Loading...
HomeMy WebLinkAbout136th Street Culvert Improvement A 1�& z LL1 ■ OWNER CITY OF CARM EL Uj ONE CIVIC SQUARE CARMEL, INDIANA 46032 > (317) 571 -2400 C) TOPOGRAPHIC SURVEY BY: CROSSROAD ENGINEERS 3417 SHERMAN DRIVE BEECH GROVE, INDIANA 46107 (317) 780-1555 .. - a\\ INDEX OF DRAWINGS z. .:.:: SHEET N0 \ \ \ \ \ \ LU u " \ \ \ \ \x \" c \ \ Si jfl \ \\a \ a \ \,. \ ,\ \ao\\\o\\\\ y� \. \ TITLE SHEET & INDEX 1 \a \\.. ., \,. °\aa\..., a :a \ate•\\ \ �\. \ \ :.m ... a a �\\\\ ya".... \ "> .,. �.. . ,� " : ate\\•,. �� :\\ _> .\ \\\�'.. \ \. .� a\ IT3 THE L../'1•• 3, e=, a a \ \ \ \ \... \...._ .\ o\, .. \ �,� �\ �ao\oaa�, ,oa�a:: CALL 2 WdiIQIC GAYS BFFQ�YOU DIG \ \ \ a \ \ a \ \a\ \ \ . . \ \ \ \ .. \ \ �Q \ \ \ \ " \ \ MISCELLANEOUS DETAILS \\ \ \ \ ,\ \\ \ \ 1 500- ..\ o\0\\\\0 .:\\\, o ao. W2 � or \. \ \\ \ \ as \ \ \ \ \ \ \,. CALL TOLL FREE :\ .:.:.. \ \ \ \` \ \\\ \ �\\w\a\\\ \ e \ \ a \ \ \ \ r. \ \\\\\ \ \ \ \ \. .. \\\\� \a\\o\a\\\ \\\o\a\\\\ \ o \\ \ \ >.\ .. \. .\ \\.\\\�.,.�\\\\ \ \ \ .>.\ \ F \ \ \ \.. \ \ � s PER INDIANA STATE I 9-1 IT I THE W p\\\aa\ \ \ _. \ o\\\ \ TE UW S-8 991. S AGAINST LA \\ \ \\ \ \ .. .. .� .. \ \.. �� \ a \ \ \ .\\a\ a a \\ \ .�,,., \ 3 \\ \ \ MAINTENANCE OF TRAFFIC e ..> ... >, \ \ \o\\., \ � \. \ � � \ � � ., ... . \��..�` To EXCAVATE IMTHOUT NOIFYNG 1►�IJNDERGROUND LOCATION u\ x \ - \_. . o SERNCE DAYS EfEfORE OOIp1ENpNG WORK \ �. a \ a TWO(2)WORKING o \ \ \ a p\ \ .. \ \ a \\ `o x \ \ , A \ ULVRTP PROFILES 4 � � \\a C E LAN & ROF LES e \ \ \ \aaa\oy\\° \ a \ ^„ a ' A " '� x .� a\tea\ p \ .a \.. .a.. �.oa.. _\ \ \\ \... .a \ .v a a ? ,. j. aa.\... \ \ \ \\\\\ x... _\ \ \ �: a:- \ ......o\a \\\\�\\\ p..: �.... \.\ e \p \ o \p\\ o. \. .. r AL \. \ ,\ . ..oaoaoa\\aoo\� \\�\\\\\\\\\�i.\\ a\\�\\ \.... ., tia \\\��au\\\\aa\�omo\\a�\� \\\\m�y\\\\�o\\\a\\\\\�\\O\��\o� \\\ � `\\`. ts \ a a .� \ ,� ,�\ a... \, a 0 \ \as \ a as \\S . a tea\ �.. o. \�\ /y��. .. \ \\, a \ \ \ 5 \ \\ \\\ a \�., a \ \ ap "�;; a \ aa. \•a " \ \ ape a, a \ \ Uj \ \ \ a \\a\a\� \\ \ . \ \ O. r \ � \a ` \ \ \ \ \ .. \ \ % LU \\. _\ \. \ \ \ \ ,p.\p� \,\ ,.. .. .. ,.� .......n... �\\ \\a\�\\ 7,131 ..... .,,., PLANS PREPARED BY. r \\\ o\p\pm\\ \\\\\\\\\\\\\ ..,.,... ,.,........ „ ., :. .. . . .�. .ate. Si .� -oa . .O \� a \, �\ At \:. \` .�\s .. ... a\a x a \ � ..' \ � x .ate � \ \ \ \ \ \ x` \ as \aa @. \ \ \ " .. o a\ \ \ .\ \ a � \ � OJECT L�CA a � I o 4 \.. \ \ \ \ �. \ \ a romp, \ \ \ \ a \ a \ \ o \ \ \ \ \ \ assmegg: .\ \ �.o \\ \_ ." .\ .\ \ \.. . \... \. ...... \. .\\\\ : �... :. .\.ate a .. .\ �\\ .., \\ C.. \a \ .. .. \app\\ \ .\.. .,.\\0... .>. .. \ - „`a�. i x :.��.a\\\�,a� \ \ \ \ :.. \ o . \\ \ \.\ \.. �.. \.�\\\. \\ Ak \ .. \ .a...�\\\\\\\\\\\\\\\\\o\\ \ o� o ` s....H.a\ o \\ \ \\O\\\\\\\\ a \ �! �\ \.., x \ \\\\ .\ oa. \\\ \ \ \ �a� .�. :C \ .,�a \... "a app., \ Al 0014111M \ \. \ \ " a as :� >\ � � >..\ �,.,. � �.. � �... a \�\` V. x,� \ \ \. \ \ \ o mss.. . \ \ua\\a\".ao\\ \ o; \\\\ \ S \ a \ \\ \. Is x a \ \ It \\ own INDIANA DEPARTMENT OF TRANSPORTATION \ \ \ \ ..,� a.. \. , . STANDARD SPECIFICATIONS DATED 2012 " TO BE USED WITH THESE PLANS \a� CD • Transportation & a \�w�\v\. § \... \�..o • Development Consultants p \ a \ P \, �\ 'Nk" �< � 3417 SHERMAN DR. BEECH GROVE IN 46107 317 780-1555 uv y x .'� ., d L. ........ �.:.�.� ...:,...a.... ..A.: :. ti� ........W . v , pap \\'M A v v , A�ya Via. :.:.� ._.`..V „�, a \ A \ A y ayyy r \'a \ �"A y �y V A L\', ,a \.: A. r:A A A \, A a Al, , vv\vvv�yyy&ya s A. ;,A ,':. y. y v p a v A \ \,. Aavavagav A\a 3 yV\ .a` VA " v" y: v i yteavv " v v atev vpvpV A I / .ap s�ayaavovo a A P . \p a v v ... a_ v \ y v v A x a a v a v vv A �. ,a-A\ �vv .v 1101""k-61 v � ywvavvavc.oeva \.. A �.. a .o....a y:: AV\. J v� _,.A � ,.a. � . a :. a ,a •,x a .. A v A A : �.�. .x.. pvy pAvv aA\oA a ,y ovvoovA A, as A\vA x a a pvpy A.. ovo ov A< v ' a � ,... o v _ 19300106 a A ..S`.o �.. v� v vv` � — STATE F v v �` �. v �avvvvvy a �. �y s a v a ? a , � Y CN a. e., • , a. Av a a o... v p..... a. v A mv, v\V\vv ... v i a v � DI NP � AVA a A Cam\ y v :. €_ vv .��" v, .wy \ Vvv ,"avv� V AomvvvAVVV�w ,o ,aAA\V A V° AA\V"•a p y' .,O / V LOCATION MAP NOT TO SCALE CERTIFIED BY: DATE ■ PROJECT LETTING DATE : 03 - 20 - 2013 DESIGNED: RG CHECKED: AW DRAWN: AW CHECKED: RG V APPROVED BYE LU 7s o BOARD OF PUBLIC WORKS AND SAFETY U v O a=� N L a JAMES BRAINARD, MAYOR — CHAIRMAN FINAL ro E MARY ANNE BURKE — MEMBER = o CONSTRUCTION Ul N LORI WATSON — MEMBER Q� CITY OF CARN4EL PROJECT NO N DOCUMENTS a a r � 13 02 136TH STREET CULVERT IMPROVEMENTS n AM b z w NO . DATE REVISIONS BY APPR. LU w _ J Q W 141T4 jgTo COLUa7p 1AfAtctWP?&*)r* %7(0 UTILITY INFORMATION AT&T 5858 N. College Ave. Indianapolis, IN 46220 Contact: Greg Cammak TEMPORARY DOWNSTREAM DAM Ph: (317) 252-5134 (IF REQUIRED BY FIELD CONDITIONS) TOP OF BANK 10' 10 10' Brighthouse Network CONSTRUCTION ZONE CONSTRUCTION ZONE 3030 Roosevelt Ave. 1—TON Indianapolis, IN 46218 TOE OF SLOPE SAND BAGS I 1 I I Contact: Joe Evans ~ f FLOW W I FLOW Ph: (317) 339-9075 - - - I I I I I TEMPORARY I TOE OF SLOPE SUMP PIT TEMPORARY DAM I M�-: I I I I City of Carmel Water Utility co I I 760 Third Ave., S.W. TOP OF BANK I I U Carmel, IN 46032 6" PUMP Contact: John Duffy AROUND PIPE 6" PUMP -;-,-� >-• ;-- >-,> Ph: (317) 571-2443 6" PUMP IN SPILL CONTAINMENT CONCRETE DEWATERING BAG ON BERM OR EARTH DIKE BOX CULVERT AROUND PIPE RIPRAP REVETMENT. PLAN (DEWATERING BAG TO Clay Township Regional Waste District BE PLACED ON 10701 N. College Ave., Suite A LEVEL GROUND.) Indianapolis, IN 46280 TEMPORARY DAM WIDTH = 30' Contact: Ran Hartman 10' TOP OF TEMPOR RY Ryan DAM=874.00 -D00000' Ph: (317) 844-9200 O O ° 18" 000000-, #8 STONE Duke Energy O O O O O, TOP OF BANK 00000 PERFORATED PIPE 1—TON 100 South Mill Creek Road 18" MIN. DIAMETER SAND BAGS Noblesville, IN 46062 (SET VERTICAL) Contact: Cindy Rowland - TEMPORARY SUMP PIT Ph: (317) 776-5347 NOT TO SCALE SECTION TOE OF SLOPE Vectren Energv 16000 N. Allisonville Road TEMPORARY PUMPAROUND Indianapolis, IN 46061 NOT TO SCALE Contact: Don Perdue SEE TS 46 EROSOIN CONTROL MEASURES Ph: (317) 776-5534 STRUCTURE BACKFILL, TYPE 5 1Y2" HMA SURFACE 9.5mm, ON 4 2" HMA INTERMEDIATE 19.Omm, ON 3" HMA BASE, TYPE 'B' 25.Omm, ON / STRUCTURE BACKFILL, TYPE 5 STREET CUT REPAIR CONTRACTOR TO MATCH EXISTING SECTION OR AT A MINIMUM THE ABOVE i 18" 18" CULVERT BACKFILL DETAIL NOT TO SCALE HORIZONTAL SCALE BRIDGE FILE DIIIG ����i CITY OF CARMEL N/A �R ��i RECOMMENDED NOT TO SCALE `�P�G\STE/�FO Q2%� APPROVAL OZ/22/l3 STREET CULVERT VERTICAL SCALE DESIGNATION �.. � FOR 136TH * 19300106 *_ DESIGN ENGINEER DATE STATE OF �\ C A.W. MISCELLANEOUS AND SURVEY BOOK 2 SHEETS 44, DESIGNED: R DRAWN: F CONTRACT PROJECT Transportation& �/isS��NA�`E�G`�\\ CHECKED: L S CHECKED: R.G EROSION CONTROL DETAILS Development Consultants D D r M O R11-3 N / XM4-1O(L) .- D rC4 J 136TH STREET B H R11-3/ C C r� O OD NOTE. FOR SPACING OF DETOUR ROUTE MARKER Op � � XM4-10(R) �- ASSEMBLIES AND CONSTRUCTION SIGNING, ° o° SEE INDOT STANDARD DRAWING E 801-TCDT-01 z o o ° LEGEND c') z = M �. \ CONSTRUC110N AREA ° CD D o -=- ALTERNATE/DETOUR ROUTE H TYPICAL CONSTRUCTION SIGN STANDARD -NL ROAD CLOSURE SIGN ASSEMBLY ® BARRICADE, TYPE III-B ® TYPE 'A' CONSTRUCTION WARNING LIGHT ® TYPE 'B' CONSTRUCTION WARNING LIGHT DETOUR ROUTE MARKER ASSEMBLY DETAILS o Q O _1 L DETOUR XM4-8 DETOUR XM4-8 0 @ :� T T- TF © 136TH ST 136TH ST MAIN STREET C O� M5-1(R)S M6-1S OR OR OM5-1(L)S � M6-1S DETOUR XM4-8 END M 4-6 136TH ST DETOUR M 4-8 CONSTRUCTION SIGNS, TYPE "A" CONSTRUCTION SIGNS, TYPE "B" CONSTRUCTION SIGNS. TYPE "C" ROAD CLOSURE SIGN ASSEMBLIES M6-3 136TH ST O XW20-3 O XW20-2 DETOUR ® ROAD CLOSED AHEAD ROAD _ 36" X 36" 36" X 36" DETOUR LOCAL TRAFFIC ONLY CLOSED O M5 1(R)S 136TH STREET OR ROAD DETOUR XM4-10 (L) XM4-10 (R) CLOSED AT R11-3 R11-2 a M5-1(L)S CLOSED AHEAD 48" X 18" 48" X 18" DITCH ROAD 5' X 2'-6" 4' X 2'-6" AHEAD v L 3 � Ln md � O < v Q t0 M HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL NOT:T1 o \\�v�P�o\srE ��, RECOMMENDED OROAPPROVAL `^= t�/ //�'� -r OZ/22/l3 VERTICAL TO SCALE N/A N �: 136TH STREET CULVERT CAL SCALE DESIGNATION 19300106 DESIGN ENGINEER DATE } %�• STATE OF ;��\ DESIGNED: R.G. DRAWN: A.W. MAINTENANCE OF TRAFFIC SURVEY BOOK SHEETS p j , ., .� ii�'c� �NpIANP. ��� 3 of 4. w o Development ation& nts //���SSjONAi L.S.CHECKED: L S CHECKED: R.G. LOCAL DETOUR CONTRACT PROJECT 13-02 S O� I i I 1 I 1 I 1 i 1 i 1 * CULVERT PROVIDED 1� * CULVERT PROVIDED Five-8' Sections 8'x3' Concrete Sox ? 1� The 3' X 8' box culvert pieces are being provided by the Owner. These five - 8' length Fill 4 6' Aggregate Shoulder > Access to drive must be sections shall be retrieved from the City of Carmel maintained at all times Wastewater Treatment Plant at 9609 Hazel Dell Parkway, Indianapolis, Indiana 46280. This shall be L coordinated with City of Carmel Utilities Wastewater Operations Manager Ed Wolfe at 4-: 311-511-2634, ext. 212. -� The sections should also be inspected prior to bidding for conditions as any miscellaneous work or materials required above and beyond what ' 10' w Left Ditch Rd. would be required for new box culvert sections to Towne Rd Pa Wide x 30 Long 136th Street 03 Miles re for installation or to ensure a satisfactor 136th Street Pavement Replacement `•" •;..'�. `� �=Sts. 9+98.50 - prep y 0.1 Miles finished product shall be included in the Lump Sum cost of the *4 Sox Culvert pay item in the Itemized proposa 1. This shall include but not be limited to . : . coordination, transportation and equipment for pick-up and delivery to site, installation 4 equipment, labor, cleaning and prepping, mastic Fill 4 6' Aggregate------- ----------------------------------------------------- Shoulder and extruded Sutyl adhesive tape for ,joint ' 'a wrapping, lifter hole plugs, concrete collars, 6" of *8 aggregate bedding, flowable backfill and any 1 Tons 12' Uniform Riprap p`- _ _ incidental work otherwise to ensure a satisfactory on Gceotextiles for Drive plmo on product. Pipe Drainage to Ditch Access to drive must be L maintained at all times n Sca/e: I'=10' Remove Existing Concrete 30' Culvert 4 Headwalls Pavement Replacement Existing Roadway Profile (136th Street) 895 895 Upstream Face (North) Plotted 50' West I I I Downstream Face Upstream Face 8'x3' t Sox Culvert 1 / Sot om Opening Elev. 890.00 1 Downstream Face New 8'x3' = Sox :Culvert 11 I I 5ottom Opening Elev. 890.00 Upstream Flowline y 890 890 Downstream Flow ins 0 885 885 9+00 10+00 11 +00 V) _0 F)RCF/L E LINE „4 C t a Sca le: 1'=10' Porz 1'=2' Vert. cu M � 0' HORIZONTAL SCALE BRIDGE FILE a 11 I I I I II 3 0 ����\\P�� D...c'�R///ice RECOMMENDED CITY OF CARMEL AS NOTED N/A OJ -0 u o \�\�`� .�G\STEREO ��// Q o N FOR APPROVAL `�� =t���, 02/ZZ/l3 136TH STREET CULVERT VERTICAL SCALE DESIGNATION N = _ DESIGN ENGINEER DATE * 19300106 ' . STATE OF _ �\ T �o mow\ DESIGNED: R.G. DRAWN: A.W. 136TH STREET OVER ALMOND DITCH SURVEY BOOK 4 SHEETS DESIGNED: 4 0� w w ij/'c�. NDIANP. ��� Z W Transportation& /�///��jrjS�ONA�\��G��\\ CHECKED: L.S. CHECKED: R G LAYOUT CONTRACT PROJECT LU LU J a Development Consultants 13-02 ono