strands Line 'A' r 'n w 20 Strands - 1 3/4'0 Threaded Inserts for 3/4'0xl'-9' Threaded Rods 3/4' Threaded J' 9 S a e 2'=1'-6' 4' 9 S a.t9 2'=1'-6' U - • dm _:d ° :. •4 " ° _ Typical Each End of Beam 1'-9' Inserts Seam End Extend 12 Strands In Bottom Row 0 26-1/2'0 Special Lolax Strand Pull to 33,616 Lbs. Each (Lap w/Fully Bonded Strands> w/th Break 5ond 4 Strands 4'-(o' From Seam Ends 4 P-41 Projection and Shop cm Send as 6hown, (moo Not Use A4&at) Break 5ond 2 Top Strands I'-6' Each Side of Center of 9 5. 2. 2. 5. 2. 4' 4. \% N 3 - � Beam (l5'-0' Total). Gut Strands a Center After Release. ° Lap bent Strands #3-21 w/full bonded 2' Rad. 61 E34EAM S te'T'/ON C5 -21x4 '-.0 " X 10 y Tota 1 26 - 1/2'0 S ecia l 210k Lolax Strands 9- 7 strand 2'-6' Min. to if 2-6'x 12' x ii2' 0' _ _ _ _ _ ----==__= Scale: 1"=1'-0" Z -� 1/2'Ox4' ry Searing Es _ , End-Welded Studs 1 -41 N U - . c5 21 1 . • n -° 4 ° ° a- . ENO> ELEY,4 7'10N 6/D,ff E1_EV,4 TION ZEAM ENS 5 rRANL71 EZ75 61ON SEAM EN17) L7)ErAIL6 AT ENS 43EN76 Typical All Seams ZEAM L A r0U r PLAN o Scale: 3/32"= 1'-0" E � o J U ui� Q/=0 Y N p ox. o= L o X \\\\\�i�N111D1111//�j��i HORIZONTAL SCALE BRIDGE FILE m Q�� \\\� �STE �Q/! RECOMMENDED 3 8"=1'-0" BRIDGE 545 w r o I ` �' RF ' i �Yc/ 6/27/200 131ST STREET VERTICAL SCALE DESIGNATION rn .. o V o . FOR APPROVAL DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD i * : 19300106 CD SURVEY BOOK SHEETS >- — sTArEof DESIGNED: RDG DRAWN: RDG BOX BEAM DETAILS 9 of 13 W w W W o Development & //��%//Oj I III��\\`` CHECKED: BJE CHECKED: B�JE BRIDGE 545 OVER WILLIAMS CREEK CONTRACT PROJECT X`n�J eve opment Consultants — 06-08 X�o 60'-0' 4 4 Bearing - Bearing s�8 1'-0 ' ----- !-�' -- - _ r�_-__ __--� 5ILL oF r�A�rEfi�i ASS 140 7 4 Sent No.] i Bent Not 5UPEIR5TRUCTURE lls�al' 56 Spa. 'a 1'-0' = 56'-0' Transverse Reinforcing Spacing o - � 6 REINFORCING 6TEEL Skew Right � � � �� /a X 6 - 10 Mark or Quan. Length Weight _ i Size Req d (feet) (lbs.) �4 s 5ridge Line "A" 1Reinforcin 5 metric Alvout � i 1�-�� #7 20 35'-8" - _ 51-402a I 0 I 9 1�a Epoxy Reinforcing 2,194 rn N - 51-*4x13'-3' �� 6' #5 114 32'-5" in Top Median -If - _// -1 P - l426 X -8 " #5 160 31 '-0" 1-4 �� #5 114 11 '-3"lyl Total #5 Epoxy Reinforcing 10,366 401a 114 6'-10" 1-*4X30'-11' -*4x30'-11' , � 5eam � i 4020 228 3 -8 (24 total) i� Top of Median / top of Median / 4 114 32'-4" #4 196 30'-11" u -- -- - % #4 57 13,-3„ 0 D7 _ -- - - - ----- --- - #4 114 12,-0„ 0 % e Total #4 Epoxy Reinforcing 9,008 i 51-*4x32'-4' / / i� Total Epoxy Reinforcing Steel 121 ,568 lbs. Top of Deck L L N CONCRETE E Z 5ottom of Deck i Class "C" Main Deck Pour 140.3 Cys. (Including End Bents & Wings) w m � L Top of Slab / �� '/acs AH Trans verse / �� Top of Slab Class "C" Sidewalk Pours 38.3 Cys. (Including End Bents & Wings) � �'�inforcing with 5kecu � Class "C" Median ed an Pour 15.0 Cys. O N — Total Class "C" Concrete 193.6 Cys. '- 1 SC ILL1 r �► ELLANEOI�!J' 7 37 m Q 51-401a CB-21 x48"x61 '-0" Box Beams 2928 Sft. 4 1 4 - �C M 51-*4x12'-0' i 0 o Top of Sidewalk 17 - / - / - / / / - I - i l'-10' Sidewalk Pour i -- 51-*5x11'-3' -- i 1' 11 spa. a6 1'-0' = ll'-0' 3' 5ottom of Sidewalk -- ----- - ----- i 5-*1x12'-�' Construction Joint 1'-0 2' �[ 5-*1x12'-0' i Top of Sidewalk Top of Sidewalk j *-4X30'-11' To p *4x12'-0' - Q) at End Bent i a t End Sent i +15x11'-3' _ -- - ' 401a 12' -� Sloes 2 U Slope 2% _ rT 1 30-*5x31'-0' 10-*5x31'-0' 10-*5x31'-0' 30-*5x31'-0' _ 10'-0' Wing (Typica 1) _ 5ottom of Deck 5ottom of Sidewalk 5ottom of Sidewalk 5ottom of Deck _ _ _ _____ `� *5x31'-0' Sot Drip Lap 2'-6' at Bridge Lap 2'-6' at 5ridge Lap 2'-6' at 5ridge Lap 2'-6' at � 5ridge See Sheet 12 for Reinforcin , o �N 5ead 30-*4x30'-11' 12-*4x30'-11' 12-*4x30'-11' 30-*4x30'-11' g 0 4*5x.�1 -0 5otm. ao CB-21 Box 5eam Top Layer of Deck Top Layer of Sidewalk Top Layer of Sidewalk Top Layer of Deck in Derck for Concrete email. _ -21 Box Beam �p C5 � Lap 2'-3' at t 5ridge Lap 2'-3' at � 5ridge Lap 2'-3' at 1 5ridge Lap 2'-3' at 4 Bridge See Sheet H for Concretes %5Uf=E R6TRUCTURE PLAN Oridge Approaches_ 513'-co' Main Deck Pour Scale: 1/4"=1'-0" 5 DETAIL 13'-0' Median Pour 1'-2' 10'-8' Sidewalk 19'-0' Clear between Curbs 6'-6' 6'-6' 19'-0' Clear 5etween Curbs 10'-8' Sidewalk 1'-2' ---- 3' 9' _ 11 spa. W V-0, = 11'-0' Ci 3' 3' 59 spa. s V-0, 59'-0' Spacing for Reinforci in 'Main' Slab 3 Construction Construction Cn 3' 11 S a.� 1'-0'= '-0' 1' N o 3' 9' 11 S a.-S 1'-0'=11'-0' 9' 3' 1 11 S .� 1 0 -11 0 3 Joint *4x13'_3' Joint Reinf. Spacing in idewalk Reinf. 4x30'-11' acing in Sidewal Reinf. Spacing in Median w/Skew N $rid e Mod X Concrete 40 4 Lin Bridge 1'-6' 2a & 12' e ', ' U 1'-6' Z .g g 4 Line 'A' Rai Ii (T ) Profile I Sloe 2io Surface Seal 9 L '• yp- -_-_-- •sly 51oe 2io Profile Limits (T .) U S' Concrete Deck 1'_6� Profile Crtrade 1'_6' �j C-grade --- ___ _ Grade yp —ten,--- -----,.-_ Slo e 2° o 510 e 2io Slope 2io `, - Z � o e 2!o Slo 2io_ Slope 2io �*5x3i - 1-- *4x30'-11' l�-la if Round Cn Q O �� _J �_� O \\-3/4'0 Deck Steel, u '; Deck Steel ol Drip 5ead (Typ.) _ Q) C5-21 Sox 5eam C1 CB .21 Box 5eam 3'_5' 11 Spa. 6'-2' = 61'-10' Spacing for 12 C5-21x48' Prestressed Sox Seams 3'-5' o t P � �� oN 30 CENTER MEDIAN DETAIL E�6j SCaIe: 1/4"=1'-fa° Scale: 1/2°=1'-0- J p -- _j CK ° Q/ O o X> z \��i\\►IIID /�j�/ CII OF HORIZONTAL SCALE BRIDGE FILE Q � Pte..... �� RECOMMENDED 1/47=V-0" BRIDGE 545 w \STE/Z' 612712008 131ST STREET VERTICAL SCALE DESIGNATION U • �� Fo . �C FOR APPROVAL Q * 19300106 *� DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD w z a STATE OF z�rw ' ��' //�DIANP.•' �� DESIGNED: RDG DRAWN: RDG SUPERSTRUCTURE DETAILS SURVEY BOOK 10 SHEETS S 13 ry < w Z w° Transportation& ��%�j� ��\��\`\ CHECKED: B�E CHECKED: BJE CONTRACT PROJECT X�o�� Development Consultants BRIDGE 545 OVER WILLIAMS CREEK _ 06-08 " *Adjust and Field Bend Reinforcing e �,� 5 I�-�-- � M'�TERI A�-S -(� -S Out-to-Out Reinforced Concrete Bridge Approach for (o'-0' Sidewalk Ramp on Nut WEST APPROACH SLAB 146 Spa. � 6" - -14'-0' Spacing for 591 4 *5 Longitudinal Bars in Bottom Mat 4' Corner Only. _� (EAST APPROACH SAME) 4 � 5r . Bent o. 2 ' - for 491 *� Longitudinal Bars in To Mat Dr(ve 12:1 (Cxrooved) _ - S a. ISg+g-1.O 'A' REINFORCING STEEL �! - _ 0 S acin Gurb �� Spa. 1 0 74 p g g p _ _ Bridge Approach N \\� � " 13'-0' Center Median 11'-10' Sidewalk �� _-_ Mark or Quan. Length Weight 11 -10 Sidewalk FLFY.4T/ON Size Req'd (feet) (lbs.) 5' 11 spa. V-01=111-01 S' 3' 9' 11 Spa. .9 1'-0' = 11'-0' 9' 3' 5' 11 spa, 1'-0'=11'-0' S" \ 2 Lines 45-403a _ 591 149 20'-9" Bridge in Sidewa lk \\ 592 74 28P-619 1 l-*4x3-1'-4' Top Lines of 35-402a 45-402a 90-403a Total 593 2 Lines 24-403a 24-402a ,4 roach Sla Limits l-*4x36'-6' Top in Sidewalk - 594 2 34'-2" in Each Line in Median - in Sidewa lk in Sidewa lk Sta. 139+93 2 A 45-403a Total 140-402a total 1-*5x33'-3' Bottom 1- x4'-2' S ttom p r ach Slab Limit #5 28 409-01' l_05x34'-l' Bottom - Stati n 140+2010 #5 1 34 -1 N _ _ 2_5 Q #5 1 34,-2„ 2-592 Bctm, Mat Total #5 Epoxy Reinforcing 6814 To Top Mat 5- -0 402a 209 3'-8" m 5 4 2 o t EA5T 15R I C)GE AFF ® C,1--� 403a 138 4'-4" 0 0 T p Mat p 491 75 20'-811 �- 0 3 - 3 492 5 39f-1 iD Top Mat NOTES: 493 37 28'-8" -\3 - Reinforcing Steel Covering shall be 2' 494 5 37'-7" Botm. � „ unless noted otherwise. 495 12 32 -4 N 21-*4x11,-6" All Reinforcing in Approach Slabs to be Epoxy Coated. 496 12 22'-1" � � 54 37',-�1, Spa. 12 � - in Sidewa lk � � � i 1'-®" 4 1 36'-6„ 61 1 -0 4 1 34,_3„ l7-05x40'-O' m 24' 4 1 30,_3» cv 12-496 ° c� in Sidewa lk 21-*4x39'-11' �► 12' Bottom Mat � 9- # 4 24 23'-D cn 'a To Mat Top 12-*4x23'-0 p p " " " 4 3 12;-11," _* _ ' in Sidewa lk -0 0 -�-I� '� �+-�- � 75-491 � 12 33 4x39 11 12 11-*5x40'-0' 24' 32-*4x12'-S' Adjust Lap l3 *4.02a x 3 '-8 " *4.03a x 4 '-4 '� 4 36 11-8" Bottom Mat Top Mat Top Mat Spa. -6 12' 4 63 11'-6" in Median _ @ Total #4 Epoxy Reinforcing 6076 cn 149-591 6' , n1 20'_2" 20'_2" Total Epoxy Reinforcing Steel 12890 lbs. Bottom Mat 12-495 12-* x23 -0 ��► -I -- n Median i S dew-Ik m -6 1d Concrete LLAN OUS A jus Lap to Fit 01 „ 6' Nook L 1' Took L Reinforced Concrete Bridge 1-*4x30'-3' ``� Approach, 12" 270.7 Sys. in Median i " � /� Class "A" Concrete in Sidewalks 21.1 Cys. 49Ix2� -8 591x2 - 9 3-*4x11'-8' 1-*4x34'-3' Class "A" Concrete in Median 7.9 Cys. in Sidewa lk \� � �� — in Median c� � � Surface Seal 2465 Sft. �\ 6" Dense Graded Subbase 93 Tons (Fan as Shown) <r �_ *Estimated Quantity \ 0 Type lA Joint � c6nP 5'-0' 34'-1' 2'-6' — 20'-2' ---- 4'-3' ---{ 4 - x11'-6' o _in Sidewa lk 1/2" Joint Filler between �� - ---- ----- — — Median on Bridge Approach and Median on 5ridge Slab Bent No. 1 3=*4�c12'-11' Sri g Approach 1'1'-11' _21'-2' 14'-2' Sta. 139+21.00 'A' in Media-n-_ \ 492 x 3 9 '-1" 493_ x 20 '-�3 " 494 x 3 7'- 7" 49✓ x 32 '-4 ' (Fan as Shown) (Makes 10 Bars) (Makes '14 5ars) (Makes 1�D Bars) (Makes 12 Bars) 35'-10' 2i3'-6' _ 34'-2' Type lA Joint ,, N ----- 8'-3' 2�'--i' 2'-4' 26'-2' 1'-4' 26'-10' 23'-10' 1/2' Joint Filler between rn N Sidewalk on 5ridge Approach --- � and Sidewalk on 5ridge Slab (Typ.) 3_*4x11'-S in Sidewalk \��, 14'-S' 21'-2'____� I_ 14'-2' _� 14'-4'� �_ 13'-10' �_ 20'-4' _� �20'-3' (Fan as Shown) ✓�92 x 35 '-10" ✓r- 93 x 28 '-6 " 594 x 34 '-2 " 496 x 22 '-1" (Makes 4 Bars) (Makes 148 5ars) (Makes 4 Bars) (Makes 12 5ars) 20'-6' Minimum Reinforced Concrete 5ridge Approach Bridge Deck WE 5T 15R i DG E ,APPROACH PLAN. *4 9 12' S acin *4 -► 12' Spacing ----- �" East 5r i d e A roach Rotate 18Q>° p g R.C. Bridge Approach 491 Type 1A Joint g pp *5 lo 6' S acin cn p a a , s - _ Q _ 13'-0' 2 Layers Polyethylene_7 6' co Z See Sheet 12 for Railing Reinforcing *5 2 -0 Spacing Construction Joint Min. Thickness is mile J Four Lines of 402a 6 Dense Graded Subbase - into Sidewalk Details In Center a are odianew) See Standard 6.09-RC43A-01 End Bent 402a Construction 402a Joint 510 e Zio f'or Relnrorcement Detal/a CD \� 51ope 2% Slope 2 io - Slope 2% C U 403a APPROACH 6LA5 5ECT10 Two Lines of 403a I I Scale: 1/2" = 1'-0' c in Each Sidewalk AFFROACH SE CT i Oil (Place Square or w/skew) o Scale: 1/4"=1'-0" E N� HORIZONTAL SCALE BRIDGE FILE o� `\\��\\\�up �,�� CITY OF CARVI 1/4"-1�-0" BRIDGE 545 Q/N o X of \�� P� .... ��i�� RECOMMENDED ��// 6/27/200 131ST STREET VERTICAL SCALE DESIGNATION 27 m /�� ` ��G�STE/��O iJ��' FOR APPROVAL _— — Q° = 19300106 = DESIGN ENGINEER DATE DITCH ROAD TO SPRING ROAD =4C .- : *= SURVEY BOOK SHEETS STATE OF BRIDGE APPROACH DETAILS - 11 of 13 N Q � �o . � .• �<c�� DESIGNED: RDG DRAWN: RDG Z w /��i S�ONAL CONTRACT PROJECT ��°z, Transportation& /////� ,\\\\� CHECKED: BJE CHECKED: BJE BRIDGE 545 OVER WI S CREEK _ 06-08 w�w Development Consultants ww wo �U�_j� X o w nonnn nnnnnnononno nnnnnnnnnonn nonnnannnnnn oonn0 2" 2' 1'_0' 21 _0' BILL O� MATERIALS 1' Chamfer 1 Chamfer -_� 1' Chamfer _ 2, 'steps' �� CONCRETE RAILING 7�'�='IC�4L SIDS' ELEV,47ION 1 -0 _ � m Scale: 3132"= I'-0° 1' Chamfer �'* ;� �` \`* REINFORCING STEEL LO I M AN 2' 1'-0' 1'-0' 2' 2' 11_01 - 102a - �03a or i ms's i Mark or Quan. Length Weight Size Req d (feet) (lbs.) 1' Chamfer `t' `Q 1 i� 2' Not ch e s IN Notches-- -- ,- �01a 7010 8 14 9 505a p Q 505a -- - a I tL 702a 8 9'-9' ZZ�. 503a or } between � 505a 1 'N i i j i _ , 504a �► 0 �4 aP - I ,Q 7030 8 20 -1 Windows #7 4 30'-0" 0 } z Total #7 Epoxy Reinforcing�� 975 502a tv 6 - 6, +'S s �,, I i Z *5 s Z 501 a 412 3 -2 501a 501a *5's �" i 502a 36 6'-11 " 503a 28 10'-0" OMNI r =- 504a 28 11 '-8" 501a 6 501a g 6 501a 501a 501a Si ewa lk r '� } ,n _ 505a 232 10'-5" #5 8 32,-0„ Bric e A roach- #5 8 20'-0�' Box Beam 6/cieua 1k on Concrete 6/ceewa11< on Concrete Sidewalk on Concrete &Iclewa/k on Bridge or on 5fcleualk o,'a B/idc #5 8 11 -4 t Bridge ,4pproach Bridge ,4pproach Bridge ,4pproach tConcrete Bridge Approech i I0N u - n 1 N 1 F-F a 5E07'/0N rr - r► 1 1 N ►►P! P u 5ECTION 7-1?►1 #5 16 2,- O„� I � I SAC �' � SAC�' O C� CCC* S�'C O # RAIL ON APPROACH RAIL ON BRIDGE �� _ total #5 Epoxy Reinforcing 5,411 d 4 a a ° ° Total Epoxy Reinforcing Steel 6,386 lbs. - d ° � a °a a a a °a a d ° a° a a ° d ° a C:) ° a Q d 4 CONCRETE 5EC 710N n) -L:) ' Class "C" in Railing 23.8 Cys. lip 11 Irl n (Including Transitions) 20'-45/8' Outside Face SUJ 4 NE and Inside Face SE 4 NUJ 20'-5Ii2 ' Outside Face SE 4 NUJ and Outside Face 5UJ 4 NE 20'-0' End Bent Pilaster to Span Pilaster _ 20'-8' Between Span Pilasters 1i I SCELLANEOWS 4 a 1'-61 = '-0' 2'-21/2' 2'-21/2' 1'-6' (T .) 10 Add'nl Spa. a 1'-6'=15'-0' 1'-111/2' 2'-1' 11 S a. 's II,-(01=I(0'-(01 6 41-01 _g 5 Windows 3 11-11/41 12 Windows Total 12 Windows 1161 /1 �n M . O r► ►i % Joint - e 912 " 31-101 2' �'-8' 3'-0' Zip k- i ro r "CO) ►► 5E I P P (L A6 E 1► Ir , " *70/a x 14 g 41 lie r _ . 10Ia x 31-2 # 1" 1" N (102a) 102 . 18'-10' (103a) " m 112" ,1/2 " 1\ Notch Notch �� I Notch `L_ \A - - - -- � *702a x T-9, `" � #703a x 2. 1 11 11 11 11 11 11� 11 11 i 111 11 91,2• CONC�'E 7,� I'A 1�L iNC ELEVA71CN N 6' �� M"I CIO 121 CU CU Ln 20'-45/8' Outside Face SUJ 4 NE and Inside l=ace SE 4 NW 20'4/2' Outside Face 5E 4 NW and Outside Face SW 4 NE 20'-8' End Sent Pilaster to Span Pilaster 10'-4' Span Pilaster - Bridge , „ =� a, Varies *5.02a X �o -11 e0l ' 21/s' 22 Spa. 6' = 11'-0' to' 1'-0' 6' 1'-0' �O' I'-0' to' 1'-0' �' 1'-0' (o' to' 6' 5'S' 5' 1'-0' �O' 1'-0' to' 1'-0' (o' 1'-0' (o' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' 6' 1'-0' (o' 1'-0' �' 1'-0' to' 6'61%'6' 6' 6' 1'-0' 0 1'-0' &1 1'-0' (o" 1'-0' 6' 1'-0' 6' 1'-0' 3' �1j,�rja X 1��-✓ �� _ _ cv cv 91, . 4'-0' 7'-S' n -'102 a -'103a .201x30'-0' 4d,just Lap cf the 7-wc Bars �(1 Ea. Fa 6s) 1 a. F c ) (1 Ea. Fade) tc Make Ong 5Pc3a or 5-04a �- h'c?ilin �3a x 1��,-�„ 2-101a `' n n (1 Ea. l=ace) - x2 -� - Ieinforcent ✓04a X 11 -8 2- '-4' (' E . F ce) ! y Mmetric a. ace) E At,-out n� n 0a N 111 ,4 TE14 I I I S L]46T�FE z �' 2 1V 1 a. a 7- 3a - 58-505a 9-502a 2-0r40'10 ' - -*5x 2' 0' -- ( E fa,Fe II j z ry Sid�ura/k on Bridge ,4pproach Sidecua/k on Bridges Structures 2 40 Spa. -9 ro = 20'-0' S 3,05' 3-1 Spa. 'a 6' = 18'-(0' 20 Spa. om 6' = 10'-0' 3' Spacing for 103-501a N n n u n n n n n n (Cast in Sidewalks) � E � 4 Cx � � � 1 � 0 CONC�E 7E �A iL I NC:; 4 7 /RAN517"ION r-,E 1 NFO�C 1 NC:; ELEVA7 N F � Scale: 112'=I'-O' J O U a5 < Mo CITY OF C1iREL HORIZONTAL SCALE BRIDGE FILE Q�� "N VERTICAL RECOMMENDED -, 3/4!1=1 -0 Unless Noted BRIDGE 545 w�= FOR APPROVAL 131 ST STREET VERTICAL SCALE DESIGNATION o o � / DITCH -- — _ DESIGN ENGINEER DATE ROAD TO * 19300106 w z a STATE OF SURVEY BOOK SHEETS _ DESIGNED: RDG DRAWN: RDG RAILING DETAILS wwoQF � .!NDIANP.. '� \� — 12 of 13 Lj w Z� Transportation& �0 �� N CHECKED: BJE CHECKED: BJE BRIDGE 545 OVER �'PI�S CREEK CONTRACT PROJECT ° p ��/lll 1 1111\\ �\Development Consultants 06-08 — X :D D_j� SUMMARY OF BRIDGE QUANTITIES CONCRETE REINF. Y STRUCT. ANCHOR PILES OVERSIZED CAST IRON, RAILING EXP. EXP. CONC. STR. MEMBERS CONC. RAILING 10" BRIDGE BARRIER SURFACE FINISHING BLASTING 12" REINFORCED MASONRY CONCRETE COATED 14"fix 0.203" STEEL HP12x53 PILE TIP pRE-DRILLED CAST IRON GRATES, E JOINT JOINT BOX BEAMS I BEAMS TRANSITION R.C. DECK RAIL AND AND CONCRETE CLASS C CLASS A CLASS B CLASS A RAILING STEEL REINF. ***L PLATES TREATED STEEL SHELL STEEL H DRAIN PIPE BASINS, SEAL COATING ITEM CLASS C TOTAL STEEL MK-AP TIMBER ENCASED CONCRETE BEARING PILE HOLES & FITTINGS OR BS-11 LASS TYPE CB-21 TYPE IL TYPE WBC PAVEMENT SURFACE DELINEATORS CURING LEANING APPROACH SUPERSTR SUBSTR M FTG. CU. YDS. CU. YDS. CU. YDS. CU. YDS CU. YDS. LIN. FT. LBS. LBS. LBS. NO LIN. FT. NO LIN. FT. NO LIN. FT. EACH LIN. FT. LBS. LBS. . LIN. FT. LIN. FT. SQ. FT. LIN. FT. EACH SQ. YDS. SQ. YDS. EACH SQ.300 SQ YD SQ. YD. SQ. YD. SQ. Bent No. 1 24.8 0.508 12 324 12 120 Bent No. 2 24.7 6.508 12 324 12 120 300 Superstructure 183.6 21.568 2.828 4.8g0� 2.4057' 2.G 5 Concrete Bailin 23.8 G.3BG 4.830* 541.4 Concrete Bridge Approach 58.0 25.780 TOTALS 1g3.G. 4g.5 58.0 23.8 GG.750 24 G48 24 240 2.828 12.825 541.4 2 G5 . Estimated Quantity STRUCTURE DATA RIPRAP & GEOTEXTILE SUMMARY DESCRIPTION SERVICE W FLOW LINE CONCR. CL.A REINF. PIPE EIIGRATED B OROSTR w LT. STATION STRUCT LOCATION w SIZE PIPE LENGTH LIFE a COVER UP STREAM DOWN STREAM IN STRS. STEEL END SEC. BOX END SEC. BACKFILL REMARKS OR TO NO. J v TYPE Lft. ears Ft. ELEV. ELEV. C . Lbs. each each C RT. STATION End Bent Drain Pie 18—Inch Unif or Geotextiles _ Behind End Bent No.1 X I G' g2 Revetment Riprap C Csq,. yards) Behind End Bent No.2 X G g2 End Bent Drain Pie Ri rap CTons) Outlet on Downstream Side Under Wing Bent No. 1 1G5 285 Total of Reinforcing Steel Carried to "Structure Quantities" Bent No. 2 1g0 320 TOTALS 184 TOTALS 1 355 G05 SEE ROAD PLANS FOR PAVEM NT OUANTfflES AND APPROACH TABLE9 81[)E CffCH AND SODDING SUMMARYv SHEE 8 SM ROSION CONTROL., AND GUARDRAI SUMMARY Cf) / U 6 L m / Z Q J / 6 U / J 0 z w w l U 0 a cn rn r� O j cv a E a' � a 1__�� BRIDGE FILE U 3 00 -0o \�,,,,,IIIII CITY OF CARMEL HORIZONTAL SCALE BRIDGE 545 o X - o z ��\Pg0 �:..��o��/ RECOMMENDED 612712008 131ST STREET VERTICAL SCALE DESIGNATION �� ? REVISIONS _ O �` ��G�STE/�FO �J� / FOR APPROVAL D 0 DATE ITEM _ _ DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD _ _* : 19300106 : *_ SURVEY BOOK SHEETS of 13 il:� DRAWN: RDG 13 DESIG NED: RDG BRI DGE SUMMARY Q w z w ' l I ��` INDIAN?. �� CONTRACT PROJECT o Q z Transportation& /''''��//�; NA ,��G\'\\ CHECKED: BJE CHECKED: BJE BRIDGE 545 OVER WIGS CREEK 06-08 w U z w % Development Consultants w ww �'J wo ch (n Jry X D O w!�i Gtr *' CA NEg s e _ T\ I M � NDIAN Q► OWNER H CITY OF CARMEL Q ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571 -2400 Q TOPOGRAPHIC SURVEY BY: CROSSROAD ENGINEERS 3417 SHERMAN DRIVE BEECH GROVE, INDIANA 46107 (317) 780-1555 J HOLEY MOLEY SAYS DON'T DIG BLIND" W 1ih INDEX OF DRAWINGS SHEET NO. mul 16t St W - �' l I� d� IIII IIIIrr � I :- — •,,, TI TLE SHEET 8c INDEX 1 II " I ul p,III II • s Ni w:i VIII wr" Iplulll ..tnl ur yr+ III ,w , IL, w II TYPICAL CROSS OS S SECTIONS "IT'S T— E W" I 3 CALL 2 WORKING BEFORE DIG SOIL BORINGS —�� 1-800-382-5544 ^.I I to LAYOUT I � ^ �.. CALL TOLL FREE ' I — — — PER INDIANA STATE LAW IS-69-1991. h .I A I I Inu; 4 31 ' I: GENERAL PLAN 5 IT IS AGAINST THE LAW TO EXCAVATE Iw ." , hl d WITHOUT NOTIFYING THE UNDERGROUND Uj � 11° mr:l .,.". _' STRUCTURE ELEVATIONS 6 LOCATION SERVICE TWO (2) WORKING ., . . l . rl Pti I h . tlll ^ w�w s _ DAYS BEFORE COMMENCING WORK. LU IIII I Al � :� ! pi �w,NIII RAILING DETAILS 7 lI Iw�tl .,P "9 .11N; sruu n.u.w� I. wl (D BRIDGE SUMMARY r 8 ^ = � IIII z�L a m Z Q Z�r=0 N 7 d ~m M N d Nl. 4 r,1 I I 0 a r IN Nu I i;+II'N I�nLV I�i l✓I IrdId i I u 1 l � r ■`r+fi 4R 1 I I 9 i I .E �d°�lI u'1�dI�4lq l x ti II II I pp I!tl� .,I.,lIl��m�.,H I�„✓r w .1 __ -_ .� --�•-'•--A-�--_ �PLA rill W I . i M (n NAli 111 X w-VS u II 01 edam 1h lg TION PROJECT OCA W 1 2nd JI". Transportation Development Consultants _ " 3417 SHERMAN DR. BEECH GROVE, IN 46107 (317) 780-1555 55 x i St E 1+ 4h s. W 11h W,p6h:. St } 00 ilia � CL I ^ 1$h 19300106' STATE OF 1 //V OIAP H INDIANA DEPARTMENT OF TRANSPORTATION ON A L STANDARD SPECIFICATIONS DATED 2008, INDOT LOCATON MAP SUPPLEMENTAL SPECIFICATIONS. NOT TO SCALE M�O t' M 61271200 E CERTIFIED BY: DATE PROJECT LETTING DATE : 07 - 16 - 2008 DESIGNED: RG CHECKED: BE DRAWN: TB CHECKED: RG APPROVED BY: C) BOARD OF PUBLIC WORKS AND SAFEf Y PLAN SET 2 OF 5 JAMES BRAINARD, MAYOR _ CHAIRMAN F I N A L N BRIDGE NO. 543 OVER ALMOND DITCH MARY ANNE BURKE — MEMBER _j 0 06 T CONSTRUCTION Q LORI WATSON — MEMBER 0 CITY OF CARNIEL PROJECT NO 06 08 131ST STREET ROAD IMPROVEMENTS DITCH ROAD TO SPRING MILL ROAD c/) ft-�0 D �. 1 o� J) QZ N0. DATE REVISIONS BY APPR. IF—C) wwWwo IL U) JLIL 91 WWI,V X D FD11 LEGEND AO COLORED AND JOINTED CONCRETE, 7" ON 12" COMPACTED AGGREGATE BASE NO. 53 40'-01 401-0" OB COLORED AND JOINTED CONCIRETE, 4" ON 12" COMPACTED AGGREGATE BASE NO. 53 ` '-�' '-0` '-0' '8'-0` Path ro 2 -0 fro -0 Lane 2 ro ro 2 16 -0 Lane 2 ro 8 -0" Path O PCCP FOR APPROACHES, 6" ON 6" COMPACTED AGGREGATE BASE NO. 53 Minimum Minimum 1z/UJ O 165#,!S�`D. HMA SURFACE, TYPE A ON 275#/SYD. HMA INTERMEDIATE, TYPE A ON 26 LINE "A" 2s 5" COMPACTED AGGREGATE BASE NO. 53 P 2s 15 PROFILE GRADE 16 _ 2%_ 2s 1s PROFILE GRADE 15 26� P 31 F CONCRETE SIDEWALK, 4" 1 yp 0'-6' C yp K 165#/SYD. HMA, SURFACE, TYPE C, 9.5 mm ON REM .7, Zi5#/SYD. HMA, INTERMEDIATE, TYPE C, 19.0 mm ON 385#/SYD. HMA, BASE, TYPE C, 25.0 mm ON SG SG 275#/SYD. HMA, INTERMEDIATE, TYPE C, OG, 19.0 mm ON u u 330#/SYD. HMA, BASE, TYPE C, 25.0 mm I J I ST. STREET CROSS SECTION — LINE "A R1 165#/SYD. HMA, SURFACE, TYPE A, ON SCALE: 1/4" = 1' 1 .5" SURFACE MILLING SG SUBGRADE TREATMENT, TYPE IA OU PIPE, TYPE 4, CIRCULAR 6", DOUBLE WALL, SMOOTH INT. Center of 14 BARRIER CURB AT TRUCK APRON Circle 15 COMBINED CONCRETE CURB AND GUTTER, TYPE II 51'-0' 4'-0` 2'-0' 18'-0' Lane 2'-0' 6'-0' _ 8'-0' Path 1'- ' 16 COMBINED CONCRETE CURB AND GUTTER, TYPE III �i 17 ROLL CURB, MODIFIED 26 SODDING ,•y PROFILE GRADE 6» 2s 24" SLOPE VARIES & LINE 'B' & 'C' X. 1 ,� P . MP _ 14 A ~ 2% K 15 26� 1 �` RIM ELEV. TO 3 M 6"- . 18" THIS POINT qX 6 6 GEOTEXTILE FOR y �N 77- �,�. UNDERDRAIN I I �' SLOPE 1 4,t FT. / — u AGGREGATE FOR UNDERDRAIN N _ 'a `N # � �. .CLASS »A" CONCRETE PIPE, TYPE 4, 6"0 14" CIRCULA TING ROUNDABOUT CIRCULA TING ROAD WA Y SECTION DOUBLE WALL e a 131 ST. AND DITCH ROAD — LINE 'B " SMOOTH INTERIOR COMBINED CURB AND GUTTER TYPE 111 > UNDERDRAIN DETAIL N O SCALE 737 ST. AND CLAY CENTER ROAD — LINE C NO SCALE SCALE: 1/4" = 1' 24" 6" 18" 24» RIM ELEV. TO » RIM ELEV. TO ,� 11/2 THIS POINT 6 18 THIS POINT PCCP FOR APPROACHES 6» CLASS "A" "� 1 �'"` A CONCRETE �'� 3 f4» n- P. CLASS flA" co: `CONCRETE DRI VE AREA S MAINLINE COMBINED CURB AND GUTTER TYPE 11 NO SCALE V D c C E 5»R. 14" CURB NO TES 4"R. CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. �» a J FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. z CD 24» ry DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. 0 ROLL CURB, MODIFIED V) NO SCALE M � %OcO J V CO C6 �,�r°� Q�U n V X � - CITY OF C i�.�EL HORIZONTAL SCALE o X U o? ��Illllll��i� BRIDGE FILE mxc \�`�qF�.°:.. ii�i�/ RECOMMENDED 131ST STREET 1 4"=1'-0" BRIDGE 543 w a �G`STER� FOR APPROVAL �J T� � � � � ��=t•�•�� 612712008 VERTICAL SCALE DESIGNATION _ _* 19300106 DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD 0 Q STATE OF SURVEY BOOK SHEETS � < _ DESIGNED: RDG DRAWN: RDG ROAD�PAY TYPICAL SECTIONS w~ �� NDIANP. �� Y 2 Of 8 :41 r11014:11 Lj w o w o Transportation& /��%%�i IIII\��\\`\\ CHECKED: BJE CHECKED: BJE BRIDGE 543 OVER ALMOND DITCH CONTRACT PROJECT x o E Development Consultants 06-08 L�lH LOG OF TEST BORING i Boring No..... ..... 13.4 Project ...... a3'1st,Street imprpyiements_ Elevation _876.5 /V datum use&.�s ..... .. t Location .... . .. ...Hamilton County,Indiana, EEI Proj. No.- 1-07 201. .. . 7770 West New York Street-Indianapolis, i PC _ Client „rocs odd Engineers, ' Indiana 46214 Sheet .. 1 .-. Of � ._...317-273-16901317-273-2250(Fax) Proj. Station _ 151+63 Weather Sunny _ Driller _ J.M. Struct, No. Hamilton 543 Offset 4 ft Rt_"A" Temp. _ _ Inspector_ SAMPLE DESCRIPTION/CLASSIFICATION SOIL PROPERTIES — - - No T Rec N — Depth and REMARKS qP q°_. Yd W ;LL PL PI % Value ft Elev tst tsf pcf % I% % % ASPHALTIC CONCRETES j12 in.) I 875 -,,GRANULAR SUBBASE _ ss 1 1 Do 16 �- SANDY LOAN( medium dense, moist, brown, (fill} I SS-2 ? 40 3 SANDY LOAM, very loose, moist, brown i o SS-3 1�` 10 23 97 _ SAND, medium dense to dense, moist to wet C v� C+ + SS-4 ��! 100 38 below 8', gray q"4 w4l Y Will } �� SS-5 100 40 8651 o o SAND AND GRAVEL dense, wet, gray — -----_ __ SWEET, GEORGE P. P9 SS-6 9D 25 --- ------- -- -- _ m >4.5 b- • _, �r MORROW, DONALD R. dc PHYLLIS L ,� y� � /NST. ,(9247311 A � n, l 10.9 STULTZ do ALMOND DRAIN MORROW,` $ E I +Oa g +49.76 +55 85' '\'_85' L/W �' �'--------------�- - - SS-7 �" 100 2s - - _ _ - +75 �, >4 5 10.2 19 12 7 W 75 zo _ --------------- `--r s , ass-I LOAM, hard to stiff, gray • .. Raw 00 I p © C01VS TR. UMl1s ''w- 50 _ �_ o r S -got- SS-8 o 35 35 54 , 1.75 12.7 iiiijl�l -00 O l 25 � 1 - 650-I � C V CTV /C® — HCTV ® / CTV HE/CCTV— ❑ - - C GHE/C V GS • CT9HE/C CT CH�- -CTV H C CTVGHE/C CTV '� CTTHE/C C 18' ® It ® — — — SS-9 10D 24 very - K � °° � ' I CLAY LOAIUI ve stiff, brown LINE 'A' 3.25 2.74 114.3 18.1 4 ! K o w_-_ _ t — - - _ _ — - - - _ — T H _ OHT- II ------------End of Boring at 30 ft O _-,-, ❑��{ 7� H ❑HT �nHT ❑H BHT BHT BHT 0 T—�OH E 6'. Rgre Wa Llf1B _ ., G G —\ G G —mUlch.f � .:^:.'. G `- .....------ ---„_-____ _ ___ °_--- WATER LEVEL OBSERVATIONS _ GENERA A T U +00 '�-� — L NOTES +15. CONSTR. �� - `� Fop FG FG — -- h - -- - I 2U A(UMITS _FG -FG -FG F Dept While 1 Upon End 7/5I0T v, Start ..715!07 i D120 ATV - -- Future Gas l a e ft Rig ...... .... .. P.O.T. STA. 55+00 'S-1-A' _ (ems) — — — — — _- Drilling Completion After Drilling Drilling Method... .. . . P.O.T. STA. 109+75.70 "A" --- ------- TO Water t3 8 _ BF Remarks., ..r.c.l t"n s.... r < I P.O.C. STA. 2+79.10 "C" _ ° 45' The stratification fines represent the approximate boundary bet�xean s---_ck t es and VmBrks. p p g, s To Cave-In 10 bentonite chi s a d concrete patch at surface.... "S-1-A� P.O.T. STA. 109+15.21 A Yp the transition may be gradual. © POST. ze I CONSTR. RUFF DOUGLAS J. Q, LIMITS INS'! 0903533 FLAN, scahs: 1"=40 -�' FOUNDATION 4 WING DESIGN SUMMARY Loam Sand 4 Gravel 'S' Sorrow Net Allowable Searing Pressure 6,000 x'000 ro'000 of footing (psf) Estimated Unit Weight (pcf) 135 135 120 Foundation values are based on proper de-watering efforts. Groundwater levels should be lowered to Angle of Internal Friction of 340 320 approximately 2 to 3 feet below foundation grade W backfill (9b) prior to and during placing foundations. w Interface Friction Angle between 1-T° concrete and soil C b w Ultimate Cohesion of 3,000 foundation soil (C) (psf) -- -- Q Ultimate Adhesion between footing 1 000 and foundation soil (CA ) (psf) ' Minimum Footing Width of 3 Feet PRECAST REINFORCED CONCRETE THREE—SIDED ARCH TOP STRUCTURE (20'-0" % 9'-699) � 1 SPAN: 28'-6 A 1;9 SKEW: 45°28'37" LEFT U ON 131ST STREET OVER ALMOND DITCH 0 � o o __J aWZc X W } - \��t11111111///��ii CITY OF CL +j L HORIZONTAL SCALE BRIDGE FILE X Q m ��\�\` P9\.°. E �0� RECOMMENDED , 1"=60' BRIDGE 543 w 0J `C �,� ��•,�, 612712008 o� �� Fo . '�'c�� FOR APPROVAL 131ST STREET VERTICAL SCALE DESIGNATION z�=�o -* 19300106 *_ DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD N/A STATE OF SURVEY BOOK SHE a ETS U� w i �� /NDIANP �� DESIGNED: RDG DRAWN: RDG SOIL BORINGS Z% Tr n �%/`S�ONAL ENS��\\ CONTRACT 3 PROJECT $ w w wo a sportation& ,,,,,,,IIt CHECKED: BJE CHECKED: BJE BRIDGE 543 OVER ALMOND DITCH o6—os w Development Consultants X D�C�� co CD\ 0- U 1 O H H O U N O O N ■ o_ + C9 C7 3 CD N a) 3 N U .<3 O ._ r- U C-) m O C J L(� pp O) a- n- CCD D N.CO N � + + 3 N t, n 7 N t O O ( O N O - T rnN O L+1 7 � + d 00 o•--I LC) a Y- i o 01+ + ° + T ons 18' R evetment o� � o CLASS I DRIVE 2=6 o W=12' 74 p y + + SWEET, GEORGE P. & JANE B CONCRETE Ceotextiles at Inlet FN` _ INST. #9247311 ® a OpFH MORROW, DONALD R. & PHYLLIS L. o r. ESTES ° I • �J a /fax, D.R. 275, P9. 77 _ �4 O + � i � S TZ & ALMOND , = � � +35 +75 DRAIN 315 Tons 24' Revetment w 95' MORROW, DONALD R. & PHYLLIS L. .TR. LIMITS 95, S I Riprap on 330 Sys ° D.R. 275, pg. 77 95 R W Geotextiles Thru Structur ' . • L -I R �j +00' • . .� +49.7s +55 8.0 �W I C 85' 85� R� 85' 85' +10 MO D.R is I - - D CLASS � / �. . . . . . . .R. .w +75 w-1s'c DRIVE Y15 �>/I Y� S 7UC 7Lf / 75 CRETE I I - 1 _ Existing Structure is a 8' wide by 6' tall by 32' long X I I . , I +16.7 Corrugated Meta I Pipe with Stones and Concrete Pieces © �.�'-R/w ��00 ' ` I 5+21.2 actin as a Headwa II with Ri ra on the d cONs +00 g p p downstream side. P LI 50 (To Be Removed) F1 K 1 O NITS ��5� - - - I ,•r S I • 4 �• A T i TI -- -ti - - E �_ E I� N p 00 , 1 i oNE I Q T� p 1 OHE • • e- G /p" OHE - -U OHE - HE/GiT OHE/C OHE� �DHE/C O / OHE OHE/C HE/C �- •OHE/C HE -i -- C OHE C pHE/C • OHE/C C p �H pH 18 CT CTV CTV,,-. TV _CTV -CT CTV -CTV- V CTV CTV C V CTV'"-- • C7V -TV - CTV-- CTV CTV - CTV CN L<N -CN - CTV- CTV CTV H TVE/C CTV OHE/CCTV - CN E�CTV OHE/� -. /C CTV E/C CTV 0� y e/ HE/CIE�C JE/C OHE/C OH /C OHE/C TLS) -r�-CT -CTV TV-C1 CTV-CTV= -%\ • - - - - - - 1+00 Oy - - - - - - - 16 KQ © - - - - - - - - - - - - - - - RR Spike 1't up on South Side Power Pole" 838 6213 LINE A,� 131ST S 1 I 1s + _ a °"' Located on the N Side of 131st St. about 600 E of Ditch Rd. I F - 14 G - G I- --,- - -- � - -�- - - - - - �.� -- - T FwT Fw - - - - r: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Station 103+32.95 'A' 113.48 Lt. Elev. = 885113 - G G G G G G 7 ._ �I+Urf; I & T---mom OHT--OHT- -,---OHT--i :., - - - -. - - - - 3 Ater -iH - O G OHT OHT OHT HF - G -- G -==.G• - - G G• C._�� G - G • G OHT OHT OHT T O(;HT -T�OHT-OHT OHT GHT T OHT OHT-OHT OHT-OHT I ' O A T T elf. i FlY� X G x G X G �( X G X G X G X G X G G G - G G G - NCT�1� �' T 1 , . �\ \ +00 �R�•: x X x x ------ ------- - ------ ------ +15.-- - �" ---- - - `\ +15. CONSTR. /W © = DNR Control Station Tablet Stamped 'HAM 61 1989' `LO' \\ a F� FG -FG -FG FG 3 /" �_--------__-_-- _ -- __-- _-- _ LINTS FG -FG -FG _ G- • � FG _ About 0.5 mile W of ,Carmel, at the Spring Mill Rd. bridge ---T - p g g r FG F=Fw Fw Fw �,,, Future Gas Line --�- over l.Ui i I cams Creek,o- e P.O.T. STA. 55+00 "S-i-A" rVl. future r , ' ,ie � 45 R WP - - - - - ® - - - -. - - - -- --� - he bridge, 1 of the cen erpli�e of Spring oM111wRd.w0.6of o P.O.T. STA. 109+75.70 "A" / t \ 70 Tons 18' Revetment . 4' LINE "C" + O 3 k.`:` ; :' \ P.O.C. STA. 2+79.10 "C" = Riprap on 100 Sys +50 . . . . . • . . . ' . . . . . . . . . . . . . . . . . . . . . �CONSTR. LIMITS � J of the teE face of the wingwa l 1, 0.3 below the road. O /� o �; r P.O.T. STA. 109+15.21 "A" Geotextiles at Outlet 45' lev. = 86.4.`194' NGVD IWIB W w w 1 w w O p', 00' c APP `' SECTION 2�, T18N, RGE 3E Q -� 16' © ExIST. w a CLAY TOWNSHIP F" �" �" _ � It Structure HAMILTON COUNTY, INDIANA or F'" 3 �z CONSTR. ;ONSTR.-� ' P �� ° ° _ -� :LIMITS RUFF DOUGLAS J. _ Q 111+105-7 'A' O 4 a I .� � m � � � JMITS �• ® 1 '�\ ° INS T. 19903533 N 3 33°33'00" Skew Left SHELTON FRED A. ° INST. ,#200100007356 w 1 ° 00 U L O N (7 raj [D CTl N N E d +10.20 "PR-S-1-A" ~_ I' �`� N o o N G M i 7 N 7 M CC M DD 00 CD + + E 00 00 0 N r�,�{ (P cD 00 m C.O Cp N N N^ N CII[v O O O O ''`^\VI Q r7 r„7 N N "> N Cn cD CX] , 7 d t ^O � aJ co o 0 o m ^ I I I o oS m m M N CD CD N fJ N M r O - M O M m--a; t`0000 a0 0 0 n O (b 'cY co O� //7J'�� M � 1A\ NN Nr7 i.,7 �u7� oO CJ>o� N r7 <t + O O + �JGaI�°: i°=3S[/I�mll 00 00 N r7 cD O M N All /W + ++ +++ +++ +++ + + BCC// + + R Described from Line 'A' unless noted otherwise. -- - PI STA = 112+25. 0 rn -- I ELEV = 877.3 - + -- - --- - - 3 0' VERTICAL CUR E - See road Plan Profile and Typical Sections for Pavement Legend 885 -------- Roo � - -- -- - - Existin Profile Alon Line 'A' 885 -- - Existi Profile Al on Line 'A' - - -- osed Profile Lie 'A'- --- - - - __ _ 880 - -- - - - - _ -- 1 rL)/ .4L4/�. �' 17,4 7A Dra Ina a Area Sir No 159 - - - -- -- g 0.90 Sq. Mi. -__ - - - - _ --- - - - -_ ��- Design L;aischaree (Q100) X50 Cfs. -- - ---- . -- Str. No.�7o _ -- Design Velocity thru 5ridge 1Qi00) 5.�4 1=t/Sec. 875 875. 9 ------ - --- ---- - - - _ o. - ------ ---- - - - 1.5% - 8,75 Desigr•9 Hl hwater Elev. 02100) 815-03 M.S.L. 12" RCP " 5a c1Gwa ter at Q100 0.l�o Ft. 4 RCP @ 0.6% 'e' -- Proposed Low Structure Elev. 815.40 M.SL. � �I 12" CP � 874.44 8 4.54 - 873.20 - 4 RCP @ 0.6% I , _ 87 68 - - (Top of Arch Opening Downstream) 870 RCP 6 % 872,47 Proposed Waterway Area 87870. � I 870 Under Proposed Brid a 5elow Q100 123 Sft. N PI STA = 3+45 C � � 870. 0 8.36 �, I � g PI ELEV = 879.27 � ( IS' Rev tment Ri ra Over Proposed Roadway 0.0 Sft. N En W 3% -' 86805 on C-ceot xtiles (Ty p.) Existine@ Waterway Area 865 880 7-77- 77:7_ _ 880 - Through Existing Pipe $elow Q100 39 Sft. 865 Over Existing Roadway 166 Sft. _ Pro post Profi a in C T N "' 11' N 24' Revetment Ri ra stream Ftowline lev.=861.90 - Existing Backwater 0,10 Ft. _ Existing Top of Pipe (Upstream) S�i421 M.S.L. Cn 8 6 0 8 5 00 00 ° °' 1- °' o C) r on Geotexti i s ownstream Flow I ne E l ev.=86 .40 ° °O 00 oO 0p 00 0p 0O moo 8 7 5 Throu h Struc ure 860 Low Scour Elevation Q100 866.85 M.S.L. --- ---- -- -- Low Scour Elevation Q500 863.25 M.S.L. -------- - ----- --- --- ------- -------- - z 855 , --- o - - PRECAST REINFORCED CONCRETE THREE-SIDED w v - - -- -- - - --- --- - - --- - - - - a ao N U-) � � - - - - - - - -- --- --- - ARCH TOP STRUCTURE 20 -0 Ici CO -co -00 - - - N °° - � --- - � C6 G� T - SKEW w \ 8 5 0 ao 00 00 ° o ° Q� ^ OO 00 00 `� 00 ^ 00 - - N-�C3- ^ Cn O rn O O !x 99-6119) !f E � 00 Oo e0 00 t` r 00 - �- 00 -- - oo 0.7 00----- SPAN:00 45 28 37 LEFT � " 108 � � � � oo � � � � � C ° 850 28'-6 /4 CIO 0 109 110+ 00 111 112 113 ON 131ST STREET OVER ALMOND DITCH �0 I-Ij 114 115+ 00 Q W _� ��\\\111D��N��i CITY CMEL HORIZONTAL SCALE BRIDGE FILE C Uj i ��p, �Q��i RECOMMENDED /� 00 <M \�\G`Z�? �G�STE/?FO'O % FOR APPROVAL ��/• 6 27 2OO 131ST STREET 1"=30' BRIDGE 543 �. / VERTICAL SCALE DESIGNATION Q 19300106 = DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD Z r w a STATE OF ` w E,j z �� DESIGNED: RDG DRAWN: RDG SURVEY BOOK SHEETS LLJ LAYOUT Transportation& ///��%��NA ��\�\�\\` 4 PROJECT U-1�wwo BRIDGE 543 0 x o E:-: Development Consultants \\ CHECKED: JV CHECKED: JV VER ALMOND DITCH CONTRACT 06-08 STRUCTURE To DESIGN DATA BE BU/L T o/V A 30o SAG I/ER T/CAL CUR �E LIVE LOAD: H'�20-44 & Alternate Military Loading Modified Type TX Concrete Y g in accordance with 2002 A.A.S.H.T.O.ridge liSpecifications -1.05 % Railing & Modified 00 �� 0� �� 0 � � 00 �� 00 �� P TTTX Railin Transition vPl sTa = 112+25 and subsequent interims through 2006. ----------- VPI EL. — 877.38 +1.5156` ------------------------------ ----------- ____ ______ �_ _ 2�.,____________ _ DEAD LOAD: Actual weigi�t plus 35 lbs. sq.ft. for ______ o _±1.5156 Existing Grade (T 100 El.- _. Exstng. Outlet --- --------------------------------�-----�---- future wearing surface. 18" Revetment Rip yp.� =875.83 cl Elev.=868.05 Precast Win walls P P g DESIGN STRENGTHS: i along Wings * oo ** **15"- Class "C" Concrete: f'c= 4,000 psi Pipe Outlet " 500 psi *24"- Class A Concrete: f c= 3 24 N Pipe Outlet Wing oo ing Wing oo ing Elev.=871 .50 Class "B'' Concrete: f'c= 3,000 psi Elev.= 871 .50 24" Revetment Ri ra Reinforcing Steel: fy=60,000 psi Rip rap Down Flowline Existing Corrugated \� Through Structure Elev.=867.4 Metal Pipe (Remove) 8 Asphalt 24"- Reinforced Concrete ELEVATION Sidewalk C-4 Manhole Pipe through Structure 14 kew at E Scale: 3/32"=V-0" GENERAL NOTES Equivalent Fluid Pressure behind Walls shall be actual anticipated but not less than 40 psf / Ft. d All Reinforcing Steel in the Wingwalls & Concrete Railing Reinforced Concrete shall be epoxy coated. e through Structure 131ST STREET The Contractor shall install a bronze Benchmark supplied by C-4 Manhole WEST BOUND the Count Surveyor's Office on the Barrier Rail as Shown. Y Y 28 The Elevation is to be stamped on the Benchmark. The \ Contractor shall submit a letter to the County Surveyor's Office Verifying the Elevation was established by a Licensed Surveyor. -=�_- 12. :Gra . Median•`Strip` _ 0 ,37„ mo=o= wLetat < :-'- All Roadway Items, Sidewalk & Colored Concrete Included T-`- with the Road Plans. -� 0_ A10 131ST STREET EAST BOUND lure. 1`11-.157 „-A-, 330'0 ew Le ras` �-- Fr "A" G ��Str p i . . LINE A 8' Asphalt 31 N 8929'45" E Sidewalk _ 14 Skew t End _ PLAN ° CScale: 3/32"=1 '-0" VE Q 84'-10"; at < V-2" 8'-2" Sidewalk 6'-0" 2'-0" 16'-0" Asphalt Lane 2'-0" 12'-0" Grass Median 2'-0" 16'-0" Asphalt Lane 2'-0" 6'-0" 8'-2" Sidewalk 1'- " To Face of Rail Grass Strip C&G C&G C&G C&G Grass Strip To Face of Rail Line "A" Mod. TX Concrete Railing (Typ.) 2„ Profile Grade To Outside 63'-1 " 22'-8 " I v of Wing @ < ® < 4 Slope 2% _ Slope 2% Slope 2% Slope 2� Slope 2% Slope 2% U H o Headwall Z & Wing wall CD w 875.90 875.40 ►� 15"- Reinforced Concrete 24 Reinforced Concrete Precast Concre e Sections to be Designed by Concrete Structure Manufac urer z - Upstream Pipe through Stru ture Pipe through tructure Do stream o -� ° Elev. = 871 .50 Elev. = 871 .5 Co _ 104'-1" Along Struc ure < 0o � PRECAST REINFORCED CONCRETE THREE — SIDED Z 24" Revetment Ripra ., a Through Structure � ARCH TOP STRUCTURE ( 201 - 011 x 91 - 619 ) 867.90 867.40 �i 1 SPAN: 28 — 0 1 SKEW.• 45°28 3'7 �� LEFT o 00 0000 00 000 00000 Uo�\on OoOo 0 0 0 0 o o a0000 000000 0 0 0 00000 000 / 4 w LA 0 0 0 0 0 0 0 0 0 0 0 � o _o 0 0 - � � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ U) o °' Strip Footing for Each Leg Stri Fvotin for Each Le ON 131ST STREET OVER ALMOND DITCH M 3� N 864.57 _ _ g g 864.07 � Q J C CITY x ®F CAREL HORIZONTAL SCALE BRIDGE FILE x� °r \`\\��Ilpii//�//��i RECOMMENDED 3/16,=1 -Cr BRIDGE 543 E Ld °� .. �� CD v�,•�GSTE/��O o �� FOR APPROVAL 6��//�0 131ST STREET VERTICAL SCALE DESIGNATION _0 19300106 - DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD __* : w z 0 0 STATE OF GENERAL PLAN SURVEY BOOK SHEETS U r w <c�� DESIGNED: RDG DRAWN: RDG 5 of $ LLJ __ Transportation& ��//IIVA111�� CHECKED: BE CHECKED: BE BRIDGE 543 OVER ALMOND D CONTRACT PROJECT Iwiae UZ� .... W w Lj w o ON A L E� ��\\ ITCH X E Development Consultants 06-08 x�o�� Railing Reinforcing Spaced at 6' in Wingwa I Is 4 Headwall. See Railing Sheet for Details. D E 15 1 GN D A I A 111+442 111+63.4 11 Structure 112+22,6 LIME LOAD- H820-44 t Alternate Mllltary Loading 1620' Rt. 24.11' Rt. at Outlet 32.15' Rt. in accordance with 2002 A.A.S.H.T.O. Specifications EI.=818.82 EI.=878.74 EI.=8�8.�8 and subsequent interims through 200ro. ,BEAD LOAD: Actual weight plus 35 lbs./sc St. for Plowable j ° ° ° future wearing surface. \ Mortar for/ DESIGN STRENGTH'S: 5lobe ?3� \ Elev.=8.15.40 5ackfill /J4 Class "C' Concrete: f'c= 4,000 20'-0' Opening (20'--3/g' on Skew) j i Class "A' Concrete: f'c= 3, 00 psis b� p 18' Revetment ° ° \ / ° ° 16' Revetment Class "5" Concrete: f'c= 3,000 psi Riprap on Geotextiles o o \\ 24' Revetment Riprap o Riprap on Geotextiles Reinforcing Steel: fy=6 0,000 psi on Geotextiles through Structure ° 00 0 0 00 0 �0 0 0 0 0 GENERAL NO I E 6 Wine Footing o °oc _ �o'�o� Wine Footing Equivalent Fluid Pressure behind Walls shall be actual Elev.=864.07 41-0 1'-6' Use Structure Backfl/I at Elev.=864.0 anticipated but not less than 40 psf / Ft. IN.-I Y Beh/na' ,4/I lUingcua/Is All Reinforcing Steel in the l,Uingwa i Is 4 Concrete Railing 29'-2' Three-Sided Structure Limits 29'-2' shall be epoxy coated. 60UT H ELEVATION The Contractor shall install a bronze Benchmark supplied by scale: 311r0'=1'-0° the County Surveyor's Office on the Barrier Rail as Shown. The Elevation is to be stamped on the 5enchmark. The Contractor shall submit a letter to the County Surveyor's Office Verifying the Elevation was established by a Licensed Surveyor Railing Reinforcing Spaced at 6' in Wingwa l is 4 Pea dwa I1. See Railing Sheet for Details. III+82b 'A' 111+43.0 'A' r 4 Structure 111+03.4 'A' All Roadway Items, Sidewalk, 4 Colored Concrete Included 63.19' Lt. 69.10' Lt. at Inlet 15.01' Lt. L T with the Road Plans. E1.=8�8.�6 EI.=8�8.90 E1.=89.14 0 0 \ Plowable Elev.='-I 'o Mortar for be 2s� \ 5a ckf i I I / 20'-0' O enin (20'-13/g' on w) 18' Revetment ° ° \ I ° ° 18' Revetment Riprap on Geotextiles ° ° \\ 24' Revetment Riprap ° ° Riprap on Geotextiles on Geotextiles through ° Structure 0 0 0 0 0 0 0 0 0 0 Wing Footin g o o J , � c Wing Footin g Elev.=864.51 4'-O' 4'-0' 1'-6' Use Structure Backrill at Elev.=864.51 //-/.-lY Behinci A Winguralls 29'-2' three-Sided Structure Limits 29'-2' NORTH ELEVATION 5ca le: 3 11r0"=1'-0' 84'-10't at 4 1'-2' 8'-2' Sidewalk 6'-0" 2'-0' 16'-O' Asphalt Lane 2'-0' 12'-0' Grass Median 2'-0' 16'-O' Asphalt Lane 2'-0' (0'-0' 8'-2' Sidewalk 1'-2' To Face of Ra i I Grass Strip C 4G C46 C 4G C 4G Grass Strip To Face of Rai 1 Line 'A' Mod. TX Concrete � Profile Grade ,- � Railing CTyp.) � To Outside 63 1 22'-05/9' 2 U of Wing Slope 2io o Sloe 20 Slope 2io Slo e 2io Slope 2io Slope 2% - -�._ a Neadwa Il V a o 4 Winewall : ... a .: .. ... Q 85.90 Cn 875.40 Precast Concrete Sections to be Designed by Concrete Structure Manufacturer Q) co Ups tream Do ns tream 3 Q 104'-1' Along Structure ' U a_ d -o W 24' R vetment Ripra _ Throe h Structure �� 90 PRECAST REINFORCED CONCRETE THREE — SIDED Cf) 86,.40 �00000 oo�o oQo�o o�o�o 000000 Oo0o0 0o0' 0 0 0 0 0 0 0 OoOoo 0000��0 0 0 0 0�0�0 0�o ARCH T®� STRUCTURE 20 ' — 0 " X 99 - 699 )if 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 v o 0 0 0 0 0 0 0 0 Strip Footing for Each Leg Strip Footing For Each Leg N N 864.5, �' 1 SPAN: 28 ' - 6 1 SKEW: 45°28 ' 3"7 " LEFT 864.0 � ��- TYPICAL 6E CT i ON ON 131ST STREET OVER ALMOND DITCH j N E Scale: 1/4"=1'-0 � C' <U 0.0 Q/00 x 0 ARMEL M x U o� \\`�\\\Illlpllll/��i HORIZONTAL SCALE BRIDGE FILE �,��C)o \��\U-P �sTER ��i� RECOMMENDED /� 3 16"=1'-0" BRIDGE 543 FOR APPROVAL ��!/ 6/27/2008 131ST STREET VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD 19300106 0< STATE OF *c • OF 0 '.� '•�NDIANP.•' � DESIGNED: RDG DRAWN: RDG STRUCTURE ELEVATIONS SURVEY BOOK 6 SHEETS 8 wz 0, cn LLJ w o wo /,�%��ONAI \\��\\\ CHECKED: BJE CHECKED: BJE BRIDGE 543 OVER BOND DITCH CONTRACT PROJECT —J Transportation& 1111I I III x D o FT Development Consultants 1 06-08 ...................... nnnflnnnnn nnnonnnnnnnn Onnnnnnnn " 1 '_0„ 1 o BILL OF MATERIALS 1 Chamfer 1 Chamfer "Steps" CONCRETE RAILING TYPICAL SIDE ELEVATION " 1 '-0" Scale: 3132"=1 '-0" 1 " Chamfer , ;r, REINFORCING STEEL L 2" 1'-0" 2" 1'-0" 1 ,_0„ - 702a 702a or Mark or Quan. Length Weight co " 703a i Size Req'd (feet) (lbs.) 1 Chamfer 701 a �, 3 1\ Notches a� 701a 8 14'-9" ° 505a ° i 702a 8 18'-4" A_J 503a or > between 505a 'n 504a ® 6" a, _ C° 0 00 703a 8 13 " 701 a - I Windows i Total #7 Epoxy Reinforcing 769 I 1 01 0l o c� c° It 502a 6" 5's > E 1 i o 501a (wi h Precast Structure) # E N z 502a 36 6'-11 #5's o `4 o � #5 s #5 s 503a 28 10'-0" 501 a 501a ^I w I (0_ I 504a 28 11 '-8" w GD ch D w •v � 505a 164 10'-5" , 501 a ® 6„ 501 a @ 6„ > #5 g 28'-8” Headwall or Wingwall or Wingwall 4 7„ 4\» M #5 4 21''-3,�' #5 8 11 -4 Wingwall Wingwall Wingwall #5 8 1 7'-4” -4" 1 1 Win gwa// or Headwall Total #5 Epoxy Reinforcin 3,158 RAIL ON WING ALTERNATE CONNECTION SEC TI ON "E—E" SEC TI ON "F—F" SECTION "G— G " SECTION "H—H " g Scale: 1/2"=1 '-0" Scale: 112"=1 '-0" Total Epoxy Reinforcing Steel 3,927 lbs. a ° ° (:D CONCRETE 40 q4 DOOO 0 CD 0 0 °- °4 4 ° Class "C" in Railing 17.5 Cys. SECTION D—D (Including Transitions) "H " MISCELLANEOUS 29'-0" 21 '-8" End Pilaster to End Pilaster 9 © 1 '-6" = 13'-6" 2'-2\" 2'-7" 1'-6" (Typ.) 10 Add'nl Spa. @ 4'-0" 7'-8" 1 '-7\" 10 Windows 3" 1'-1 " All V-1111 3" 1 '-2 „ 12 Windows Total G � » » /2" 0 en _ F _ Joint ° °' 3'_10 " 7'-8" 3'-0" »E» _1 4'ppl »D N D I L E R »D �,_�o\9„ 1 \„ J701 a x 14 '- 9 " 1 \" 1-\" 17'-l " 702a `V Notch Notch i 12'-8" 703a i� I » 10 , `702a x 18 '- 4 " E ♦ F � G � H � „ ,J703a x 1,3 11 " CONCRETE RAILING ELEVATION 9\" 4'-I 9 v v 29'-0" 10'-10" Center of End Pilaster - Center of Railing J o 6 0 0 2\„ 3„ v v o o » » , " » » » , » » , » » , » » , „ » , „ » , „ „ , » „ , » „ , „ » , » » » » » » " » , „ » , » „ , » » , n » , » » , » » � L17 lf7 2_ 22 Spa. 6 = 11 -0 7 6 6 1 -06 1 -06 1 -06 1 -06 1 -06 1 -06 1 -06 1 -06 1 -06 1 -06 6 6 5 5 6 6 1 -0 6 1 -06 1 -06 1 -06 1 -06 1 -0 3 �o o LO -' A lternate 50/a a, 6" I I N N 4'-0" 7'-8" - 2-702a -70 a (1 Ea. :-a e) (1 Ea. Face) 9 �' N N 9 » Bars — 1� ROilin cPG N » to Adjust Make One 5030 or 504a �� I 2-701 a Reinforcemnt w T E (1 Ea. Face) J50JG X l0'-0" - 5x7' 4 Symmetric 504a x 11 '-8 5 4a 1 a. F c ) About "D " 502a x 6 7 ,,, 6 2 # x1 , 4" E I L S R J50 5a x10Y-5 - » °' (1 Ea Face) 7 5 3 41 -505a x`50/a x 3 /0 ° I Wingwall/Headwall Fabricator shall choose to use N 9-502a 2— x 8' 8" - 5x21 - either the 501a as shown with a 1 '-3" Min. Embedment (1 E Fa e E a e) or the Alternate #501a Epoxy Threaded Tie Bar.1 IL I I I I I I 1 1- 1 *Varies on the specific Tie-Bar Used. Minimum „ Precast Wingwall Precast Wingwall Precast Headwall Pullout = 18,600 lbs. 3 57 Spa. ® 6 = 28'-6" 3 3 2®5 19 Spa. ® 6 = 9 -6 3 Spacing for 80-501a Quantity & Cost of #501a to be included in cost „ „ „ „ „ „ „ „ Cast in Headwalls & Wingwalls w E �-�- Fes- G H of Precast Three-Sided Structure. UJ C6 CONCRETE RAILING & TRANSMON REINFORCING ELEVATION cl U-) C6 o `- Scale: 112 '=l '—O" CITY—®� CAMEL _ Q —� ��IIIIII/l��/// HORIZONTAL SCALE BRIDGE FILE X Q mQ �� pF�_..... Q �i,� RECOMMENDED 131ST STREET 3/4!'=1'-CC Unless Noted BRIDGE 543 z:LJ �\G`Z`��G�STERFO.� i \ FOR APPROVAL ��/• 6�27�200 VERTICAL SCALE DESIGNATION =* 19300106 *_ DESIGN ENGINEER DATE DITCH ROAD TO SPRING ROAD -- LL'"Q D a STATE OF _ _ SURVEY BOOK SHEETS U LL �� W O Q z �jO�F //V AN P \�;� DESIGNED: RDG DRAWN: RDG RAILING DETAILS Z% V//;S8 �NG\�� CONTRACT 7 PROJECT $ W� Transportation& //////ION��I,% `` CHECKED: BJE CHECKED: BJE BRIDGE 543 OVER ALMOND DITCH o6-0$ X ° y Development Consultants SUMMARY OF B QUANTITIES CONCRETE CONCRETE REINF. EPDXY STRUCT. ANCHOR PILES OVERSIZED CAST IRON COATED , RAILING EXP. EXP. CONC. STIR. SURFACE. MEMBERS PRECAST PRECAST PLOWABLE BARRIER FINISHING BLASTING 12" REINFORCED MASONRY . ITEM CLASS C CLASS A CLASS B CLASS A RAILING STEEL REINF. ***L PLATES TREATED STEEL 14"0x 0SHELL 203" STEEL HP12x53 PILE TIP STEEL H PRE-DRILLED DRAIN PIPE BASINS,CAST IRON GRATES, E JOINT JOINT BOX BEAMS I BEAMS CONCRETE CONCRETE BACKFILL MORTAR RAIL AND AND CONCRETE ISUPERSTR SUBSTR IN FTG. CLASS C TOTAL STEEL MK-AP 11MBER ENCASED CONCRETE BEARING PILE HOLES & FITTINGS OR BS-11 LASS TYPE TYPE II 20-0 x9-6" WINGWALLS BACKFILL DELINEATORS SEAL CURING CLEANING APPROACH COATING CU. YDS. CU. YDS. CU. YDS. CU. YDS. CU. YDS. LIN. FT. LBS. LBS. LBS. NO LIN. FT. NO LIN. FT. NO LIN. FT. EACH LIN. FT. LBS. LBS. LIN. FT. LIN. FT. SQ. FT. LIN. FT. LIN. FT. SQ. YDS. CU. YDS. CU. YDS. EACH SQ. FT. SQ. YD. SQ. YD. SQ. YD. SQ. FT. Three-Sided Precast Arch 104.1 1G3 423 411 1.660* Goncrete Railing 17.5 3.927 1.830* q12* TOTALS 17.5 3.827 10401 1G3 423 411 1.830 2.572 **As Requirec l by Precas t Structure Menuracturer Estimated Quantity STRUCTURE DATA RIPRAP & GE OTEXTILE SUMMARY N DESCRIPTION SERVICE W FLOW LINE CONCR. CL.A REINF. PIPE E19GRATED B BORROW LT. STATION S NUO. LOCATION J 0 0 SIZE PIPE LENGTH LIFE a COVER UP STREAM DOWN STREAM IN STRS. STEEL END SEC. BOX END SEC. BACKFIILLL. REMARKS OR TO 0 TYPE Lft. years Ft. ELEV. ELEV. Cys. Lbs. each each Cys. RT. STATION 18-Inch 24-Inch Geotextiles Revetment Revetment (sq•. yards) Ri ra CTons) Ri ap CTons) Inlet CU stream) G5 90 TOTALS Total of Reinforcing Steel Carried to "Structure Quantities" Outlet Mownstream) 70 100 Through Structure 315 330 ! TOTALS 135 315 520 ROAD PLANS FOR PAVEM NT OUAN rM AND APPROACH TABLE U C O E < ID DITCH AND SODDING SUMMARY,, SH ETS 1-� IGNS, ROSION CONTROL., co O Cr .L M AND GUARDRAI UMMARY Z Q J n 6 U J O Z lr A U) I z v 0 Q) Q m u7 E � � a � as Q/-0 O U X >+ ° X u E Z CITY OF CARMEL LJ m Q \\��Ililllll�� HORIZONTAL SCALE BRIDGE FILE o REVISIONS W, �� • D. RECOMMENDED � 2/�Z4 612712008 131ST STREET VERTICAL A BRIDGE 543 _ _ \ U •� �sTE Fa 2� FOR APPROVAL - SCALE DESIGNATION DATE ITEM -* 19300106 *- DESIGN ENGINEER DATE DITCH ROAD TO SPRING MILL ROAD z D a STATE OF ; �` SURVEY BOOK SHEETS z w �,� DESIGNED: RDG DRAWN: RDG BRIDGE SUMMARY $ of 8 W W O Q . 1 j0� /NDIANN•. ��Cn w Lj w �J o Transportation& /�� jONAL �\\\ CHECKED: BJE CHECKED: BJE CONTRACT PROJECT BRIDGE 543 OVER ALMOND DITCH x � o= Development Consultants 06_08 m - -