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Ditch Road (141st Street to 146th Street) SET BOARD OF PUBLIC WORKS C I T Y O F 4 FR M E L CARMEL, INDIANA INDIANA APPROVED : DATE HONORABLE JAMES BRAINARD, MAYOR F1 C::O J&D& E> LORI WATSON F:0 LM AOL ISM i!s; MARY ANN BU RKE DITCH ROAD FROM 141st STREET TO 146th STREET PROJECT NO. 04-06 Beginning south of the intersection of 141st Street, then running North approximately 2774 feet to the intersection of 146th. Street all in sections 21, 221) 15 and 161 T-18-N, R-3-E, in Clay Township, Hamilton County, Indiana. R.3.E. West 151th Street PROJECT LOCATION SHOWN BY -�- 17 16 15 1 END PROJECT 04-06 NOBLESVILLE P.O.T. Sta. 88+88.54 LINE "A" 0 0 00 West 146th Street BEGIN CONSTRUCTION 04-06 o D END CONSTRUCTION 04-06 P.O.T. Sta. 46+25.27 LINE "S-1-A" o o o o P.O.T. Sta. 53+37.00 LINE "S-1-A" CLAY CL O a o oL Q West 1 1th Street 23 20 21 o 22 Q � � ROUNDABOUT LOCATION DESIGN DATA DITCH ROAD O DESIGN SPEED 45 mph ROUNDABOUT DESIGN SPEED 20 mph PROJECT DESIGN CRITERIA NEW CONSTRUCTION, NON-FREEWAY D SCALE: 1 : 12000 FUNCTIONAL CLASSIFICATION COLLECTOR West 136th Street RURAL / URBAN URBAN O TERRAIN LEVEL ACCESS CONTROL NONE 29 28 7 6 0 � CITY OF CARMEL STANDARD BEGIN PROJECT 04-06 SPECIFICATIONS DATED 10/22/92 & P.O.T. Sta. 61+ 15.00 LINE "A., LOCATION MAP INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 1999 CLAY TOWNSHIP TO BE USED WITH THESE PLANS HAMILTON COUNTY PLANS THQ `�QOacs •ARCH/TECTU9 Union Station PREPARED BY: R.W. ARMSTRONG 8c ASSOC. 1 —800-321 —6959 �.�`�� ....... W P F _ PHONE NUMBER ��•��:'��GsrfR�o DESIGNATION - - -- 300 S. Meridian St. R W ARMSTRp- 8 = CERTIFIED BY _ Indianapolis, IN 46225-2399 DATE 90012 �; - SHEETS :��` STATE OF :'�. 1 of 55 L .TRANS � (317) 786-0461 11'1' '/�Q•IaNP•• ��`' '�•,�i��NA�'�-��•`` CONTRACT PROJECT �In ` 04-06 XREFERENCES None FILE NAME R:\Roods\20043300\TITLE\TITLE.dwg / Model MRD\INT 26—MAY-05, 17:52:2 / jrc ' 14061P wPi TG# 9"tp f m T � v c o UTILITIES GENERAL NOTES INDEX All Earth Shoulders, Median Area, Cut and Fill slopes shall be plain or mulched seeded except where Sodding SHEET NO. DESIGNATION is specified. 1 TITLE SHEET The final Cross—Sections of the "Grading Contract" shall be the original cross—sections of the "Paving Contract" 2 INDEX AND GENERAL NOTES WATER: except that partial or complete cross—sections shall be taken if necessary to determine the actual quantities of Excavation. 3-4 TYPICAL PAVEMENT SECTION City of Carmel First Mile Pa er Relocation is to be cross—sectioned b the Project Engineer before construction` 5 MAINTENANCE OF TRAFFIC DETAILS One Civic Square 750 Liberty Drive Carmel, Indiana 46032 Westfield, Indiana 46074 Existing asphalt is located outside the construction limits, between Station and 6-10 DITCH ROAD PLAN & PROFILES Attention: John Duffy Attention: Jeff Lacer Station , shall be removed as directed. 11-12 141ST STREET PLAN & PROFILES Phone: 317-571-2451 The Quantity of Peat Excavation as shown on the plans has been estimated on the basis of theoretical cross—sections 13-14 ROUNDABOUT DETAILS 1by using Method "A" where it applies and Method "B" where it applies. 15-17 DITCH ROAD PAVEMENT MARKINGS Carmel Water- Wastewater Utilities City of Carmel street identification sign and posts shall replace all standard street signs. 18 141ST STREET PAVEMENT MARKINGS 19 LIGHTING DETAILS WATER: 760 3rd Avenue SW, Suite 110 Twelve inches of topsoil shall be placed in median and roundabout center island. 20-22 DITCH ROAD EROSION & SED Indianapolis Water Co. Carmel, Indiana 46032 IMENT CONTROL PLANS P X 1220 Waterway lvd. 23 141ST STREET EROSION & SEDIMENT CONTROL PLAN y P 24 EROSION & SEDIMENT CONTROL TABLE Indianapolis, Indiana 46206 \/ Three inches of top soil should be placed in all areas where sodding is required except those areas where 12" are specified. Attention: John Gould Carmel Water- Wastewater Utilities X 25 APPROACH TABLE X All trees located within the construction limits shall be removed. 26-27 STRUCTURE DATA TABLES Phone: 317-263-6415 130 FirstAvenue SW 28-30 UNDERDRAIN TABLES Carmel, Indiana 46032 /�v All monuments located with in project limits shall be documented, offset prior to construction, and reset after construction. 31-32 SHEET SIGN AND POST SUMMARY TABLE Attention: Paul Pace TELEPHONE: /� 33-49 DITCH ROAD CROSS SECTIONS SBC X T- 5870 All utilities located within the project that are in conflict with a portion of the project, shall either be removed or relocated. 50-55 141ST STREET CROSS SECTIONS N. College Ave Indianapolis, IN 46220 Attention: Greg Cammack Phone: 317-252-5134 ELECTRIC: Cinergy/PSI 1441 S. Guilford Carmel, IN 46032 Attention: Dean Groves Phone: 317-581-3041 GAS: Vectren P.O. Box 1700 Noblesville, IN 46060 Attention: Don Perdue Phone: 317-776-5534 REVISIONS SHEET NO. DATE REVISED NOTE: This set of plans shall not be construed to be property retracement survey. Where apparent property lines, owners or section corner information is shown, it is based on physical evidence or testimony. ABBREVIATIONS The topography information for this project was taken from a survey performed in the Spring of 2004. Attempts have been made to periodically update portions of this project. However the design consultant R W Right—of—Way does not warrant the accuracy of this data and advises the contractor to field verify all information. L.A. R W Limited Access Right—of—Way A.C.L. Access Control Line C.L.T.F. Chain Link Typ e Fence F.F.T.F. Farm Field Type Fence APP. P.L. Apparent Property Line APP. EXIST R W Apparrent Existin Right—of—Way B Beginning L.A. _R/W E End L.A. R W N.E.P.L. No Evidence of Property Line P.E.S. Pie End Section HORIZONTAL SCALE BRIDGE FILE ```��i�r►i,,,i, NONE 8.•.TH6tifo'�. RECOMMENDED �-- CITY OF CARMEL ` VERTICAL SCALE DESIGNATION Q5 .Q,� O 50 `� FOR APPROVAL _ - — - NONE N O. DESIGN ENGINEE DATE 890012 _ SURVEY BOOK SHEETS '. STATE OF :'�� DESIGNED: RMH DRAWN: TL - - - - GENERAL NOTES / INDEX 2 of 55 CONTRACT PROJECT • S C, '.;0Nq ��tQ CHECKED: RBT CHECKED: RMH 04-06 IMAGE XREFERENCES XR—TITLE; stampRBT; FILE NAME R:\Roads\20043300\PLANS\INDEX.dwg / Layout1 MRD\INT 26—MAY-05, 17:00:15 / irc r (�CONSTRUCTION 2' 6" 1'-6" 8' 6" 2' 16' 2' 12 ' 2' 16' 2' 6' 8' R1" �2 S Mb� S S MaX. 2% 2% P.G. 2% 2% P.G. 2% 2% Max. 3: Compacted Backfill 3.1 Y Max• C1 C2 C2 C1 — _ Compacted Subgrade S S Existing Ground p g Existing Ground P or Aggregate Base P R R COMBINED CONCRETE CURB & GUTTER U U TYPE II DITCH ROAD TYPICAL SECTION 21 Sta. 65+30.5 Line "A" To Sta. 68+49.98 Line "A" R1, Sta. 71+20.16 Line "A" To Sta. 79+52.53 Line "A�� Pavement Ramp Side wsl 6 1 1 6 Sta. 82+22.72 Line A To Sta. 86+92.79 Line A R 1'2 - 10 r�l�r lope 3/4" CONSTRUCTION lD Compacted Backfill 8' 6' 2' 16' 2' _ Varies _ 2' 16' 2' 6' 8' Compacted Subgrade (0 feet - 20 feet) or Aggregate Base CURB RAMP COMBINED CONCRETE CURB & GUTTER 2% Max. S P.G. 2% 2% P.G. s ° SECTION DETAIL TYPE III Max• -- 2% 2% 2% Max. NOT TO SCALE 3��" 3'1 Max - -- - C1 C2 C2 C1 J orOS Existing Ground S P R R P S Existing Ground U U DITCH ROAD TYPICAL SECTION Scored in a 12" grid pattern �o Sta. 61+15 Line "A" To Sta. 61+90.375 Line "A" perpendicular to roadway Geotextiles for Underdrains & colored "green slate" O Sta. 63+34.357 Line "A" To Sta. 65+30.5 Line A See Technical Specifications Sta. 70+21.88 Line A To Sta. 71+20.16 Line A - — Sta. 81+24.44 Line "A" To Sta. 82+22.72 Line "A" 61' Varie Width of Varie 7 Ramp 3' Min. N CONSTRUCTION Contraction Joint (Typ.) #8 Washed Aggregate O Left Turn Lane 8' 6' 2' 16' I 1 I 1 �' ' ' ' .. ► 1 8 8 16 -21- 6 8 10 10 4" Min. f 4" Min. S S CURB RAMP 1'-2" 1 MaX 2% Max. 2% P.G. P.G. 2% 2% Max. 3. SECTION DETAIL 3• � Max NOT TO SCALE — � — � C1 C1 — _ SUBSURFACE DRAIN Existing Ground S P R R S Existing Ground See Detail P U U DITCH ROAD TYPICAL SECTION Sta. 68+49.98 Line "A" To Sta. 71+20.16 Line "A" 1.5" HMA for Patching Sta. 79+52.53 Line "A" To Sta. 82+22.72 Line "A" LEGEND 12" Concrete cap Existing Pavement Existing Pavement C1 Concrete Curb and Gutter, Type II ., CONSTRUCTION C2 Alternate, Concrete Curb and Gutter, Type III O 165 Ib./yd.2 HMA Surface, 9.5 mm on 275 lb./yd.2 HMA Intermediate, 19 mm on 8' 6' 2' Varies (16' - 14') Varies (16' - 14') 21 6' 81 330 Ib./yd.2 HMA Base, 25 mm on ' 330 Ib./yd.2 HMA Intermediate, C 19 mm on Flowable Fill 330 Ib./yd.2 HMA Base, 25 mm Subgrade Treatment Type "C" S S 3.1 2% Max. O Sodding, Nursery 2% Max. 2% l 2% 17T X ROAD CUT PATCH — — " C1 T - - _ _ O Recreational Path NOT TO SCALE 165 Ib./yd.2 HMA Surface T "ype A on 275 Ib./yd. HMA Intermediate, Type A on Existing Ground R R P S Existing Ground 5" Compacted Aggregate Base #53 on Compacted Subgrade U DITCH ROAD TYPICAL SECTION 0 6" Underdrain Pipe Sta. 86+92.79 Line "A" To Sta. 88+78.81 Line "A" O PCCP, 4" (Colored and Stamped) on 6" of Compacted Aggregate Base,#53 HORIZONTAL SCALE BRIDGE FILE ..•TH0�1,o��i- RECOMMENDED 1 = 5 -�0:= ��STE • s -- �' CITY OF CARMEL O • �� 0•Fo'•.�y FOR APPROVAL g 5�7 f VERTICAL SCALE DESIGNATION = DESIGN ENGINEE DATE - 1" = 5' 890012 STATE OF :`�� DESIGNED: RMH DRAWN: TLM SURVEY BOOK SHEETS DITCH ROAD 3 of 55 li.-1110NA� ��`` CHECKED: RBT CHECKED: RMH TYPICAL, PAVEMENT EMElV T SECTIOlV S CONTRACT PROJECT 04-06 IMAGE FILES Carmel Light Post.tif, Carmel Light Post.tif, Carmel Light Post.tif, tmp-209.tif XREFERENCES XR—TITLE; stampRBT; FILE NAME R:\Roads\20043300\PLANS\Typ—l.dwg / Layout1 MRD\INT 24—MAY-05, 12:12:23 / alittlepage Pole Mounting bolts and layout per Conc. Base with 1" chamfer: provide manufacturers template �CONSTRUCTION very high quality smooth finish Finish grade to cover entire foundation Top of foundation elevation shall be g within 1" above top of curb elevation or Varies Varies 2' Varies (12.5' - 14') 2' Varies (2' - 20') 2' Varies (12.5' - 14') 2' Varies Varies as directed by engineer. D . �X o P.G. 2% 2% P.G. o #6 aw round wire 2 /o Max. 2 /o Max. 9 9 ' ` •1 Max. 2% 2% 31 M +L ate, C1 C2 C2 C1 _ D . p = a M � S J orOS a Existing Ground P R R P S Existing Ground Ground rod L Provide #6 Vert. Bars, .D V• provide #3 ties at 3" o.C. At top, D 141 ST. STREET TYPICAL CROSS SECTION remainder #3 ties at 12" o.C. Sta. 48+46.97 Line "S-1-A" To Sta. 49+28.00 Line "S-1-A" �� Sta. 50+70.00 Line "S-1-A" To Sta. 51+53.03 Line "S-1-A" 30" Dia. For 2 Inch Pi I pe From °4 � 2 Inch Pipe to Drain Bottom o Cur 0 Subgrade or Base U ntil Pole T yp e A > =Conduit Paving is Complete CD CONSTRUCTION L o POLE BASE DETAIL > 4-J NOT TO SCALE Varies Varies 2' Varies (12.5' - 12') I Varies (12.5' - 12') 2' Varies _ Varies _ (0' - 8') (0' - 8') ° 1 1/2" s a 1 S /Q- S�\ n\� arc. 2% 2% 2% 2% Max. 3• 3;1 M I 1 Max [� a a a C1 C1 � - -- Existing Ground R R S Existing Ground 00 P P 2411 I U U CATCH BASIN C-15 DETAIL 141 ST. STREET TYPICAL CROSS SECTION NOT TO SCALE MODIFIED, ROLL CURB Sta. 47+90.47 Line "S-1-A" To Sta. 48+46.97 Line "S-1-A" 165 Ib/yd2 HMA Surface, Type A NOT TO SCALE Sta. 51+53.03 Line "S-1-A" To Sta. 53+36.92 Line "S-1-A" Variable Intermediate 220 Ib/yd2 Min. �CONSTRUCTION ( ) 8' CL TO I Line "A" WEDGE AND LEVEL DETAIL 51' 4' 2' 18' 2' 6' 8' NOT TO SCALE S TA 4% S LEGEND P.G. 2% 2% Max. 3. 1 Max. RC C1 — _ _ C1 Concrete Curb and Gutter, Type II oc 24" Dia. C2 Alternate, Concrete Curb and Gutter, Type III W B B Section B-B 11 3/4" SQ. x 1" Thick S w 12 Flat Flute R P Existing Ground O 165 Ib./yd.2 HMA Surface, 7 Guage N.T.S. haft 9.5 mm on = 8" 0•�' of Steel S U 330 Ib.%yd.2 HMA Baser 25 mm,on9 mm on 3/8-16 Eyebolt with y 1" I.D. Eye of eye bolt of eye bolt 330 Ib./yd.2 HMA Intermediate, C 19 mm on w _ y & receptacle CIRCULATORY ROADWAY TYPICAL SECTION 330 Ib./yd.2 HMA Base, 25 mm 1- X 2 Slot to 1�' _ ° 4" p Subgrade Treatment Type "C" F- /d From Sta.61+90.375 Line A To Sta. 63+34.357 Line A O GFCI Receptacle with accomodate a 1" Dia. eo �- anchor bolt (4 at 90°) /tC From Sta. 49+28.00 Line "S-1-A" To Sta. 50+70.00 Line "S-1-A" weatherproof cover of access door �r% O Sodding, Nursery 00 110 not weatherproof while in use (see top view of _ M Section A A - V base plate for orientation) N.T.S. p Recreational Path 51' 4 ' 165 Ib./yd.2 HMA Surface, Type "A" on to u 1 275 Ib./yd.2 HMA Intermediate, Type "A" on IA 0 5 Compacted Aggregate Base #53 on .-� o Compacted Subgrade N ° _------- - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - O 6" Underdrain Pipe Ground Lu PCCP, 4", Stamped and Colored Davis Colors 9 _ _ _ — _ _ _ _ _ _ _ _ _ "Green Slate" with Integral Coloring Application. J PCCP, 4" (Colored and Stamped) - (By others) O — — _ Technical Specifications. on 6" Compacted Aggregate Base, #53 4" x 6" Hand hole - 24" DIA. Continuous Weld (2 places) �� RC Steel Shaft J Hot dip anchor bolts (Fully Galvanized) RC Roll Curb, Modified (See Detail Left) TRUCK APRON DETAIL TA LIGHT POST DETAIL NOT TO SCALE TA Truck Apron NOT TO SCALE � HORIZONTAL SCALE BRIDGE FILE rHO��ii RECOMMENDED �• 1" = 5' CITY OF CARMEL o'•• .L FOR APPROVAL gj�27� VERTICAL SCALE DESIGNATION 0• = DESIGN ENGINEE DATE 1" = 5' 890012 SURVEY BOOK SHEETS STATE OF : � DESIGNED: RMH DRAWN: TLM DITCH ROAD - - -- 4 Of 55 'ss/�!0I N��. CONTRACT PROJECT t,,,0NAL ��` CHECKED: RBT CHECKED: RMH TYPICAL PAVEMENT SECTIONS IMAGE FILES Carmel Light Post.tif, Carmel Light Post.tif, Carmel Light Post.tif, tmp-209.tif XREFERENCES XR—TITLE; stampRBT; FILE NAME R:\Roods\20043300\PLANS\Typ—l.dwq / Layout2 MRD\INT 24—MAY-05, 12:12:23 / alittlepage XW20-3 TT � R11-3 XW20-2 U END PROJECT P.O.T. Sta. 88+88.54 DRMA-12 LINE "A" w O L L DRMA-5 TT B 3 LINN CT. West 146th Street a — — — — — — — — — — — — o DRMA-6 LU END CONSTRUCTION o < P.O.T. Sta. 53+37.00 DRMA-5 DRMA-8 z LINE "S-1-A" ° DRMA-9 _ o Y U B BIRDSONG LN. O z � Z — ~ 2: O w m ESPRIT DR, z c ° 0 Q U Q 0° IRKLEES DR. ca �C c w. W W. PONDS 1�0 Z PO/ DS H 0 p POINTE DR. DR. HINAULT WAY O < C Q �< Q F B W J -z- W° ° >- o DRMA-4 MU q J-p vz�� F�'C _' a J a DRMA-10 STANG CHASE MN WOOS V rnN SST<F a d d rn R11-3 I �R a� p+ W. TWIN OAKS DR. ° v -0 A KINGSGATE DR. z r ° z V) Y C� iTY CHASE`N B -P m~o D -10z U) 0 CHA z a I West 141th Street B > I PINE HILL WAY FAWN VIEW DR. b _ 0 WETHERBY LAKE DR. z XW20-3 XW20-2 DRMA-7 I � ° W J W RMA-4 BEGIN CONSTRUCTION o Y z A c~n p ° ROSEMONT DR. P P.O.T. Sta. 46+25.27 -' z Q I LINE "S-1-A" w z eO�OFR O ° B = DOE RUN DR. ST WO z BEGIN PROJECT ° u o w ONF OO �JO P.O.T. Std. 61+15.00 O U-i m PRINCETON GATE W. SPRING LINE "A" DEER LAKE RUN 0 z I Y -p U 0 0 W. COLDWATER DR. Q W. TWELVE RD. m W cr_ z o U Ix U Y O r o w g a m p "' W SU ER HILL � w y Q ° Q rn cn DRMA-11 I Q SUMMER ��N�o z 0 I Q HILL C- U- �s DRMA-3 >- v W A z �v — — — — — West 136th Street v SMOKEY ROW RD. o. Construction Sign Schedule Phase I C� Al p � Sign No. Description DRMA-6 0 �� P Size (ft.) Type Est. Qty. R11-3 ° o XW20-2 Detour Ahead 4 X 4 q 1. Maintain traffic on existing pavement on Ditch Road m 3 and 141st Street. Construct any work outside u = XW20-3 Road Closed Ahead 4 X 4 Q A 3 existing roadway, including storm sewer. Maintain R11-2 Road Closed 4 X 2.5 A 6 access to all drives. a DRMA-1 R11-3 Road Closed XX Miles Ahead Local Traffic Only 5 X 2.5 A 3 Phase II 0 ROAD CLOSED R11-4 Road Closed to Thru Traffic 5 X 2.5 q C 0.5 MILES AHEAD 3 1. Close Ditch Road from 64+00 to end of the LOCAL TRAFFIC ONLY Total Type 18 project. Close access from Ditch Road to DETOUR "A" Signs Kingsgate Drive and Lemond Drive. Construct all XW20-2 R11-3 DETOUR DETOUR DETOUR ED TOUR DITCH ROAD DETOUR necessary road work within these limits. AHEAD DITCH ROAD DITCH ROAD DITCH ROAD DITCH ROAD 141st STREET Notes: Maintain access to all private drives. This phase o DETOUR shall be completed within the 90 day closure. ° �► DITCH R 1. Estimated Quantity for Payment: Type A-12 ROAD CLOSED OAD (10 Type "A" Signs included in Road Closure Sign Assembly) 2• Open road to traffic. TO DRMA-2 DRMA-3 DRMA-4 DRMA 5 DRMA-6 Phase III XW20-3 Detour Route Marker Assemblies: 15 Req'd Phase IV THRU TRAFFIC XW20-2 DRMA-1 - Type III-A Barricades: 72 LFT. Req'd R11-4 Type III-B Barricades: 36 LFT. Req'd 1• Close Ditch Road from beginning to 64+00. Close 1. Complete all incidental work and clean up under DETOUR Road Closure Sign Assemblies: 9 Req'd 141st Street from beginning of construction to traffic DETOUR DETOUR DETOUR END DETOUR 2. end of construction. Construct roundabout, ROAD o DITCH ROAD T 141st STREET DETOUR DITCH ROAD Type "B" Construction Warning Lights shall be used with approaches and all work within these limits. ROAD AHEAD 141st STREET CLOSED 141st STREE 141st STREET all Signs Located on Barricades. Type "A" Construction CLOSED ,�► 141s Warning Lights shall be used on all other Construction 2• Open roundabout to traffic. Complete surface . t STREET Signs. pavement and pavement o ~ p ement markings for entire LEGEND project. R11-2 XW20-3 DRMA-7 DRMA-8 DRMA-9 DRMA-10 DRMA-11 DRMA-12 �.` �� •• - 'yam '�� RECOMMENDED HORIZONTAL SCALE BRIDGE FILE RMA-X Detour Route Marker Assembly TT Sign Assembly ` 0 .. �,STf s " _ CITY OF CARMEL O Type III-B Barricades Sta :moo �'�� RF"". FOR APPROVAL � g rJ 27 NONE Staggered with Detour Route N0. = - - / / DESIGN ENGINEE T--—`-- VERTICAL SCALE DESIGNATION Road Closure Sign Assembly and R11-4 = 890012 - DATE NONE O Type III-A Barricades with -�O `� ��'., STATE OF �� DESIGNED: RMH DRAWN: " ,� i P .: �,�� --- TLM SURVEY BOOK SHEETS - --- DITCH ROAD & 141 ST STREET Road Closure Sign Assembly and R11-2 - _- _ _ \ `` 5 of 55 �10N;L CHECKED: RBT CHECKED: RMH DETOUR ROUTE CONTRACT PROJECT A -- — — — XREFERENCES XR—TITLE: stampRBT; FILE NAME R:\Roads\20043300�MOT\MOT—PHASEI-3.dwg / LAY-01 • 04-06 MRD\INT 26—MAY-05, 15:41:49 / alittlepage O 2 v W O O o L] Lp p O Nv nt L- L- L - aLo o OL (n O O p a) a) 0) a) a) a) a) a) N X C X C X N O H t�0 _ O O m ° Z Ln i O ao uL o a d- � 0- � 0- a0 0-0 0 CO a m a m a° O m O O L V) L I- N v L_ L L. L L v T o) Q a) Q a) 0 0 L (O O M M M C a) n3 W ai 3 Ln 0 a) 0 a) 0 a) a) a) 0 o p o p o 0 N 0 g O + + + 0 3 0 � = W m '� Ln c U 3 C7 (� 3 3 3 C C7� m -C 00 -C (7 Ln 0 + + O o C o M Lo a) L71 0 0 0 0 0 L71 !Z L1 f1 � -a 0- Ln C 1� N a) a �' U) ° C7 l ' / 'P-_0 � C r-a ,� a M a a s o o M 0 M 0 m r; a r` v d 0) d• � , ^ 00 O ( n d M Ln Ln 00 N Ln -I ID .1 N Ln a) Ln a) O M ,1 `Y^1 cn M BLOCK "I" V./ ♦� N N (!) N V./ N L k° O,-� L^ r_1 L^ T-, N ,--i rn �- Ln F- Ln H N� 2 , i ~ LOT 13 1 o 00 + OMO MO + tD Ln rt M�,t Ln 00 Ln n Cj + 0 It ° SADDLE CREEK HOMEOWNERS, INC, o tD �) C o OM o N o � 00 � _1 Q 00 o '� 0) �.o `,�° KEITH G. AND LOT 125 INST. #200000006118 + + + + + � ^ Ln N C o o +N + N + N o N N+ a; I NIt + + m MELANIE J. HARPER +20.97 4 + r+ + 4 + co + N + Ln DAVID E. AND FREDRICK A. ZITLAW + 109.85' Lt. + + �6' L S C2 6 �' ` o+ °+ C) + Ln Q n INST. #200000041567 INST. #200000064140 8. A Lv �n Fence to be r Gated �• P.I. STA. 62+62.36 LINE "A"= G� � �� 102.66' Lt. + � P.O.T. STA. 50+00.00 LINE "S-1-A" + + P 'Q A BLOCK C +15, Str. No. 6 +00, Str. No. 9 RAW' �3 , ~oo SADDLE CREEK HOMEOWNERS INC. co 205 TAPE Cathbasin Type C-15 & Inlet Type B-15 & C) '� INST. #200000006118 Project 04-05 Work Performed by Others �� 33 ft. of 12" RCP 87 ft. of 12" RCP / P S '9,oa °+ Monument to be Reset + +28, Str. No. 12 +59.98 F +70.92 Inlet Type B-15 & Begin Incidental Construction Begin Project 04-06 Construction 40' Lt. 40' Lt. 35 ft. of 12" RCP Sta. 61+ Line "A" P. .T. Sta. 61+15 Line ' A ko / �\ TWR S �-' W App. Ex. 40' R/W rn Ln / _ 'L N TA APP. Ex. 40' R/W -�. S Construction Limits - (� 1 ' bo P 0 hp �� 00 �.---�- / 00 � 00 P i0 l z ,900 RC C2 C ko S to C1 Rem e xisting let O & 3 f 12" RCP, lug �' �� L C1 N C2 SECTION LINE (LINE "A") + 18' xis i g pipe 18' S 10 0 ,L N 00 019'52" E -�- S TA S C2 SECTION LINE LINE "A") C2 N ) C2 .9 + *-L - .Dh �3 C2 C 1 N R S N DITCH ROAD ^' C1 L + 0 oho, C2 FIFF App, Ex. 16' R/W cv - - - - - - - - - - - - - - - - - - - - - - - LLJ 00 00 rl L Str. No. 58 O TA C �� IS, S P 00 r°p ee Sheet No. 11 RC F_ W M 18, 6, _ _ _ _ _ _ App. Ex. 40' R/W Construction Li s S 'Q/�y S C.A. #9 00 � z �, / 40' Prop. R/W S _ CHESWICK PLACE HOMEOWNERS ASSOCIATION, INC. +53.25 +80 R L,o \+50.9 +63 INST. #200200000548 40 Rt. 53.089' Rt. 'bo / 40' Rt. R/W N F +67.917 S-1-A Construction Limits +41 0 +00, Str. No. 10 +87.706 55.81' Rt. C1 S R/W +63 + +15, Str. No. 7 Inlet Type B-15 & 56.855' Rt �'� S +28, Str. No. 11 +41 54.5' Rt. Catchbasin 22 ft. of 12" RCP +85.127 S Ex. P Catchbasin Type 54.5' Rt. YP +52.8, 31.3 ft. with hood &Type C-15 61.138' Rt. �� 4 W + C-15 with hood & +28, 29 ft. Rt., Cl. I Dr. „ Temp. R/W for ti + ��\ 4 ft. of 12" RCP Str. No. 11A ' 4 ft. of 12 RCP Req'd. Pathway Constr. S I Q• +04.2 +15, 23'Rt., Str. No. 8 +76.288 "S 1-A" 6' o - M.H. Type 3-4 & Existin Brick wall C C2 p Q� 102.37' Rt. Temp. R/W for Tie Into to remain undisturbed 51.873' Lt. X L ,1 DAVID A. WATTERS 190 ft. of 36" RCP Drive Construction Note: All trees located within the +App. Ex. L L m L INST. #200300020313 Existing M.H. L L L L R/W La) wL` '° M () 1° 0- a) ma) C E N Lv ra = Lv ro n3 Lo a) a)0 v = c - a) a)a) a)a) o v a)v a)a) construction limits shall be removed. -_ 89.42 Rt. °'>-L--L a o00- Wu�, LO L a.Jv2222 Ln a) a) 2 a) Lu a a) a) a) a) v m a) a) a) a) v a) a) m LOT 142 v - a) - m g - a) - a) W -�- C=H a) a)L a) -F-F- v v a) a) a) a) a) a) a) ao) a) v v a) a) a) a) a) a) a) a) a) O d a) a a) Q. a) d O L Cl.- ,--i 0_- O L L L L L >> L L L L O a) W Q) �- - �•�= 7= - T"I a) O L L L f..O L L L O L L L L L L O L O O L L L L L L a) (n C L1�C L f'- - L V. EDWARD AND DIANA J. GROGG C F' c °' c c �_ �L_M.6 CM L L0 a)= v = o,!- _ _ `"_ - C= N-+�00 - F- rn - � - � O L - L - N L C L a)co CO•- N N 00 0 0o co N N N O - co co Ln Lo It N - Ln r1 U ('1 U th U M U M,-�'SU�LYU0 Ln Ln rA.� 0oo°M r, O?? V)Mmu t1 ,-i to In .1 to .--i U' ,� .1 a .1 ,-L � �-L i i 0% r_1 i � ,-i N .-+ tp i tD io � INST. #9809849118 n a� M O N a� Ln M00 *�M�� '° NLnLn ,1� 66' O fVO^a�1�N .1 N a� ID n a� .1 N r- ID Ln t ID 'In M ID M Ln N N M M 00 ,1 .1 Ln M d• 00 r_ 00 � O Ln r, o0 ID Ln 47100 ooN� ,t0°kD MOD Mr�N N LnLnr�MOa) O I � M 00 M 00 00 a) M m 06 M O N 06i 06 .1 Ln M' Ln' 0) Ln 4711 N n M 471 Ln ID 00 It Ln I' Ln Ln It Ln Ln %D r-i N(l) -L t r IMN 00.1 ,1,100 •1 ,-LN,•�,1.-L.-i It CY ,--L ,--L ,1 ,1 ,-L .1 .1 ,--L .--L .-L It M *fN ,-L N N ,-L N ,1 M M M M It It N ai lD O N O N ID O .1 `OLnN N. LN1� I OM MID N�lD N OLMDr, 0) N a� Ln lD tD r, l0 O o o0 L� 6 a; .-i M Ln M � kD O tD N a� a� All R/W described from I M M �+ M M n O O N N M ID + 1 1 Ln.-L IDCO.1 00r�.i r-Lr) 0+-4%D I� r�ONtNO O O N 06 06 M M' 4 M Ll' ID N Ln vi O M ID O � M 4 Ln 6 O O O r 00 r O .-i N M Ln ID 0 r-, 00 O M000 M000 Or_00 00.1 0000+1 .i +10000r.400 00 M N N N M M It Ln Ln ID n 00 00 cm O O O ,1 N N N N N M M M N N M Line "A", except as shown. + + + + + + + + + + +- +++ ++++ + +++ .. ... + ++++++ ++ + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + 915 FOR ROUNDABOUT DETAILS SEE SHEET 13 915 PROJECT 04-05 BY OTHERS tD �o ko Ln M N M 00 N O N O Q) O M O + M + 01 910 BEGIN CONSTRUCTION r_1 n � n 910 P.O.T. STA. 61+15 LINE "A" �� w �� w EL. 899.74 a O d in Storm Sewer Left Ln O Ln + (Plotted 7 ft. above Datum) + 905 (TYp•) 905 a a Inv. 895.94 87 ft. of 12" RCP @ +0.32% Req'd. Lt. Existing Ground 900 900 Inv. 895.66 0.68% 31 ft. of -0.68% 12" RCP @ -1.0% Inv. 895.94 Req'd. Rt. Inv. 895.63 Profile Grade 895 Inv. 895.42 895 104 ft. of 36" RCP @ +0.12% Req'd. Rt. 201 ft. of 36" RCP @ +0.13% Req'd. Rt. 177 ft. of 36" RCP @ +0.15% Req'd. Rt. 890 Inv. 891.38 890 Storm Sewer Right Inv. Inv. 891.50 g t 891.75 Ln co 00 ._ N M ,1 ..F co (A N .-L N •1 N O In M O 471 O + Ln � Ln n O O M N ID M 00 r_ r- It M d O N O O 6 O O +1 + O rl O r•L O ri O r•1 O r 4 O ,1 885 O O aN 0 0 O O O 0 O 0 O O O O O Q1 O 885 00 00 60+00 61+00 62+00 63+00 64+00 65+00 OR Bituminous Asphalt SO Sodding Nursery 0 Wedge and Level ��`j`8"T80��,, HORIZONTAL SCALE BRIDGE FILE �1.0,�� RECOMMENDED CITY OF CARMEL 1"=20' P Bituminous Recreational Path RC Roll Curb, Modified TA Truck Apron `��0�:��STERFO':`r�y� FOR APPROVAL gJ/27� VERTICAL SCALE DESIGNATION 0 0 0 N 0• = DESIGN ENGINES DATE ' C1 Concrete Curb & Gutter Type II J PCCP, 4" (Colored and Stamped Grid Pattern) = 890012 = 1 =5 SURVEY BOOK SHEETS on 6" Compacted Agg, No.53, Base 1. 10 `. STATE OF ;'�� DESIGNED: RMH DRAWN: CLK C2 Alternate, Concrete Curb & Gutter Type III DITCH ROAD 6 of 55 OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped ''��%,S/ONAL �`��` CONTRACT PROJECT C3 Concrete Center Curb Type C , �� CHECKED: RBT CHECKED: RMH PLAN & PROFILE IMAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; DITCH-PROF; XR-PP-TIT; XR-CLIMITS; XR-P-ROW; XR-PP-LEGEND; XR-STORM; BLNtiein; rcprf001; FILE NAME : R:\Roads\20043300\PP\PP-DITCH.dwg/ LAY-01 MRD\INT : 26-MAY-05, 16:03:23/jrc a) a) a) a W a a) v a) au a) O c a a O a U n U > a ,z > > Z a C a Q! F0 n a (a ra O O O O U U U - v - > v U > > Y Q :u 4j O 4_j N 'a 4� N L �' 0- Z L_ L_ O a O O O A U) to V) Ln `."1 C (n � (O U) 1(D (1) a) O + .< M d d n. 4 00 a M a O a N t.0 in I� M �, 00 O O � N � v � � �► I✓, M v � M N �, l0 Existing fence to be removed °' N &-Ln N 6 r M + prior to construction & reset kD,i LOT 132 + o ri (v + N �(n + M N + k M' after grading completed. 4v CRUZ A. AND NIDIA H. ESCOTO ° ° N + � o + + BLOCK "D" z INST. #9909940255 + + + �+ Regulated Drain LOT 133 Cn g LOT 134 LOT 135 LOT 136 LOT 137 SADDLE CREEK W Easement 15 ft. �. HOMEOWNERS, INC. a CHRISTOPHER C. AND JENNIFER K. COCHRAN °C' KRISHNA M. AND SURYA MADDURI JON ANS SUSAN DORSEY �Q INST. #200000006118 w INST. #200300081723 JEFFREY C. AND AMY P. BIGGS a INST. #200200024709 a INST. #199909943299 N 205 TAPER in z S L- INST. #199909954308 w U j N 100 TAPER N Ln Remove 15 ft. of ex. 12" RCP z z +50 Str. No. 19 M +00 Str. No. 21 + +10, Str. No. 15 ro 0 � - :a & 1 end section, plus one inlet Remove ex. 8" plastic pipe ' + -v a(D +50, Str. No. 17 0, Inlet Type B-15 & Inlet Type B-15 & Inlet Type B-15 & a; w M 45 ft. of 12" RCP E z Inlet Type B-15 & Construction Limits ui o 47 ft. of 12" RCP 47 ft. of 12" RCP Ln 4" Plastic Pipe o, N 4" lastic Pipe 47 ft. Of 12" RCP o6 S � w + + A Ex. 40' R/W 8" Plastic Pipe S p p' 00 P 00 P S 00 � P ,z �0 a N N N C1 R C2 `r,° S oo N `�° C1 C2 R C1 R S (p N C2 N � C2 C3 � J �• move exis ing pipe N 00018'33" E DITCH ROAD - & 2 end sections '�' SECTION LINE (LINE "A") S 12" CMP t° N R C2 C2 R Coordinate all work around shallow N N R C2 - N ravel S .� C1 waterline with Carmel water & S App. Ex. 16' R/W N Wastewater utility. N N P 00 �� U 00 P © 00 P S 00 r\ el � N _ 40' R/W 40 R/W - - - - - - - - - — G — W — — — - - - -40�R/W - - - - - ApP. x. ,� — — — 449,-, 5�R& — — — — — S +59 +47.9 ,� Str. No. 20 R/W w Catchbasin Type R/W +10, 30.5 ft. Rt., +50, 30.5 ft. Rt. Construction Limits R/W ��D� H �' R�W.9 +50, Str. No. 18 C-15 with hood & CS +59 Str. No. 16A s� M 67' RT z Str. No. 13 +50, Str. No. 16 Existin p �\ Catchbasin Type C-15 2 ft. of 12" RCP + +81 M.H. Type J-4 & M.H. Type J- & �, 2 ft of 12 RCP +00 30 ft. Rt. yp 135 ft. of " RCP Catchbasin Type C-15 Monument a w k z Temp. 67' Rt _� 177 ft. of 36" RCP with hood & to be Reset .rn Q Q Str. �No. 20A for Driv a Existing Swale to be Restored 3 ft. of 12" RCP '` +50, 30 ft.Rt., ;- .5 ft. Rt. , o post Construction �' LOT 91 Tie to existing Curb (Typ.) � Q' M.H. Type C-4 & Constru V 14 Q• ( Str. No. 18A+70.8, CD C �' YOGANDER AND MADHU DWIVEDI M.H. Type J-4 & 145 ft. of 24" RCP sin T pe �, �, �, C.A. #4 �' LOT 93 CI. I Dth hod & °C t° E INST. #200300015482 Y 195 ft. of 36" RCP � a) KINGSBOROUGH COMMUNITY ASSOCIATION LOT 92 TROY A. AND REGINA L. FRANKS Req'd. 3 ft. of 12" Pie Q1 `� INST. #200300063483 (� (� a � � a� ro � �- > � �, > �- INST. #, 00300074568 0 0) O W a) o U a° v M U 0 0 a� a) v a) >_ a a � a > > � -W a CL Q) W a) �_ $ o L v L_ E > L V) +95.2, 25.4 Street Approach Req'd. L v v ,- F- _ 3 _ N _ _ L Ln >. u, _ _ > 3 a, Rep ace subsurface drainage tie Ocated 3 00 O O O O O *-q O Q1 N N O - a t0 a0 O i (0 O O O iD %D ,-1 a M a M N -0 � c9 ,� �( c� a M a Y a � under existing curb line a 00 1 C tD Y tD M I� %D O ,-1 O N •'-1 0 .-1 ,--1 0 V! ID � M a, 6 o6 M �' M %D M co of M o M o 0 o Lri JOANN E. MATORY a; � ,--1 -1 rl .-I ,-1 .-i It T E r-1 N � M M [t � M M 't 00 c0 O Ln M 06 rl .+ ri Lri rl Lr ri p, a) Lri ri N N �o �+ M ri o, M o INST. #200200098921 All R/W described from M � W � It Q1 M � .--1 Ln W (>3 t � 00 N r-1 In , 1 Ln Ln �F 1� M O ,-.1 M M N N M [r 00 00 M � W O O O N M It Ln 1� M tD %D r- � r i lD + + + + + + + + + + + + + + + + + + + + + + + Line "A", except as sh wn. + 910 STA. = 66+10.000 STA. = 68+34.17 910 EL. = 901.22 EL. = 898.96 V.C. = 200' V.C. = 200' 905 905 Profile Grade 900 1.0170 --�- _ 900 -0.72% Existing Ground 895 895 See Previous Sheet 135 ft. of 36" RCP @ +0.21% Req'd. Rt. 195 ft. of 36" RCP @ +0.21% Req'd. Rt. 145 ft. of 24" RCP @ +0.31% Req'd. Rt. 890 890 Storm Sewer Right Inv. 892.02 � Inv. 892.30 Storm Sewer Right Inv. 893.15 See Next o + ° Inv. 892.70 °o Sheet 885 885 d N N M N 0) M %D O M O O M O tD M It M ko n 1 0% N M + ( In 1 1 O O M 01 lD M O Ln n . I M O 1 lD N M It 8 8 0 00 0) 00 00 00 00 00 00 co 880 66+00 67+00 68+00 69+00 70+00 71 +00 R Bituminous Asphalt S Sodding, Nursery W Wedge and Level ��.�� T .,� HORIZONTAL SCALE BRIDGE FILE O O O H�'�1,A '- RECOMMENDED s- CITY OF CARMEL 1 -20 P Bituminous Recreational Path RC ROII Curb, Modified TA Truck Apron `�00::�FG RFO'•.�y� FOR APPROVAL g�^ j1271 VERTICAL SCALE DESIGNATION O O O - - - - '`� _ DESIGN ENGINEE DATE 1"=5' C1 Concrete Curb & Gutter Type II O PCCP, 4" (Colored and Stamped Grid Pattern) 890012 " STATE OF DESIGNED: RMH DRAWN: CLK SURVEY BOOK SHEETS C2 Alternate, Concrete Curb & Gutter Type III on 6 Compacted Agg, No.53, Base �; DITCH ROAD -i'� AHD I ANP': ��`� 7 of 55 OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped ---% TONAL �-�.� CHECKED: RBT CHECKED: RMH PLAN & PROFILE CONTRACT PROJECT C3 Concrete Center Curb Type C �� - ----- -- -- -- 04-06 XREFERENCES DITCH-TOPO; DITCH-PROP; DITCH-PROF; XR-PP-TIT; XR-CLIMITS; XR-P-ROW; XR-PP-LEGEND; XR-STORM; BLNtiein; rcprf001; FILE NAME R:\Roads\20043300\PP\PP-DITCH.dwg/ LAY-02 MRD\INT : 26-MAY-05, 16:03:23/jrc a a C a O 0 a) x 0- L L a a) a L L a W x a) a n – – a, 0 i° v o a) 0 a� v a) p p U r0 ro U a 0 E U 'a '' — — '- m L o 0 v v > 0 io 0 0 .F U a a U H U a a U H !— a a rn (A v a.•+ � N L E .� 0 O E L t..{ �. O C 00 00 O a1 �+ a a U + �_ + + O 00 U U M M + N U U tD C O + Q9 O + N N �^ 00 N w (� d- a `n M M ,� r r; o U) r,,i ,-i rn N rh v N ,-, a a ,--i ,•-i Ln M t0 r-1 i N 01 (71 N C M N F- N 00 M � N N O N r, N M N 00 M X Lrl1 N � r- 00 i M i t� O� O i 00 z M M N z '� + t� O N p M Ln n r-i BLOCK "D., + ^ m r; + + + + + + + + + + o + + � � 4 RINEHART FARMS, INC. � M + � SADDLE CREEK + + � + JOHN B. URBAHNS + 00 HOMEOWNERS, INC. N INST. #9551613 INST. #9551612 Existing M +65 35.7 ft. Cl. I Dr. INST. #200000006118 Monument + +40, Str. No. 26 Req'd. +331.8, 34.3 ft. Cl. I Dr. z to be Reset Tern . R/W for Req'd. Temp. R/W for M C82 f 24 RCP Drive Construction +50, Str. No 33 rn Drive Construction + +00, Str. No. 24 +20, Str. No. 29 +50 +82 +18 Inlet Type B 15 & r Inlet Type B-15 & Inlet Type B-15 & 62' Lt. Insert elbow and connect to Str. No. 2 62' Lt. 62 Lt. 62' Lt. 47 ft. of 12" CP 47 ft. of 12" RCP 47 ft. of 12" RCP with 120' of 4" PVC pipe +50 +82 R/W +44 +00, Str. No. 31 Remove drainage the Remove 28' of existing 4" PVC pipe. R/W R/W /W Inlet Type B-15 & Remove from R/W to structure 47 ft. of 12" RCP Construction Limits — _. a _ — S C* App. Ex V) R/W P 40' Prop. R/W a a S P - Qua Q P 0o S t0 N V 'Q t0 L t0 11 /It 9r 1 -0 ApjjjrEx. 16' R/W---,,, Remove c� RemoverR iv in T s N DITCH ROAD N 00 018'33" E - - DITCH ROAD SECTION LINE (LINE "A")_'___10 N X (S5" c� N E M o R C1 C2 N `,�° C1 R C1 C2 �o aJ 1 N oC = S N TR S ao App. Ex. 40' R/W P P 00 OA R/W - - - - - - - 40' R� — - - - +00, S t No. 21 — — — — — — — — — — — — — — — — — — — — — — — — — 15' 15' Construction Limits -�---� ------- Catchbasin Type +20, Str. No. 28 +00, Str. No. 30 +50, Str. No. 32 � C-15 with hood & Catchbasin Type Catchbasin Type Catchbasin Type L 2 ft. of 12" RCP 15' _ 15' Str. No. 25 a ------ C-15 with hood & C-15 with hood & p Remove 25' of 24" RCP C-15 with hood & LOT 93 a 3 ft. of 12" RCP 3 ft. of 12" RCP BLOCK "B" U 3 ft. of 12" RCP c 4 � TROY A. AND REGINA L. FRANKS Z +20, 29.5 ft Rt., +00, 29.5 ft. Rt., +50 29.5 ft. Rt. INST. #200300074568 ' c Str. No. 27 p Str. No. 30A a N Str. No. 32A rn L M.H. Type C-4 & M.H. Type C-4 & c U 0 YP M.H. Type C-4 & +00 30 ft. Rt. 116 ft. of 24" RCP 147 ft. of 24 RCP � E L X 177 ft. of 24" RCP N.E.P.L. o Str. No. 22 a �, __ _ W M.H. Type C-4 & w a–' a, � � w 95 ft. Of 24" RCP v M a° � a - --a_ o a� X 3 z z a° -C L M N tY : a a Y n I Z rip U _Ile Q) c CO O ..i p M _0 4-+ a 2 ° LOT 7 LOT 6 m LL m a- 0Y o rh '-' M o r� L � N m C� ^' r m �r to m M N M In (� C 00 "D M 00 00 M M rn V) °' iD ' . rn c' M U) All R/W described from LOT 8 r o L T 5 LOT 4 w rn o � C N ry o o ,ri + + + + Y + w Line "A", except as shown. + + + + + + 910 STA. = 72+41.00 910 EL. = 898.30 STA. = 75+45.49 V.C. = 200' EL. = 901.21 V.C. = 200' 905 905 900 Existing Ground ..............50% 900 -0.72% 0.96% Profile Grade 895 " +0.32% Req'd. Rt. 116 ft. of 24" RCP @ +0.31% Req'd. Rt. 177 ft. of 24" RCP @ +0.31% Req'd. Rt. 147 ft. of 24" RCP @ +0.30% Req'd. Rt. See Next Sheet 895 95 ft. of 24 RCP @ q Storm Sewer Right O 890 �n Inv. 894.36 Storm Sewer Right Inv. 894.80 7 Inv. 893.45 Inv. 895.00 O O Inv. 893.81 N + + 885 Inv. 889.16 885 to co [t M M M Ln O N n O It r" 00 tD Ln O M N 01 00 n Ln r� rl 11 _! M 10 O 00 M M -1 tD M 00 Ln 00 Ln to 't 880 00 00 00 00 W 00 00 0o 00 co + 00 00 M M M M M M 01 880 72+00 73+00 74+00 75+00 76+00 77+00 "%III�� HORIZONTAL SCALE BRIDGE FILE R Bituminous Asphalt SO Sodding, Nursery O Wedge and Level .``%� B; THi�' RECOMMENDED ' OP Bituminous Recreational Path RC Roll Curb Modified TA Truck Apron �00\'��-G,SrERFO'��0 % FOR APPROVAL �No. / CITY OF CARMEL 1 =20 O O P - __� __g - - 51271 VERTICAL SCALE DESIGNATION DESIGN ENGINEE� DATE 1"=5' C1 Concrete Curb & Gutter Type II O PCCP, 4 (Colored and Stamped Grid Pattern) = 89001 2 on 6" Compacted Agg No.53 Base =�° = SURVEY BOOK SHEETS C2 Alternate, Concrete Curb & Gutter Type III ,o ' �: __ __- - - DITCH ROAD '. STATE OF �� DESIGNED: RMH DRAWN: CLK HD I ANP' �� -- ---- 8 Of 55 OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped '• 'S `` CONTRACT PROJECT C3 Concrete Center Curb Type C ''�.,ONAL .``� CHECKED: RBT CHECKED: RMH PLAN & PROFILE -- - --- - - 04-06 IMAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; DITCH-PROF; XR-PP-TIT; XR-CLIMITS; XR-P-ROW; XR-PP-LEGEND; XR-STORM; BLNtiein; rcprf001; FILE NAME R:\Roads\20043300\PP\PP-DITCH.dwg/ LAY-03 MRD\INT : 26-MAY-05, 16:03:23/jrc X 0 0 n m a -`a (0 0 LLL z 0 O 0 0 m U a •0- a � Y Y O 0 0 C 0 O L L L C O d Q• (y, L L L M U') in C ° 0 ` i 0 /y'�rq A r- M ll1 It I� I� M W 00 W 00^O O O 00 + + �+ +. + O NN r min QP + + + Existing fence to be removed prior to 00 construction & reset after grading N completed. Temporary fence to be + Temp. R/W RINEHART FARMS, INC. constructed & maintained throughout for Drive INST. #9551613 construction. Construction N 100' TAPER N +00, Str. No. 35 +28,.9, 31.2 ft. Cl. I Dr. +40 Str. No. 37 + + +00 Str. No. 42 Inlet Type B-15 & +15 Req d. Inlet Type B-AR Inlet Type B-AR 47 ft. of 12" RCP 57' Lt. +41 47 ft. of 12" 47 ft. of 12" 57' Lt. Remove +41 Ln `O• +15 R W 06 0 Construction Limits R/W — — / — — — — — — — — — + — — — — — — ± — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — oo- - - - — — 40' Prop. R/W o0 S kD N - 6" CMP C App. Ex. 16' R/W TR C2 1O C2 N c* Remove C2 aC DITCH ROAD - N 00°18'33" DITCH ROAD SECTION LINE (LINE "A . N N N C1 R C2 C2 C1 R C2 N S rr N S —••- - P 0 0 \ P 00 15' 15' — — — — — — — — — — 4�, R�WW — — — — — — — � _ _ _ Ap p�.Fx.�0' •PAW 40 R/W +40, Str. No. 36 Construction Limits �� +00, Str. No. 41 Relocate Existing Inlet Catchbasin T e +44 w �'� Q �- +00 Str. No. 34 Type � cP. +52 v Catchbasin Type C-15 behind multi-use path C-15 with hood & 3 R/W tK F R .� ' v& Relocate Existing Inlet U o on existing pipe and Catchbasin Type C-15 ft. of 12" RCP �� p /W p�� * �� behind multi-use path with hood & Remove remaining with hood & 3 ft. of 12 — a c a 3 ft. of 12" RCP 11 +40, 29.5 ft. Rt., Stone Wall—""*' c RCP tv� Stone Wall �° ��° p� on existing pipe and Remove X z 1 ° ,` 9 P +00, 29.5 ft. Rt., BLOCK "A" Pipe Str. No. 36A a Remaining Pipe o M.H. T e C-4 & w' �� J�� S � �c Str. No. 40 +00, 29.5 ft. Rt. YP ao Str. No. 34A 137 ft. of 24" RCP Q J �fa.Re 'd• 1S, � �� M.H. Type C�4 & aD +98.5, 9.2 Street Approac q 257 ft. of 18 RCP ro E s M.H. Type C-4 & o � (A a ° 147 ft. of 24" RCP o BLOCK "B" Replace subsurface drainag o the located ,.a) M 0 m O under existing curb line 0 v BLOCK "A" N C P I..L W -0 a-J a) � L L L L L E L C- C. W L-&- '- �, L' v •'•E• �-' d a) N (pLL� (OLLf6��(OLL (OLLLL LL LLL�LLt O(0 L LL O t(0� LL L�S=L �.l=L� (0 f0 (OLC�C O fO�L O 4) a O N p a =�u► Ln�=u► m= vim- � �= inviwcninLn�� w�in �viJ— vi Iu►�' �U �Nwui ow� � Inin� vi �==�i^�i^��^a>Lnv► C ra o L O a» ��a»n ��a »E =3Mn =1 =3 =1 a � � =3 :3, � ��»=1 =1 =3 �a'aa ��`.�� LL �� 0- a° LOT 63 a — E a a mmCoL mCo mm mm CoComCo Corn Lm Commm mm L Lm mCo m�Co mm Lm Comm LCommm mm -mL=Co mCo > L = L__ L - L _ _ _ _ F-= _ _ _ _ C L(� �_ _ _ Cz_ _ _ _ i"'= _ _ �_ _ _ Q) CC C= = C(�7�~W_ > �_ _ (O Q OO m (/� �— fu 3 (0 LOON- LNOLNOLNO C:=NOOOOO- 00000 OLmL= - O NO•°_L10�0 0�= NOON= ONTO LL L000•-0= L-� O �m0 `—° 7 LOT 62 rn o_ LL OC L. W LL F- d LL Umm-im U�--IMU�--IMU+-(MU+ �MMMMMMM MMMM M(n(Jd MM (M(ndMaM MNM+ �MM.iMMr�N MW()()()MrI(nMMLLNd�+ �M z LOT 61 L M [a C(- W lD N 't M �OInNCO[tQ»tl1�DI�000OOONI�tDtO�OMI��I�, Nt'NIO I'M *4OMNtDCD MOM r,,N0MlDM%D_Or�kDq'MNMIONt, i'OIO � N rn N Z�D r- 06 N tD 00 O NQ�Lnt nN.-in-;c6 11Lnp;00Nk6k6c6NQ'ON111tDM00001 M�'000 N4 t0+--(mc6r� 4r�6rN�DL111D01�N Ofd, iUl(TN�D�DMM00M000 + i u1 rn !n N LOT 4 z v L T 5 � in in�tD't tnt0 Ln m Ln m d �D tD tD tD tD tD lD LnLn 1p tD Ln Ln in t0 Ln�tD sr tD tD ul tDU1111 vvl t0 �O M t0 z Lrl N M ►n ni LOT 3 M LOT 2 N `�' m rn QiO'�'� �ItOoM ` - °T"° 1 -OtN� i00 mr-i%DM-N' 4 M M 001�Q»It Q1N0MkD%DqtONOM0O'trft001�u1Ln LprT 60 All R/W described from r N o M r O •p 0 O p� r. +�r��N00(11MOOn C°r-�tD01NO(:)u �I11MT �tOpQ�tn i"0 ITCW L C)M. i Ln�D�00tD�OO�LnNQ�tOJ�7+Tit�D00+-(COMOtoM.1C0(11M N It 0 r\ (n -0 NLntDMLnommk0Ml1 61MuYt 'tLnlD'TtDf��DI��kor, tDI�It lO %D 111 ll1�,�1l1�tN� NN�LnN�tDN��ON�ttDM�tDd�nl�Mll1C0MLn00MI fl r- N M „ „ } + + + M + + + " +++ ++ ++ +++++ + + +++++ ++++ ++++ +++++ ++ , � ++++++ + ++++++ + ++++ ++++++++++++ + +++ + + Line "A", except as shown. STA. = 78+04.06 915 915 EL. = 899.92 V.C. = 200' STA. = 80+70.73 EL. = 903.45 9101 910 V.C. = 150' STA. = 82+07.45 EL. = 902.77 905 V.C. = 100' 905 �— -0.500/ �5II°/o YO 900 Profile Grade 900 9 0 0 Existing Ground 257 ft. of 18" RCP @ +0.30% Req'd. Rt. 247 ft. of 18" RCP @ +0.31% Req'd. Rt. +0.31% Re 'd. Rt. 137 ft. of 24" RCP @ +0.33% Req'd. Rt. 895 895 147 ft. of 24 RCP @ q Storm Sewer Right Inv. 896.46 Inv. 895.25 o Inv. 895.69 0 890 0 + 890 0 0 In .i lr O O � � O O O 00 O 0 00 N 01 N M f" lD Q�1 r-i ri O 111 , � N N M M M M M N N M M M 885 88 5 ° 0 �' �' 0' " O O 0 0 0 0 0 0 O°1 00 0 CD CD C) C3 0 C) 0 C) 0 � � � O, 78+00 79+00 80+00 81+00 82+00 83+00 ` '' HORIZONTAL SCALE BRIDGE FILE O Bituminous Asphalt O Sodding, Nursery O Wedge and Level •� g . THp '�., 1"=20' �4\� ........• X1,0 � RECOMMENDED --- CITY OF CARMEL . FOR APPROVAL 5 2 7 VERTICAL SCALE DESIGNATION OBituminous Recreational Path RC Roll Curb, Modified TA Truck Apron ;�.. - - - - �- --1 - O _ N o• DESIGN ENGINEE DATE 111=5' C1 Concrete Curb & Gutter Type II 1 PCCP, 4" (Colored and Stamped Grid Pattern) 890012 SURVEY BOOK SHEETS 0 on 6" Compacted Agg, No.53, Base STATE of , �� DESIGNED: RMH DRAWN: CLK DITCH ROAD C2 Alternate, Concrete Curb & Gutter Type III — - - -- - - 9 of 55 OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped ��'',;�ONAL -�;:`�� CHECKED: RBT CHECKED: RMH PLAN & PROFILE CONTRACT PROJECT C3 Concrete Center Curb Type C 04-06 �MAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; DITCH-PROF; XR-PP-TIT; XR-CLIMITS; XR-P-ROW; XR-PP-LEGEND; XR-STORM; BLNtiein; rcprf001; FILE NAME R:\Roads\20043300\PP\PP-DITCH.dwg/ LAY-04 MRD\INT : 26-MAY-05, 16:03:23/jrc a) a) O Q) X (1) a) a) X (1) 4-' 4-' 4' a-' a) O 0) a) a) a) a) a) a) a) a a) O X X C �C a) a) a) - O a) a) a) a) O O a) a) a) O a) (n V) to O U) (3) (3) a) a) a) (3) O a) L a) a) (1) (1) O L (1) O O 0) L _L L O O L L L L m L L L � L O O O O L L L L L L L 0. L L L L L m co (� F- F- F- F- — F- a a a 0- F- F- F- F- F- F- F- F- F- F- F- F- cn g CL a) a) L M M M M o M M M tD 06 0) N M M M M M M M M Ln M M M M O � M 0 o M v a) � : + M M t7 In C1 N M In (+� M t!1 M l!1 ll1 111 v Ifl In In + O Q C1 N a) a a1 O + 41- N N N N 1 /'1 @ N N N � N O N M '0 O N N N N N N 1� N N N N N M d O m ,i a �l1 M r_ t0 In In 6�I F- N cr C� Lr N Q) O� Qi /Y� O *1 N M N kO c N (n N O M �,/��J N O F- F-. O 00 In M L �J�, W (DO \,/l./ N � L!1 M O N � N r O r< t0 I ,vj tD + + + + r-1 6 O tD O Ln .-� tD r-i t0 ,--1 O1 l0 M + 3 It Lr) rl� 00 00 1 d tD ^ L� (14 M U') tD 00 M � N It Ln n (h tD M , M N „� O + + + + + + + + + + + + + + + + ,� + + + + Lr) + N N ^ 0- r4 r4 w + ATUL AND BHARGAVA t�+D + + + O z INST. #9609635700 Existing fence to be removed L W for prior to construction & reset + p - after grading completed. struction 0 150' TAPER 2 ft. Cl. I Dr. 0 Ln +50, Str. No. 45 `k6 +50, Str. No. 51B to Inlet Type B-15 & +89 + +75 Str. No. 49 + urb transition 6" to 0"'mm7 47 ft. of 12" RCP 48' L • 2 � Catchbasin Type E-7 ' Lt. ° Inlet Type B-15 & 26 ft. of 12" RCP oo & 38 ft. of 12" RCP Construction Limits +89 +12 0 R/W R/W + ,_. ._ — — — — — — — — — — — ��tr-fdo--�1 — � �M W END PROJECT �� - - - - - — � - - - - + STA. 88+88.54 LINE A Inlet Type C-15 & S P S 40' Prop. R/W co P oo P t. of R U) +13, Str. No. 51A 00, a Catchbasin Type E-7 k Q � � � & 61 ft of 15" RCP S TR 1, L"_r A T N _ TR N in APP. Ex. 16' R/W R cv C I d[V fV 12 CMP Remove C1 0 12" C Sawcut & Patch 1 Re rade existin DITCH ROAD _ SECTION LINE (LINE "A") DITCH ROAD Remove/ '� R ditch to drain. T' N 000 18' 33" E bA C3 R � P.I. STA. 88+88.55 "A" C1 NW CORNER, NE 1/4 SEC. N 9 C2 R N `° R C1 C2 22, T 18 N, R3 E 1" 0 PIPE S N C1 Q\ REFERENCES C FOUND PER COUNTY S Sawcut & patch 00 P co P P App. Ex. 40'RJaP" — — — — — — _ — — _ _ S S �Mp � Construction Limits/ — — — — — — — — — +507 STr. No 517-+App. Ex. R/W App. Ex. 50' R/W Catchbasin T Cu � u o transition +50, Str. No. 44 R/W +75, Str. No. 48 Type Catchbasin Type C-15 Catchbasin Type C-15 C-15 with hood & 12 with hood & 3 e of 5 with hood & 7 ft. of 12" ft. of 12" RCP +10, Str. No. 53 7R��egrade di existing y Catchbasin Type E-7 ditch to drain. RCP +50 29.5' Rt. RCP ao & 58 ft of 15" RCP �. +50,29.5 ft. Rt., Str. No. 43 +75, 29.5 ft.Rt., Str. No. 52 M.H. Type C-4 & Str. No. 48A /2 M.H. Type C-4 & F- w 247 ft. of 18" RCP M.H. Type C-4 & 72 ft. of 18" RCP w Ln N E P•L• BLOCK "A„ 0 323 ft. of 18" RCP 150' TAPER a) _ o a) a) a) L 0 a LOT 63 L° LOT 64 �, v 110 rn z C c F- LB O Y � p 7 ft3 _ l71 21 _ l71 Y rl L� J a a (D (D (D CD M cn in M in a M , L N n 10 Nt 0� � In N 00 01 00 00 00 Ln M M M M Ln Qt Ln M N M M M M Ln Ln Ln Ln -1 ri LOT 65 N Ln All R/W described from Oo 6, M _- � C Lri M 0) O N n ,i N N n M + + + + + + Line "A", except as shown. + + + + + + + 915 END CONSTRUCTION 915 P.O.T. STA. 88+88.54 LINE "A" Storm Sewer Left ,M-L STA. = 86+36.42 EL. 904.03 o Datum) 7 ft' above + EL. = 904.91 + I (TYP•) 910 V.C. = 150' 910 61' of 1 511 RCP 3.47% Re 'd• Lt• 905 Profile Grade Inv. 901.89 905 --86 -0.35% Inv. 899.77 Existing Ground 900 900 2 ft. of 18" RCP @ +0.30% Re 'd. Rt. 72 ft. of 18" RCP @ +0.30% Req'd. Rt. Inv. 901.36 See Previous Sheet 323 q Inv. 900.36 895 895 Inv. 898.18 Y, Inv. 898.40 0 58 ft. of 15" RCP @ Inv. 897.21 ,.n o o + + +1.43% Req'd. Rt. + Ln 890 + 890 00 O M 4 00 't M N 00 +•-L 01 O to O 0) M N M r r- M CN Ln N 00 � O t0 0) Ln tD O V) Ln M Ln rI 885 885 84+00 85+00 86+00 87+00 88+00 89+00 HORIZONTAL SCALE BRIDGE FILE O Bituminous Asphalt O Sodding, Nursery WO Wedge and Level �� 8 ' TH A R �'�A RECOMMENDED �—� 1"=20' CITY OF CARMEL 0 ..�o�sr£ f.• � Bituminous Recreational Path Roll Curb Modified FOR APPROVAL g5/27 f VERTICAL SCALE DESIGNATION OP RC TA Truck Apron � � - � N0. � . �. DESIGN ENGINEE DATE 1"=5' C1 Concrete Curb & Gutter Type II O PCCP, 4" (Colored and Stamped Grid Pattern) _ 890012 on 6" Compacted Agg, No.53, Base STATE OF DESIGNED: RMH DRAWN: CLK SURVEY BOOK SHEETS C2 Alternate, Concrete Curb & Gutter Type III DITCH ROAD :�o,� . MHO i ANP.' ��t,`� -- ----- --- ------ -- --- - 10 of 55 OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped S�ONAL �-�;:� CHECKED: RBT CHECKED: RMH PLAN & PROFILE CONTRACT PROJECT C3 Concrete Center Curb Type C ''�0NAL�� 04-06 6AGL FILES XREFERENCES DITCH-TOPO; DITCH-PROP; DITCH-PROF; XR-PP-TIT; XR-CLIMITS; XR-P-ROW; XR-PP-LEGEND; XR-STORM; BLNtiein; rcprf001; FILE NAME R:\Roads\20043300\PP\PP-DITCH.dwg/ LAY-05 MRD\INT : 26-MAY-05, 16:03:23/jrc 2' O O O O 2' O O O O W / 8- 16' I + + + + (n M ��/ � 6 8' 1 I EB �✓ W (3) +70.9 "An Q asphalt 40' Lt. L - - C +57.53 „A I �'�, ��• P.I. STA. 62+62.36 LINE "A"= +58.03 P.I.. STA. 50+00.00 LINE "S-1-A" R 40' Rt. 2 BLOCK "C" 16 Prop. R/W SADDLE CREEK HOMEOWNERS, INC. / Typ '< INST. #200000006118 S S d � +75 tr. No. 60 �a +16, Str. No. 57 / �� 73.44 TAPER Inlet pe B-15 & BEGIN INCIDENTAL `'� 105.00' TAPER Inlet Type B-15 & 75 F of 12" RCP STA. 45+00.00 LINE "S-1-A" 0 N 64 Ft. of 12" RCP Qto�/ C1 C2 0 rn a'e ,°n 0 N +00, Str. No. 55 Lrn 610 + °' 10 +97.82 "S-1-A„ / C1 `b Q' + Inlet Type B-15 & + / R to ' ui 910+ 40 Ft. of 12" RCP 40' Lt. / p �\� �Q +Ln Construction Limits / PQQ• w Tie to exi4in 00 sidew k p - M? 00 00 \`r0" - 00 curb, yP•) T Q r-4 0 910 `o 1 `�' o ,Q gravel C1 TA S N C1 R C C �3 TA 1� J z ��o � � R N SECTION LINE (LINE "S-1-A" C4 2 p 9VIX W C3 asphz It , S _ I— 0 4' C2 L 1 ' 18' TYP. S N 89 03626" E S N 9 018'16" E S 141ST STREET C1 X90 R N J �n N RC 6,, Y o'y grave C1 S R ��'' °�� RC � C 0 W Q� �o S P S oo _ 1 ti �"' �' � App. Ex. 40' R/W Construction Limits C:) -� TR +00,"S-1-A" z Str. No. 54 R Catchbasin Type +00, 23 ft. Rt., "S-1-A" +97 "S-1-A" landsca a C-15 with hood & 2 Str. No. 54A 40' Rt. �} N.E.P.L. ft. of 12" RCP 111 ftyofel2" RCP � A'`O,a ` � C1 � „� Q�Q• �1 -- \ 0 149.12' Taper � ,Q C2 N + N C1 Temp. R/W 182.63' Taper �� O Prop. R/W + + R + ,0n N S Q P +25, 30 ft. Rt., "S-1-A" k6 37.37 Taper Fps• +16 "S-1-A" z Str. No. 58 asphalt + + +59.98 "A" J M.H. Type 3-4 & Str. No. 56 40' Lt. R 113 ft. of 36" RCP Catchbasin Type o L 0 C-15 with hood & +55.86 —4 o o +53.25 "A" Q ti� 2 ft. of 12" RCP 2' 40' Rt. X BEGIN CONSTRUCTION +13, 40 ft. Rt., "s-1-A" x I 1 2 QL? �� LOT 126 Str. No. 56A ,,_, 8 6 S 0_6 P.O.T. STA. 46+25.27 LINE "S-1-All All R/W described from M.H. Type C-4 & Qu? ( 8' Q `t Line "A", except as shown. 108 ft. of 12" RCP Q�° 915 125.27' Incidental Contruction i Wedge & Level �`! FOR ROUNDABOUT DETAILS SEE SHEET 13 915 5 °o N STA. = 47+79.72 STA. = 48+96.86 + + EL. = 904.03 EL. = 899.35 °0 u^, o Ln BEGIN CONSTRUCTION V.C. = 100' V.C. = 60' o M r- rn 910 P.O.T. STA. 46+25.27 LINE "S-1-A" � Oil 910 EL. 903.76 II w II w U) U) O S Existing Ground F: ~ C.� 905 O O 0.24% a a 900 -4.00% 900 Profile Grade 0 % Storm Sewer Right _0.68% IR 111 ft. of 12„ RCP @ -2 895 -2.81% Re Inv. 896.68 d• Rt. Inv. 892.00 895 Storm Sewer Right Inv. 894.00 890 Inv. 893.56 Inv. 893.08 890 108 ft. of 12” RCP @ -1.46% Inv. 891.50 40 ft. of 12" RCP Req'd. Rt. @ +2.00% Req'd. Rt. tD d' 00 M O 00 N O d N M 00 N O U) It a% to Cn Cn Cl M M � n tD 1 l n -i O N O +i O � N O tD N tD O tD O1 lD 885 00 00 00 00 00 00 00 00 Mo � o Mo M0 885 °, °, °, °, M co M � °, 00 C0 °, 46 + 00 47+ 00 48+ 00 49+ 00 50+ 00 �111+1iil+h, HORIZONTAL SCALE BRIDGE FILE OR Bituminous Asphalt S Sodding, Nursery W Wedge and Level •�� B ;.rHOM,o RECOMMENDED 1"=20' �' CITY OF CARMEL � ..� fpF.•,`Sp'� 0 5 2 7 VERTICAL SCALE DESIGNATION OP Bituminous Recreational Path RC Roll Curb Modified TA Truck Apron ; o : o •. y; FOR APPROVAL 1 N = DESIGN ENGINEE DATE ' C1 Concrete Curb & Gutter Type II J PCCP, 4" (Colored and Stamped Grid Pattern) = 890012 = 1 =5 O on 6" Compacted A No.53 Base %� ''. STATE OF :' �� DESIGNED: SURVEY BOOK SHEETS P 99� � .� G RMH DRAWN: CLK C2 Alternate, Concrete Curb & Gutter Type III �o,�• -. P: �� -% -- ---- - - - 141ST STREET 11 of 55 OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped CONTRACT�� PROJECT C3 Concrete Center Curb Type C '.,j4NAL��% CHECKED: RBT CHECKED: RMH PLAN & PROFILE 04-06 XREFERENCES DITCH—TOPO; DITCH—PROP; 141ST—PROF; XR—PP—TIT; XR—STORM; XR—CLIMITS; XR—PP—LEGEND; XR—P—ROW; BLNtiein; rcprf002; FILE NAME R:\Roads\20043300\PP\PP-141ST.dwg / LAY-01 MRD\INT 26—MAY-05, 15:41:39 / alittlepage 1 o °0 °o °0 e 6, 16' 6 8 1 I + + + + + ,-_1 N M L C +57.53 "A" LI) U) M � R 40' Rt. I Prop. R/W T 6 yp S S +75, Str. No. 60 DAVID A. WATTERS Inlet Type B-15 & INST. #200300020313 9_3 75 Ft. of 12" RCP o C1 C2 �o w C1 +08.15 "S-1-A" R7,`�Q. ` ko 40' Lt. 155.65' TAPER END INCIDENTAL R �O ,Q STA. 54+00 LINE "S-1-A" V31 'y p W ch S 40' Prop. R/W 40' Prop. R/W ,P,\ z M p, oo — _ Construction Q 1 o S ^ Limits S — - ° ��' 6 — — — — — —' Concrete Curb & Gutter Turnout ' J z C 100 _j + asphalt °� s.9 TR U � gravel Q S ,-i 0 4 18' TYP C2 C2 C1 SECTION LINE (LINE "S-1-A") asphalt 03626" E S N E 9 018'16" E S 10' R 141ST STREET R asphalt N 89 01 '16" E °� L C1 N grav RC X W C Taper 15:1 S z = Construction O w N 0' P S ,6 Construction Concrete Curb F-i z u) � Limits & Gutter Turnout + Limits U) o si i o° App. Ex. 40' R/W z +08.15 "S-1-A" S 40' Lt. Ex. R/W Brick Wall C1 00- QQ' �1 40' Rt. "S-1-A" Brick Wall END CONSTRUCTION C2 �� "cA 227.44 TAPER P.O.T. STA. 53+37.00 LINE "S-1-A" C1 Temp. R/W 00 Prop. R/W +75, " -1-A" N R +S Q P +25, 30 ft. Rt., "S-1-A" Str. No. 9 kD w Str. No. 58 Catchbasi Type + z M.H. Type J-4 & C-15 with h od & 9 J R 113 ft. of 36" RCP ft. of 12" RC C L +671 46 ft. Rt., "S-1-A" � +53.25 "A" Str. No. 59A 2 x � 40' Rt. M.H. Type C-4 & 2' w °C 40 ft. of 12" RCP in 6' S 8, Q V. LOT 142 V. EDWARD AND DIANA J. GROGG All R/W described from IN T. #9809849118 Line "A", except as shown. 915 4DABOUT DETAILS SEE SHEET 13 0 63.0' Incidental Contruction o 7 i 1 5 o ° ° ° `r' STA. = 52+06.90 M 00 rn STA. = 51+02.11 EL. = 902.44 + + + 00 EL. = 899.35 V.C. = 80' END CONSTRUCTION 910 'j' ii J V.C. = 60' P.O.T. STA. 53+37.00 LINE "S-1-A" 910 ii w EL. 901.92 d Ln 905 0 905 - Storm Sewer Right o 900 900 -0.68% Profile Grade Existing Ground 895 Inv. 892.00 895 Inv. 894.00 890 Inv. 893.08 890 Inv. 891.50 See Previous Sheet 40 ft. of 12" RCP @ +2.00% Req'd. Rt. O O °� r� O I� to I� to to O N O 00 I� +-i O I to 01 io CY to N rl. 1, O M N 00 O U! O Ti O 885 Mo ONo Mo 00 00 00 00 0 0 0 0 885 co 01 00O 00O OO OO OO OO O O O 50+ 00 51 + 00 52+ 00 53+ 00 54+ 00 55+ 00 O Bituminous As p halt O Soddin g, Nurse ry HORIZONTAL SCALE BRIDGE FILE g �� ''•ksrf' M'°�'�''. RECOMMENDED �-- CITY OF CARMEL 1 =20 OP Bituminous Recreational Path RC Roll Curb Modified TA Truck Apron ��0�: �G RFO. p�� FOR APPROVAL �� g X27/ VERTICAL SCALE DESIGNATION ' = = DESIGN ENGINEE DATE 1"=5' C1 Concrete Curb & Gutter Type II O PCCP, 4" (Colored and Stamped Grid Pattern) = 89001 2 on 6" Compacted Agg, No.53, Base �� '. STATE OF �: DESIGNED: RMH DRAWN: CLK SURVEY BOOK SHEETS C2 Alternate, Concrete Curb & Gutter Type III �°,� -. P : �`�.� -- --- ------- -- - 141 ST STREET 12 of 55 �� ` NDIAN N�`� OX Letter Denotes Mod. Curb Ramp Type; Colored and Stamped •,,�5��' "'��``�-P CONTRACT PROJECT C3 Concrete Center Curb Type C ,'11 NAB��. CHECKED: RBT CHECKED: - RMH PLAN & PROFILE 04-06 IMW,L FILL, XREFERENCES DITCH—TOPO; DITCH—PROP; 141ST—PROF; XR—PP—TIT; XR—STORM; XR—CLIMITS; XR—PP—LEGEND; XR—P—ROW; BLNtiein; rcprf002; FILE NAME R:\Roads\20043300\PP\PP-141ST.dwg / LAY-02 MRD\INT 26—MAY-05, 15:41:39 / alittlepage O O O I a° O O O O O I O O + + + + + d' ~ un U) 0 W � � Ifl-O Q I 2' 2' 2' 61 16' 6' 8 � I L b C P.I. STA. 62+62.36 LINE "A"= +58.03 R I P.I.. STA. 50+00.00 LINE "S-1-A" 16, Prop. R/W Ty'd• S S 105.00' TAPER 73.44' TAPER Q� / 3 00 00 N Qc°� C 1 C 2 00 N try / C1 00 0) o 155.65 TAPER O Ln 00 + � p R � � �Q p °+' 1- o 0) `," ti � 0 40' Prop. R/W — — — — —+ App. Ex. 4 0' PjW — — — — — — — — — — ��\ M S P- - - - - - o0 1 O, a 0 S _ S _.. 10 w O — — %0 t0 z O �v?, t6 — J C t\ C1 S N 17-4 C1 R C cR otX 59 L N SECTION LINE (LINE "S-1-A" 4' CP U Q � N F- O 41 C2 S C2 C1 SECTION LINE (LINE "S-1-A") L S N 89 036'26" E N 89°18'16" E S 10' R 141ST STREET R 141ST STREET C1 S 1�, oti�� C1 N N � N S R �'-,, �ti �,� c C1 , w Taper 15:1 S z C cV ~ � � w � TA 10� S + _ - - S P S oo a0 1 U z — Sw ,-A -- W 0 �. o — — —' App. Ex. 0 40' R/W z R RC S as \ F-� 0) App. Ex. R/W rn 'Oro C1 „� / 0 40' Rt. "S-1-A" 227,44' TAPER 0 149.12' Taper ,N ,� '� �Q�/ •Q�' C2 C1 Temp. R/W + N + N "!, ` ` P � 182.63' Taper ° - o + + R S a P LEGEND Ln w i6 37.37' Taper + + J R Prop. R/W C1 Concrete Curb and Gutter, Type II C L C ° C2 Concrete Curb and Gutter, Type III +55.86 21 �� / 2' Z' / O Recreational Path 165 Ib./yd.2 HMA Surface, Type "A" on 8' 6' S 6' 8, I x 3: 275 Ib./yd.2 HMA Intermediate, Type "A" on Nit w 5 of Compacted Aggregate Base, No. 53, on 14' a o Compacted Subgrade a O 165 Ib./yd.2 HMA Surface, 9.5 mm on 275 Ib./yd.2 HMA Intermediate, 19 mm on 330 Ib./yd.2 HMA Base, 25 mm on 330 Ib./yd.2 Intermediate, C19 mm on 14, I 330 Ib./yd.2 HMA Base, 25 mm Subgrade Treatment Type "C" I RC Roll Curb, Modified I � TA Truck Apron OS Sodding, Nursery w z !n O PCCP, 4" (Colored and Stamped) zz on 6" Compacted Aggregate Base, #53 LH f U w Ln HORIZONTAL SCALE BRIDGE FILE ......Ho0'.,' RECOMMENDED �-- CITY OF CARMEL 1" = 20' \STER f ��0. '�` Fo'•.�.y FOR APPROVAL g5 VERTICAL SCALE DESIGNATION DESIGN ENGINEE DATE NONE 890012 SURVEY BOOK SHEETS O STATE OF DESIGNED: RMH _ DRAWN: _ TLM DITCH ROAD & 141 ST STREET 13 of 55 % /0NAL CHECKED: RBT CHECKED: RMH ROUNDABOUT DETAILS CONTRACT PROJECT s � � " �� 04-06 IMAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; XR-TITLE; XR-CLIMITS; XR-P-ROW; BLNtiein; stampRBT; FILE NAME R:\Roads\20043300\DETAILS\ROUNDABOUT.dwg/ LAY-01 MRD\INT : 23-MAY-05, 14:15:07/ alittlepage 63+35.91 "A", 14.66' Rt. O O O EI. = 900.63 C) 0 � 63+42.65 "A", �� 63+18.26 "A", 11.14' Rt. _ � �" 63+43.32 A , 63+4 3 50+12.12 "S-1-A", 55.70' Lt. � 19.11' Lt. U) I El. - 900.57 El. = 900.99 N" 63+16.19 "A", 18.72' Lt. = El. = 900.57 49+81.94 "S-1-A", 54.06' Lt. El. - 901.01 50+48.3 "S-1-A", 57.46' Lt. _ 63+33.20 "A", 63+20.7 "A", 47.25' Rt. 24.63' Lt. El. = 900.59 El. = 900.65 50+01.3 "S-1-A", 75' Lt. El. = 900.64 50+01 "S-1-A", 57' Lt. P.I. STA. 62+62.36 LINE "A"= El. - 901.00 P.I.. STA. 50+00.00 LINE "S-1-A" 49+37.8 "S-1-A", 43.17' Lt. _ 63+04.8 "A", 62.72' Lt. 0 010 El. = 900.07 0 50+36.66 "S-1-A", 43.65' Lt. _ 63+06.6 "A", 35.89' Rt. El. = 900.95 50+70.91 "S-1-A", 24.42' Lt. Q 0 El. = 899.57 W = o\o � z , o o 49+26.74 "S-1-A", 16.07' Lt. -� El. = 899.53 49+51.1 "S-1-A", 29.36' Lt. = 50+53.89 "S-1-A", 18.56' Lt. _ 62+91.1 "A", 49.21' Lt. 62+81.87 "A", 53.56' Rt. 49+43 "S-1-A" El. = 900.98 El. = 899.93 50+57 "S-1-A", 0.01 LINE "S-1-AI 0.0' 49+44.32 "S-1-A", 12.21' Lt. = El. - 899.92 El. = 899.90 62+73.87 "A", 55.82' Lt. - El. = 899.89 141ST STREET LINE "S-1-A" - - - _ - 50+75 "S-1-A", 50+55.62 "S-1-A", 12.47' Rt. = 0.0' 62+50.88 "A", 55.84' Rt. El. = 899.56 141ST STREET 49+25 "S-1-A" „ El. = 899.91 0.0' 49+46.2 S-1-A , 18.81 Rt. _ El. - 899.54 62+42.88 "A", 53.56' Lt. El. = 899.91 50+47.9 "S-1-A", 30.89' Rt. _ 62+32.3 "A", 48.46' Rt. El. = 900.61 50+73.18 "S-1-A", 16.40' Rt. 0\0 F0 El. = 899.55 49+29.20 "S-1-A", 24.74' Rt. DK 0 El. = 899.55 49+63.91 "S-1-A", 44.12' Rt. _ 62+17.8 "A", 35.53' Lt. El. = 900.50 010 �0 0 49+88.96 "S-1-A" 55.92' Rt. = 50+16.3 "S-1-A", 54.61' Rt. _ 62+06.3 "A", 10.33' Lt. 49+99.3 "S-1-A", 62+08.05 "A", 17.31' Rt. 50+61.2 "S-1-A", 44.37' Rt. _ El. - 900.61 57' Rt. El. = 900.66 62.19.7 "A", 62.01' Rt. 61+88.60 "A", El. = 900.62 El. = 900.23 13.60' Lt. EI.-= 900.25 49+99.1 "S-1-A" 75' Rt. El. = 900.26 61+90.9 "A", 22.78' Rt. El. = 900.30 49+52.5 "S-1-A", 57.96' Rt. _ 62+03.8 "A", 46.76' Lt. El. = 900.14 61+81.5 "A", 16.98' Rt. 61+81.3 "A" El. = 900.2 10.16' Lt. El. = 900.2 HORIZONTAL SCALE BRIDGE FILE r 1" = 10' T Hp�1,o'% RECOMMENDED �-- CITY OF CARMEL `�00�.��o�SrERFo;`s0 = FOR APPROVAL gj_/27� VERTICAL SCALE DESIGNATION DESIGN ENGINES DATE N0. NON 890012 _ SURVEY BOOK SHEETS of 55 u p_ & STATE OF ;'�� DESIGNED: DRAWN: TLM DITCH'CH ROAD 14.1 ST STET 14 %�'n /A, I ANP' ��;� CONTRACT PROJECT -''',es, � CHECKED: RBT _ CHECKED: RMH ROUNDABOUT ELEVATION DETAILS 04-06 XREFERENCES :XR-TITLE;DITCH-PROP;stampRBT;XR-P-ROW;BLNtiein; FILE NAME R:\Roads\20043300\DETAILS\ROUNDABOUT-ELEV.dwg/LAY-01 MRD\INT :08-APR-05,14:32:52/jrc O O O O O O O O O O Acorn Typ. Black powder coated finish. T N �. U) 1" round alum. tube cast -H decorative bracket and finial ball. Black powder coated finish. VI/ 141ST ST.-201 W '^ R4-7 ----- ---- 146 TH ST. E.G4RMEL DRIVE w v' D3-1 D3-3 z TO DITCH RD. 1141ST ST. Black �/" alum. sign. Black insert -H TRAFFIC __ - - Kingsgat�Drj. 8 g o w FROM DITCH R=D_ 41� _ _ _ - w/6 Times D white reflective vinyl ,_, ,0 z 2O 2O --- - — D3-4 graphics as per Carmel D.O.T.; W11A-2 J LEFT M.P.H. M.P.H. D3-2 Duplicate size of sign with longest 00 3 O.D. Y8 wall, black powder T z Lemond ED]copy at all remaining sign blades. coated alum. non-fluted round o W2-6 WITH W2-6 WITH R1-2 WITH W 16-I1 & W 16-I1 & tube. 53 v 53 PLAQUE ONE WAY D3-5 w W13-1 W13-1 Secondary Street sign R6-1(R) D3-2 Concrete foundation `�N\ A iD R1-2 WITH PLAQUE W11A-2 SPEED < > \� ,M LIMIT ® , 48 n¢u \ P.I. STA. 62+62.36 LINE "A"= T �� v% 45 12" P.O.T. STA. 50+00.00 LINE "S-1-A" 54 \ v� \_� � ! R4-7 W3-2a R2-1 R1-1 W11A-2 STREET SIGNAGE DETAIL 51 W 11A-2 ♦�' 52 R2-1 ♦ R1-2 WITH PLAQUE W3-2a (Relocated) BEGIN CONSTRUCTION D3-1 ♦` W1-8a STA. 61+15 LINE "A" ♦ W11A-2 w � kD N � 54 M 52 ° ` OD 53 l� z 53 SECTION LINE (LINE "A") 51 DITCH ROAD N 00019'52" E - DITCH ROAD 0°18'33" E 51 SECTION LINE (LINE "A") 53 w 53 R6-1(R) W1-8a 00 54 ♦ 0 —I 150 ft. — 52 z W 11A-2 ♦ R2-1 W2-6 WITH W16-I1(141ST ST.) & W3-2a R1-2 WITH PLAQUE 52 (Relocate i� D3-1 W13-1 (20 mph) 51 � W 11A-2 54 D3-2 R1-2 WITH PLAQUE 18" Pay Length "TO TRAFFIC FROM LEFT" (TYP.) W 11A-2 ' — — — — — � — 53 W 11A-2 � Q 53 w N w Q 1211 White Thermoplastic 20' 8' 32' 8' Ln cn w z H J Turn Arrow and ONLY Spacing (Typical) Yield Line Detail R4-7 Z O U w Note: @N"N � All street identification signs and posts shall be City of Carmel 48 Custom signs as per detail. ❑ Snowplowable Raised Pavement Marker, White 52 Pavement Markings, Thermoplastic, Dotted, White Line, 8" �� ,� HORIZONTAL SCALE BRIDGE FILE �.`�� 6 ' TH��l1, ., RECOMMENDED 1" = 20' Snowplowable Raised Pavement Marker, Yellow 53 Transverse Markings, Thermoplastic, Solid, White Crosswalk Line, 24 �� . �.'srER. s,-, CITY OF CARMEL 47 Pavement Markings, Thermoplastic, Solid, Yellow Line, 4" 54 Transverse Markings, Thermoplastic, Solid, White Yield Line, 27" o • FOR APPROVAL g 5/2 7/ VERTICAL SCALE DESIGNATION _ No. - - - DESIGN ENGINEE DATE NONE 48 Pavement Markings, Thermoplastic, Solid, Yellow Line, 8" 55 Transverse Markings, Thermoplastic, Solid, White, Word (ONLY) = 890012 SURVEY BOOK SHEETS 49 Transverse Markings, Thermoplastic, Solid, Yellow Cross Hatch Line, 8" 56 Pavement Markings, Thermoplastic, Solid, White, Lane Indication Arrow STATE OF , �� DESIGNED: RMH DRAWN: TLM DITCH ROAD PAVEMENT MARKINGS 15 of 55 �� i �` I ANP' 51 Pavement Markings, Thermoplastic, Solid, White Line, 8 57 Transverse Markings, Thermoplastic, Solid, White Stopline, 24 �'''�;;�ONAL E�:��`` CHECKED: RBT CHECKED: RMH STA. 60+00 "A" TO STA. 65+40 ��A,!� CONTRACT PROJECT ��nn�� 04-06 IMAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; XR-TITLE; XR-PM-LEGEND; XR-PAVEMARK; XR-P-ROW; BLNtiein; stampRBT; FILE NAME R:\Roads\20043300\PAVEMARK\PM-DITCH.dwg/ LAY-01 MRD\INT : 24-MAY-05, 10:48:16/ alittlepage 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + 110 r**-s 00 0 0 t10 t10 110 ko N W2-6 WITH W16-I1 (141ST ST.) & LO W13-1 (20 mph) M 110 + 40' Typ. r" N + 56 51 55 O O O N 00 018'33" E N SECTION LINE (LINE "A") DITCH ROAD ko 57 D3-4 tD w 0 w Q (D U) C� Z R1-1 1 (Relocated) 0 0 0 0 O 0 0 0 0 0 0 0 Adk+ + + + + P + N M Nt U) N 00 018'33" E DITCH ROAD SECTION LINE (LINE "A") ❑ Snowplowable Raised Pavement Marker, White 52 Pavement Markings, Thermoplastic, Dotted, White Line, 8" `��`" " �,,� HORIZONTAL SCALE BRIDGE FILE Snowplowable Raised Pavement Marker, Yellow �� 8.. rH�'l1A''�,�� RECOMMENDED �. 1 = 20 53 Transverse Markings, Thermoplastic, Solid, White Crosswalk Line, 24 ��srfR' • s CITY OF CARMEL O �� Fo'•.0' FOR APPROVAL g 5/27/ VERTICAL SCALE DESIGNATION 47 Pavement Markings, Thermoplastic, Solid, Yellow Line, 4" 54 Transverse Markings, Thermoplastic, Solid, White Yield Line, 27" ;�: - _-- 0• DESIGN ENGINEE DATE NONE 48 Pavement Markings, Thermoplastic, Solid, Yellow Line, 8" 55 Transverse Markings, Thermoplastic, Solid, White, Word (ONLY) = 890012 49 Transverse Markings, Thermoplastic, Solid, Yellow Cross Hatch Line, 8" 56 Pavement Markings, Thermoplastic, Solid, White, Lane Indication Arrow '.• STATE of �� DESIGNED: RMH DRAWN: TLM DITCH ROAD PAVEMENT MARKINGS SURVEY BOOK SHEETS D I ANP' 16 of 55 51 Pavement Markings, Thermoplastic, Solid, White Line, 8" 57 Transverse Markings, Thermoplastic, Solid, White Stopline, 24" ''., �,��.` �� CONTRACT PROJECT s,S •......... . '"',,j4NAL�'�%%% CHECKED: RBT CHECKED: RMH STA. 65+40 A TO STA. 77+40 A 04-06 IMAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; XR-TITLE; XR-PM-LEGEND; XR-PAVEMARK; XR-P-ROW; BLNtiein; stampRBT; FILE NAME R:\Roads\20043300\PAVEMARK\PM-DITCH.dwg/ LAY-02-03 MRD\INT : 24-MAY-05, 10:48:16/alittlepage O O O O ° ° O O 0 ° ° ° 00 O O 0�0 r*--. 00 00 00 N M N 56 51 55 ❑ ❑ ❑ N 00 018'33" E N SECTION LINE (LINE "A") DITCH ROAD D3-5 io ko � 57 w z O w R1-1 (Relocated) O O O O 0 O O O O O + + + + + + 00 00 00 00 00 00 w w oC v7 R2-1 = H (Relocated) END CONSTRUCTION STA. 88+88.54 "A" 0 Typ, 48 47 � 49 SECTION LINE (LINE "A") DITCH ROAD N 000 18' 33" E ■ ■ 47 46 48 20v Typ. P.I. STA. 88+88.55 "A" 53 NW CORNER, NE 1/4 SEC. 22F T 18 N, R 3 E 1" 0 PIPE FOUND PER COUNTY REFERENCES 0 o R1-1 00 w of (Relocated) w Ln 0000 ++ OC + D3-3 c1 2 ko IZI- HORIZONTAL SCALE BRIDGE FILE ❑ Snowplowable Raised Pavement Marker, White 52 Pavement Markings, Thermoplastic, Dotted, White Line, 8 ��` g TH0 ��•,� MAO �i RECOMMENDED 1" = 20' Snowplowable Raised Pavement Marker, Yellow 53 Transverse Markings, Thermoplastic, Solid, White Crosswalk Line, 24" `��00�� STfR�o �S��i�� ' CITY OF CARMEL FOR APPROVAL gj/27 VERTICAL SCALE DESIGNATION 47 Pavement Markings, Thermoplastic, Solid, Yellow Line, 4" 54 Transverse Markings, Thermoplastic, Solid White Yield Line, 27" `� g p NO. DESIGN ENGINEE DATE NONE 48 Pavement Markings, Thermoplastic, Solid, Yellow Line, 8" 55 Transverse Markings, Thermoplastic, Solid, White, Word (ONLY) 890012 ' ' � DESIGNED: RMH DRAWN: TLM SURVEY BOOK SHEETS 49 Transverse Markings, Thermoplastic, Solid, Yellow Cross Hatch Line, 8" 56 Pavement Markings, Thermoplastic, Solid, White, Lane Indication Arrow moo'. STATE of 4,; DITCH ROAD PAVEMENT MARKINGS 17 of 55 — : 51 Pavement Markings, Thermoplastic, Solid White Line, 8" 57 Transverse Markings, Thermoplastic, Solid White Sto line 24" '�.F AND I ANP .\�.`� �� tIt' +!i �� CONTRACT PROJECT g ' p g p Stop line, ��`�� CHECKED: RBT CHECKED: RMH STA. / / +4O A TO STA. 88+90 A IMAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; XR-TITLE; XR-PM-LEGEND; XR-PAVEMARK; XR-P-ROW; BLNtiein; stampRBT; FILE NAME R:\Roads\20043300\PAVEMARK\PM-DITCH.dwg/ LAY-04-05 MRD\INT : 24-MAY-05, 10:48:16/alittlepage 0 0 0 0 54 0 0 0 0 0 O 0 0 + + + + AAd I + kD I*-,.. 00 On '—I Ln R1-22 WITH PLAQUE ' 0#0 � 51 R1-2 WITH PLAQUE W 11A-2 0*0 52 TO TRAFFIC FROM LEFT (TYP.) D3-2 BEGIN CONSTRUCTION w11A-2 P.O.T. STA. 46+25.27 LINE "S-1-A" �� R4-7 R4-7 52 54 O� 680 56 51 55 53 51 �tx � � 53 SECTION LINE (LINE "S-1-A") 90 ° 49 51 � 53 6, 0 R6-1(R) � 1 -, �� W1-8a 53 3 W2-6 WITH W16-I1 (DITCH RD.) 54 & W13-1 (20 mph) 52 150' W 11A-2 W3-2a W11A-2 �` D3-2 R1-2 WITH PLAQUE 52 ♦♦ P.I. STA. 62+62.36 LINE "A"= 51 P.O.T. STA. 50+00.00 LINE "S-1-A" 000000 54 D3-1 Irrr / W11A-2 53 53 R1-2 WITH PLAQUE 0 0 0 0 0 0 0 0 N M d- Ln Ln Ln Ln Ln W2-6 WITH W16-I1 (DITCH RD.) W3-2a & W13-1 (20 mph) 150' R4-7 47 L YIELD 49 48 141ST ST. END INCIDENTAL D3-1 4+ LINE "S-1-A" TO DITCH RD. 1141ST STA. 5 00.00 END CONSTRUCTION TRAFFIC 40' T yp P.O.T. STA. 53+37 LINE "S-1-All FROM 20 DITCH H RD. __--_- LEFT M.P.H. M.P.H. D3-2 W3-2a R1-2 WITH W2-6 WITH W2-6 WITH PLAQUE W 16-I 1 & W16-I1 & W13-1 W13-1 SPEED ONE WAY LIMIT ® , - - R6-1(R W1-8a - R4-7 R2-1 R1-1 W11A-2 ❑ Snowplowable Raised Pavement Marker, White 52 Pavement Markings, Thermoplastic, Dotted White Line, 8" �%��'��" , HORIZONTAL SCALE BRIDGE FILE p 1% g . THp �. 1 = 20 Snowplowable Raised Pavement Marker, Yellow 53 Transverse Markings, Thermoplastic, Solid, White Crosswalk Line, 24" .�`�� 'srfR '�J'�'% RECOMMENDED �-� CITY OF CARMEL ' Fo •.�� FOR APPROVAL g2� VERTICAL SCALE DESIGNATION 47 Pavement Markings, Thermoplastic, Solid, Yellow Line, 4" 54 Transverse Markings, Thermoplastic, Solid, White Yield Line, 27 N 0. DESIGN ENGINES DATE NONE 48 Pavement Markings, Thermoplastic, Solid, Yellow Line, 8" 55 Transverse Markings, Thermoplastic, Solid, White, Word (ONLY) = 890012 141ST STREET PAVEMENT MARKINGS SURVEY BOOK SHEETS 49 Transverse Markings, Thermoplastic, Solid, Yellow Cross Hatch Line, 8" 56 Pavement Markings, Thermoplastic, Solid, White, Lane Indication Arrow � DESIGNED: RMH DRAWN: TLM moo'.. STATE of ` 18 of 55 N D I� AN P � '•• �� 51 Pavement Markings, Thermoplastic, Solid, White Line, 8" 57 Transverse Markings, Thermoplastic, Solid, White Stopline, 24" �'�'%;;TONAL �-�:� ` CHECKED: RBT CHECKED: RMH STA. 46+68 "S-1-A" TO STA. 55+00 "S-1-Ait CONTRACT PROJECT 04-06 IMAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; XR-TITLE; XR-PM-LEGEND; XR-PAVEMARK; XR-P-ROW; BLNtiein; stampRBT; FILE NAME R:\Roads\20043300\PAVEMARK\PM-141ST.dwg/ LAY-01-02 MRD\INT : 26-MAY-05, 15:42:01 /alittlepage O 00 , O O AM + + + 0) Ln q' 30' Steel Light Pole P.I. STA. 62+62.36 LINE "A"= •► 50+50 Line "S-1-A" P.I.. STA. 50+00.00 LINE "S-1-A" ' / Two 4 " Conduit For Future 83 Ft. Lt. Irrigation Use Aro too Q 30' Steel Light Pole 49+21 Line "S-1-A" 69 Ft. Lt. Service Point Type II 240/480 Volts Two 4 " Conduit For Future ` Irrigation Use Prop. R/W O ` Q � w J _ Two 4 " Conduit For Future Irrigation Use — LINE 1IS-1-A" LINE "S-1-A" — — 141ST STREET 141ST STREET 30" 24" Dia. ` 11 1/4" Sq. X 1" Thick Two 4 " Conduit For Future 30' Steel Light Pole .� Irrigation Use 46 t. Rt. "S-1-A" rn of Eye Bolt —- -—- -- --------- Eight # 3 Horizontal Bars � c and Receptacle , \a. 8 2 C�<G\e orSa. O D o10 1 1/4" X 2" Slot to a i hd GL Accommodate a 1" Di i Vi X Anchor Bolt (4 at 900) of Access Door ' 30' Steel Light Pole , 49+52 Line "S-1-A" , / MOUNTING PLAN DETAIL I of BASE Six # 6 Vertical Bars 74 Ft. Rt. NOT TO SCALE Two 4 " Conduit For Future FOUNDATION DETAIL Irrigation Use NOT TO SCALE ® Existing Service Point � �, HORIZONTAL SCALE BRIDGE FILE �� 8.' ...864iO-"ice RECOMMENDED v T 1" = 10' srER .. S' 527 / CITY OF CARMEL VERTICAL SCALE DESIGNATION Handhole, Irrigation . 0�;.�� Fo'•.0 FOR APPROVAL 1 • - - NO• DESIGN ENGINEE DATE NONE 890012 - SURVEY BOOK SHEETS 4-1/C No. 4 CU Conductors in 2" galvanized steel conduit with cable STATE of :'� DESIGNED: RMH - DRAWN: TLM DITCH ROAD & 141 ST STREET 19 of 55 4-1 C No. 4 CU Conductors in plastic duct with trench /�D I ANP•:\ % . �, SS �� T u �T T CONTRACT PROJECT / p '� /ONAL��'%\ CHECKED: RBT CHECKED: - RMH LIGHTING DETAILS 04-06 �M'AGE FILES XREFERENCES :XR-TITLE;XR-P-ROW;DITCH-PROP;XR-PAVEMARK;stampRBT;BLNtiein;DITCH-TOPO; FILE NAME R:\Roads\20043300\DETAILS\ROUNDABOUT-LIGHT.dwg/LAY-01 MRD\INT :26-MAY-05,14:19:56/alittlepage 0 o I° 0 00 0 + + + I + + O •-q N Nt LLnn �U kO kO I kD kO I FOR EROSION CONTROL ONLY a z Ul z cn z d I J z O H U w Proposed R/W ' Proposed R/W P.I. STA. 62+62.36 LINE "A"= � P.O.T. STA. 50+00.00 LINE "S-1-A" BEGIN CONSTRUCTION sop STA. 61+15.00 LINE "A" / � Construction Limits / TRTR SF SF W o ♦ pop tK 3 40 1 SECTION LINE (LINE "A") `b� 091 N00°18 3" E ---LMO011.921 E DITCH ROAD _ DITCH ROAD SECTION-LINE - 9,r00 Cravpl _ - - _ - - - - - - - - r�, MOVE w — - - - - - - - - - - - - - - - - - - - - - - - - - -- = ♦` —REMOVE "0/ bo N 00 _ z � / Proposed R/W SF SF SF SF Construction Limits Temp. R/W �.00 LQ P► Proposed R/W IMPLEMENTATION SEQUENCE PHASE 1 r Ql PLACE ALL TEMPORARY SEDIMENT & EROSION CONTROL MEASURES ALONG DITCH ROAD & 141st. STREET PRIOR TO EARTH DISTURBANCE TO PREVENT OFFSITE SEDIMENTATION. ALL EXISTING INLETS ARE TO BE PROTECTED PRIOR TO THE START OF CONSTRUCTION. I UPON COMPLETION OF PHASE 1 GRADING & PIPE INSTALLATION, INSTALL PERMANENT EROSION I CONTROL MEASURES. w NOTES: Q PHASE 2 � U) I (D UPON COMPLETION OF PHASE 2 GRADING & PIPE INSTALLATION, INSTALL PERMANENT EROSION ANY AREAS, IN ADDITION TO THOSE CALLED OUT, LEFT UNDISTURBED FOR A PERIOD EXCEEDING 15 DAYS SHALL BE REQUIRED TO HAVE TEMPORARY SEEDING. CONTROL MEASURES. cn I ® MAINTAIN ALL TEMPORARY EROSION CONTROL MEASURES PLACED IN PHASE 1. 1. UPON COMPLETION OF PIPE INSTALLATION, OUTLET PROTECTION SPECIFIED SHALL BE IMPLEMENTED. w I 2. ALL DISTURBED AREAS SHALL BE PERMENANTLY SEEDED OR SODDED IN ACCORDANCE WITH CARMEL PHASE 3 z Q UPON COMPLETION OF CONSTRUCTION, REMOVE ALL TEMPORARY SEDIMENT & EROSION CONTROL I _ I STANDARD SPECIFICATIONS AS SOON AS POSSIBLE UPON COMPLETION OF WORK IN THAT AREA. MEASURES & CLEAN-UP ALL SEDIMENT LEFT BEHIND. z I 3. PROJECT IS NOT LOCATED IN A FLOODWAY. ® CLEAN ALL STORM SEWER SYSTEMS OF SEDIMENT. I I 4. STORM SYSTEM WILL OUTLET AT HENLEY CREEK, STA 42+05.8 "A", ELEVATION 881.03. OUTLET WILL I BE PROTECTED WITH RIPRAP SPLASHPADS. FOR MORE INFORMATION, PLEASE SEE PROJECT 04-05, I DITCH ROAD FROM 136th. STREET TO 141st. STREET. I I TEMPORARY EROSION CONTROL LEGEND HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1" = 20' 0 CURB INLET PROTECTION DIP DITCH INLET PROTECTION FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE NONE SILT FENCE ST TEMPORARY SEDIMENT TRAP DESIGNED: RMH DRAWN: TLM SURVEY BOOK SHEETS cIP CULVERT INLET PROTECTION -- EROSION & SEDIMENT CONTROL PLANS 20 1 of 1 55 SP SPLASH PAD CHECKED: RBT CHECKED:_ RMH DITCH ROAD CONTRACT PROJECT 04-06 IMAGE FILES XREFERENCES DITCH-TOPO;DITCH-PROP;XR-PM-LEGEND;XR-PAVEMARK;XR-STORM;XR-P-ROW;XR-CLIMITS;XR-TITLE-NOSIG;BLNtiein; FILE NAME R:\Roads\20043300\EROS\EROS-DTiCH.dwg/LAY-01 MRD\INT :08-APR-05,14:53:32/jm o O o ° ° ° o ° O ° ° ° 110 N M , o ^ , ^ a •w W W W FOR EROSION CONTROL ONLY 4" Plastic Pipe 4" Plastic Pipe Or 0 SF REMOVE Construction Limits REMOVE SF SF — ____ SF — — — — — — — — — — — — — — — — — — — —0 SF — -- — SF — — — SF— — — — — — — — — — REMOVE Q a N a 00 El a _ a N 00018'33" E SECTION LINE (LINE "A") DITCH ROAD 12" CMP KLMUV raFel all Ill re U SF REMOVE W / Construction Limits NOTES: w ANY AREAS, IN ADDITION TO THOSE CALLED OUT, LEFT UND TURBED FOR A PERIOD EXCEEDING 15 DAYS SHALL BE NOTES:(CONTINUED) REQUIRED TO HAVE TEMPORARY SEEDING. U7 0 r z 3. PROJECT IS NOT LOCATED IN A FLOODWAY. 1. UPON COMPLETION OF PIPE INSTALLATION, OUTLET PROTECTION SPECIFIED SHALL BE IMPLEMENTED. Y 4. STORM SYSTEM WILL OUTLET AT HENLEY CREEK, STA 4 +05.8 "A", ELEVATION 881.03. OUTLET WILL 2. ALL DISTURBED AREAS SHALL BE PERMENANTLY EEDED IN ACCORDANCE WITH CARMEL STANDARD BE PROTECTED WITH RIPRAP SPLASHPADS. FOR MORE INFORMATION, PLEASE SEE PROJECT 04-05, SPECIFICATIONS AS SOON AS POSSIBLE UPON OMPLETION OF WORK IN THAT AREA. DITCH ROAD FROM 136th. STREET TO 141st. STREET. O O ° ° O ° 0 Sediment Trap #1 O Sediment Trap #2 + + + + + Drainage Area = 0.415 acres + Drainage Area = 0.312 acres N Storage Req'd = 747 cu. ft. M Storage Req'd = 562 cu. ft. d' U) Storage Provided = 756 cu. ft. N Storage Provided = 600 cu. ft. Spillway Width = 6 ft. Spillway Width = 6 ft. Proposed dit h for Spillway Height = 2 ft. Spillway Height = 2 ft. sediment tra (see detail) I Proposed ditch for sediment trap SF SF SF SF SF SF — _ (see detail) Construction Limits \ _ -ST _ _"'_-�F SF SF SF - a� — — — — — — — — — Temporary berm to be placed REMO E a P prior to removal of existing pavement - N U!=r WE L lk" rl REMOVE P RFM(�VF TR REMOVE N OO18'33" E DITCH ROAD SECTION LINE (LINE "A") X N M a REMOVE pl!lam ill in NJ 11, till% 0 TR a REMOVE ____ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SF Construction Limits S'F CL fV U N PROPOSED GROUND N EXISTING DITCH DETAIL FOR SEDIMENT TRAPS GROUND STA. 71+67 TO 72+30 LT. STA. 72+60 TO 73+07 LT. HORIZONTAL SCALE BRIDGE FILE TEMPORARY EROSION CONTROL LEGEND RECOMMENDED CITY OF CARMEL 1" = 20 C� CURB INLET PROTECTION DIP DITCH INLET PROTECTION FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE NONE SILT FENCE ST TEMPORARY SEDIMENT TRAP DESIGNED: RMH DRAWN: TLM CIP CULVERT INLET PROTECTION EROSION & SEDIMENT CONTROL PLANS SURVEY BOOK 21 SHEETS 55 OCHECKED: RBT CHECKED: RMH DITCH ROAD CONTRACT PROJECT SP SPLASH PAD :- - - - 04-06 IMAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; XR-PM-LEGEND; XR-PAVEMARK; XR-STORM; XR-P-ROW; XR-CLIMITS; XR-TITLE-NOSIG; BLNtiein; FILE NAME R:\Roads\20043300\EROS\EROS-DITCH.dwg/ LAY-02-03 MRD\INT : 08-APR-05, 14:53:32/jrc O O O O O O O O O O O O + + + + + + 00 0) O T__1 N M I� I� 00 00 00 00 FOR EROSION CONTROL ONLY SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF - - - - - - - - - - Construction Limits —� — — - - - - - - - - - - - - - - - - - - - - — — - - z 6 f REMOVE " CMP TR ❑ ❑ ❑ N 00 018'33" E SECTION LINE (LINE "A") DITCH ROAD f-REMOVE REMOVE dkl TR Construction Limits NOTES: w Q 7 ANY AREAS, IN ADDITION TO THOSE CALLED OUT, LEFT UNDISTURBED FOR A PERIOD EXCEEDING 15 DAYS oC ,ti NOTES:(CONTINUED) SHALL BE REQUIRED TO HAVE TEMPORARY SEEDING. Stone Waller O 3. PROJECT IS NOT LOCATED IN A FLOODWAY. 1. UPON COMPLETION OF PIPE INSTALLATION, OUTLET PROTECTION SPECIFIED SHALL BE IMPLEMENTED. z Stone Wall 4. STORM SYSTEM WILL OUTLET AT HENLEY CREEK, STA 42+05.8 "A", ELEVATION 881.03. OUTLET WILL LU 2. ALL DISTURBED AREAS SHALL BE PERMENANTLY SEEDED IN ACCORDANCE WITH CARMEL STANDARD BE PROTECTED WITH RIPRAP SPLASHPADS. FOR MORE INFORMATION, PLEASE SEE PROJECT 04-05, SPECIFICATIONS AS SOON AS POSSIBLE UPON COMPLETION OF WORK IN THAT AREA. DITCH ROAD FROM 136th. STREET TO 141st. STREET. O O O O O O O O O O O O + + + + + + 00 00 00 00 00 O 00 00 w w Construction Limits °C IP � (n SF SF F SF SF SF SF SF --- SF SF SF SF END PROJECT r STA. 88+88.54 LINE "A" o. Zn Q TR TR REMOVE T 12" CMP DIP ■ REMOVE � 12 Clip SECTION LINE (LINE "A") DITCH ROAD N 000 18' 33" E ■ U N N_P-_,_-_=STA. 88+88.55 "A" NW CORNER, NE 1/4 SEC. 22, T18N, R3E1" 0PIPE FOUND PER COUNTY REFERENCES DIP SF SF Construction Limits SF SF SF SF SF — —' '— --9F ._ — —SF — — — — — — — — — — — w w oC v7 H TEMPORARY EROSION CONTROL LEGEND HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1" = 20' 0 CURB INLET PROTECTION DIP DITCH INLET PROTECTION FOR APPROVAL _ VERTICAL SCALE DESIGNATION SILT FENCE DESIGN ENGINEER DATE NONE ST TEMPORARY SEDIMENT TRAP CIP CULVERT INLET PROTECTION DESIGNED:_ RMH DRAWN:__ SURVEY BOOK SHEETS TLM EROSION & SEDIMENT CONTROL PLANS 22 1 of 1 55 CHECKED: RBT CHECKED: RMH DITCH ROAD CONTRACT PROJECT - ---------- – IMAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; XR-PM-LEGEND; XR-PAVEMARK; XR-STORM; XR-P-ROW; XR-CLIMITS; XR-TITLE-NOSIG; BLNtiein; FILE NAME R:\Roads\20043300\EROS\EROS-DITCH.dwg/ LAY-04-05 MRD\INT : 08-APR-05, 14:53:32/jrc asphalt p0 = =I--wm 0 11 0 \), I O O O O O + + + + / '' + t10 00 _ ul FOR EROSION CONTROL ONLY 00 BEGIN CONSTRUCTION P.I. STA. 62+62.36 LINE "A"= \ P.O.T. STA. 46+25.27 LINE "S-1-A" P.O.T. STA. 50+00.00 LINE "S-1-A" / o LU a0 �` Proposed R/W � M ♦ SF / sidewalk SF SF SF = CO *% — — / C:) `♦ /tr__ p o IIIIIIIIIIIIII■ �, � • gravel oO �0 TR = Li asphalt INE "S-1-A") N E 9 018'16" E - 16,, 00N gravel `'��,, C'y _ ■ w N \ — — — — — — O w � si SF — .SF SF H z o \ — — — ♦ w "o 0 cn z / Construction Limits landscape /1 Brick Wall -�' "co asphalt son O O O O O O O O + + + + N M In Lr) Lr) Lr) Lr) END CONSTRUCTION P.O.T. STA. 53+37 LINE "S-1-A" Proposed R/W �\ _ SF SF SF SF SF SF SF SF Construction Limits asphalt gravel SECTIqj LINE (LINE "S-1-A") 141ST STREET asphalt E asphal gravel NOTES: SF SF sF SF sF SF ANY AREAS, IN ADDITION TO THOSE CALLED OUT, LEFT UNDISTURBED FOR A PERIOD EXCEEDING 15 DAYS SHALL BE REQUIRED TO HAVE TEMPORARY SEEDING. 1. UPON COMPLETION OF PIPE INSTALLATION, OUTLET PROTECTION SPECIFIED SHALL BE IMPLEMENTED. 2. ALL DISTURBED AREAS SHALL BE PERMENANTLY SEEDED IN ACCORDANCE WITH CARMEL STANDARD Brick Wall Brick Wall SPECIFICATIONS AS SOON AS POSSIBLE UPON COMPLETION OF WORK IN THAT AREA. 3. PROJECT IS NOT LOCATED IN A FLOODWAY. 4. STORM SYSTEM WILL OUTLET AT HENLEY CREEK, STA 42+05.8 "A", ELEVATION 881.03. OUTLET WILL BE PROTECTED WITH RIPRAP SPLASHPADS. FOR MORE INFORMATION, PLEASE SEE PROJECT 04-05, DITCH ROAD FROM 136th. STREET TO 141st. STREET. TEMPORARY EROSION CONTROL LEGEND I I HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1" = 20' 0 CURB INLET PROTECTION FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE SILT FENCE D NONE cIP CULVERT INLET PROTECTION DESIGNED: _RMH - - DRAWN: TAM— -- EROSION & SEDIMENT CONTROL PLANS SURVEY BOOK SHEETS 23 1 of 1 55 CHECKED: RBT CHECKED: RMH 141 ST STREET CONTRACT PROJECT IMAGE FILES XREFERENCES DITCH-TOPO; DITCH-PROP; XR-PM-LEGEND; XR-PAVEMARK; XR-P-ROW; XR-CLIMITS; XR-STORM; XR-TITLE-NOSIG; BLNtiein; FILE NAME R:\Roads\20043300\EROS\EROS-141ST.dwg/ LAY-01-02 MRD\INT : 26-MAY-05, 15:41:55/ alittlepage TEMPORARY EROSION & SEDIMENT CONTROL TABLE w w F- Z w Y Y nw. Z F- Z W W J U U °- Z F- F- w 0 W O Q O Q W a W a o" z z z = J O Z p- F- Z w Y Y a Z F- Z W Q °C J O Q W a W n " Z Z 2 J F- F- m Q z F LLJ Z m 2 Q 2 F- W a W , U) p Z U Q oC w w Q J W W a Z z 2 Q w z m = _ �- w a W z Z F- W U �-y U U py U U Q Z cn Q w W Q 1-, w z m = a = F- w a w z cn z F' W F- m Q z F- a ,� U U F- U Q •-+ U LOCATION w w = w O a a w w oC Q a m uj w U m Q z U a Q U U U Q Q W LOCATION W w = w = a = w Fw- Q g a m F' a ~ a U cn 0 C U a U O w w m cn O a = �-, = F- F- a LOCATION w W W O a w w �-, oC Q a m F- U U �" to 0 U U > m oC O < F- O F- F- a to to u oC U to Z .i oC Q m = F- F- �p a F- oC O Q p oC Q a F- > F- F- Cy- U) L c a s z a � u a U p� Q Q U Q to 0 U a U O W w cn O W z Q oC F- ,_, U a Q D U a a n. Q D a � p U a o_ W � Z Q " oC F- o! cn U a a s Q p a U) D U a D STATION TO STATION Lt. X Rt. FEET FEET EACH FEET FEET FEET EACH EACH CYS. EACH EACH STATION TO STATION Lt. X Rt. FEET FEET EACH FEET FEET FEET EACH EACH CYS. EACH EACH STATION TO STATION Lt. X Rt. FEET FEET EACH FEET FEET FEET EACH EACH CYS. EACH EACH LINE "A" LINE "A" 63+30 64+50 X 120 ' 87+75 X X 2 88+50 X X 2 64+75 65+60 X 85 ' 68+00 68+75 X 75 89+00 X 1 ' 69+10 69+80 X 70 89+00 X 1 ' 72+00 73+25 X 125 66+75 X 1 ' 84+80 88+70 X 390 67+25 X 1 ' 63+30 64+50 X 120 67+50 X 1 ' 67+50 69+25 X 175 72+40 X 1 ' 110 72+25 X 1 71+20 72+30 X ' 72+60 74+50 X 190 72+50 X 1 76+20 78+20 X 200 LINE S-1-A" 78+50 85+90 X 740 47+80 49+30 X 150 ' 86+10 88+70 X 260 1 47+80 49+30 X 150 ' 61+15 X X 2 51+00 54+50 X 350 ' 62+00 X X 2 51+00 54+50 X 350 ' 64+28 X X ' 2 48+00 X X 2 66+10 X X ' 2 48+95 X X 2 67+50 X X ' 2 50+70 X X 2 69+50 X X ' 2 51+50 X X 2 71+00 X X ' 2 53+00 X X 2 72+00 X X ' 2 54+35 X X 2 73+20 X X 2 75+00 X X 2 76+50 X X 2 78+00 X X 2 79+40 X X 2 82+00 X X 2 84+50 X X 2 TOTALS 3660 6 2 46 HORIZONTAL SCALE BRIDGE FILE NONE RECOMMENDED CITY OF CARMEL VERTICAL SCALE DESIGNATION FOR APPROVAL NONE DESIGN ENGINEER DATE SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: TLM 24 of 55 EROSION CONTROL TABLE CONTRACT PROJECT CHECKED: RBT CHECKED: RMH 04-06 IMAGE FILES XREFERENCES XR—TITLE—NOSIG; FILE NAME R:\Rocids\20043300\TABl-ES\EROS—l.dwg / Layoutl MRD\INT 08—APR-05, 14:55:13 / jrc APPROACH TABLE DRIVES & STREET APPROACHE S co HMA HMA BITUMINOUS SURFACE HMA BITUMINOUS w Ln MATERIAL FOR: -TYPE "O" z w >- w cn U m BEYOND R\W LINE BITUMINOUS MATERIAL MATERIAL } TYPE "P" cn w z w } } p °C GRADE w a w w COMPACTED COMPACTED w u _ ~ w z > z > U w HMA FOR U p w FOR MAINLINE FOR z > 'S U AGGREGATE FOR U O � a w a w a w � w DRIVES DESCRIPTION z z z (LESS THAN EXCAVATION APPROACHES g a > u- a � a AGGREGATE < J z > w U Q g a. > g a > o _ C� LOCATION APPROACH WIDTH LENGTH a O J RADII 10% NOT BASE 2: w < awe H -i H wF- YH FOR Z) Oa a aF- 0 awl � C� � aLn STATION ( TYPE OR ~ No. 53 U C7 LL- H p Lu p w w p cn w SHOWN) SURFACE INT. BASE INT-C BASE INT. SURFACE INT. - p cn z a s a U a SURFACE to � z U w w U oZ$ w a a U w CLASS) 1.5 2.5 3 3 XX XX 1.5 2.5 UO �nU aU I- U No. 73 m a owc0 z0 z0 U o � o u- a Wa LL p m oC io C2 � Lu � O a O I N Tons � z Q � � oC w z a ED a LBS. PER SYD. LBS. PER SYD. O " LBS. PER SYD. U o o z U F- 1 2 CYS. 165 275 330 330 240 VAR. 165 275 U 165 275 5" 7" 12" U U 0 '~ FEET FEET FEET FEET % % CUT FILL TON TON TON TON TON TON TON TON SYS. TON TON TON TON TON TON TON TON TON SYS. SYS. TON TON SYS. SYS. SYS. LFT. LFT. TON TON TON LINE "A" 61+15 - 88+88.5 MAINLINE 32 2773.5 827.6 1379.4 3446.8 2162.7 19.4 11639.6 ROUNDABOUT MAINLINE 18 68.4 114.0 273.7 136.9 0.84 358 314 64+53 RT CL. I DRIVE 12 31.3 14.3 15/15 33.4 6.4 65+71 RT CL. I DRIVE 12 41.5 24.5 15/15 33.4 10.9 68+95 RT ST. APPROACH 29.9 44/41 161.6 74+65 LT CL. I DRIVE 12.1 35.7 18.7 15/15 33.6 11.2 2.1 3.5 75+34 LT CL. I DRIVE 12.1 34.3 17.3 15/15 33.6 10.3 1.9 3.2 78+29 LT CL. I DRIVE 15.4 31.2 14.2 15/15 39.8 8.1 79+98.5 RT ST. APPROACH 9.2 44/38 105.3 86+00.74 LT CL. I DRIVE 12.1 21.2 4.2 15/15 33.6 2.5 0.57 0.8 LINE "S-1-A" 46+25 - 51+76 MAINLINE 35 677 116.3 193.9 486.2 310.3 779.8 2.8 ' RECREATIONAL PATH MAINLINE 8 443.3 738.9 1.35 1492.7 TOTALS 1012.3 1687.3 4206.7 2609.9 1091.7 207.6 443.3 738.9 24.39 1492.7 358 11953.6 49.4 4.5 7.5 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL NONE FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE NONE SURVEY BOOK SHEETS DESIGNED: RMH DRAWN:- TLM DITCH ROAD 25 of 55 CHECKED: RBT CHECKED: RMH APPROACH TABLE CONTRACT PROJECT - -- - 04-06 IMAGE FILES XREEERENCES XR-TITLE-NOSIG; FILE NAME R:\Roads\20043300\TABLES\APPROACH-Ol.dwg / Layoutl MRD\INT 26-MAY-05, 16:42:42 / alittlepage STRUCTURE DATA LOCATION FLOW LINE o cn Cl� w = w O w z a w U- p z SAFETY O UJ UJ a MANHOLE, INLET, E- w w p Y w Q w z 0 GRATED LL w U _ SIZE CATCH BASIN, OR z w >O UP DOWN J H z = Y Oz m w a U U) U w U BOX END END z ct� STATION _ w w Y w n E- z a REMARKS w O SPECIALTY U STREAM STREAM Ln (D U > cc w SECTION z a U a STRUCTURE m � F OU g F- a cn SECTION z F- w U � O p U FT. FT. ELEV. ELEV. YR. YD3 TON YD3 EA. TYPE SLOPE EA. SLOPE EA. LINE "A" 6 1 61+15 X 1 12" 2 INLET TYPE C-15 33 2.8 895.66 895.42 75 1 NON 7 1 17 7 Rim El. = 900.53 7 61+15 X 12" 2 CATCHBASIN C-15 W/HOOD 4 2.9 895.42 895.40 75 NON 7 1 6 8 Rim El. = 900.53 8 61+15 X 42" 2 EXISTING M.H. xx 11.1 891.38 xx 75 NON 7 1 0 xx Tie-Into Existing Truck Line; Rim El. = 901.19 9 62+00 X 12" 2 INLET TYPE B-15 87 1.7 895.94 895.66 75 NON 7 1 36 6 Rim El. = 899.60 10 62+00 X 12" 2 INLET TYPE B-15 22 1.7 895.94 893.08 75 NON 7 1 42 59A Rim El. = 899.60 11 64+28 X 12" 2 CATCHBASIN C-15 W/HOOD 4 2.2 895.54 895.52 75 NON 7 1 6 11A Rim El. = 899.78 11A 64+28 X 36" 2 MANHOLE TYPE 3-4 190 4.9 891.75 891.50 75 NON 7 1 61 58 Rim El. = 900.45 12 64+28 X 12" 2 INLET TYPE B-15 35 1.8 895.94 895.54 75 NON 7 1 18 11 Rim El. = 899.90 13 66+10 X 36" 2 MANHOLE TYPE J-4 177 8.1 892.02 891.75 75 NON 7 1 57 11A Rim El. = 899.60 14 66+10 X 12" 2 CATCHBASIN C-15 W/HOOD 3 1 1.9 894.99 894.90 75 NON 7 1 6 13 Rim El. = 899.06 15 66+10 X 12" 2 INLET TYPE B-15 45 1.7 895.23 894.99 75 NON 7 1 21 14 Rim El. = 899.06 16 67+50 X 12" 2 CATCHBASIN C-15 W/HOOD 3 1.9 896.04 896.02 75 NON 7 1 6 16A Rim El. = 900.04 16A 67+50 X 36" 2 MANHOLE TYPE J-4 135 1.9 892.30 892.02 75 NON 7 1 49 13 Rim El. = 900.59 17 67+50 X 12" 2 INLET TYPE B-15 47 1.9 896.28 896.04 75 NON 7 1 22 16 Rim El. = 900.04 18 69+50 X 12" 2 CATCHBASIN C-15 W/HOOD 2 3.0 896.07 896.05 75 NON 7 1 6 16A Rim El. = 900.11 18A 69+50 X 36" 2 MANHOLE TYPE 3-4 195 4.1 892.70 892.30 75 NON 7 1 60 13 Rim El. = 900.66 19 69+50 X 12" 2 INLET TYPE B-15 47 1.9 896.31 896.07 75 NON 7 1 22 18 Rim El. = 900.11 20 71+00 X 12" 2 CATCHBASIN C-15 W/HOOD 2 1.9 894.99 894.97 75 NON 7 1 6 20A Rim El. = 898.99 20A 71+00 X 24" 2 MANHOLE TYPE C-4 145 893.15 892.70 75 NON 7 46 18A Rim El. = 899.55 21 71+00 X 12" 2 INLET TYPE B-15 47 1.9 895.23 894.99 75 NON 7 1 38 20 Rim El. = 898.99 22 72+00 X 24" 2 MANHOLE TYPE C-4 95 6.6 893.45 893.15 75 NON 7 1 49 20A Rim El. = 898.98 23 72+00 X 12" 2 CATCHBASIN C-15 W/HOOD 2 1.9 894.42 894.40 75 NON 7 1 6 22 Rim El. = 898.42 24 72+00 X 12" 2 INLET TYPE B-15 47 1.7 894.66 894.42 75 NON 7 1 22 23 Rim El. = 898.42 25 72+40 X 2 EXISTING MANHOLE 889.16 26 Rim El. = 893.56 26 72+40 X 24" 2 PIPE 82 4.7 895.00 889.16 75 NON 7 1 57 1 25 27 73+20 1 X 24" 2 MANHOLE TYPE C-4 116 1 6.5 893.81 893.45 75 NON 7 1 30 25 Rim El. = 899.16 28 73+20 X 12" 2 CATCHBASIN C-15 W/HOOD 3 1.4 895.13 895.10 75 NON 7 1 6 27 Rim El. = 898.61 29 73+20 X 12" 2 INLET TYPE B-15 47 1.2 895.37 895.13 75 NON 7 1 22 28 Rim El. = 898.61 30 75+00 X 12" 2 CATCHBASIN C-15 W/HOOD 3 1.9 896.35 896.33 75 NON 7 1 6 30A Rim El. = 900.35 30A 75+00 X 24" 2 MANHOLE TYPE C-4 177 1 894.36 893.81 75 NON 7 1 40 27 Rim El. = 900.89 31 75+00 X 12" 2 INLET TYPE B-15 47 1.9 896.59 895.35 75 NON 7 1 17 30 Rim El. = 900.35 32 76+50 X 12" 2 CATCHBASIN C-15 W/HOOD 3 1.5 896.37 896.27 75 NON 7 1 7 32A Rim El. = 900.37 �K Non = Non-Abrasive HORIZONTAL SCALE BRIDGE FILE RECOMMENDED NONE FOR APPROVAL CITY OF CARMEL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE NONE SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: TLM DITCH ROAD 26 of 55 CHECKED: RBT CHECKED: RMH STRUCTURE DATA SHEET CONTRACT PROJECT IMAGE FILES XREFERENCES XR-TITLE-NOSIG; FILE NAME R:\Roads\20043300\TABLES\STR-TABLE-01.dwg / Layoutl MRD\INT 24-MAY-05, 10:53:12 / alittlepage STRUCTURE DATA LOCATION FLOW LINE J Cy- Ln w z U- z wU- � 0z SAFETY O � � w 10- MANHOLE, INLET, H w uw is Y wa w D z0 GRATED H0 m CATCH BASIN OR U > UP DOWN > w w Q U O a °C Q ~ w BOX END METAL z z w O a � HZ = Y = co wa U U w STATION 0 SIZE w SPECIALTY Y U STREAM STREAM "-' (n (D a U w > oC Z a w SECTION END z REMARKS a cn ,� Q w O g g a cn SECTION Z z -' U a STRUCTURE w co ►- U U v) O Ln Q Ln U FT. FT. ELEV. ELEV. YR. YD3 TON YD3 EA. TYPE SLOPE EA. SLOPE EA. LINE "A" 32A 76+50 X 24" 2 MANHOLE TYPE C-4 147 1.0 894.80 894.36 75 NON 7 1 35 30A Rim El. = 900.92 33 76+50 X 12" 2 INLET TYPE B-15 47 6.9 896.61 896.37 75 NON 7 1 22 32 Rim El. = 900.37 34 78+00 X 12" 2 CATCHBASIN C-15 W/HOOD 3 1.9 896.04 895.96 75 NON 7 1 6 34A Rim El. = 900.04 34A 78+00 X 24" 2 MANHOLE TYPE C-4 147 1.9 895.25 894.80 75 NON 7 1 35 36A Rim El. = 900.59 35 78+00 X 12" 2 INLET TYPE B-15 47 1.7 896.28 896.04 75 NON 7 1 22 34 Rim El. = 900.04 36 79+40 X 12" 2 CATCHBASIN C-15 W/HOOD 3 1.9 898.68 898.60 75 NON 7 1 6 36A Rim El. = 901.53 36A 79+40 X 24" 2 MANHOLE TYPE C-4 137 1.9 895.69 895.25 75 NON 7 1 34 34A Rim El. = 902.07 37 79+40 X 12" 2 INLET TYPE B-15 47 1.9 898.92 898.68 75 NON 7 1 14 36 Rim El. = 901.53 40 82+00 X 18" 2 MANHOLE TYPE C-4 257 7.4 896.46 895.69 75 NON 7 1 41 36A Rim El. = 903.13 41 82+00 X 12" 2 CATCHBASIN C-15 W/HOOD 3 1.9 898.57 898.49 75 NON 7 1 6 40 Rim El. = 902.57 42 82+00 X 12" 2 INLET TYPE B-15 47 1.7 898.81 898.57 75 NON 7 1 22 41 Rim El. = 902.57 43 84+50 X 18" 2 MANHOLE TYPE C-4 247 6.9 897.21 896.46 75 NON 7 1 40 40 Rim El. = 904.21 44 84+50 X 12" 2 CATCHBASIN C-15 W/HOOD 3 1.9 899.66 899.58 75 NON 1 7 1 6 43 Rim El. = 903.66 45 84+50 X 12" 2 INLET TYPE B-15 47 1.7 899.90 899.66 75 NON 7 1 22 44 Rim El. = 903.66 48 87+75 X 12" 2 CATCHBASIN C-15 W/HOOD 7 2.3 899.02 898.84 75 NON 7 1 9 48A Rim El. = 904.30 48A 87+75 X 18" 2 MANHOLE TYPE C-4 323 2.0 898.18 897.21 75 NON 7 1 48 43 Rim El. = 904.91 49 87+75 X 12" 2 INLET TYPE B-15 38 2.0 899.26 899.02 75 NON 7 1 22 48 Rim El. = 904.30 50 88+50 X 12" 2 CATCHBASIN C-15 W/HOOD 12 8.4 899.59 899.22 75 NON 7 1 7 52 Rim El. = 904.08 51 88+50 X 12" 2 INLET TYPE C-15 27 2.6 899.67 899.59 75 NON 7 1 14 50 Rim El. = 904.08 51A 89+13 X 15" 2 CATCHBASIN TYPE E-7 61 1 8.0 901.89 899.67 75 NON 7 1 16 51 Rim El. = 903.75 51B 88+50 X 12" 2 CATCHBASIN TYPE E-7 26 8.0 899.77 899.67 75 NON 7 1 16 51 Rim El. = 902.80 52 88+50 X 18" 2 MANHOLE TYPE C-4 72 1 2.3 898.40 898.18 75 NON 7 1 20 48A Rim El. = 904.83 53 89+10 X 15" 2 CATCHBASIN TYPE E-7 58 8.4 901.36 900.53 75 NON 7 1 14 52 Rim El. = 904.09 LINE "S-1-A" 54 48+00 X 12" 2 CATCHBASIN C-15 W/HOOD 2 1.9 898.82 898.78 75 NON 7 1 6 54A Rim El. = 902.84 54A 48+00 X 12" 2 MANHOLE TYPE C-4 111 2.0 896.68 893.56 75 NON 7 1 20 56A Rim El. = 903.43 55 48+00 X 12" 2 INLET TYPE B-15 40 1.9 899.06 898.82 75 NON 7 1 20 54 Rim El. = 902.72 56 49+16 X 12" 2 CATCHBASIN C-15 W/HOOD 2 1.5 895.65 895.62 75 NON 7 1 7 56A Rim El. = 899.27 56A 49+13 X 12" 2 MANHOLE TYPE C-4 108 X 893.56 892.00 75 NON 7 1 127 58 Rim El. = 899.97 57 49+16 X 12" 2 INLET TYPE B-15 64 1.3 895.89 895.65 75 NON 7 1 56 56 Rim El. = 899.33 58 50+25 X 36" 2 M.H. TYPE J-4 113 11.4 891.50 891.38 75 NON 7 1 43 8 Rim El. = 899.64 59 50+75 X 12" 2 CATCHBASIN C-15 W/HOOD 9 1.5 895.29 895.25 75 NON 7 1 8 59A Rim El. = 899.27 59A 50+67 X 12" 2 MANHOLE TYPE C-4 40 1.5 894.00 893.08 75 NON 7 1 67 58 Rim El. = 901.06 60 50+75 X T 1 12" 2 INLET TYPE B-15 75 1.4 895.53 1 895.29 75 NON 7 1 69 59 Rim El. = 899.24 SIC Non = Non-Abrasive HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL NONE FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE NONE DESIGNED: RMH DRAWN: TLM DITCH ROAD SURVEY BOOK 27 SHEETS 55 CHECKED: RBT CHECKED: RMH STRUCTURE DATA SHEET CONTRACT PROJECT - -- - -- - IMAGE FILES XREFERENCES XR-TITLE-NOSIG; FILE NAME R:\Roads\20043300\TABLES\STR-TABLE-02.dwg / Loyoutt MRD\INT 24-MAY-05, 10:55:42 / alittlepage UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS TYPE 4 PIPE ul) 0 a O J I w LOCATION V) Z @� � w a a � _j z a p cn p cn oC I 0 N a Z w I w p a 1 Y Z ,� J Z w U oC wz u- z HJ w z > O � W O H HO � Q � a0 > Q O f- w W W Q W Z m O J Z O = a H p 0 ja QC Ow " O w ,� Q > Oz � zH Wz z0 w U U �uj (D a � 0 Qp Z J wa w � � w � N w 000 Jw wF- z w w J J ,� XoC C7oC Q J a w � aQ w � 0 J I- p _j D aC < F- w a REMARKS z io ww ww wz � � w w QF- < Oz (Dz O a z w U w Ww = > I- 0 pU U J U p a Q z W � U � LL J0 J � � � w LU J J �' U J J U � � w LL �- F. °w (n DC U Q Q I-- U (n 0 Cy H �- O W H W � Q F' W W LLJ W � w w H inw ,-, O � a 0 0 z � � v~i � -� O 0 2 00 O z V) � oC O O O z 2 O z J Z z ~ O u- O U O (Ft) (Ft) (Ft2) (Yd3) (Tons) % (Y/N) U (Ft) (Yd3) (Tons) 61+15 "A" 85 751 7 896.337 N 7 895.42 62+00 "A" 896.858 N 10 895.94 62+00 "A" 40 354 4 -0.2 896.858 N 10 895.94 50+75 "S-1-A" 896.398 N 59 895.29 50+75 "S-1-A" 895.79 N 60 895.53 155 1371 13 64+30 "A" 896.46 N 11 895.54 64+30 "A" 896.46 N 11 895.54 182 1609 16 66+10 "A" 895.90 N 14 894.99 66+10 "A" 140 1238 12 895.90 N 14 894.99 W 67+50 "A" 896.58 N 16 896.04 H 67+50 "A" 200 1768 17 +0.2 896.58 N 16 896.04 0 69+50 "A" 896.98 N 18 896.07 69+50 "A" 150 1326 13 896.98 N 18 896.07 E--I 71+00 "A" 895.91 N 20 894.99 71+00 "A" 895.91 N 20 894.99 100 884 9 O 72+00 "A" 895.34 N 23 894.42 i 72+00 "A" 895.34 N 23 894.42 120 1061 10 73+20 "A" 896.05 N 28 895.13 r--� 73+20 "A" 896.05 N 28 895.13 180 1592 16 F-•-I 75+00 "A" 896.99 N 30 896.35 75+00 "A" 896.99 N 30 896.35 O 76+50 "A" 150 1326 13 897.29 N 32 896.37 76+50 "A" 897.29 N 32 896.37 �j 150 1326 13 O 78+00 "A" 896.96 N 34 896.04 . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUBTOTALS 1652 14,606 143 OUTLET STATION = LOCATION OF OUTLET PIPE OUTFALL AT OUTLET AT OUTLET PROTECTOR OR CONNECTION TO DRAINAGE STRUCTURE HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL NONE FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE NONE DESIGNED: RMH DRAWN:----- TLM SURVEY BOOK SHEETS __- -_ -- --- ---- 28 of 55 UNDERDRAIN TABLE CONTRACT PROJECT CHECKED: RBT CHECKED: RMH 04-06 IMAGE FILES XREFERENCES XR-TITLE-NOSIG; FILE NAME R:\Roads\20043300\TABLES\UDN-TABLE-01.dwg / Layoutl MRD\INT 24-MAY-05, 10:59:48 / alittlepage UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS TYPE 4 PIPE z Q a w O J z I w LOCATION @� _ _ Q_ I- w a a F- J O a U- 0 (n p (n a w z � Z) z •I � N CL z z W I w p a I Y 9 z J LL Z LL Z Q Qa ON J p' '-' O W F- 0 J Z � W U Q DC UJI � a ~ W pCz > O � W H HO � Q � aO > Q 0 O ~ _ d J F- OC W (� Q d_ Q w z O m O Q > O Z �- Z Z O U = U' a X �~ QQ Z J Wd W � � W � W � � E- W � Op JW W � W Z U W J W U�' 0ce � Q J a w � w O cn J HO _j � � w < °C � w H J W � REMARKS z ww Ww ►-, wZ Q � W < wQ w QF- J � » H w Q 1- Q � Q w w wQ a z � Hw w � E w H � U wQa OF F=- w f- w 0 Q z Oz Uz O a z � w � � UJ CDC-, E J w ww = ww I- U UJ U O a a � Q Q W � CDC W (n JQ J I- F- � w WD �' J _3 UJJ U = � W W Q (n (D Q Q a H Ucn cicy f' � � � wH LU a Q w w Q w Qw H w � w w w t , O a Q Z � �- J p Q Q = p Q O z 0 U) oc O O O z M O Z J Z z ~ O w O U O O (Ft) (Ft) (Ft2) (Yd3) (Tons) % (Y/N) U (Ft) (Yd3) (Tons) 78+00 "A" 896.96 N 34 896.04 Q 140 1238 12 ,.a 79+50 "A" 899.60 N 36 898.68 W Q 79+50 "A" 899.60 N 36 898.68 v� 260 2299 23 -0.2 82+00 "A" 899.08 N 41 898.57 O W 82+00 "A" 899.08 N 41 898.57 84+50 "A" 250 2110 22 900.57 N 44 899.66 Q 84+50 "A" 900.57 N 44 899.66 0 325 2873 28 87+75 "A" 899.93 N 48 899.02 H O Z 87+75 "A" 899.93 N 48 899.02 75 663 7 88+50 "A" 900.34 N 50 899.59 61+15 "A" 896.34 N 6 895.66 85 752 7 62+00 "A" 896.86 N 9 895.94 62+00 "A" 896.86 N 9 895.94 50 442 4 49+16 "S-1-A" 896.56 N 56 895.65 49+16 "S-1-A" 896.56 N 56 895.65 116 1026 10 48+00 "S-1-A" 899.73 N 54 898.82 48+00 "S-1-A" 116 1026 10 899.73 N 55 899.06 49+16 "S-1-A" 896.56 N 57 895.89 49+16 "S-1-A" 150 1326 13 896.56 N 57 895.89 W 64+30 "A" -0'2 896.26 N 12 895.94 G>� 64+30 "A" 182 1609 16 896.46 N 12 895.94 66+10 "A" 895.90 N 15 895.23 i 66+10 "A" 140 1238 12 895.90 N 15 895.23 67+50 "A" 896.58 N 17 896.28 67+50 "A" 200 1768 17 +0.2 896.58 N 17 896.28 69+50 "A" 897.98 N 19 896.31 69+50 "A" 897.98 N 19 896.31 71+00 "A" 150 1326 13 895.91 N 21 895.23 H SUBTOTALS 2239 19,696 194 . . . . . . . . . . . . . . OUTLET STATION = LOCATION OF OUTLET PIPE OUTFALL AT OUTLET AT OUTLET PROTECTOR OR CONNECTION TO DRAINAGE STRUCTURE HORIZONTAL SCALE BRIDGE FILE RECOMMENDED NONE FOR APPROVAL CITY OF CARMEL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE NONE DESIGNED: RMH DRAWN: TLM SURVEY BOOK SHEETS _--- _ -- - - -- 29 of 55 UNDERDRAIN TABLE CONTRACT PROJECT CHECKED: RBT CHECKED: RMH 04-06 IMAGE FILES XREFERENCES XR-TITLE-NOSIG; FILE NAME R:\Roads\20043300\TABLES\U DIN-TABLE-02.dwg / Layoutl MRD\INT 24-MAY-05, 10:57:45 / alittlepage UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS LOCATION TYPE 4 PIPE z p a O z o� a oC � W Z Z N d Z Z W I W O d Y �C Z � Z � Z p p O J O' Q W p � w 0 J z � U CL > Q °C O 0 w w WQ w Qw � W zz ccoo0 H Q � z Jz �w wz z0 m p F- U U > a W � � � 0 W � Q > 0 � � 0 � w w z U w _j w '-' a Hp ap z � a a w � w � W O c~n I- 0 OJ � � » oCQ ~O W z a w REMARKS x � Ww 0 Q Wz p � Q ui w QI- w a » F_ � O p z Z iD ww ,_, a zU > > � w E f- � U Q 0I- � w oC ,_, Q p Q Oz Uz O w z < w � U -J U � E J _3 Uww H � Uw a a w 0 W (n Jp J H- - � W 0cy O �- F- O F- �Wf- W DC F Q w w w C7 Q Q p O U0 W 0 0 0a p 0 z � Ln U O 0 W oW 0 z0 Ln � � p = OJ z z F- OU 0 0 w O (Ft) (Ft) (Ft2) (Yd3) (Tons) % (Y/N) U (Ft) (Yd3) (Tons) 71+00 "A" 895.91 N 21 895.23 100 884 9 72+00 "A" 895.34 N 24 894.66 72+00 "A" 895.34 N 24 894.66 120 1061 10 73+20 "A" 896.05 N 29 895.37 73+20 "A" 896.05 N 29 895.37 180 1592 16 ' 75+00 "A" 896.99 N 31 896.59 75+00 "A.. 896.99 N 31 896.59 150 1326 13 +0.2 897.29 N 33 896.61 76+50 "A" 76+50 "A" 150 1326 13 897.29 N 33 896.61 �� h-i-I W 78+00 A" 896.96 N 35 896.28 ' H 896.96 N 35 896.28 O 140 1238 12 , N 79+50 "A.. 899.59 37 898.92 79+50 "A" 899.59 N 37 898.92 260 2299 23 -0.2 82+00 "A.. 899.07 N 42 898.81 82+00 "A.. 899.07 N 42 898.81 84+50 "A" 250 2210 22 900.57 N 45 899.90 i 84+50 "A" 900.57 N 45 899.90 W 87+75 "A" 325 2873 28 899.93 N 49 899.26 899.93 N 49 899.26 87+75 A 75 663 7 900.34 N 51 899.67 88+50 "A" con SUBTOTALS 1750 15,472 153 TOTALS 5641 49,774 490 OUTLET STATION = LOCATION OF OUTLET PIPE OUTFALL AT OUTLET AT OUTLET PROTECTOR OR CONNECTION TO DRAINAGE STRUCTURE HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL NONE VERTICAL SCALE DESIGNATION FOR APPROVAL DESIGN ENGINEER DATE N ' SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: TLM 30 1 of 1 55 UNDERDRAIN TABLE CONTRACT PROJECT CHECKED: RBT CHECKED: RMH 04-06 IMAGE FILES XREFERENCES XR-TITLE-NOSIG; FILE NAME R:\Roads\20043300\TABLES\UDN-TABLE-03.dwg / Layoutl MRD\INT 24-MAY-05, 11:01:09 / alittlepage s L J 0 s s u _..=v.__ d A SIGN SIGN SQUARE SQUARE SIGN ENCAPSULATED LENS ENCLOSED LENS 2 x 2 x 0. 105 2.25 x 2. 25 x 0.105 2 x 2 x 0.105 2.54 x 2. 54 x 0.105 REMARKS LOCATION SIGN SIZE METAL THICKNESS METAL THICKNESS REINFORCED REINFORCED UNREINFORCED UNREINFORCED LINE (STA. ) CODE 0.08 in. 0.10 in. 0.125 in. 0.08 in. 0.10 in. 0.125 in. POST LENGTH (ft) POST LENGTH (ft) POST LENGTH (ft) POST LENGTH (ft) in. x in. ft, ft, f t 2 f t 2 f t 2 f t 2 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL "A" 58+70 W2-6 36 X 36 9 13.5 13.5 58+70 W16-11 45 X 10 3.13 58+70 W13-1 18 X 18 2.25 60+20 W3-2o 30 X 30 6.25 10.67 10.67 61+01 R2-1 24X30 Ex. Sign 10.67 10.67 61+81 R1-2 36 X 36 X 36 3 15.0 15.0 61+81 Ploque 36 X 46 11.5 61+50 W11A-2 30 X 30 6.25 10.67 10.67 61+75 W11A-2 30 X 30 6.25 10.67 1 0.67 61+81 D3-1 10 X 44 3.06 61+78 R1-2 36X36X36 3 16.167 16.167 61+78 Ploque 36 X 46 11.5 PLACED ON YIELD SIGN POST 63+52 W11A-2 30 X 30 6.25 10.67 10.67 63+85 W11A-2 30 X 30 6.25 10.67 10.67 63+43 D3-1 10 X 44 3.06 64+17 R2-1 24X30 Ex. Sign 10.67 10.67 63+48 R1-2 36 X 36 X 36 3 16.167 16.167 63+48 Plaque 36 X 46 11.5 63+43 R1-2 36 X 36 X 36 3 15.0 15.0 PLACED ON YIELD SIGN POST 63+43 Ploque 36 X 46 11.5 65+08 W3-2o 30 X 30 6.25 10.67 10.67 66+51 W2-6 36 X 36 9 13.5 13.5 66+51 W16-11 48 X 10 3.13 66+51 W13-1 18 X 18 2.25 62+21 R6-1(R) 36 X 12 3 9.17 9.17 62+56 R6-1(R) 36 X 12 3 9.17 9.17 62+72 R6-1(R) 36 X 12 3 9.17 9.17 63+03 R6-1(R) 36 X 12 3 9.17 9.17 80+46 D3-5 10 X 44 3.06 10.67 10.67 80+23 R1-1 Ex. Sign TOTALS HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL NONE FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE NONE DESIGNED: RMH DRAWN: TLM SURVEY BOOK SHEETS SHEET SIGN 31 1 Of 55 CHECKED: RBT CHECKED: RMH & POST SUMMARY SHEET CONTRACT PROJECT - -- - - - - -- 04-06 FILE NAME R:\Roads\20043300\TABLES\SGN-SUM 1.dwg / SIGN-01 XREFERENCES XR-TITLE-NOSIG; DIRECTORY PATH: R:\Roads\20043300\TABLES\ MRD\INT : 07-APR-05, 16:51:00 / irc S U A Y_ 0 s -d-6- S I VOT N POST POST SIGN SIGN ENCAPSULATED LENS ENCLOSED LENS 2 x 2 x 0. 105 SQUARE SQUARE 2. 25 x 2. 25 x 0. 105 2 x 2 x 0.105 2.54 x 2. 54 x 0.105 REMARKS LOCATION SIGN SIZE METAL THICKNESS METAL THICKNESS REINFORCED REINFORCED UNREINFORCED UNREINFORCED LINE ( STA. ) CODE POST LENGTH (ft) POST LENGTH ft POST LENGTH ft POST LENGTH ft 0.08 1n. 0.10 1n. 0.125 1n. 0.08 1n. 0.10 1n. 0.125 1n. ( ) ( ) ( ) in. x in. ft2 ft2 ft2 ft2 ft2 ft2 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL 69+46 D3-4 10 X 44 3.06 10.67 10.67 69+19 R1-1 Ex. Sign 88+68 D3-3 10 X 44 3.06 88+56 R1-1 Ex. Sign 10.67 10.67 87+24 R2-1 Ex. Sign "S-1-A" 45+50 W2-6 36 X 36 9 13.5 13.5 45+50 W16-11 48 X 10 3.33 45+50 W13-1 18 X 18 2.25 47+00 W3-2o 30 X 30 6.25 10.67 10.67 48+56 R4-7 24 X 30 5 10.67 10.67 49+14 R1-2 36 X 36 X 36 3 15.0 15.0 49+14 Plaque 36 X 46 11.5 48+75 W11 A-2 30 X 30 49+11 W11A-2 30 X 30 6.25 10.67 10.67 49+19 D3-2 10 X 44 3.06 PLACED ON YIELD SIGN POST 49+19 R1-2 36 X 36 X 36 3 16.167 16.167 49+19 Ploque 36 X 46 11.5 50+88 W11A-2 30 X 30 6.25 10.67 10.67 50+81 D3-2 10 X 44 3.06 PLACED ON YIELD SIGN POST 51+10 W11A-2 30 X 30 6.25 10.67 10.67 50+81 R1-2 36 X 36 X 36 3 16.167 16.167 50+81 Ploque 36 X 46 11.5 51+51 R4-7 24 X 30 5 10.67 10.67 50+88 R1-2 36 X 36 X 36 3 15.0 15.0 50+88 Ploque 36 X 46 11.5 53+00 W3-2o 30 X 30 6.25 10.67 10.67 54+50 W2-6 54+50 W16-11 54+50 W13-1 TOTALS HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL NONE , FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE NONE DESIGNED: RMH DRAWN: TLM SURVEY BOOK SHEETS- SHEET SIGN 32 of 55 CHECKED: RBT CHECKED: RMH & POST SUMMARY SHEET CONTRACT PROJECT . 04-06 FILE NAME R:\Roads\20043300\TABLES\SGN-SUM 1.dwg / SIGN-02 XREFERENCES XR-TITLE--NOSIG; DIRECTORY PATH: R:\Roods\20043300\TABLES\ MRD\INT : 26-MAY-05, 19:15:06 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 905 905 N � :1 62 0 00 62 X00 3: ■ Q) AC = 102 AF = 9 900 + .�- 00 Lu VC = 160 VF = 18 w 00 Proposed R/W Proposed R/W °' 895 895 Inv. El. 895.94 + +00, Str. No. 10 00, Str. No. 9 Inv. El. 895.94 905 905 ko LO m o 0 o 61 61 _ 900 3•. --�-- ---�-- -- --_. _------ �z 900 + + -- + 50 W W a a Existing R/W AC = 71 AF = 10 Existing R/W 895 895 VC = 61 VF = 41 905 905 0 00 0 ° 900 61 � 3�z 61 900 3 1 + � - _ — + 15 15 6 �? a a 895 Existing R/W Existing R/W 895 —f AC = 23 AF = 53 1 Inv. El. 895.66 Inv. El. 895.42 +15, Str. No. 6 Inv. El. 895.40 +15, Str. No. 7 +15, Str. No. 8 Inv. El. 891.38 BEGIN CONSTRUCTION STA. 61+15 LINE "A" 905 905 M Ul ° 60 0 60 � 900 + + 900 _' ---- —____ ---- 50 r 50 895 895 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED 1"=5' FOR APPROVAL CITY OF CARMEL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=51 SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: ]RC DITCH ROAD 33 1 of 1 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT - 04-06 XREFERENCES DITCH—XS—TITLE; rc001001; FILE NAME R: \Roods\20043300\XSEC\XS—A-0l.dwg / Loyout1 MRD\INT 23—MAY-05, 18:08:46 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 � �t n o Ln o 64 c 900 —0— --�-- �� 64 + 900 + 00 W W 00 c� c� Existing R/W a a Proposed R/W 895 AC = 80 AF = 11 895 VC = 123 VF = 17 905 0 905 N d' 00 Ln O 63 3 3z 63 + 900 r 900 + 50 W W c� AC = 53 AF = 7 50 Proposed R/W Existing R/W °" VC — 144 VF — a 895 _ _ 23 R/W 895 905 Ln 905 0 63 63 + + 00 AC = 102 AF = 18 00 VC = 259 VF = 17 895 895 905 N 905 0 + 900 90Q_ + 50 AC = 177 AF = 0 50 VC = 259 VF = 9 895 895 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=51 SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: JRC DITCH ROAD 34 of 1 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT !M'AGE FILES 04-06 - XREFERENCES DITCH—XS—TITLE; rc002001; FILE NAME R:\Roads\20043300\XSEC\XS—A-02.dwg / Layout1 MRD\INT 07—APR-05, 12:25:03 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 N 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 N 00 O Ln It --3•.� 65 65 900 �" 900 + - -- 50 w w 6 Proposed R/W 895 Existing R/W 895 AC = 148 AF = 5 VC = 243 VF = 11 905 0 905 .-_4 65 65 ----- 900 + 900 ____ 00 00 w w 6 Proposed R/W Existing R/W —/d AC x114 AF — 7 895 895 VC = 220 VF = 14 31.3' Class I Drive Req'd. Rt. 17' 14.3' Proposed R/W Temp. R/W 905 905 N ,-i O O o s 76 io 64 + 900 2% 900 + W W 52.81 52.81 6 Existing R/W a a 895 895 AC = 137 AF = 9 VC = 13 VF = 1 905 905 N Inv. El. 895.52 ,-1 0 0 6 64 0 r, r, 3 64 900 _ M 900 + + --" 50 50 7 Lu Proposed R/W Existing R/W 895 895 FL_j AC = 107 AF = 9 +28, Str. No. 12 VC = 174 VF = 19 Inv. El. 895.94 +28, Str. No. 11 10 Inv. El. 895.54 +28, Str. No. 11A Inv. El. 891.75 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED 1"=5' FOR APPROVAL CITY OF CARMEL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5 SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: ]RC DITCH ROAD 35 1 of 1 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT -- - 04-06 XREFERENCES DITCH—XS—TITLE; rc003001; FILE NAME R:\Roods\20043300\XSEC\XS—A-03.dwg / Layoutl MRD\INT 23—MAY-05, 18:23:59 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 M c� —_ 67 900 + + 900 3'1 - ' 00 00 W W AC 91 AF — 136 a VC = 200 VF — 16 °" Existing R/W 895 895 Existing R/W 905 905 ° o Ln � 66 66 —�- 900 + + 900 50 50 _ . AC — 124 AF = 4 . Existing R/W c6 895 Existing R/W a VC = 222 VF = 7 a 895 905 905 M T o M 66 M 66 �--- °' � -� 900 rn °' . + + 900 - ° ° ---- 00 00 w w 6 Existing R/W Existing R/W a a 895 895 AC = 115 AF = 3 Inv. El. 895.23 VC = 170 VF = 3 Inv. El. 894.99 +10, Str. No. 15 +10, Str. No. 14 Inv. El. 894.90 +10, Str. No. 13 Inv. El. 892.02 41.5' Class I Drive Req'd. Rt. 905 905 N 17' 24.5' ON o q% _ - Temp. R/W NT M M 65 6 5 _ ___- ' 3• cn 7.58% 900 + + 900 _____ ----- z ----- 2% 70.77 70.77 w W Existing R/W °• °' Proposed R/W 895 895 AC = 198 AF = 3 VC = 133 VF = 3 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE 1"=5' RECOMMENDED CITY OF CARMEL VERTICAL SCALE DESIGNATION FOR APPROVAL DESIGN ENGINEER DATE 1"=5 SURVEY BOOK SHEETS DESIGNED: RMH DRAWN:--_ DITCH ROAD 36 )f 55 _ __ __ CONTRACT PROJECT CHECKED: RBT CHECKED: RMH CROSS SECTIONS 04-06 XREFERENCES DITCH—XS—TITLE; rc004001; FILE NAME R:\Roads\20043300\XSEC\XS—A-04.dwg / Layout1 MRD\INT 07—APR-05, 12:25:46 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 N o Street Approach Req'd. Rt. rn 68 900 31 1.32% 900 68 + + 95.4 5. AC = 70 AF = 24 895 Existing R/W VC = 120 VF = 33 895 905 M 905 co Ln 0 0 o 0 � o 68 3�� 3�z 68 + 900 _ 90 + 50 w W 50 AC = 72 AF = 156 Existing R/W a VC — 132 VF = 26a Existing R/W 895 895 905 905 Ln OM N 00 01 68 0 0 .1 68 + 900 900 00 --____ ___-- - 00 w Lu �? AC = 71 AF = 136 Existing R/W a VC = 134 VF = 29 a Existing R/W 895 895 905 905 p1 CID M Ln M 0 rn ko -_ 0 67 900 — 900 50 50 w w d 6 Existing R/W a AC 73 AF = 18 a Existing R/W 895 895 Z.= Inv. El. 896.28 VC = 152 VF = 29 +50, Str. No. 17 Inv. El. 896.04 r y +50, Str. No. 16 Inv. El. 896.02 J7 Inv. El. 892.30 +50, Str. No. 16A 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1' =5 u SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: ]RC DITCH ROAD 37 of 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT 04-06 XREFERENCES DITCH-XS-TITLE; rc005001; FILE NAME R:\Roads\20043300\XSEC\XS-A-05.dwg / Layoutl MRD\INT 07-APR-05, 12:26:07 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 905 905 0 70 900 0) 0) 3. 900 70 + 3.� ■ •1 + ----- / 50 � � —' 50 895 Existing R/W AC = 21 a AF = 54 a Existing R/W 895 VC = 66 VF = 82 905 905 70 900 3•- 3:1 900 + 00 00 Existing R/W AC = 50 AF = 35 Existing R/W 895 VC = 104 VF = 59 895 905 905 0 0 69 69 + 900 3�1 — 3"1 9 + 50 50 Existing R/W Existing R/W 895 895 AC = 62 AF = 29 Inv. El. 896.31 +50, Str. No. 19 VC = 121 VF = 50 +50, Str. No. 18 Inv. El. 896.07 Inv. El. 896.05 +50, Str. No. 18A Inv. El. 892.70 905 905 ko 0 69 3:1 3:1 69 + 900 _ 900 + ____- 00 00 AC = 69 AF = 25 895 Existing R/W VC = 12 VF = 5 895 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5' SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: IRC DITCH ROAD 38 of 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT 04-06 XREFERENCES DITCH—XS—TITLE; rc006001; FILE NAME R: \Roods\20043300\XSFC\XS—A-06.dwg / Layoutl MRD\INT 08—APR-05, 14:58:48 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 905 905 M M 900 co Ln co 900 7 2 °° °° 72 00 00 895 Proposed R/W a a Existing R/W 895 AC = 0 AF = 122 Inv. El. 894.66 VC = 0 VF = 207 +00, Str. No. 24 +00, Str. No. 23 Inv. El. 894.42 Inv. El. 894.40 +00, Str. No. 22 Inv. El. 893.45 905 905 Ln Ln co 900 m m _ 900 3) 895 3.1 00 3:Y 71 __ _-- ----- -�sr + --- 6 d 50 Existing R/W a a Existing R/W 895 AC = 0 AF = 101 VC = 0 VF = 170 905 905 N .—t M Q1 M 71 900 � � � ___--- ---__ 00 � 3:z �- ---90&— 71 00 _____ - w w --- - 00 6 C7 895 Existing R/W a a Existing R/W 895 Inv. El. 895.23 AC = 0 AF = 82 +00, Str. No. 21 VC — 20 VF — 126 +00, Str. No. 20 j / Inv. El. 894.99 Inv. El. 894.97 +00, Str. No. 20A Inv. El. 893.15 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5 u ROAD SURVEY BOOK SHEETS DITCH DESIGNED: RMH DRAWN: JRC 39 1 of 1 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT 04-06 XREFERENCES DITCH—XS—TITLE; rc007001; FILE NAME R:\Roads\20043300\XSEC\XS—A-07.dwg / Layoutl MRD\INT 23—MAY-05, 18:32:56 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 , 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 N � N c M c� 74 900 — 3:1 � °' � 3: .,--� � 900 74 + z + 00 00 w w c� 0 895 Proposed R/W AC = 14 AF = 24 a Existing R/W 895 VC = 20 VF = 62 905 905 M � M 73 \ 900 .1 °° 0 3. / / �. 900 + + 3 co •Y 50 50 Lu w C7 C� 895 Proposed R/W a AC = 8 AF = 43 a Existing R/W 895 VC = 8 VF = 100 905 905 Ln 73 900 -i �R00 73 50:.1 00 � ■ ,—� + co . 3;1 ,� + 00 w w ,,-- ' 00 895 Proposed R/W AC = 0 AF — 64 Existing R/W 895 VC = 0 VF = 244 Inv. El. 895.37 +20, Str. No. 29 +20, Str. No. 28 Inv. El. 895.13 Inv. El. 895.10 +20, Str. No. 27 Inv. El. 893.81 N N Proposed R/W rn 900 h � 900 00 72 00 ■ °° 7 2 3:1 + w w 3:j + 6 50 895 ----- a a ski ng�/W- 89 5 50 = = Inv. El. 895.00 C 0 VF 298 890 890 Inv. El. 889.16 +40, Str. No. 25 Inv. El. 889.16 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE Ivy=51 SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: JR-C DITCH ROAD 40 1 of 1 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT 04-06 WAGE PLIES XREFERENCES DITCH—XS--TITLE; rc008001; FILE NAME R:\Roods\20043300\XSEC\XS—A-08.dwg / Layoutl MRD\INT 07—APR-05, 12:27:05 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 c 00 �1 � _ - -- c O 00 ---- 0 011 0 7 5 75 5.99% ■ - ° rn ■ 3z -�" 900 + ■ 2% + 900 - - 33.7 9 w w� —' ___---- 33.79 6 AC = 108 AF = 15 6 Temp. R/W a VC = 110 VF = 19 a Existing R/W 895 Proposed R/W 895 17.3' 17' 34.3' Class I Drive Req'd. Lt. 905 905 0 0 0 75 75 + 900 900 00 w w 00 Proposed R/W a a Existing R/W 895 AC = 69 AF = 15 895 +00, Str. No. 31 VC = 79 VF = 19 +00, Str. No. 30 -V/, Inv. El. 896.59 Inv. El. 896.35 Inv. El. 896.33 +00, Str. No. 30A Inv. El. 894.36 35.7' Class I Drive Req'd. Lt. 18.7' 17' 905 905 0 rn 74 0 74 0 0 0 ■ 65.06 900 900 65.06 w w 6 6 Temp. /W a AC = 53 AF = 13 a p' Proposed R/W Existing R/W 895 VC = 24 VF = 8 895 905 905 o ° 0 74 74 z 3.1 -- 900 + 900 ---- + 50 W W 50 a AC = 31 AF = 14 a Existing R/W 895 VC = 42 VF = 36 895 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARREL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5' SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: JRC DITCH ROAD 41 1 of 1 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT 04-06 XREFERENCES DITCH—XS—TITLE; rc009001; FILE NAME R:\Roads\20043300\XSEC\XS—A-09.dwg / Layoutt MRD\INT 23—MAY-05, 18:52:17 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 905 905 N � N O O) O 77 900 3:1 �--- _ ■ 3.1 77 + 900 00 w AC = 60 AF = 13 w 00 c� c� Proposed R/W a VC = 107 VF = 32 R/W 895 895 905 N 905 ko O 76 3'.1 ---° 76 + 900 — 900 + W w 50 6 AC = 55 AF = 216 50 Proposed R/W a _ _ a Existing R/W Ve 895 895 +50, Str. No. 33 +50, Str. No. 32 Inv. El. 896.61 Inv. El. 896.37 Inv. El. 896.27 +50, Str. No. 32A Inv. El. 894.80 905 905 Ln kD 1.0 76 6 rn O 76 00 900 900 W w 00 6 AC = 58 AF = 16 6 Proposed R/W a VC — 146 VF = 29 a Existing R/W 895 895 905 ,n 905 Ln L L, CID CID 75 z o o 75 50 900 900 50 W W 6 AC = 99 AF = 15 6 Proposed R/W a VC = 64 VF = 10 a Existing R/W 895 895 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5' DESIGNED: RMH DRAWN: ]RC DITCH ROAD SURVEY BOOK SHEETS 42 1 of 1 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT 04-06 XREFERENCES DITCH—XS—TITLE; rc010001; FILE NAME R: \Rocids\20043300\XSEC\XS—A—IO.dwg / Loyoutl MRD\INT 07—APR-05, 12:27:44 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 M *� M ko O O kD 78 3. 6 � .1 78 + 900 900 + 50 w W 50 AC = 115 AF = 0 Proposed R/W n- VC = 91 VF = 0 Existing R/W 895 895 31.2' Class I Drive Req'd. Lt. 14.2' 17' 905 ko 905 0 0 0 78 0 1 �� 78 28.92 900 900 28.92 w AC = 118 AF = 0 Temp. R/W Proposed R/W a VC = 122 VF = 0 a Existing R/W 895 895 905 M 905 78 N ko 78 M O M �- + + 900 —` ---~ 900 w AC = 110 AF = 0 w Proposed R/W °' VC = 187 VF = j a Existing R/W 895 895 +00, Str. No. 35 Inv. El. 896.28 +00, Str. No. 34 Inv. El. 896.04 Inv. El. 895.96 +00, Str. No. 34A Inv. El. 895.25 905 00 905 Lq 00 ; 00 0 o 00 77 0 0 77 50 900 ---' 900 50 ui AC 92 AF - 3 P (D L roposed R/W a VC = 140 VF = 15 a Existing R/W 895 895 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5' DESIGNED: RMH DRAWN: JRC DITCH ROAD SURVEY BOOK SHEETS 43 1 of 1 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT IMAGL HILLS XREFERENCES DITCH-XS-TITLE; rc011001; FILE NAME R:\Roads\20043300\XSEC\XS-A-1l.dwg / Layoutl MRD\INT 07-APR-05, 12:28:03 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 910 910 905 0 ro 80 3: 0 905 00 900 + Proposed R/W AC = 76 AF = 6 900 00 VC = 4 VF = 0 Existing R/W Street Approach Req'd. 910 25' 910 905 N 905 79 ° ,3• ■ rn 98.49 900 + Proposed R/W AC = 76 AF = 6 900 98.49 VC = 132 VF = 7 905 co Ln M 79 00 N co 905 + 1 ■ ■ 3:z 79 50 900 + W w 9001 50 Proposed R/W a a AC 71 AF Existing R/W $95 Inv. El. 898.92 = +40, Str. No. 37 VC = 142 VF = 2 +40, Str. No. 36 L 895 Inv. El. 898.68 Inv. El. 898.60 +40, Str. No. 36A Inv. El. 895.69 905 N 905 � N ON1 *i O .-i 79 3 1 • ___ �, + � ° ■ 3:1 79 00 900 + w W 900 00 AC = 82 AF = 0 Proposed R/W a VC = 182 VF = 0 C' Existing R/W 895 895 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5' DESIGNED: RMH DRAWN: JRC DITCH ROAD SURVEY BOOK SHEETS - --- _ _ - -- - 44 1 of 1 55 CHECKED: RBT CHECKED:- - RMH CROSS SECTIONS CONTRACT PROJECT _ _ -- - 04-06 XREFERENCES DITCH—XS--TITLE; rc012001; FILE NAME R:\Roods\20043300\XSEC\XS—A-12.dwg / Layoutl MRD\INT 24—MAY-05, 09:12:15 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 rn O p� 910 °° 910 w 0 o w 905 82 905 .,+. —1--- ' 3 00 + 900 AC = 104 AF = 0 00 Proposed R/W 900 = = 8 Existing R/W . El. 898.81 +00, Str. No. 42 +00, Str. No. 41 Inv 1 Inv. El. 898.57 Inv. El. 898.49 +00, Str. No. 40 Inv. El. 896.46 O M d1 Ln 910 "'fn ° M 910 o ° wo w 905 a 3 905 81 z ■ --� 3. + \z + 50 + 9 0 0 AC = 89 AF = 9 ---- 5 0 900 Proposed R/W —/] /W VC = 167 VF = 14 Existing R/W 910 910 0 905 0 905 300) 900 3�-� ' 81 00 AC = 91 AF = 6 900 Proposed R/W VC = 169 VF = 6 Existing R/W 910 910 CID 905 905 80 + 3;Y 80 + __--- + 50 900 AC = 9z AF = 0 900 Proposed R/W VC = 156 VF = 6 Existing R/W 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CAS ,{EL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5' SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: JRC DITCH ROAD 45 of 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT IMAGL 1-11-LS - 04-06 XREFERENCES DITCH—XS—TITLE; rc013001; FILE NAME R:\Roads\20043300\XSEC\XS—A-13.dwg / Layout1 MRD\INT 24—MAY-05, 09:14:17 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0) N M N 84 905 0) 905 905 84 M M 3• ■ o o ■ 3 ---- + 00 00 w w 900 0 AC = 71 AF = 2 6 900 Proposed R/W a VC = 132 VF = 4 a Existing R/W 910 910 ° 905 905 M Ql M 83 :z 83 + + 50 w W 50 900 0 AC = 71 AF = 2 �? 900 Proposed R/W a VC = 143 VF = 3 a Existing R/W 910 910 M N m N cn 905 ° N 905 "'83 "' "' + 1 ■ 3:z / 83 00 900 6 AC = 83 AF = 1 6 900 Proposed R/W a VC = 170 VF = 1 a Existing R/W 910 910 N � N 905 905 1171%�!— �— 0 — c— 82 ot ■1 50 w w 50 z + 900 6 AC = 100 AF = 0 � 900 Proposed R/W a VC = 189 VF = 1 a Existing R/W 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=51 SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: JRC DITCH ROAD 46 1 of 1 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT J XREFERENCES DITCH—XS—TITLE; rc014001; FILE NAME R:\Roods\20043300\XSEC\XS—A-14.dwg / Layoutt MRD\INT 07—APR-05, 12:28:57 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 r- 00 kD 00 o Q°, 3:j ■ 905 86 X05 3••� + 86 00 + w w 00 ' — AF = 18 a Existing R/W AC — 56 900 900 Proposed R/W VC = 105 VF = 25 910 910 CD ui o °1 0 3:� ■ 905 85 85 905 3:1 ' + + w w 50 = 57 = AF 9 �? Existing R/W 50 tj AC 900 900 Proposed R/W VC = 116 VF = 14 910 910 N c N 0 N 905 85 rn :1 ■ o ° 85 905 3 1 ------ — + 00 w w 00 c? AC = 68 AF = 6 6 Existing R/W a a 900 900 Proposed R/W VC = 128 VF = 14 910 910 rn Ln 84 M M .1 905 + 84 0 + 31 50 w w _ 7n AF = 900 n. a Existing R/W 900 Proposed R/W VC = 131 VF — Inv.TE l 899.90 +50, Str. No. 45 +50, Str. No.44 Inv. El. 899.66 Inv. El. 899.58 +50, Str. No. 43 Inv. El. 897.21 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE 1"=5' RECOMMENDED CITY OF CARMEL VERTICAL SCALE DESIGNATION FOR APPROVAL DESIGN ENGINEER DATE 111=5 SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: JRC DITCH ROAD 47 1 of 1 55 CONTRACT PROJECT CHECKED: RBT CHECKED: RMH CROSS SECTIONS 04-06 FMAGL J XREFERENCES DITCH—XS—TITLE; rc015001; FILE NAME R:\Roads\20043300\XSEC\XS—A-15.dwg / Layout1 MRD\INT 07—APR-05, 12:29:24 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 rn Ln 87 905 + 3••1 3 905 87 50 •z + 50 900 Proposed R/W 900 AC = 0 AF = 95 Existing R/W Inv. El. 899.26 VC — 6 VF — 144 +75, Str. No. 48 +75, Str. No. 49 — — Inv. El. 899.02 Inv. El. 898.84 +75, Str. 748A Inv. E . . 910 910 87 905 "' 31 + —� 3:z 905 87 00 ---- 00 900 Proposed R/W AC = 6 AF = 61 Existing R/W 900 VC = 21 VF = 68 910 910 Ln ° Ln Ln 86 905 3.1 ° + 3:z 905 86 c� 6 50 900 Proposed R/W AC = 17 AF = 35 Existing R/W VC = 61 VF = 43 900 910 910 21.2' Class I Drive Req'd. Lt. 4.2' 17' 00 °i• 00 86 905 137 ■ ■ . - — .3. 905 86 00.74 W W + Temp. R/W a AC = 50 AF = 12 a Existing R/W 00.74 900 Propo7pj /W V C = 1 VF = 0 900 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' . FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE DITCH ROAD SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: JRC 48 1 of I 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT 04-06 XREFERENCES DITCH—XS—TITLE; rc016001; FILE NAME R:\Roods\20043300\XSEC\XS—A-16.dwg / Layoutl MRD\INT 07—APR-05, 12: 29:43 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 END CONSTRUCTION STA. 88+88.54 LINE "A" 910 910 Ln M 905 88 p 905 ° �r — -- + 88 + 88.55 88. 55 900 AC = O AF = O 9O0 VC = 7 VF = 95 Inv. El. 901.89 +13, Str. No. 51A +10, Str. No. 53 Inv. El. 901.36 910 910 Proposed R/W N M 905 905 r 3:z 88 88 3'1 + + f--- 50 50 900 900 Fn AC = 10 AF = 133 Inv. El. 899.77 +50, Str. No. 51 VC = 11 VF = 229 Inv. El. 899.67 Inv. El. 899.59 Inv. El. 899.22 +50, Str. No. SiB +50, Str. No. 50 +50, Str. No. 52 Inv. El. 898.40 910 910 Ln M m 905 88 88 905 ° 3:1 + + 3 1 00 00 900 Proposed R/W AC = 2 AF = 114 900 VC = 2 VF = 194 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED 1"=5'FOR APPROVAL CITY OF CARMEL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5 SURVEY BOOK SHEETS DESIGNED: RMH DRAWN: -JRC DITCH ROAD 49 1 of 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT - - H - 04-06 XREFERENCES DITCH—XS—TITLE; rc017001; FILE NAME R:\Roods\20043300\XSEC\XS—A-17.dwg / Layoutl MRD\INT 26—MAY-05, 16:05:38 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 910 910 Existing R/W ° 46 905 vt Existing R/W 905 46 50 50 900 AC = 28 AF = 0 900 BEGIN CONSTRUCTION STA. 46+25.27 LINE "S-1-A" 910 910 00 905 0 46 °' 905 00 900 00 900 910 910 905 45 905 45 50 900 900 910 910 905 905 45 �- ---- � 45 00 00 900 900 BEGIN INCIDENTAL CONSTRUCTION STA. 45+00 LINE "S-1-A" 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5'FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5' DESIGNED:—— STREET RMH DRAWN: JRC - 141 ST STREET SURVEY BOOK SHEETS 50 1 of 1 55 CHECKED:- RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT 04-06 IMAGE FILES XREFERENCES rc001002; 114—XS—TITLE; FILE NAME R: \Roads\20043300\XSEC\XS—S1A-0l.dwg / Layoutl MRD\INT 26—MAY-05, 14:32:53 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 M Dl O Q) 905 Existing R/W °O n N Existing R/W 905 o a 48 3:1 . 900 48 50 50 ' 900 + AC = 121 AF = 0 50 VC = 160 VF = 23 895 895 N n M O m 905 Existing R/W m � Existing R/W 48 � a Inv. El. 898.78 905 + __--- 48 00 900 900 00 AC = 52 AF = 25 895 Inv. El. 899.06 VC = 87 VF = 65 +00, Str. No. 55 Inv. El. 898.82 895 Inv. El. 896.68 +00, Str. No. 5 +00, Str. No. 54A 910 .-A 00 LO 0 910 O II 905 Existing R/W Existing R/W o a 47 3.1 __--- 3, + z 905 ■ ■ 50 ---- 47 900 AC = 42 AF = 4 5 + VC = 92 VF = 61 900 50 910 Ln ° 910 Existing R/W N n 905 a Existing R/W 47 + a 3.1 905 00 47 900 AC = 57 AF = 21 + VC = 79 VF = 20 900 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 RECOMMENDED APPROVAL COMMENDED HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1„=5' . -- -- - -_-- - - VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE DESIGNED: RMH DRAWN: JRC 141 ST STREET SURVEY BOOK SHEETS 51 of 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT IMAGE FILES XREFERENCES 114—XS—TITLE; rc002002; 04-06 FILE NAME R: \Roods\20043300\XSEC\XS—SlA-02.dwg / Layoutl MRD\INT 08—APR-05, 15:06:51 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 M O O 905 ° 905 c� o a 1 50 50 + 0 - - `— 9 50 + AC = 314 AF = 1 50 VC = 885 VF = 1 895 895 M O Nt O O 905 905 o a rn 900 50 + 900 50 00 AC = 641 AF = O I 00 VC = 955 VF = O 895 895 +25, Str. No. 58 Inv. El. 891.50 M O O O 905 Ln ". 905 N 6 O d Qi 4 50 00 �-- 9 49 �+3 - AC = 390 AF = 0 50 VC = 580 VF = 0 895 895 Ln M O O ()1 905 Proposed R/W Existing R/W N ii Existing R/W Proposed R/W 905 N C7 Q1 d 900 3• 49 + 00 = 23T 6 AF = Inv. El. 895.62 + 49 900 VC 331 VF = 0 895 Inv. El. 893.56 895 +16, Str. No. 57 Inv. El. 895.89 E Lcl--+16, Str. No. 56 Inv. El. 895.65 +13, Str. No. 56A 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' . FOR APPROVAL _ VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5' 141 ST STREET DESIGNED: RMH DRAWN: T SURVEY BOOK SHEETS]RC 52 1 of 1 55 CHECKED: RBT CHECKED:--- RMH CROSS SECTIONS CONTRACT PROJECT - - - 04-06 IMAGE FILES XREFERENCES 114—XS—TITLE; rc003002; FILE NAME R:\Roods\20043300\XSEC\XS—SIA-03.dwg / Layoutl MRD\INT 24—MAY-05, 09:33:35 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 . 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 N N O 0) 905 Existing R/W 0 a 905 + ' 3 1 3 52 52 T 50 900 + AC = 41 AF = 17 900 50 Proposed R/W VC = 77 VF = 31 895 895 co O O N O 905 `Y'• II Existing R/W 905 N (D + -------- 52 ' 3.1 3�1 00 900 + 52 + 900 00 AC = 42 AF = 16 Proposed R/W VC = 100 VF = 18 895 895 905 ° Existing R/W 905 O a: 51 + 900 ---- ___ _ 3�z 51 50 900 + = 50 AC 65 AF = 3 Proposed R/W 895 VC = 197 VF = 2 895 M ri M 905 0 Existing R/W -proposed R/W 905 14 U 51 °' a + 900 : 50:1 — ---- — ; 1 —� 51 00 900 + 00 895 Proposed R/W Inv. El. 895.25 AC = 147 AF = 0 895 +75, Str. No. 60 Inv. El. 895.53 VC = 427 VF = 1 Inv. El. 895.29 +75 , Str. No. 59 +67 , Str. No. 59A Inv. El. 894.00 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5' DESIGNED: RMH DRAWN: JRC 141ST STREET SURVEY BOOK SHEETS - -- - -- --- - - - 53 of 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT IMAGE FILES XREFERENCES 114—XS—TITLE; rc004002; FILE NAME R:\Roads\20043300\XSEC\XS—S1A-04.dwg / Layoutl MRD\INT 24—MAY--05, 09:54:41 / alittlepage 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 ko n T-i 905 0) 905 o 11 Existing R/W O a rn 54 900 ____ ---- — 900 + + _ + 50 50 AC = 0 AF = O 895 VC = 14 VF = 56 895 END CONSTRUCTION STA. 53+37 LINE "S-1-A" ko 0 rn 905 a 905 Existing R/W ; O 54 54 3'•� °' a 3:1 + 900 900 + 00 00 Proposed R/W AC = 15 AF = 60 VC = 32 VF = 109 895 895 ko N O Q� 905 Existing R/W 905 c� O a 53 3�z _ + + ■ 3.1 ■ 50 900 ___-- - 900 50 AC = 19 AF = 58 Proposed R/W VC = 54 VF = 71 895 895 0 N O Q1 905 00 �� Existing R/W 905 N C� o a: 53 53 ----------------- _ ■ -� 00 900 900 00 AC = 39 AF = 19 Proposed R/W VC = 75 VF = 33 895 895 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=51 SURVEY BOOK SHEETS DESIGNED: RMH _ DRAWN: JRC 141 ST STREET 54 of 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT 04-06 IMAGE FILES XREFERENCES 114-XS-TITLE; rc005002; FILE NAME R:\Roods\20043300\XSEC\XS-SlA-05.dwg / Layout1 MRD\INT 08-APR-05, 15:54:51 / jrc 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 NT n 905 905 6 Existing R/W o ri 5 5 _�___ ( 55 + 900 - - --- _ 900 + 00 00 AC = 0 AF = O 895 vC = 0 vF = 0 895 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL 1"=5' FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1"=5' SHEETS DESIGNED: RMH DRAWN: JRC 141 ST STREET SURVEY BOOK SHE 55 E of 1 55 CHECKED: RBT CHECKED: RMH CROSS SECTIONS CONTRACT PROJECT IMAGE FILES XREFERENCES 114--XS—TITLE; rc006002; FILE NAME R:\Roads\20043300\XSEC\XS—SIA-06.dwg / Layoutt MRD\INT 26—APR-05, 09:14:49 / ckehl