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City of Carmel Project #11-02 Towne Road Plans LOCATION MAP CITY OF CARMEL PROJECT NO. 11-02 PLANS PREPARED BY: 1-800-382-5544 "IT’S THE LAW" HOLEY MOLEY SAYS "DON’T DIG BLIND" LORI WATSON - MEMBER BOARD OF PUBLIC WORKS AND SAFETY MARY ANNE BURKE - MEMBER JAMES BRAINARD, MAYOR - CHAIRMAN APPROVED BY: 131st Street to 146th Street TOWNE ROAD PROJECT LETTING DATE: 03-02-2011 sbalog 8:42:07 AM2/11/2011 p:\in2004\0222\d. drawings\IN2004.0222.RD.PH2.TS01.DGN P R O J E C T N O . 1 1 -0 2 - T O W N E R O A D DOCUMENTS FINAL CONSTRUCTION INDIANA DEPARTMENT OF TRANSPORTATION TO BE USED WITH THESE PLANS CERTIFIED BY:DATE OWNER CITY OF CARMEL ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571-2400 PER INDIANA STATE LAW IS-69-1991. DAYS BEFORE COMMENCING WORK. LOCATION SERVICE TWO (2) WORKING WITHOUT NOTIFYING THE UNDERGROUND IT IS AGAINST THE LAW TO EXCAVATE CALL TOLL FREE CALL 2 WORKING DAYS BEFORE YOU DIG DESIGNED:CHECKED: DRAWN:CHECKED: TOPOGRAPHIC SURVEY BY: FIRM NAME: ADDRESS: CITY/STATE: PHONE: CONTACT: JSB MJM MJM JSB AMERICAN STRUCTUREPOINT 7260 SHADELAND STATION INDIANAPOLIS, IN 317-547-5580 SAM BALOG 02-10-2011 1"=2000’ STANDARD SPECIFICATIONS DATED 2010 T 1 8 N 31 32 33 34 30 29 28 27 19 20 21 22 18 17 16 15 R 3 E W 146th St W 141st St T o w n e R o a d Milano Dr W 136th St Presidents St W 131st St S h e l b o r n e R o a d W 4 3 r d R o a d Bear Creek L i t t l e E a g l e C r e e k R o a d 141st St A l m o n d D i t c h H e n l e y C r e e kElliot Creek H o o v e r R o a d W 126th St C l a y C e n t e r R o a d Elliot Creek Boone Creek Lion Creek No. STATE OFANAIDNI DERETSIGER R E ENIGNE LANOI S S EFO R P 10505104 GOLAB LEUMAS .J 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www.structurepoint.com 166+00.00 "A" END PROJECT 11-02 24+50.00 "PR-A" BEGIN PROJECT 11-02 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 2 ** The paper relocation will be cross sectioned by the Engineer before construction. ** REPRESENTS GENERAL NOTES REQUIRED SHEET NO.DRAWING INDEX REVISIONS SHEET NO.DATE REVISED INDEX TO SHEETSGENERAL NOTESUTILITIES INDEX AND GENERAL NOTES Sta. __________, shall be removed as directed. Existing asphalt pavement located outside the construction limits, between Sta. __________ and except where sodding is specified All earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded determine the actual excavation quantities. paving contract. However, partial or complete cross sections shall be taken if necessary to The final cross sections of the grading contract will be the original cross sections of the treatment by displacement, where each treatment applies. theoretical cross sections by using treatment of existing fills, treatment by removal, or The quantity of peat excavation shown on the plans has been estimated on the basis of or farm field type fence (FFTF) where specified in the plans. All limited access right-of-way (L.A. R/W) is to be fenced with chain link type fence (CLTF) 11-02 MJM JSB MJM JSB CITY OF CARMEL 116 02-10-2011 1 Approach Table Underdrain Tables Structure Data Tables Cross Sections 2 Title Sheet Index And General Notes Typical Cross Sections Plan And Profile Sheets Erosion Control Plans Construction Details Plat No. 1 6-8 20-29 36-39 40-44 47 Spot Elevation Details30-31 45 48-50 46 51-55 ATTN: Cindy Rowland (317) 776-5341 Noblesville, IN 46062 100S. Mill Creek Rd. Duke Energy ELECTRIC: ATTN: Don Perdue (317)776-5534 Noblesville IN 46061 P.O. Box 1700 16000 Allisonville Road Vectren Energy GAS: ATTN: Joe Evans (317) 339-9075 Indianapolis, IN 46218 3030 Roosevelt Ave, Bright House Networks CABLE TELEVISION: ATTN: Ryan Hartman (317)844-9200 Indianapolis, IN 46280 10701 North College Avenue, Suite A Clay Twp. Regional Waste District ATTN: John Duffy (317)571-2265 Carmel, IN 46032 Ste. 110 760 Third Ave. City of Carmel Utilities WATER & SEWER: ATTN: Greg Cammack (317) 25252-5134 Indianapolis, IN 46220 5870 North College Avenue. AT&T Indiana TELEPHONE:3 4-5 Miscellaneous Quantities Table Sheet Sign & Post Summary Table Traffic Maintenance Details 32-35 9-19 56-116 Pavement Marking And Sign Details Landscape Details sbalog 8:42:09 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.IN01.DGN No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE TYPICAL CROSS SECTIONS 3 11-02 MJM JSB MJM JSB 1" = 5’CITY OF CARMEL 116 02-10-2011 MedianMulti-Use Path Strip Utility Median Multi-Use Path Strip Utility U U K K 19 17 8’-0"6’-0"6’-0"1’-0"2’-0"12’-0"2’-0"8’-0"2’-0"12’-0"2’-0"1’-0"10’-0"12’-0"12’-0"10’-0" 26G G26 Profile Grade Typical Section Travel Lane Multi-Use Path Strip Utility U K 6’-0"2’-0"1’-0"10’-0"12’-0" G26 12’-0"2’-0" Profile Grade Travel LaneLeft Turn Lane Varies Left Turn Lane NB SB Notes: Geotextiles For Underdrains Aggregate For Underdrains 18" (Min.) 17 U #10 Copper Wire 4" Dia. Interduct 4" Dia. Open Conduit G 26 t Conduir OveyDirectl ep Tan IdentificatioePolyethylen 2% 2% 2% "A"Line or "PR-A"Line 161+77.00 to 166+00.00 "A" 144+50.00 to 159+13.00 "A" 55+52.00 to 68+75.00 "PR-A" 49+35.00 to 52+78.00 "PR-A" 33+10.00 to 43+25.00 "PR-A" 24+50.00 to 30+36.00 "PR-A" Lane Lane Lane Lane 2%2% Profile Grade 19 2%2% 172% 19 2%2%2%2% "A"Line or "PR-A"Line 159+13.00 to 161+77.00 "A" 30+36.00 to 33+10.00 "PR-A" (NB Shown Reverse for SB) 1% 1 8 " C o v e r 3 ’- 0 " 4" 6" 14" Combined Curb & Gutter Type II "21 1 3 3" Topsoil Compacted Backfill 6"18" 24" 1"R 2 "R "43 6 "43 " 21 7 6 " Concrete Class "A" "21 1 3 3" Topsoil Compacted Backfill 6"18" 24" 1"R 2 "R "8 7 7 "21 7 6 " Concrete Class "A" Combined Curb & Gutter Type III "/FT.41Slope * * Concrete Center Curb End Treatment Delineation Not To Scale Not To Scale Not To Scale Specified in Project Contract Documents Modified Concrete Center Curb as Concrete Curb and Gutter Median or R R 12:1 Taper 6"6" A A 12:1 Taper C Section A-A T R C T Curb Depth as Specified Typical Pavement Section 3 ’ o r L e s s RPM Type 2 (Yellow) 3:1 * 3:1* 3:1* 3:1* 3:1* 3:1* Varies Varies SlopeSide Actual For Sections Cross See * Varies 10’-0" 1 1 1 3 .5 " colors.contrasting 4 with delineatedspecifically be shall interduct each of interior The 40. Schedule PVC be shall Conduit Interduct dia. 4" grade.final below in. 18 pipe, over directly placed be shall Tape Optic." Fiber Buried "Caution read shall tape The mm. 4 of thickness minimum a have andmetallic be shall Tape Identification Polyethylene The approval.and review for Handholes andInterduct of drawings shop submit shall Contractor pavementunder placedconduit any for backfill as utilized be shall stone #8 Subgrade Treatment Subgrade Treatment Subgrade Treatment 2’-0" 2’-0"2’-0" 2’-0" 2’-0" 2’-0" 6" apart.ft. 400 than greater no but Engineer, Field theby designated locations at placed be shall Handholes purposes.locating for handhold the within spliced and directioneach for handhole the in wire coiled of 5’ minimum awith handholes the into extend shall wire locating The ft.10 every Conduit Open the of outside the to directly attachedbe shall wire copper solid insulated, guage 10 Varies 12’-0" 160+77.00 to 0’-0" 161+77.00 "A" Southbound Equals 12’-0" 159+13.00 to 160+77.00 "A" Southbound Equals 12’-0" 53+78.00 to 55+52.00 "PR-A" Northbound Varies 0’-0" 52+78.00 to 12’-0" 53+78.00 "PR-A" Northbound Varies 12’-0" 32+10.00 to 0’-0" 33+10.00 "PR-A" Southbound Equals 12’-0" 30+36.00 to 32+10.00 "PR-A" Southbound 52+78.00 to 55+52.00 "PR-A" ** * sbalog 8:42:12 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.TY01.DGN No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .JK 26 Sodding 17 Concrete Curb and Gutter, Type II 19 Concrete Curb and Gutter, Type III U 6" Underdrain G Subgrade Treatment 330 #/Syd. HMA Type "C" Base 25.0 mm on 250 #/Syd. HMA Type "C" Intermediate OG 19.0 mm on 385 #/Syd. HMA Type "C" Base 25.0 mm on 275 #/Syd. HMA Type "C" Intermediate 19.0 mm on 165 #/Syd. HMA Type "C" Surface 9.5 mm on R 1.5" Asphalt Milling 165 #/Syd. HMA, Type "C" Surface on Compacted Subgrade 5" Compacted Aggregate, No. 53, Base on 330 #/Syd. HMA Intermediate Type "A" on 110 #/Syd. HMA Surface, Type "A", on Multi-Use Path TOWNE ROAD PLAT NO. 1 1" = 200’ HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 4MJM JSB MJM JSB 11-02 CITY OF CARMEL 116 02-10-2011 Z LOT 28 LOT 27 LOT 26 LOT 1 LOT 2 LOT 3 L O T 5 0 0 L O T 5 0 1 L O T 5 0 2 LOT 492 L OT 4 9 3 L O T 4 9 4 L O T 4 9 5 L O T 4 9 6 L O T 4 9 7 2 9 2 0 2 1 2 8 Brenwick TND Communities, LLC 90+00 100+00 110+00 120+00 Towne Road 1 1 3 1 s t S t r e e t HAMILTON COUNTY SEC. 28, T 18 N, R 3 E HAMILTON COUNTY SEC. 29, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E HAMILTON COUNTY SEC. 20, T 18 N, R 2 E 3 2 4 5 6 7 7 7 8 9 10 11 12 13 14 A cadem y L ane W est D rive A cadem y L ane East D rive G r e e n c r o f t S t r e e t P r e s i d e n t S t r e e t Rock Creek Drive W i n e l a n d C r e e k D r i v e M i l a n o D r i v e Homeowners Association Inc. Lakeside Park A p p . S e c t i o n L i n e 15 1 3 6 t h S t r e e t A p p . S e c t i o n L i n e Section Line41 41App. Section Line41 41App. R/W R/W S e c t i o n L i n e 41 A p p . S e c t i o n L i n e 4 1 A p p . 130+00 140+00 Association Inc. Homeowners Lakeside Park Association Inc. Homeowners Lakeside Park Craig A. Carlson ET UX. Association Inc. Homeowners Saddle Creek Towne Road W e s t 1 4 1 s t S t r e e t H e a t h e r m o o r C r e s t R/W S e c t i o n L i n e 41 41 A p p . S e c t i o n L i n e 41 A p p . Section Line41 41App. C LLII, Associates BCE 1 Communities LLC Brenwick TND 4 Richard K. Curtis ET UX. 3 Marke Boone 5 Joseph C. Dawson 6 Michael L. Smith ET UX. 7 Landlink Development LLC 8 David L. & Teresa J. Hudson Douglas D. Dye ET UX. 10 Gregory L. Pemberton ET UX. 12 13 Terry E. Huff ET UX. 14 Homeowners Association Inc. Lakes at Towne Road 15 Diane Catherine Thorne Living Trust 2 of Hamilton County Board of Commissioners S e c t i o n L i n e 41 41 A p p . 16 Tammy G. Sollenberger 17 Revocable Trust Amended and Reinstated Gloria L. Q. de Guy 18 Stehpen H. Ermel ET UX. 19 B. Ruth Ermel 20 Hugh Lewis Calvin III ET UX. 16 17 18 19 20 R/ W R/ W R/W R/ W R / W R / W R/W O.P.O.T. 141+55.81 "A", 10.0’ LT P.O.T. 72+63.92 "PR-A" = Towne Road Partners Corporation Development Indiana Land 11 Thomas A. Watson Partners Towne Road Line "A" & App. Section Line Line "PR-A" Line "A" & App. Section Line Line "S-1-A" App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W A p p . E x i s t . R / W A p p . E x i s t . R /W A p p . E x i s t . R /W A p p . E x i s t . R /W A p p . E x i s t . R / W A p p . E x i s t . R / W A p p . E x i s t . R / W App. Exist. R/WApp. E x i s t . R / W A p p . E x i s t . R /W A p p . E x i s t . R /W App. Exist. R/W App. Exist. R/W App. Exist. R/W A p p . E x i s t . R / W A p p . E x i s t . R /W A p p . E x i s t . R / W A p p . E x i s t . R /W L i n e "S - 2 - A " O.P.O.T. 88+91.86 "A", 5.0’ LT P.O.T. 20+00.00 "PR-A" = Homeowners Association Inc. Lakes at Towne Road Homeowners Association Inc. Lakes at Towne Road 9 Teodor H. & Angela E. Gelov R /W E x i s t . A p p . R / W E x i s t . A p p . R / W E x i s t . A p p . L i n e S e c t i o n 41 A p p . Association Inc. Homeowners Lakeside Park Association Inc. Homeowners Lakeside Park Olive Lake Drive 24+50.00 "PR-A" BEGIN PROJECT 11-02 sbalog 8:42:15 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PL01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J TOWNE ROAD PLAT NO. 1 1" = 200’ HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 5MJM JSB MJM JSB 11-02 CITY OF CARMEL 116 02-10-2011 1 7 1 6 2 1 2 0 L O T 3 7 6 L O T 3 7 7 L O T 3 7 8 L O T 4 3 3 L O T 4 3 4 L O T 4 3 5 L O T 4 3 6 L O T 4 3 7 L O T 4 3 8 L O T 4 3 9 LOT 440 LOT 441 LOT 466 LOT 465 LOT 464 LOT 396 LOT 397 LOT 398 150+00 160+00 170+00 180+00 BCE Associates II, LLC Craig A. Carlson ET UX.Association Inc. Homeowners Saddle Creek CB Children Partnership Polizzi Family L.L.L.P. Memorial Charitable Lead Trust Timothy J. Murphy Thomas P. Murphy, Trustee BCE Associates II, LLC Association Inc. Homeowners Saddle Creek 21 22 22 21 Clifford D. & Stacey L. Thomas A. & Twyla L. Doane Towne Road W e s t 1 4 1 s t S t r e e t Murphy Circle East Chariots Whisper Drive A p p . S e c t i o n L i n e HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E HAMILTON COUNTY SEC. 17, T 18 N, R 3 E HAMILTON COUNTY SEC. 16, T 18 N, R 3 E A p p . S e c t i o n L i n e W e s t 1 4 6 t h S t r e e t Section Line41 41App. Section Line41 41App. R/W S e c t i o n L i n e 41 A p p . S e c t i o n L i n e 4 1 A p p . Section Line41 41App. S e c t i o n L i n e 41 41 A p p . R/W R/ W R/ W R/W Washington App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R /W A p p . E x i s t . R / W A p p . E x i s t . R /W A p p . E x i s t . R / W A p p . E x i s t . R / W L i n e "S - 2 - A " Line "A" & App. Section Line 166+00.00 "A" END PROJECT 11-02 sbalog 8:42:18 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PL02.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 1" = 1000’ PHASE I TRAFFIC MAINTENANCE DETAILS END CONSTRUCTION HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 6MJM JSB MJM JSB 11-02 CITY OF CARMEL 116 02-10-2011 D i t c h R o a d W. 141st Street W. 136th Street W. 146th Street T o w n e R o a d END DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD END DETOUR TOWNE RD ROAD CLOSED THRU TRAFFIC TO S h e l b o r n e R o a d W. 146th Street W. 141st Street W. 131st StreetW. 131st Street DETOUR AHEAD XW20-2 AHEAD XW20-3 CLOSED ROAD E DETOUR ROAD CLOSED THRU TRAFFIC TO DETOUR ROAD CLOSED THRU TRAFFIC TO 5 0 0 ’ 5 0 0 ’ "DRM-1""DRM-2""DRM-3""DRM-4""DRM-5""DRM-6""DRM-7" 1 2 3 4 5 6 7 D 5 0 0 ’ 5 0 0 ’ 5 0 0 ’ 5 0 0 ’ 1-5XM LAISPEC 8-4XM 1-6XM LAISPEC 8-4XM 1-6MX LAICSPE 8-4MX 3-6MX LAICSPE 8-4MX 1-5MX LAICSPE 8-4MX 6-4MX 1-5XM LAISPEC 8-4XM 6-4XM 1-5MX LAICESP 8-4MX 4-11R )L(0XM4-1 4-11R )R(0XM4-1 4-11R 2XG20- E E D D F F F 1 2 3 3 3 6 5 4 3 3 2 27 3 4 4 CLOSED ROAD R11-2 RCSA-1 RCSA-2 RCSA-3 RCSA-4 Req’d.RCSA-2 1 &Barricades III-B Type of 24’ Req’d.RCSA-3 1 &Barricades III-B Type of 24’ Req’d.RCSA-4 1 &Barricades III-B Type of 24’ sbalog 8:42:23 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.TP.01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 1" = 1000’ TRAFFIC MAINTENANCE DETAILS END CONSTRUCTION PHASE II HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 7MJM JSB MJM JSB 11-02 CITY OF CARMEL 116 02-10-2011 D i t c h R o a d W. 141st Street W. 136th Street W. 146th Street T o w n e R o a d END DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD END DETOUR TOWNE RD ROAD CLOSED THRU TRAFFIC TO S h e l b o r n e R o a d W. 146th Street W. 141st Street W. 131st StreetW. 131st Street DETOUR AHEAD XW20-2 AHEAD XW20-3 CLOSED ROAD E DETOUR ROAD CLOSED THRU TRAFFIC TO DETOUR ROAD CLOSED THRU TRAFFIC TO 5 0 0 ’ 5 0 0 ’ "DRM-1""DRM-2""DRM-3""DRM-4""DRM-5""DRM-6""DRM-7" 1 2 3 4 5 6 7 D 5 0 0 ’ 5 0 0 ’ 5 0 0 ’ 5 0 0 ’ 1-5XM LAISPEC 8-4XM 1-6XM LAISPEC 8-4XM 1-6MX LAICSPE 8-4MX 3-6MX LAICSPE 8-4MX 1-5MX LAICSPE 8-4MX 6-4MX 1-5XM LAISPEC 8-4XM 6-4XM 1-5MX LAICESP 8-4MX 4-11R )L(0XM4-1 4-11R )R(0XM4-1 4-11R 2XG20- E E D D F F F 1 2 3 3 3 6 5 4 3 3 2 27 3 4 4 CLOSED ROAD R11-2 RCSA-1 RCSA-2 RCSA-3 RCSA-4 Req’d.RCSA-2 1 &Barricades III-B Type of 24’ Req’d.RCSA-3 1 &Barricades III-B Type of 24’ Req’d.RCSA-4 1 &Barricades III-B Type of 60’ sbalog 8:42:26 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.TP.02.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 1" = 1000’ TRAFFIC MAINTENANCE DETAILS END CONSTRUCTION PHASE III HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 8MJM JSB MJM JSB 11-02 CITY OF CARMEL 116 02-10-2011 D i t c h R o a d W. 141st Street W. 136th Street W. 146th Street T o w n e R o a d END DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD DETOUR TOWNE RD END DETOUR TOWNE RD ROAD CLOSED THRU TRAFFIC TO S h e l b o r n e R o a d W. 146th Street W. 141st Street W. 131st StreetW. 131st Street DETOUR AHEAD XW20-2 AHEAD XW20-3 CLOSED ROAD E DETOUR ROAD CLOSED THRU TRAFFIC TO DETOUR ROAD CLOSED THRU TRAFFIC TO 5 0 0 ’ 5 0 0 ’ "DRM-1""DRM-2""DRM-3""DRM-4""DRM-5""DRM-6""DRM-7" 1 2 3 4 5 6 7 D 5 0 0 ’ 5 0 0 ’ 5 0 0 ’ 5 0 0 ’ 1-5XM LAISPEC 8-4XM 1-6XM LAISPEC 8-4XM 1-6MX LAICSPE 8-4MX 3-6MX LAICSPE 8-4MX 1-5MX LAICSPE 8-4MX 6-4MX 1-5XM LAISPEC 8-4XM 6-4XM 1-5MX LAICESP 8-4MX 4-11R )L(0XM4-1 4-11R )R(0XM4-1 4-11R 2XG20- E E D D F F F 1 2 3 3 3 6 5 4 3 3 2 27 3 4 4 CLOSED ROAD R11-2 RCSA-1 RCSA-2 RCSA-3 RCSA-4 Req’d.RCSA-2 1 &Barricades III-B Type of 24’ Req’d.RCSA-3 1 &Barricades III-B Type of 24’ ROAD CLOSURE SIGN ASSEMBLIES SIGN ASSEMBLY 1 SIGN ASSEMBLY 2 DETOUR ROUTE MARKER ASSEMBLIES "DRM 1" "DRM 2" "DRM 3" "DRM 4" "DRM 5" "DRM 6" "DRM 7" TOTAL TOTAL MAINTENANCE OF TRAFFIC SUMMARY TABLE NEED HIGHEST/ TOTAL UNDISTRIBUTED CONSTRUCTION SIGN, A XW20-2 XW20-3 TOTAL SIGN ASSEMBLY 3 IIIPHASE IIPHASE IPHASE XG20-2 BARRICADE, TYPE III-B 1 1 1 1 7 2 2 2 2 2 2 9 9 15 1 3 6 3 1 1 1 25 108 156 Req’d.RCSA-4 1 &Barricades III-B Type of 48’ SIGN ASSEMBLY 4 1 1 4 1 1 1 1 1 1 2 2 2 2 2 2 1 3 6 3 1 1 1 1 3 6 3 1 1 1 1 3 6 3 1 1 1 9 9672 48 CONSTRUCTION SIGN, C 10 10 sbalog 8:42:28 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.TP.03.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J Z Towne Road LOT 1 BRENWICK TND COMMUNITIES ENO BOEKMAR .XU TE SI CURT.K DRRICHA NOS DAW.C HPJOSE BLOCK "A" COMMONS VILLAGE OF WESTCLAY SECTION 500 HAMILTON COUNTY SEC. 29, T 18 N, R 3 E HAMILTON COUNTY SEC. 28, T 18 N, R 3 E 20+00 25+00 Line "PR-A" App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R /W A p p . E x i s t . R /W 1 3 1 s t S t r e e t BRENWICK TND COMMUNITIES 1 3 1 s t S t r e e t . UX ETSMITH L.MICHAEL 8 7 + 8 6 .4 8 , 1 0 6 .5 8 ’, C o m b . P o l e + 1 6 .6 2 , 1 5 3 .2 4 ’, F i r e H y d . + 4 5 .3 1 , 1 5 1 .6 0 ’, C o m b . P o l e + 5 2 .0 7 , 1 6 1 .4 1 ’, S t a n d p i p e + 7 1 .8 9 , 7 2 .3 2 ’, S i g n + 7 6 .7 8 , 3 0 .1 4 ’, S i g n + 9 1 .8 6 , 0 .0 0 ’, R e b a r F n d . 8 9 + 0 3 .7 9 , 1 9 5 .6 1 ’, S i g n + 0 3 .9 4 , 1 6 4 .4 4 ’, S i g n + 0 9 .4 7 , 1 5 0 .0 6 ’, C o m b . P o l e + 1 0 .0 4 , 7 4 .6 3 ’, C o m b . P o l e + 1 0 .6 6 , 1 8 8 .0 7 ’, T r e e + 1 1 .1 9 , 1 8 6 .1 1 ’, T r e e + 3 0 .8 6 , 1 2 .2 0 ’, S i g n + 5 3 .4 3 , 1 4 .9 3 ’, C o m b . P o l e 9 0 +6 7 .4 9 , 1 4 .4 5 ’, P o s t 9 1 + 3 4 .3 7 , 8 9 .7 5 ’, C n t r l . P n t . + 4 4 .4 0 , 1 5 .0 4 ’, C o m b . P o l e +9 1 .8 2 , 9 1 .8 5 ’, T r e e 9 2 + 1 8 .8 5 , 1 2 5 .7 6 ’, T r e e 9 3 + 3 4 .3 2 , 1 4 .8 5 ’, C o m b . P o l e 9 4 + 6 0 .5 0 , 7 0 .1 7 ’, C n t r l . P n t . 9 5 + 0 5 .3 5 , 1 3 .9 4 ’, C o m b . P o l e + 2 7 .5 1 , 1 2 .2 2 ’, S i g n + 5 1 .1 4 , 4 2 .3 2 ’, C o m b . P o l e + 9 5 .1 7 , 1 0 0 .0 7 ’, P i p e E n d S e c . 8 8 + 1 4 .9 0 , 1 8 .7 3 ’, S i g n + 2 1 .4 2 , 1 7 7 .2 0 ’, T r e e + 2 2 .0 1 , 1 2 .0 0 ’, C n t r l . P n t . + 2 8 .6 9 , 8 3 .9 1 ’, S t o r m M .H . + 2 8 .9 9 , 1 9 4 .2 2 ’, T r e e + 5 5 .0 6 , 1 7 .2 3 ’, S i g n + 5 7 .7 7 , 3 8 .7 1 ’, C n t r l . P n t . + 5 8 .4 0 , 2 4 .9 1 ’, C n t r l . P n t . 8 9 + 0 9 .2 2 , 4 5 .6 9 ’, S i g n + 1 2 .9 2 , 9 3 .9 9 ’, C o m b . P o l e + 3 6 .9 0 , 1 9 .0 8 ’, T e l . P e d . + 4 5 .5 2 , 4 6 .1 0 ’, T r e e + 8 0 .4 4 , 9 8 .5 8 ’, T r e e + 8 9 .3 4 , 1 4 .1 3 ’, S i g n 9 0 + 2 0 .3 9 , 1 3 .6 8 ’, M a i l B o x + 2 4 .2 7 , 7 2 .9 0 ’, T r e e + 2 6 .5 9 , 1 5 .3 4 ’, P i p e E n d S e c . + 4 6 .1 6 , 1 5 .4 5 ’, P i p e E n d S e c . 9 1 +4 3 .5 6 , 6 8 .8 1 ’, T r e e 9 2 + 6 1 .3 5 , 1 6 .4 9 ’, T e l . P e d . 9 3 + 9 3 .1 9 , 1 3 .3 1 ’, S i g n 9 4 + 0 0 .0 5 , 1 3 .3 0 ’, S i g n + 3 3 .7 7 , 3 6 .4 5 ’, T r e e + 4 8 .7 1 , 1 7 .5 0 ’, P i p e E n d S e c . + 5 9 .0 0 , 6 0 .5 3 ’, T r e e + 7 2 .2 2 , 1 7 .7 0 ’, P i p e E n d S e c . + 7 2 .2 6 , 3 6 .6 2 ’, T r e e + 7 5 .7 9 , 1 3 .2 9 ’, M a i l B o x + 8 5 .8 1 , 5 8 .5 6 ’, P i n e T r e e 9 5 + 1 9 .8 2 , 7 0 .6 9 ’, T r e e + 4 2 .0 5 , 4 7 .2 2 ’, P i n e T r e e + 4 5 .0 5 , 8 3 .6 5 ’, P i n e T r e e + 8 7 .4 4 , 1 5 .8 1 ’, T e l . P e d . Line "A" & App. Section Line App. Exist. Easement A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t App. Exist. Easement + 1 3 .7 5 , 1 4 9 .0 7 ’, W a t e r V a l . 70’ R/W 60’ R/W 8913’56" 870 880 890 900 910 920 870 880 890 900 910 920 N 0^ 1’ 58" E +5 6 .1 8 ,8 0 .9 3 ’ W e l l +1 7 .5 0 ,1 6 .2 2 ’ G u y W i r e + 2 1 .7 4 ,1 5 .9 8 ’ G u y W i r e + 2 6 .0 5 ,1 5 .1 9 ’ G u y W i r e + 3 1 .3 0 ,1 5 .5 4 ’ G u y W i r e + 3 6 .6 1 ,1 5 .5 2 ’ G u y W i r e +3 7 .9 8 ,1 5 .6 1 ’ G u y W i r e + 3 8 .9 5 ,1 5 .2 3 ’ G u y W i r e + 0 9 .5 1 ,8 8 .1 7 ’ G u y W i r e +0 9 .3 7 ,9 0 .4 8 ’ G u y W i r e +0 9 .5 9 ,9 1 .7 3 ’ G u y W i r e + 0 9 .0 9 ,1 0 1 .8 3 ’ G u y W i r e +0 9 .1 9 ,1 0 6 .8 4 ’ G u y W i r e + 0 8 .9 1 ,1 1 3 .1 9 ’ G u y W i r e 8 8 + 0 3 .1 6 ,1 0 6 .9 8 ’ G u y W i r e + 3 0 .5 8 ,1 0 7 .0 0 ’ G u y W i r e + 2 6 .2 8 ,1 0 6 .5 0 ’ G u y W i r e +2 0 .2 9 ,1 0 7 .1 6 ’ G u y W i r e + 1 4 .8 6 ,1 0 7 .2 4 ’ G u y W i r e + 0 8 .7 9 ,1 0 7 .1 7 ’ G u y W i r e +0 5 .3 7 ,1 0 7 .0 3 ’ G u y W i r e + 5 1 .1 0 ,2 8 .0 1 ’ G u y W i r e + 5 1 .6 1 ,3 0 .1 3 ’ G u y W i r e Str. No. 200 Str. No. 201 Str. No. 202 Str. No. 203 Str. No. 204 Str. No. 205 Str. No. 206 C.P. #838-6271 S. Side RR Spike in C.P. #838-6238 RR Spike in E. Side C.P. #838-6238 RR Spike in E. Side 131st St. CPT #8 - R.B.S. R d . T o w n e ondP 1 2 4. 6 0’ 109.38’ 7 6 .9 8 ’ 5 3.4 8’ 90+00 95+00 Constr. Limits Wetland B Wetland A Wetland A Constr. Limits O.P.O.T. 88+91.86 "A", 5.0’ LT P.O.T. 20+00.00 "PR-A" = 23+75.00 "PR-A" BEGIN INCIDENTAL CONSTRUCTION N 00 01’ 58" EN 00 01’ 58" E PARTNERSROAD TOWNE PARTNERSROAD TOWNE 70’ 60’ Elev. 904.55 »¿TBM #76 RRSS N. Side Comb. Pole #PSI 055/135, 40’ S. of 131st St. & 300’ W. of T from Line "A" except as noted. All topographic information described except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: 24+50.00 "PR-A" BEGIN PROJECT 11-02 12" CMP 1 5 " C M P 12" CMP 12" CMP 12" CMP 18" RCP D W Weeds Woods S t o n e S t o n e A s p h a l t WoodsWoods Grass Planter Landscape Rock T T T HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 9PLAN AND PROFILE 11-02 MJM MJM JSB JSB LINE "PR-A" 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 9 0 5 .7 9 0 5 .4 9 0 5 .5 9 0 5 .5 9 0 5 .3 9 0 5 .0 9 0 4 .6 9 0 4 .4 9 0 4 .3 9 0 4 .5 9 0 4 .5 9 0 4 .5 9 0 4 .6 9 0 4 .8 9 0 4 .7 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 9 0 5 .2 0 9 0 5 .4 5 9 0 5 .7 0 9 0 5 .9 5 9 0 6 .2 0 9 0 6 .4 5 Profile Grade -1.00%+0.50% 904.40 +00 903.90 +50 S T R . N O . 2 0 2 M .H . 2 5 + 0 0 S T R . N O . 2 0 5 M .H . 2 6 + 5 0 Inv. 901.50 Inv. 901.40 176’ of 15" Pipe @ -0.30%146’ of 15" Pipe @ -0.30%Inv. 901.75 Inv. 900.96 Inv. 901.70 Inv. 900.90 ELEV. 905.20 24+50.00 "PR-A" BEGIN PROJECT 11-02 +0.50%100’ V.C. P.V.I. ELEV. 904.95 P.V.I. 24+00 -0.50% (Plotted 20’ Below Datum) Bottom Ditch Req’d Rt. Profile of Special 3’ Existing Ground Line 23+75.00 "PR-A" BEGIN INCIDENTAL CONSTRUCTION sbalog 8:42:35 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 35+00 V C S V C S V C S V C S HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 10PLAN AND PROFILE 11-02 MJM MJM JSB JSB LINE "PR-A" 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 P r e s i d e n t S t r e e t Towne Road LOT 1 COMMON AREA ’A’ CLL TNEM DEVELOPKNILLAND CLL TNEM DEVELOPKNILLAND C L L T N E M D E V E L O P K N I L L A N D NOSDU H.J ASER TE& .L DIVAD CNI NOIT ASSOCIASREN HOMEOWDAOR ENWO TTA SEKAL OWT NO SECTIDA ROEN TOWTA SE LAKEHT MICHAEL L. SMITH ET UX. HAMILTON COUNTY SEC. 29, T 18 N, R 3 E N CORPORATIO DEVELOPMENT LANDINDIANA HAMILTON COUNTY SEC. 28, T 18 N, R 3 E 30+00 CURVE DATA App. Exist. R/W App. Exist. R/WApp. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R /W A p p . E x i s t . R / W A p p . E x i s t . R /W App. Exist. R/W 9 6 + 3 7 .6 2 , 7 3 .2 3 ’, T r e e + 7 0 .9 1 , 1 4 .6 5 ’, M a i l B o x 9 7 + 0 3 .5 5 , 3 5 .6 3 ’, T r e e + 0 3 .9 5 , 5 5 .3 4 ’, T r e e + 0 4 .1 6 , 7 5 .0 1 ’, T r e e + 1 8 .2 7 , 2 2 .3 8 ’, E l e c . P e d . + 2 8 .9 1 , 1 0 8 .8 1 ’, B e e H i v e I n l . 9 7 +3 3 .1 3 , 1 4 .8 4 ’, C o m b . P o l e + 5 3 .4 7 , 4 9 .2 1 ’, P i p e E n d S e c . + 6 1 .4 7 , 7 2 .9 3 ’, T r e e + 9 8 .2 5 , 7 2 .6 7 ’, T r e e 9 8 + 1 8 .8 0 , 2 5 .8 5 ’, C n t r l . P n t . + 3 9 .8 3 , 7 2 .7 0 ’, T r e e 9 9 + 0 0 .0 1 , 8 6 .0 3 ’, T r e e 9 9 + 0 5 .8 7 , 5 7 .8 8 ’, S p r i n k . C n t r l . V a l . + 0 5 .8 7 , 5 7 .8 8 ’, S p r i n k . C n t r l . V a l . + 1 3 .5 1 , 8 6 .6 4 ’, G a s V a l v e + 1 5 .9 6 , 4 0 .6 1 ’, T e l . P e d . + 5 7 .1 3 , 5 3 .4 4 ’, T r e e + 5 8 .1 2 , 0 .0 6 ’, C n t r l . P n t . +5 8 .2 8 , 1 7 2 .5 2 ’, R e b a r F n d . + 5 8 .2 9 , 4 7 .7 3 ’, S p r i n k . C n t r l . V a l . + 7 8 .6 6 , 1 5 .1 3 ’, C o m b . P o l e + 8 0 .8 7 , 8 5 .3 8 ’, T r e e + 8 7 .9 1 , 4 8 .6 1 ’, S i g n + 8 9 .0 0 , 8 3 .0 8 ’, W a t e r V a l . + 8 9 .3 5 , 5 9 .4 9 ’, W a t e r V a l . + 8 9 .5 1 , 5 6 .6 2 ’, F i r e H y d . 1 0 0 + 1 9 .6 9 , 2 2 .7 9 ’, T r e e + 5 4 .9 6 , 3 6 .4 1 ’, T r e e + 6 2 .3 7 , 3 8 .6 9 ’, T r e e + 6 9 .0 1 , 6 6 .7 5 ’, T r e e 1 0 0 + 7 5 .1 2 , 7 3 .5 1 ’, T r e e 1 0 1 + 0 2 .0 0 , 4 8 .8 4 ’, T r e e + 0 3 .6 5 , 9 7 .7 9 ’, T r e e +0 7 .1 6 , 3 9 .9 4 ’, T r e e + 0 8 .6 3 , 6 0 .0 8 ’, T r e e + 1 7 .7 0 , 2 6 .6 7 ’, P i n e T r e e 1 0 1 + 1 7 .7 3 , 7 3 .7 3 ’, T r e e + 1 7 .8 8 , 4 5 .7 6 ’, P i n e T r e e +2 3 .3 1 , 6 7 .2 6 ’, T r e e + 3 1 .6 0 , 2 5 .5 6 ’, P i n e T r e e + 3 3 .0 1 , 4 9 .8 1 ’, T r e e + 5 8 .6 0 , 2 5 .4 7 ’, B u s h + 5 9 .6 4 , 7 3 .9 6 ’, T r e e + 7 1 .2 7 , 3 1 .8 4 ’, T r e e + 7 1 .7 4 , 4 7 .6 7 ’, P i p e E n d S e c . + 7 4 .6 8 , 3 7 .9 0 ’, T r e e + 7 4 .9 3 , 4 6 .9 1 ’, T r e e + 8 3 .3 5 , 3 0 .3 6 ’, T r e e + 8 6 .6 9 , 2 3 .6 9 ’, P i n e T r e e 1 0 2 + 0 4 .0 8 , 1 2 .9 7 ’, T e l . P e d . 1 0 2 + 0 6 .0 6 , 1 4 .7 8 ’, T e l . P o l e + 0 9 .0 1 , 1 4 .5 1 ’, C o m b . P o l e + 2 6 .7 9 , 4 5 .8 0 ’, S t u m p + 2 9 .3 2 , 4 9 .2 9 ’, C n t r l . P n t . + 3 1 .6 4 , 3 5 .5 3 ’, S t u m p + 5 4 .5 1 , 6 8 .8 1 ’, C o m b . P o l e + 5 5 .7 5 , 1 3 .0 2 ’, C o m b . P o l e 1 0 3 + 4 6 .4 1 , 1 4 .3 1 ’, M a i l B o x + 9 1 .4 7 , 7 2 .5 7 ’, T r e e 1 0 4 + 0 8 .6 6 , 4 5 .1 9 ’, P i n e T r e e +1 5 .6 5 , 1 5 .8 8 ’, T e l . P e d . + 2 2 .6 7 , 3 3 .1 2 ’, P i n e T r e e +4 1 .0 5 , 3 5 .3 1 ’, P i n e T r e e 1 0 4 + 4 7 .6 1 , 6 8 .5 2 ’, C o m b . P o l e + 5 6 .9 3 , 3 4 .7 4 ’, P i n e T r e e + 6 6 .9 7 , 4 5 .1 1 ’, P i n e T r e e App. Exist. Easement App. Exist. EasementApp. E x i s t . E a s e m e n t App. Exist. Easement App. Exist. Easement 60’ R/W 70’ R/W 50’ R/W 870 880 890 900 910 920 870 880 890 900 910 920 +0 8 .3 9 ,6 9 .5 0 ’ G u y W i r e + 1 3 .5 0 ,6 9 .0 2 ’ G u y W i r e + 1 8 .4 0 ,6 8 .9 1 ’ G u y W i r e +2 3 .2 0 ,6 8 .8 0 ’ G u y W i r e + 2 5 .8 0 ,6 9 .3 3 ’ G u y W i r e + 8 0 .2 7 ,1 4 .0 2 ’ G u y W i r e + 8 2 .2 9 ,1 3 .9 2 ’ G u y W i r e + 8 6 .6 7 ,1 3 .8 4 ’ G u y W i r e + 9 1 .1 9 ,1 4 .2 4 ’ G u y W i r e + 9 6 .5 3 ,1 4 .1 5 ’ G u y W i r e +9 5 .9 1 ,1 5 .1 8 ’ G u y W i r e Str. No. 207 Str. No. 208 Str. No. 209 Str. No. 210 Str. No. 211 Str. No. 212 Str. No. 213 Str. No. 215 Str. No. 216 Str. No. 214 Str. No. 217 Str. No. 221 Str. No. 218 Str. No. 219 Str. No. 222 Str. No. 220 Str. No. 225 Str. No. 223 Str. No. 224 President St. T o w n e R d . CPT #9 - M.N.S. P a t h B i k e 65.72’ 48.80’ 62.70’87.15’ For W.I. Fence Brick Pillar N.W. Cor. R d . T o w n e B i k e P a t hWalkway Mag Nail in CPT #10 - M.N.S. 6 7.6 6’ 5 0 .8 9 ’ 44.90’ 4 8.4 3’Fence Post Top Wooden Mag Nail in #838-623810 E. Side C.P. Mag Nail in 100+00 105+00 Constr. Limits Constr. Limits Wetland B Constr. Limits Str. No. 601 Line "A" Line "PR-A" Line "PR-A" Line "A" & App. Section Line P.C. 33+15.79 "PR-A" P.R.C. 34+15.80 "PR-A" P.I. 34+65.82 "PR-A" CURVE DATA S.E. = N.C. E = 0.63’ R = 2,000.00’ L = 100.01’ T = 50.02’ = 2 51’ 54" RT P.I. 34+65.82 "PR-A" S.E. = N.C. E = 0.63’ R = 2,000.00 L = 100.01’ T = 50.02’ = 2 51’ 54" LT. P.I. 33+65.81 "PR-A" Str. No. 375 P.I. 33+65.81 "PR-A" TOWNE ROAD PARTNERS A p p . 60’ N 00 01’ 58" E N 02 49’ 56" W 50’ 70’ A p p . A p p . App. App. A p p . P.T. 35+15.81 "PR-A" A p p . GELOVE. ANGELA & H. TEODOR TBM #77 Chiseled "X" S. Bolt F.H. @ N.E. Cor. of Towne Rd. & President St. Elev. 905.72 N 00 01’ 58" E from Line "A" except as noted. All topographic information described except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: Grass Grass Asphalt S t o n e Grass Planter G r a s s G r a s s Asph. Asphalt Grass A s p h a l t A s p h a l t C o n c r e t e S t o n e Woods Woods Grass S t o n e PlanterGrass Grass S t o n e Grass PlanterGrass Asphalt Asphalt Asphalt A s p h a l t Grass Grass Grass Grass 8 " C e d a r T r e e s Stone Landscape Landscape Bark Landscape Bark T T G V E T W V W V T W E T E 12" CMP 12" CMP 1 5 " R C P 1 5 " R C P 12" CMP 12" CMP 12" CMP 1 2 " R C P 1 2 " C M P 12" CMP 9 0 4 .8 9 0 4 .8 9 0 4 .8 9 0 4 .8 9 0 5 .0 9 0 5 .0 9 0 4 .9 9 0 5 .0 9 0 5 .2 9 0 5 .5 9 0 5 .8 9 0 5 .9 9 0 6 .2 9 0 6 .4 9 0 6 .6 9 0 6 .9 9 0 7 .4 9 0 7 .9 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 9 0 6 .4 5 9 0 6 .7 0 9 0 6 .9 5 9 0 7 .2 0 9 0 7 .4 5 9 0 7 .7 0 9 0 7 .9 5 9 0 8 .2 0 9 0 8 .4 5 9 0 8 .6 8 9 0 8 .7 6 9 0 8 .6 8 9 0 8 .4 5 9 0 8 .2 2 9 0 8 .1 8 9 0 8 .3 5 9 0 8 .7 0 9 0 9 .0 7 Profile Grade P.V.I. ELEV. 908.95 150’ V.C. +0.50% -0.50%+2.00% +0.50% 904.57 +85 903.25 +00 902.96 +00 902.04 +84 905.36 +50 +0.50% 150’ V.C. P.V.I. ELEV. 907.95 S T R . N O . 2 1 3 M .H . 3 0 + 0 0 S T R . N O . 2 2 0 M .H . 3 3 + 8 6 S T R . N O . 2 2 3 M .H . 3 5 + 0 0 S T R . N O . 2 0 9 M .H . 2 8 + 3 0 Inv. 902.52 Inv. 903.35 Inv. 903.45 Inv. 903.30 Inv. 903.59 Inv. 904.55 Inv. 904.25166’ of 12" Pipe @ +0.50%111’ of 15" Pipe @ +0.50% Inv. 904.15 176’ of 15" Pipe @ -0.30% 906.10 +00 Inv. 902.60 Inv. 900.37 Inv. 900.35 +0.50%-0.50%+0.75% P.V.I. 32+00 P.V.I. 34+00 Inv. 903.45 (Plotted 20’ Below Datum) Profile of Special 3’ Bottom Ditch Req’d Rt. (Plotted 25’ Below Datum) Profile of Special 3’ Bottom Ditch Req’d Rt.902.54 +57 Existing Ground Line Below Datum) (Plotted 20’ Bottom Ditch Req’d Lt. Profile of Special 3’ sbalog 8:42:38 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP02.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 40+00 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 11PLAN AND PROFILE 11-02 MJM MJM JSB JSB LINE "PR-A" 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 Towne Road COMMON AREA #11 COMMON AREA #1 .XU TE EY D.D SADOUGL .XU TE NO WATS.A SATHOM .XU TE NO PEMBERT.L YRGREGO ENO NO SECTIDA ROEN TOWTA SE LAKEHT THE LAKES AT TOWNE ROAD SECTION TWO App. Exist. R/W App. Exist. R/W HAMILTON COUNTY SEC. 29, T 18 N, R 3 E HAMILTON COUNTY SEC. 28, T 18 N, R 3 E + 4 1 .0 5 , 3 5 .3 1 ’, P i n e T r e e 1 0 4 + 4 7 .6 1 , 6 8 .5 2 ’, C o m b . P o l e + 5 6 .9 3 , 3 4 .7 4 ’, P i n e T r e e + 6 6 .9 7 , 4 5 .1 1 ’, P i n e T r e e + 7 5 .3 3 , 3 4 .5 1 ’, P i n e T r e e + 8 4 .0 0 , 5 0 .1 1 ’, P i n e T r e e + 9 2 .8 1 , 3 4 .7 7 ’, P i n e T r e e + 9 7 .6 2 , 4 6 .9 7 ’, P i n e T r e e 1 0 5 + 1 0 .8 9 , 3 6 .2 5 ’, P i n e T r e e + 1 4 .1 1 , 4 9 .1 9 ’, P i n e T r e e + 2 6 .6 7 , 3 7 .4 1 ’, P i n e T r e e + 3 1 .3 5 , 5 0 .8 9 ’, P i n e T r e e + 4 6 .0 8 , 3 5 .7 5 ’, P i n e T r e e + 4 6 .7 7 , 1 4 .3 8 ’, M a i l B o x + 4 8 .2 2 , 1 0 2 .0 5 ’, T r e e + 4 8 .4 3 , 5 6 .3 0 ’, P i n e T r e e + 4 8 .9 9 , 7 1 .2 7 ’, T r e e + 5 2 .7 3 , 1 6 .1 4 ’, T e l . P o l e 1 0 5 + 6 0 .1 9 , 5 6 .7 4 ’, C n t r l . P n t . + 7 5 .2 9 , 4 3 .5 6 ’, C o m b . P o l e + 9 9 .0 5 , 4 4 .2 3 ’, T r e e 1 0 6 + 0 6 .9 3 , 5 2 .5 0 ’, P i n e T r e e 1 0 6 + 3 2 .5 3 , 4 2 .2 3 ’, L i g h t + 3 8 .0 8 , 1 3 .8 6 ’, M a i l B o x + 3 8 .3 2 , 6 8 .1 3 ’, C o m b . P o l e + 3 9 .7 8 , 2 4 .1 2 ’, P i n e T r e e + 4 4 .4 9 , 3 7 .9 9 ’, B u s h + 5 0 .1 2 , 4 6 .5 8 ’, T r e e + 6 8 .0 2 , 2 3 .3 5 ’, P i n e T r e e + 6 9 .9 2 , 3 0 .3 6 ’, P i n e T r e e + 8 4 .0 4 , 2 9 .5 5 ’, P i n e T r e e + 9 6 .9 8 , 2 9 .3 3 ’, P i n e T r e e + 9 9 .0 0 , 2 1 .6 5 ’, P i n e T r e e 1 0 7 + 0 1 .4 5 , 2 8 .6 2 ’, P i n e T r e e + 2 8 .4 0 , 2 2 .0 6 ’, S t u m p + 4 1 .1 3 , 3 4 .9 5 ’, T r e e + 5 1 .9 9 , 4 7 .7 1 ’, T r e e + 5 2 .4 6 , 2 1 .1 4 ’, P i n e T r e e + 5 3 .2 0 , 3 0 .2 8 ’, T r e e + 6 5 .9 6 , 1 4 .6 0 ’, T V P e d . 1 0 7 + 9 5 .8 3 , 1 3 .7 5 ’, C n t r l . P n t . 1 0 8 + 2 6 .1 8 , 7 5 .4 4 ’, T r e e + 3 6 .2 8 , 6 8 .5 7 ’, C o m b . P o l e 1 0 8 + 6 0 .0 7 , 1 6 .4 1 ’, B u s h 1 0 9 + 1 1 .4 6 , 4 0 .0 0 ’, T r e e + 7 5 .7 9 , 9 7 .1 2 ’, F i r e H y d . + 8 6 .0 4 , 9 2 .2 3 ’, W a t e r V a l . 1 1 0 + 0 0 .1 3 , 2 9 .0 1 ’, T r e e + 2 1 .2 8 , 4 7 .1 1 ’, P i n e T r e e 1 1 0 + 2 3 .3 2 , 7 4 .1 6 ’, C o m b . P o l e + 3 0 .9 8 , 6 9 .9 5 ’, T r e e + 3 4 .3 5 , 4 1 .9 3 ’, P i n e T r e e + 5 6 .4 2 , 6 4 .7 0 ’, P i n e T r e e + 6 4 .6 3 , 6 4 .4 0 ’, P i n e T r e e + 6 6 .2 3 , 3 9 .0 6 ’, T r e e + 7 4 .3 2 , 6 4 .6 2 ’, P i n e T r e e + 8 4 .8 9 , 6 5 .5 0 ’, P i n e T r e e + 9 1 .9 5 , 3 9 .8 5 ’, T r e e + 9 4 .9 3 , 6 6 .1 3 ’, P i n e T r e e 1 1 1 + 0 5 .2 9 , 6 6 .3 8 ’, P i n e T r e e + 1 3 .9 7 , 6 7 .0 7 ’, P i n e T r e e + 2 0 .4 7 , 2 7 .2 1 ’, P i n e T r e e + 2 9 .8 6 , 6 6 .7 5 ’, T r e e + 5 7 .0 6 , 4 0 .4 7 ’, P i n e T r e e + 6 1 .6 9 , 6 3 .6 0 ’, T r e e + 6 2 .6 5 , 1 4 .5 0 ’, M a i l B o x + 7 0 .7 7 , 4 8 .6 8 ’, P i n e T r e e + 7 1 .5 1 , 4 1 .8 4 ’, B u s h + 7 2 .3 6 , 3 9 .0 7 ’, C o m b . P o l e + 7 3 .3 5 , 2 4 .9 0 ’, T r e e 1 1 1 + 7 4 .5 6 , 5 8 .8 1 ’, C n t r l . P n t . + 8 0 .7 4 , 7 7 .1 7 ’, T r e e + 8 1 .1 1 , 8 7 .4 1 ’, T r e e + 8 1 .3 0 , 5 8 .4 5 ’, T r e e + 8 1 .5 2 , 3 6 .9 2 ’, T r e e + 8 1 .6 2 , 4 7 .6 6 ’, T r e e + 8 1 .6 9 , 6 8 .3 7 ’, T r e e + 8 1 .8 4 , 2 7 .8 0 ’, T r e e 1 1 2 + 0 1 .1 2 , 7 2 .0 2 ’, C o m b . P o l e + 0 1 .1 9 , 7 2 .1 9 ’, C o m b . P o l e 1 1 2 + 0 2 .5 0 , 4 1 .0 1 ’, P i n e T r e e + 1 3 .7 3 , 4 0 .7 1 ’, P i n e T r e e + 2 4 .1 8 , 1 4 .5 2 ’, T e l . P o l e + 2 5 .7 2 , 1 4 .4 6 ’, T e l . P e d . + 2 5 .8 8 , 4 1 .1 3 ’, P i n e T r e e + 3 7 .3 8 , 4 2 .4 3 ’, P i n e T r e e + 4 9 .7 3 , 4 3 .1 3 ’, P i n e T r e e + 6 0 .9 6 , 4 2 .1 0 ’, P i n e T r e e + 7 1 .5 5 , 4 4 .7 5 ’, B e e H i v e I n l . + 7 1 .5 7 , 4 3 .3 7 ’, P i n e T r e e + 7 1 .9 7 , 1 1 3 .3 4 ’, P i p e E n d S e c . + 8 3 .5 2 , 4 3 .6 6 ’, P i n e T r e e + 9 5 .5 7 , 4 3 .0 5 ’, P i n e T r e e +9 7 .5 5 , 2 9 .0 4 ’, P i p e E n d S e c . + 9 9 .3 6 , 1 4 .4 0 ’, P i p e E n d S e c . 1 1 3 + 0 7 .1 3 , 4 3 .2 6 ’, P i n e T r e e App. Exist. R/W App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement 50’ R/W 880 890 900 910 920 880 890 900 910 920 50’ R/W Str. No. 226 Str. No. 227 Str. No. 228 Str. No. 229 Str. No. 230 Str. No. 232 Str. No. 235 Str. No. 234 Str. No. 237 Str. No. 236 Str. No. 233 Str. No. 231 R d . T o w n e W a l k w a y CPT #11 - R.B.S. T.P. #3655 N. Side Mag Nail in C.P. #838-1609 E. Side Mag Nail in Mag Nail in Nut F.H. 55.43’ 108.70’ 38.74’ 7 5 .0 0 ’ 105+00 110+00 Line "PR-A" Line "A" & App. Section Line 43+25.00 "PR-A" END CONSTRUCTION TEODOR H. & ANGELA E. GELOV LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. Elev. 910.52 »¿TBM #78 RRSS S.E. Side Comb. Pole #838/623809, 60’ W. of Towne Rd. across from Res. N 00 01’ 58" E N 00 01’ 58" E from Line "A" except as noted. All topographic information described except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: 12" RCP 12" CMP Asphalt A s p h a l t A s p h a l t A s p h a l t Asphalt Asphalt Asphalt S t o n e Grass Grass Field Grass Field GrassGrass Grass Grass Grass T V T W V 9 0 7 .4 9 0 7 .9 9 0 8 .2 9 0 8 .9 9 0 9 .9 9 1 0 .9 9 1 1 .6 9 1 1 .9 9 1 1 .9 9 1 1 .8 9 1 1 .6 9 1 1 .6 9 1 1 .7 9 1 1 .6 9 1 1 .1 9 1 0 .8 9 1 0 .6 9 1 0 .6 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 9 0 9 .0 7 9 0 9 .4 5 9 0 9 .8 2 9 1 0 .2 0 9 1 0 .5 7 9 1 0 .9 5 9 1 1 .3 2 9 1 1 .7 0 9 1 2 .0 5 9 1 2 .2 0 9 1 2 .1 5 9 1 1 .9 0 9 1 1 .6 5 9 1 1 .5 9 9 1 1 .7 5 9 1 2 .1 0 Profile Grade +0.50%+1.00% +0.50% 907.85 +50 909.85 +50 911.85 +50 150’ V.C. P.V.I. ELEV. 911.35150’ V.C. P.V.I. ELEV. 912.45 S T R . N O . 2 2 6 M .H . 3 7 + 5 0 S T R . N O . 2 2 9 M .H . 4 1 + 2 5 STR. NO. 234 M.H. 41+90 Inv. 906.05 Inv. 906.15 Inv. 907.50 Inv. 907.42 Inv. 907.24 Inv. 907.35 Inv. 907.24 Inv. 906.68246’ of 12" Pipe @ +0.61% 61’ of 12" Pipe @ -0.30%186’ of 15" Pipe @ -0.30% -0.55%+0.75% S T R . N O . 2 3 7 P.V.I. 40+00 P.V.I. 42+00 END CONSTRUCTION 43+25.00 "PR-A" P.G. ELEV. 912.29 (Plotted 20’ Below Datum) Profile of Special 3’ Bottom Ditch Req’d Lt. Existing Ground Line sbalog 8:42:41 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP03.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 45+00 50+00 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 12PLAN AND PROFILE 11-02 MJM MJM JSB JSB LINE "PR-A" 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 Towne Road M i l a n o D r i v e 1 3 6 t h S t r e e t CNI NOIT ASSOCIASREN HOMEOWKRAP EDISLAKE .XU TE FF HU.E YRTER TSU TRGN LIVIEN THOREN CATHERIENDIAGREGORY L. PEMBERTON ET UX. COMMON AREA #5 App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R / W HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E 1 1 3 + 0 7 .1 3 , 4 3 .2 6 ’, P i n e T r e e + 1 9 .9 8 , 4 4 .0 5 ’, P i n e T r e e + 4 3 .6 3 , 4 6 .0 4 ’, P i n e T r e e + 5 6 .9 1 , 4 6 .7 5 ’, P i n e T r e e + 6 7 .8 0 , 4 5 .9 6 ’, P i n e T r e e + 7 9 .7 3 , 1 4 .9 0 ’, T e l . P o l e + 7 9 .8 4 , 4 6 .5 3 ’, P i n e T r e e + 8 0 .9 2 , 1 5 .2 3 ’, T e l . P e d . + 9 1 .4 7 , 4 5 .0 8 ’, P i n e T r e e + 9 6 .0 4 , 7 0 .3 4 ’, C o m b . P o l e 1 1 4 + 0 3 .9 5 , 4 5 .7 3 ’, P i n e T r e e + 1 5 .7 9 , 4 6 .2 3 ’, P i n e T r e e 1 1 4 + 2 4 .3 5 , 8 5 .7 5 ’, L i g h t + 2 7 .4 1 , 4 6 .7 1 ’, P i n e T r e e + 2 8 .5 0 , 1 9 8 .7 1 ’, T r e e + 3 2 .3 5 , 1 1 0 .2 9 ’, T r e e + 3 8 .7 0 , 1 7 2 .2 0 ’, T r e e + 4 0 .2 8 , 4 7 .8 1 ’, P i n e T r e e + 4 0 .5 7 , 9 1 .7 4 ’, M a i l B o x + 4 2 .1 7 , 1 8 7 .4 9 ’, T r e e + 4 2 .3 2 , 8 4 .9 6 ’, L i g h t + 4 3 .1 9 , 1 3 3 .2 6 ’, T r e e + 4 3 .6 1 , 1 3 .9 0 ’, M a i l B o x + 4 4 .8 9 , 5 9 .4 9 ’, C n t r l . P n t . + 4 6 .6 3 , 1 0 3 .7 9 ’, W a t e r V a l . + 4 8 .5 7 , 8 3 .9 2 ’, T r e e + 5 2 .8 2 , 1 1 5 .5 8 ’, T r e e + 5 3 .2 3 , 1 5 4 .9 6 ’, T r e e + 5 4 .6 5 , 8 8 .7 4 ’, F i r e H y d . +5 9 .0 9 , 4 4 .1 5 ’, S i g n + 5 9 .5 7 , 4 4 .1 1 ’, S i g n +6 2 .1 1 , 1 3 9 .4 3 ’, T r e e + 6 3 .9 5 , 1 9 7 .0 0 ’, T r e e + 6 6 .4 1 , 1 4 5 .6 3 ’, T r e e + 7 4 .1 7 , 1 2 3 .5 6 ’, P i n e T r e e + 7 4 .5 3 , 1 1 1 .4 3 ’, P i n e T r e e + 7 5 .2 3 , 8 8 .3 3 ’, P i n e T r e e + 7 5 .4 6 , 6 2 .7 7 ’, P i n e T r e e + 7 5 .6 5 , 1 0 0 .2 7 ’, P i n e T r e e + 7 5 .7 2 , 6 3 .0 5 ’, P i n e T r e e + 7 6 .3 6 , 7 5 .2 8 ’, P i n e T r e e + 8 2 .1 2 , 1 3 0 .1 2 ’, P i n e T r e e + 8 3 .1 0 , 1 4 1 .0 5 ’, P i n e T r e e + 8 3 .2 2 , 1 1 8 .3 7 ’, P i n e T r e e + 8 3 .4 0 , 1 0 6 .7 1 ’, P i n e T r e e + 8 3 .7 1 , 8 1 .4 2 ’, P i n e T r e e + 8 4 .0 7 , 9 6 .3 1 ’, P i n e T r e e + 8 4 .0 8 , 5 7 .4 5 ’, P i n e T r e e + 8 4 .2 3 , 6 9 .4 7 ’, P i n e T r e e + 8 4 .8 7 , 4 4 .7 3 ’, P i n e T r e e + 8 9 .9 1 , 1 9 .7 9 ’, M a n h o l e + 9 0 .6 5 , 6 0 .5 6 ’, S i g n + 9 2 .9 1 , 2 4 .7 6 ’, B u s h + 9 3 .4 4 , 3 0 .6 7 ’, B u s h + 9 9 .2 9 , 8 3 .1 8 ’, C u r b I n l e t 1 1 5 + 0 0 .0 9 , 3 2 .0 8 ’, B u s h + 1 0 .4 4 , 9 5 .2 1 ’, C o m b . P o l e + 1 2 .0 0 , 1 9 6 .0 2 ’, C o m b . P o l e + 1 2 .2 0 , 8 6 .9 4 ’, S i g n 1 1 5 + 2 3 .5 9 , 0 .0 0 ’, S e c . C o r . M o n . + 3 8 .7 1 , 2 0 .4 7 ’, S i g n + 4 3 .6 7 , 1 4 .2 0 ’, T e l . P o l e + 4 4 .4 8 , 1 4 .1 3 ’, T e l . P o l e + 4 6 .5 8 , 8 2 .5 9 ’, C u r b I n l e t + 4 6 .7 9 , 2 4 .1 5 ’, S t o r m M .H . + 4 8 .4 0 , 1 6 .5 2 ’, C o m b . P o l e + 5 3 .1 9 , 3 2 .4 4 ’, W a t e r V a l . + 5 3 .2 5 , 3 2 .4 8 ’, W a t e r V a l . + 6 7 .3 2 , 5 8 .4 4 ’, G a s M k r . +6 8 .6 3 , 1 1 2 .8 1 ’, T r e e + 7 1 .4 5 , 1 3 2 .9 4 ’, T r e e + 7 2 .7 5 , 3 8 .9 7 ’, W a t e r V a l . + 7 2 .9 6 , 3 8 .7 0 ’, W a t e r V a l . + 7 6 .6 4 , 6 9 .5 7 ’, T e l . P e d . + 7 6 .9 3 , 6 9 .6 4 ’, T e l . P e d . + 8 3 .9 2 , 6 7 .2 3 ’, C o m b . P o l e + 8 4 .5 9 , 6 6 .5 4 ’, C o m b . P o l e + 9 4 .3 1 , 1 0 9 .5 4 ’, T r e e + 9 7 .1 3 , 7 3 .5 0 ’, S t o r m M .H . 1 1 6 + 5 7 .5 3 , 1 3 8 .3 0 ’, P i p e E n d S e c . 1 1 6 + 9 8 .6 5 , 3 6 .5 1 ’, P i n e T r e e 1 1 7 + 2 5 .6 2 , 3 6 .4 3 ’, P i n e T r e e + 5 2 .6 8 , 3 6 .6 5 ’, P i n e T r e e + 9 8 .9 0 , 3 7 .0 6 ’, P i n e T r e e 1 1 8 + 1 7 .0 0 , 6 6 .6 2 ’, C o m b . P o l e 1 1 8 + 5 9 .2 3 , 1 7 .3 1 ’, T r e e + 6 6 .2 1 , 1 5 .5 0 ’, T e l . P o l e + 6 7 .9 6 , 9 7 .6 5 ’, T r e e + 6 8 .0 3 , 9 0 .1 5 ’, T r e e + 8 2 .0 2 , 1 8 .1 4 ’, T V P e d . + 8 2 .5 6 , 1 8 .3 4 ’, T V P e d . + 8 4 .6 9 , 3 6 .5 3 ’, C n t r l . P n t . 1 1 9 + 9 2 .8 3 , 4 7 .4 0 ’, F i r e H y d . + 9 2 .9 0 , 4 5 .6 1 ’, W a t e r V a l . 1 2 0 + 1 1 .4 9 , 5 0 .7 1 ’, W a t e r V a l . + 1 1 .7 4 , 3 4 .7 6 ’, W a t e r V a l . + 1 2 .2 6 , 7 8 .5 9 ’, T r e e + 4 7 .8 6 , 6 5 .6 5 ’, C o m b . P o l e 1 2 1 + 1 6 .6 2 , 1 6 .9 3 ’, T r e e 1 2 1 + 3 8 .4 4 , 3 0 .0 3 ’, P i p e E n d S e c . EN ONSECTIO N SUBDIVISIOK PARELAKESID App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement + 9 2 .3 6 , 1 4 7 .8 3 ’, P i p e E n d S e c . . INC ASSOCIATIONHOMEOWNERS ROAD TOWNE ATLAKES 50’ R/W 50’ R/W 880 890 900 910 920 880 890 900 910 920 908’27" R/ W + 8 9 .9 1 ,1 9 .7 9 ’ T V M a n h o l e 1 1 3 + 7 6 .8 5 ,6 9 .2 2 ’ G u y W i r e +0 8 .9 8 ,5 4 .1 4 ’ G u y W i r e + 0 9 .0 6 ,5 9 .7 9 ’ G u y W i r e +0 9 .4 0 ,6 3 .8 3 ’ G u y W i r e + 0 9 .6 5 ,6 8 .3 4 ’ G u y W i r e Str. No. 237 Str. No. 244 Str. No. 243 Str. No. 245 Str. No. 248 Str. No. 247 Str. No. 246 R/W 50’ +12 50’ +85"S-1-A" 50’ +75 115+00 120+00 Str. No. 402 930930 Line "PR-A" Line "A" & App. Section LineLine "A" & App. Section Line Line "PR-A" L i n e "S - 1 - A " 49+35.00 "PR-A" BEGIN CONSTRUCTION N 00 38’ 43" W N 00 38’ 43" W No Curve Run = P.O.T. 49+90.00 "S-1-A" P.I. 46+31.75 "PR-A" LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. R/WExist. App. LimitsConstr. LimitsConstr. LimitsConstr. No Curve Run = P.O.T. 50+00.00 "S-1-A" P.I. 115+23.59 "A" N 00 01’ 58" E N 00 01’ 58" E from Line "A" except as noted. All topographic information described except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: 12" R C P 12" RCP 15" RCP 1 5 " R C P 1 5 " R C P 12" CMP 1 2 " C M P D D Asphalt Asphalt S t o n e Planter Wall Grass Landscape Bark Landscape Bark V T W V T W V W V W V V T W V W V W V T W V T E 9 1 0 .6 9 1 0 .6 9 1 0 .8 9 1 1 .1 9 1 1 .4 9 1 1 .3 9 1 1 .1 9 1 1 .0 9 1 0 .9 9 1 0 .7 9 1 0 .4 9 1 0 .2 9 0 9 .7 9 0 9 .2 9 0 9 .0 9 0 8 .8 9 0 8 .7 9 0 8 .6 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 9 1 2 .6 3 9 1 2 .3 0 9 1 1 .9 8 9 1 1 .6 5 9 1 1 .3 3 9 1 1 .0 0 Profile Grade Inv. 906.68 Inv. 907.75 Inv. 906.50 -0.65%S T R . N O . 2 3 7 S T R . N O . 2 4 3 S T R . N O . 2 4 6 P.G. ELEV. 912.73 49+35.00 "PR-A" BEGIN CONSTRUCTION Existing Ground Line sbalog 8:42:43 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP04.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 13PLAN AND PROFILE 11-02 MJM MJM JSB JSB LINE "PR-A" 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 H e a t h e r m o o r C r e s t Towne Road COMMON AREA #1 CNI NOIT ASSOCIASREN HOMEOWKRAP EDISLAKE REG SOLLENBER.G YMTAM TSU TREL REVOCABDE RESTATDN ADEAMEND YU GED .Q .L AIGLOR .XU TE LE ERM.H NESTEHP 55+00 60+00 HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W 1 2 1 + 3 8 .4 4 , 3 0 .0 3 ’, P i p e E n d S e c . + 9 0 .7 9 , 1 5 .6 0 ’, T e l . P o l e 1 2 2 + 1 6 .0 2 , 8 0 .4 5 ’, T r e e + 6 3 .7 0 , 3 9 .5 7 ’, C n t r l . P n t . + 7 1 .9 3 , 8 5 .2 4 ’, T r e e + 7 9 .2 7 , 6 6 .4 7 ’, C o m b . P o l e +8 0 .9 2 , 6 7 .4 2 ’, T e l . P e d . 1 2 3 + 0 5 .5 0 , 7 6 .1 8 ’, W a t e r V a l . + 7 4 .8 3 , 6 9 .2 5 ’, F i r e H y d . + 8 2 .0 0 , 6 9 .8 7 ’, W a t e r V a l . + 8 2 .0 6 , 7 5 .5 8 ’, W a t e r V a l . + 8 8 .1 9 , 7 6 .5 0 ’, C u r b I n l e t 1 2 3 + 9 2 .6 3 , 1 9 .1 1 ’, M a i l B o x 1 2 4 + 1 3 .6 6 , 7 4 .6 4 ’, L i g h t +4 5 .5 7 , 7 6 .0 3 ’, C u r b I n l e t 1 2 4 + 5 0 .2 0 , 1 7 .4 2 ’, T r e e + 5 6 .8 8 , 2 0 .2 7 ’, T r e e + 6 3 .6 5 , 8 4 .8 3 ’, E l e c . P e d . 1 2 5 + 0 1 .1 1 , 1 3 2 .0 0 ’, P i p e E n d S e c . +1 2 .8 1 , 6 6 .3 7 ’, C o m b . P o l e + 1 3 .4 2 , 6 9 .1 1 ’, T e l . B o x 1 2 5 + 1 6 .2 2 , 1 5 .2 3 ’, T e l . P o l e + 2 0 .1 3 , 1 7 .3 5 ’, T r e e + 4 0 .0 8 , 1 6 .3 3 ’, T V P e d . + 4 3 .8 2 , 1 2 7 .3 8 ’, P i p e E n d S e c . +4 4 .4 8 , 7 3 .2 8 ’, B e e H i v e I n l . + 4 8 .9 7 , 2 2 .6 8 ’, T r e e + 5 1 .0 2 , 2 2 .9 0 ’, T r e e + 5 2 .9 0 , 2 2 .8 0 ’, T r e e + 5 5 .5 6 , 2 2 .8 2 ’, T r e e 1 2 6 + 6 8 .0 5 , 2 0 .4 9 ’, T r e e 1 2 7 + 1 3 .4 0 , 2 1 .7 0 ’, T r e e + 1 9 .0 6 , 2 2 .3 3 ’, T r e e 1 2 7 + 3 6 .9 5 , 6 5 .9 6 ’, C o m b . P o l e + 4 6 .9 0 , 1 8 .4 0 ’, T r e e 1 2 8 + 0 7 .5 0 , 2 0 .6 0 ’, T e l . H a n d h o l e + 1 6 .6 3 , 1 5 .8 0 ’, T e l . P o l e 1 2 8 + 2 3 .7 5 , 6 9 .9 0 ’, F i r e H y d . + 2 3 .7 6 , 6 8 .2 3 ’, W a t e r V a l . + 2 6 .2 5 , 6 6 .6 8 ’, W a t e r V a l . + 3 9 .3 3 , 4 4 .5 2 ’, G a s M k r . + 5 1 .8 6 , 5 4 .1 8 ’, C n t r l . P n t . + 7 0 .4 4 , 4 9 .2 5 ’, T r e e 1 2 9 + 0 6 .8 4 , 6 0 .0 3 ’, W a t e r V a l . 1 2 9 + 1 7 .0 7 , 7 8 .5 0 ’, S t a n d p i p e + 2 3 .9 2 , 1 3 .6 7 ’, M a i l B o x +7 1 .9 6 , 6 6 .1 6 ’, C o m b . P o l e + 7 2 .3 9 , 3 6 .3 2 ’, B u s h + 7 2 .4 0 , 3 6 .3 1 ’, B u s h E ONSECTION SUBDIVISION PARKLAKESIDE App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement A p p . E x i s t . E a s e m e n t 50’ R/W 880 890 900 910 920 880 890 900 910 920 Str. No. 249 Str. No. 250 Str. No. 251 Str. No. 254 Str. No. 256 Str. No. 255 Str. No. 252 Str. No. 253 Str. No. 258 Str. No. 257 Str. No. 259 Str. No. 262 Str. No. 260 Str. No. 261 + 5 9 .2 5 ,6 5 .9 3 ’ G u y W i r e R d . T o w n e W a l k w a y CPT #12 - M.N.S. N. Side 42" Tree Mag Nail in C.P. #838-1614 Mag Nail in E. Side C.P. #838-1613 Mag Nail in E. Side 12 1.34’ 90.38’32.27’ 1 1 6 .0 3 ’ 125+00 130+00 Constr. Limits Constr. Limits 930930 A p p . 1 / 4 1 / 4 S e c t i o n L i n e App. Exist. R/W Line "A" & App. Section Line Line "PR-A" Str. No. 402 LimitsConstr. LimitsConstr. LimitsConstr. Str. No. 411 Str. No. 412 ASSOCIATION HOMEOWNERS PARKLAKESIDE N 00 38’ 43" W N 00 38’ 43" W Str. No. 620 TBM #79 Chiseled "X" S. Bolt F.H. @ S.W. Cor. of Towne Rd. & Heathermoor Crest Elev. 910.29 from Line "A" except as noted. All topographic information described except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: 1 2 " C M P 15" RCP 12" RCP 1 2 " R C P 12" CMP A s p h a l t S t o n e S t o n e Sto n e Grass Asphalt Conc. Planter C o n c . C o n c . Asphalt Planter P l a n t e r Landscape Bark Landscape Bark W V W V W V W V W V W V E T T H H V T T E E W V W V W V W V B B 9 0 8 .6 9 0 8 .7 9 0 8 .7 9 0 8 .6 9 0 8 .5 9 0 8 .4 9 0 8 .5 9 0 8 .6 9 0 8 .8 9 0 8 .8 9 0 9 .0 9 0 9 .3 9 0 9 .8 9 1 0 .1 9 1 0 .1 9 0 9 .9 9 0 9 .8 9 0 9 .7 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 9 1 0 .6 8 9 1 0 .3 5 9 1 0 .0 3 9 0 9 .7 3 9 0 9 .6 1 9 0 9 .7 1 9 0 9 .9 8 9 1 0 .2 8 9 1 0 .5 8 9 1 0 .8 8 9 1 1 .1 8 9 1 1 .4 8 9 1 1 .7 6 9 1 1 .8 7 9 1 1 .8 1 9 1 1 .5 8 9 1 1 .3 3 Profile Grade 150’ V.C. P.V.I. ELEV. 912.08 150’ V.C. P.V.I. ELEV. 909.38 S T R . N O . 2 5 7 M .H . 5 6 + 0 0 S T R . N O . 2 5 2 M .H . 5 4 + 5 0 S T R . N O . 2 6 0 M .H . 5 7 + 5 0 Inv. 905.35 Inv. 904.62 Inv. 904.95 Inv. 905.05 Inv. 905.15 Inv. 905.50 Inv. 905.40 Inv. 906.15 Inv. 906.25 71’ of 12" Pipe @ +0.47%146’ of 12" Pipe @ +0.52% -0.65%-0.50%S T R . N O . 2 4 9 P.V.I. 54+50 P.V.I. 59+00 +0.60% Existing Ground Line sbalog 8:42:49 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP05.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 14PLAN AND PROFILE 11-02 MJM MJM JSB JSB LINE "PR-A" 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 Towne Road .XU TE II INI CALVSI LEWHGHU .XU TE NO CARLS.A GICRA STEPHAN H. ERMEL ET UX. HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E 65+00 1 3 1 + 9 7 .4 9 , 5 7 .8 4 ’, W a t e r V a l . 1 3 2 +0 6 .0 5 , 6 6 .0 2 ’, C o m b . P o l e 1 3 3 +1 6 .8 8 , 6 3 .9 2 ’, F i r e H y d . +1 7 .0 4 , 6 2 .1 2 ’, W a t e r V a l . 1 3 4 + 2 6 .5 4 , 5 5 .6 4 ’, W a t e r V a l . +4 0 .9 3 , 6 6 .4 8 ’, C o m b . P o l e + 8 9 .5 9 , 6 6 .7 5 ’, C o m b . P o l e 1 3 8 + 0 8 .4 2 , 5 9 .6 8 ’, W a t e r V a l . +0 8 .4 7 , 6 1 .3 3 ’, F i r e H y d . 1 3 0 + 3 2 .3 9 , 4 6 .3 8 ’, T r e e + 5 9 .0 9 , 4 5 .0 3 ’, P o w e r P o l e + 5 9 .7 4 , 1 9 .2 5 ’, T V P e d . + 6 4 .3 8 , 1 4 .1 2 ’, M a i l B o x + 7 2 .9 9 , 2 4 .0 3 ’, B u s h 1 3 1 + 9 9 .6 7 , 7 9 .2 0 ’, S t a n d p i p e 1 3 2 + 5 8 .2 9 , 1 4 .3 6 ’, T e l . P o l e + 6 1 .9 2 , 4 8 .7 0 ’, P i n e T r e e + 6 2 .2 7 , 7 3 .3 4 ’, P i n e T r e e 1 3 3 + 2 7 .0 7 , 2 6 .9 0 ’, P o s t + 2 9 .3 9 , 1 3 .7 3 ’, M a i l B o x + 3 9 .2 3 , 3 7 .1 4 ’, P o s t + 6 2 .0 6 , 3 7 .5 1 ’, P o s t + 7 3 .1 9 , 2 7 .5 2 ’, P o s t + 8 2 .9 4 , 9 1 .9 9 ’, T r e e + 9 8 .0 7 , 6 6 .3 6 ’, P i n e T r e e 1 3 4 + 2 7 .7 0 , 1 9 .8 1 ’, C n t r l . P n t . + 3 0 .8 7 , 7 8 .9 0 ’, S t a n d p i p e + 5 2 .4 5 , 4 8 .8 3 ’, P i n e T r e e + 5 3 .2 8 , 2 8 .0 3 ’, P o s t + 5 5 .2 7 , 2 1 .9 3 ’, T V P e d . + 5 9 .4 4 , 3 6 .1 6 ’, P o w e r P o l e + 9 1 .6 4 , 6 6 .3 2 ’, P o w e r P o l e 1 3 8 + 6 3 .6 3 , 2 2 .0 8 ’, T r e e +5 6 .5 2 , 8 0 .3 4 ’, C o m b . P o l e App. Exist. Easement App. Exist. Easement A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t 50’ R/W Profile Grade 880 890 900 910 920 880 890 900 910 920 920920 +2 7 .4 2 ,9 6 .2 0 ’ G u y W i r e + 2 8 .2 6 ,9 9 .6 3 ’ G u y W i r e + 6 8 .7 5 ,6 6 .1 7 ’ G u y W i r e + 7 3 .7 6 ,6 6 .1 4 ’ G u y W i r e + 7 9 .5 6 ,6 6 .3 6 ’ G u y W i r e +9 1 .6 7 ,8 8 .3 5 ’ G u y W i r e + 1 3 .0 8 ,6 6 .1 4 ’ G u y W i r e + 1 7 .7 2 ,6 5 .5 5 ’ G u y W i r e + 5 6 .1 9 ,8 7 .2 6 ’ G u y W i r e + 5 9 .3 5 ,2 2 .5 4 ’ G u y W i r e + 6 9 .9 3 ,1 4 .8 7 ’ G u y W i r e + 5 9 .3 1 ,1 8 .1 4 ’ G u y W i r e + 9 0 .2 9 ,2 0 .8 7 ’ G u y W i r e + 9 0 .5 7 ,2 6 .2 1 ’ G u y W i r e + 9 0 .6 0 ,3 0 .0 9 ’ G u y W i r e + 9 0 .5 0 ,3 5 .9 2 ’ G u y W i r e + 9 0 .5 4 ,4 0 .6 3 ’ G u y W i r e Str. No. 265 Str. No. 266 Str. No. 263 Str. No. 264 Str. No. 267 Str. No. 268 Str. No. 269 Str. No. 270 Str. No. 271 Str. No. 272 Str. No. 273 Str. No. 274 Str. No. 275 Str. No. 276 Str. No. 277 130+00 135+00 70’ R/W Str. No. 602 Str. No. 603 Line "A" & App. Section Line Line "PR-A" App. Exist. R/W App. Exist. R/W App. Exist. R/W 68+75.00 "PR-A" END CONSTRUCTION BLANKENSHIPJ. CLINT & JANELLE ASSOCIATION HOMEOWNERS PARKLAKESIDE ASSOCIATION HOMEOWNERS PARKLAKESIDE 50’ 70’ N 00 38’ 43" W N 00 38’ 43" W LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. Elev. 913.23 »¿TBM #80 RRSS E. Side Comb. Pole #HMI 2636, 60’ W. of Towne Rd. across from Res. from Line "A" except as noted. All topographic information described except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: 12" CMP 12" CMP 12" CMP 1 5 " R C P 1 5 " R C P Sto n e A s p h alt A s p h a l t Grass Landscape Bark Landscape Bark W V W V W V W V V T V T B B B B 9 0 9 .7 9 0 9 .9 9 1 0 .3 9 1 0 .8 9 1 1 .5 9 1 2 .0 9 1 2 .2 9 1 2 .3 9 1 2 .4 9 1 2 .8 9 1 2 .9 9 1 2 .7 9 1 2 .3 9 1 1 .9 9 1 1 .8 9 1 1 .7 9 1 1 .8 9 1 1 .8 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 9 1 1 .0 8 9 1 0 .8 6 9 1 0 .8 3 9 1 1 .0 3 9 1 1 .4 2 9 1 1 .8 3 9 1 2 .2 5 9 1 2 .6 7 9 1 3 .0 9 9 1 3 .4 8 9 1 3 .6 7 9 1 3 .6 5 9 1 3 .4 2 9 1 3 .1 7 9 1 2 .9 2 9 1 2 .6 7 Profile Grade 150’ V.C. P.V.I. ELEV. 913.92 150’ V.C. P.V.I. ELEV. 910.58 S T R . N O . 2 6 5 M .H . 6 1 + 8 3 S T R . N O . 2 6 8 M .H . 6 2 +5 0 S T R . N O . 2 7 1 M .H . 6 4 + 2 5 S T R . N O . 2 7 4 M .H . 6 8 + 0 0 S T R . N O . 2 7 7 Inv. 906.85 Inv. 906.85 Inv. 906.77 Inv. 906.76 Inv. 906.42 Inv. 908.00 Inv. 906.42 Inv. 905.86 Inv. 905.86 Inv. 905.71 63’ of 18" Pipe @ -0.13% 371’ of 24" Pipe @ -0.15%96’ of 24" Pipe @ -0.15% Inv. 908.40 Inv. 907.05 171’ of 24" Pipe @ -0.20% -0.50% +0.84%-0.50% P.V.I. 62+00 P.V.I. 66+00 P.G. ELEV. 912.55 68+75.00 "PR-A" END CONSTRUCTION Existing Ground Line sbalog 8:42:52 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP06.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 70+00 LINE "PR-A" & "A" HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 15PLAN AND PROFILE 11-02 MJM MJM JSB JSB 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 1 4 1 s t S t r e e t Towne Road COMMON AREA "E" COMMON AREA #3 CNI NOI ASSOCIATSRE HOMEOWNKEE CRELDSAD .XU TE NO CARLS.A GICRA NEV ELENO SECTIKE CREELSADD CLL ,I ISE ASSOCIATECB 1 NO SECTIERLINCOLNSHI HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E 145+00 App. Exist R/W App. Exist R/W App. Exist R/WApp. Exist. R/WApp. Exist. R/W App. Exist. R/W App. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R / W 1 3 8 + 0 8 .4 2 , 5 9 .6 8 ’, W a t e r V a l . + 0 8 .4 7 , 6 1 .3 3 ’, F i r e H y d . + 5 6 .5 2 , 8 0 .3 4 ’, C o m b . P o l e 1 3 8 + 6 3 .6 3 , 2 2 .0 8 ’, T r e e 1 4 0 + 4 1 .0 8 , 8 0 .6 3 ’, C o m b . P o l e 1 4 0 +8 7 .2 1 , 2 0 .3 7 ’, C n t r l . P n t . 1 4 1 +0 1 .1 0 , 5 7 .9 8 ’, G a s M k r . +1 3 .1 3 , 5 9 .6 9 ’, G a s M k r . + 1 3 .4 5 , 6 0 .6 0 ’, G a s V a l v e + 2 6 .5 6 , 4 5 .3 5 ’, B e e H i v e I n l . +3 7 .5 9 , 7 9 .9 8 ’, T e l . P o l e +5 5 .8 5 , 0 .0 0 ’, S e c . C o r . M o n . + 7 8 .9 8 , 8 8 .9 8 ’, W a t e r V a l . + 8 0 .0 4 , 7 2 .4 0 ’, W a t e r V a l . + 8 2 .6 7 , 8 2 .4 6 ’, C o m b . P o l e +8 4 .1 3 , 7 6 .8 7 ’, P o s t + 8 5 .6 1 , 9 2 .1 7 ’, C o m b . P o l e +8 7 .6 6 , 3 6 .7 9 ’, S t a n d p i p e + 8 8 .3 4 , 6 1 .5 4 ’, G a s V a l v e + 8 8 .3 4 , 6 1 .9 8 ’, G a s M k r . + 9 2 .3 2 , 4 0 .6 4 ’, T e l . H a n d h o l e + 9 8 .3 9 , 4 6 .3 0 ’, W a t e r V a l . +1 4 .9 8 , 1 5 .8 7 ’, C o m b . P o l e + 2 0 .7 0 , 5 7 .9 3 ’, L i g h t 1 4 2 + 5 7 .1 2 , 6 9 .5 6 ’, C n t r l . P n t . + 9 6 .0 9 , 9 1 .7 4 ’, T r e e 1 4 3 +7 4 .1 5 , 8 2 .6 9 ’, T r e e 1 4 4 + 1 9 .5 1 , 8 8 .2 1 ’, T r e e + 4 0 .4 5 , 8 0 .6 5 ’, T r e e + 4 7 .9 8 , 1 5 .3 7 ’, C o m b . P o l e + 5 3 .2 1 , 4 9 .8 5 ’, B e e H i v e I n l . + 6 9 .6 4 , 8 5 .5 7 ’, T r e e 1 4 5 + 0 2 .9 2 , 8 0 .4 2 ’, T r e e + 3 0 .2 3 , 8 8 .9 9 ’, T r e e + 5 1 .5 9 , 7 5 .9 9 ’, T r e e 1 4 6 +3 5 .1 0 , 7 0 .9 5 ’, T r e e +5 7 .0 2 , 8 1 .0 0 ’, T r e e + 7 6 .7 8 , 6 9 .7 6 ’, T r e e + 7 9 .0 1 , 1 5 .0 5 ’, C o m b . P o l e 1 4 6 +8 8 .9 7 , 7 9 .9 9 ’, P i p e E n d S e c . + 9 4 .0 5 , 8 1 .4 9 ’, P i p e E n d S e c . + 9 7 .0 8 , 5 2 .8 9 ’, P i p e E n d S e c . 1 4 7 +0 1 .2 9 , 5 3 .8 7 ’, P i p e E n d S e c . App. Exist. Easement App. Exist. EasementApp. Exist. Easement App. Exist. Easement App. Exist. EasementApp. Exist. EasementApp. Exist. Easement+1 0 .2 8 , 5 8 .2 3 ’, L i g h t + 1 3 .8 2 ,5 3 .6 8 ’ G u y W i r e +1 3 .9 5 ,5 7 .9 7 ’ G u y W i r e +1 3 .9 0 ,6 2 .7 3 ’ G u y W i r e + 1 4 .0 1 ,6 7 .6 4 ’ G u y W i r e +1 3 .7 6 ,6 9 .9 5 ’ G u y W i r e 1 4 1 + 1 3 .6 9 ,4 8 .5 9 ’ G u y W i r e + 1 4 .2 5 , 9 1 .3 6 ’, P o w e r P o l e + 8 5 .9 0 ,1 1 0 .3 6 ’ G u y W i r e +8 5 .9 4 ,1 1 2 .5 8 ’ G u y W i r e + 8 5 .9 9 ,1 1 4 .6 6 ’ G u y W i r e + 8 6 .6 5 ,1 1 8 .5 2 ’ G u y W i r e + 8 6 .3 5 ,1 2 5 .8 6 ’ G u y W i r e +8 5 .8 5 ,1 3 0 .8 8 ’ G u y W i r e + 8 6 .9 8 ,1 3 7 .8 1 ’ G u y W i r e Asphalt 70’ R/W 8958’12" 890 900 910 920 890 900 910 920 930930 + 5 6 .1 9 ,8 7 .2 6 ’ G u y W i r e + 5 5 .3 5 ,8 0 .5 8 ’ G u y W i r e + 5 7 .8 3 ,8 1 .1 3 ’ G u y W i r e + 9 3 .6 8 ,8 1 .6 0 ’ G u y W i r e + 9 8 .7 1 ,1 6 .1 6 ’ G u y W i r e 1 4 2 +0 2 .3 5 ,1 5 .4 7 ’ G u y W i r e +6 8 .6 2 ,1 0 6 .8 2 ’ S a n . C l e a n O u t R/ W R/ W Str. No. 292 Str. No. 293 Str. No. 294 Str. No. 298 Str. No. 299 Str. No. 296 Str. No. 297 Str. No. 300 141st St. CPT #13 - R.B.S. C.P. #838-1620 Mag Nail in S. Side C.P. #HMI 3624 Mag Nail in E. Side C.P. #300-936 Mag Nail in S. Side C.P. #838-1618 Mag Nail in S. Side T o w n e R d . 111.50’ 122.10’ 78.00’ 76.54’ 140+00 70’ +36 50’ +20"S-2-A" 940 O.P.O.T. 141+55.81 "A", 10.0’ LT P.O.T. 72+63.92 "PR-A" = App. Exist. R/W A p p . E x i s t . R / W Line "A" & App. Section Line Line "PR-A" L i n e "S - 2 - A " Line "A" & App. Section Line 144+50.00 "A" BEGIN CONSTRUCTION N 00 38’ 43" W LimitsConstr. LimitsConstr. Limits Constr. LimitsConstr. LimitsConstr. LimitsConstr. ASSOCIATIONHOMEOWNERS PARK LAKESIDE Str. No. 621 Str. No. 622 880 880 »¿ 400’ N. of 141st St. Elev. 9 »¿TBM #81 Chiseled " " W. Side Top of Conc. around Cleanout, 35’ E. of Bike Path E. Side Towne RunCurve No N 00 42’ 09" W from Line "A" except as noted. All topographic information described except as noted. All R/W described from Line "A" Line "PR-A"& "A" to be Constructed. NOTES: N 00 38’ 43" W 2 4 " R C P 2 4 " R C P 1 2 " R C P 1 2 " R C P 1 2 " R C P 2 4 " R C P 2 4 " R C P 8" Pipe D Asphalt Asphalt R i p r a p R i p r a p Riprap W V G V W V T H H G V W V W V 9 1 1 .8 9 1 1 .6 9 1 1 .5 9 1 1 .3 9 1 1 .0 9 1 1 .2 9 1 1 .7 70+00 71+00 72+00 9 1 1 .9 9 1 1 .6 9 1 1 .5 9 1 1 .5 9 1 1 .6 9 1 1 .7 9 1 1 .7 9 1 1 .5 9 1 1 .0 9 1 0 .3 9 1 0 .0 142+00 143+00 144+00 145+00 146+00 147+00 9 1 2 .2 6 9 1 2 .0 1 9 1 1 .7 6 9 1 1 .5 3 9 1 1 .4 5 9 1 1 .5 3 Profile Grade 150’ V.C. P.V.I. ELEV. 911.26 Profile Line "PR-A"Profile Line "A" -0.50% P.V.I. 146+50 Inv. 907.25 Inv. 906.85 S T R . N O . 2 9 2 STR. NO. 298 P.G. ELEV. 912.26 144+50.00 "A" BEGIN CONSTRUCTION (Plotted 25’ Above Datum) Profile of Special 3’ Bottom Ditch Req’d Lt. -0.40%+2.50% 908.90 +50 909.35 +00 908.10 +50 +0.45%+1.00% 909.15 +00 908.65 +50 Existing Ground Line Existing Ground Line (Plotted 20’ Below Datum) Profile of Special 3’ Bottom Ditch Req’d Rt. sbalog 8:42:55 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP07.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LINE "A" HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 16PLAN AND PROFILE 11-02 MJM MJM JSB JSB 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 Towne Road LOT 433 LOT 434 LOT 435 LOT 436 LOT 437 COMMON AREA #5 COMMON AREA #5 CLL ,I ISE ASSOCIATECB 1 NO SECTIERLINCOLNSHI NEV ELENO SECTIKE CREELSADD CNI NOI ASSOCIATSRE HOMEOWNKEE CRELDSAD CLL ,I ISE ASSOCIATECB EVL TWENO SECTIKE CREELSADD LOT 378 LOT 377 LOT 376 150+00 155+00 HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E App. Exist. R/W App. Exist. R/W App. Exist. R/W 1 4 7 + 0 1 .2 9 , 5 3 .8 7 ’, P i p e E n d S e c . 1 4 7 + 3 0 .2 2 , 7 1 .2 2 ’, T r e e + 5 2 .1 4 , 7 3 .4 8 ’, T r e e + 7 7 .1 8 , 6 9 .7 0 ’, T r e e 1 4 8 + 0 1 .8 8 , 7 5 .1 6 ’, T r e e + 2 6 .0 0 , 6 8 .4 9 ’, T r e e + 5 1 .1 5 , 7 5 .8 3 ’, T r e e + 7 6 .7 2 , 7 2 .5 1 ’, T r e e 1 4 9 + 0 3 .8 6 , 7 2 .3 1 ’, T r e e + 1 2 .2 0 , 1 4 .1 6 ’, C o m b . P o l e 1 4 9 + 9 3 .1 1 , 4 3 .8 7 ’, P i p e E n d S e c . + 9 3 .1 5 , 1 2 2 .0 9 ’, B e e H i v e I n l . 1 5 1 + 0 2 .0 6 , 2 1 .4 9 ’, C n t r l . P n t . 1 5 1 + 4 3 .5 0 , 1 4 .5 7 ’, C o m b . P o l e + 8 9 .8 7 , 1 3 0 .0 1 ’, P i p e E n d S e c . + 9 7 .4 9 , 5 8 .1 1 ’, G a s M k r . 1 5 2 + 4 2 .1 8 , 5 0 .2 6 ’, B e e H i v e I n l . + 6 5 .1 5 , 2 4 .2 0 ’, P i p e E n d S e c . 1 5 3 + 0 5 .7 8 , 2 4 .3 7 ’, P i p e E n d S e c . + 7 2 .2 6 , 3 1 .8 3 ’, P o w e r P o l e + 7 4 .8 8 , 1 4 .5 9 ’, C o m b . P o l e 1 5 4 + 1 1 .3 3 , 2 4 .2 2 ’, P i p e E n d S e c . + 5 2 .0 0 , 2 4 .0 4 ’, P i p e E n d S e c . App. Exist. R/W App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement 880 890 900 910 920 880 890 900 910 920 Str. No. 302 Str. No. 303 Str. No. 304 Str. No. 308 Str. No. 309 Str. No. 310 Str. No. 313 Str. No. 314 Str. No. 317 Str. No. 318 Str. No. 321 Str. No. 322 Str. No. 319 Str. No. 320 Str. No. 315 Str. No. 316 Str. No. 311 Str. No. 312Str. No. 306 Str. No. 307 Mag Nail in R d . T o w n e 5 4. 2 7’194.20’78.78’ 60.85’C.P. #074-470 Mag Nail in E. Side C.P. #074-471 Mag Nail in E. Side W a l k w a y CPT #14 - R.B.S. C INASSOCIATION HOMEOWNERS CREEKSADDLE Str. No. 403 Str. No. 404 930930 Str. No. 605 Line "A" & App. Section Line Str. No. 623 Str. No. 610 LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. N 00 42’ 09" W from Line "A" except as noted. All topographic information described except as noted. All R/W described from Line "A" Line "A" to be Constructed. NOTES: 12" RCP 1 2 " R C P 1 2 " R C P 1 8 " C M P 1 8 " C M P 2 4 " R C P 2 4 " R C P 2 1 " R C P 1 2 " R C P 1 5 " C M P 12" RCP 12" RCP 12" RCP D Asphalt A s p h a l t Asphalt Asphalt S t o n e C o n c . R i p r a p R i p r a p Riprap R i p r a p Sign 9 1 0 .0 9 1 0 .0 9 1 0 .0 9 0 9 .9 9 1 0 .0 9 1 0 .1 9 1 0 .2 9 1 0 .2 9 1 0 .1 9 1 0 .2 9 1 0 .3 9 1 0 .6 9 1 1 .1 9 1 1 .6 9 1 2 .1 9 1 2 .6 9 1 3 .2 9 1 3 .8 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 9 1 1 .4 5 9 1 1 .5 3 9 1 1 .7 6 9 1 2 .0 1 9 1 2 .2 6 9 1 2 .5 1 9 1 2 .7 6 9 1 3 .0 1 9 1 3 .2 6 9 1 3 .5 1 9 1 3 .7 6 9 1 4 .0 1 9 1 4 .2 6 9 1 4 .5 1 9 1 4 .7 6 9 1 5 .0 1 9 1 5 .2 6 9 1 5 .5 1 Profile Grade 150’ V.C. P.V.I. ELEV. 911.26 S T R . N O . 3 0 2 M .H . 1 4 7 + 5 0 STR. NO. 314 M.H. 151+00 STR. NO. 310 M.H. 149+93 171’ of 15" Pipe @ +0.62% S T R . N O . 3 0 6 M .H . 1 4 9 + 2 5 S T R . N O . 3 1 1 M .H . 1 5 1 + 0 0 S T R . N O . 3 1 5 M .H . 1 5 2 + 7 5 S T R . N O . 3 1 9 M .H . 1 5 4 + 5 0 STR. NO. 322 M.H. 154+50 STR. NO. 318 M.H. 152+75 STR. NO. 309 M.H. 149+25 Inv. 906.50 Inv. 906.60 Inv. 907.55 Inv. 908.45 Inv. 908.70 Inv. 908.80 Inv. 909.30 Inv. 909.65 Inv. 909.75 Inv. 910.20 Inv. 910.80 Inv. 910.90 Inv. 911.05 Inv. 908.35 Inv. 908.45 Inv. 908.00 Inv. 908.20 Inv. 906.50 Inv. 908.70 Inv. 908.80 Inv. 909.30 Inv. 909.65 Inv. 909.75 Inv. 910.20 Inv. 910.80 Inv. 910.90 Inv. 911.05 171’ of 15" Pipe @ +0.50% 171’ of 15" Pipe @ +0.68% 171’ of 15" Pipe @ +0.50% 64’ of 12" Pipe @ -0.55%171’ of 15" Pipe @ +0.50% 171’ of 12" Pipe @ +0.62% +0.50% +0.50% P.V.I. 146+50 Inv. 906.85 STR. NO. 298 Inv. 907.35 (Plotted 15’ Below Datum) Proposed Structures & Pipes Rt. (Plotted 20’ Below Datum) Profile of Special 3’ Bottom Ditch Req’d Rt. (Plotted 25’ Above Datum) Profile of Special 3’ Bottom Ditch Req’d Lt. +2.50%-2.50%+0.30%+0.50% 908.85 +00 908.10 +50 909.35 +00 -0.30%+0.56%-0.50%+0.45% 910.43 +42 910.86 +00 909.88 +25 910.50 +00 Existing Ground Line Inv. 907.45 103’ of 15" Pipe @ +0.49% Below Datum) (Plotted 15’ & Pipes Rt. Proposed Structures sbalog 8:42:58 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP08.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LINE "A" HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 17PLAN AND PROFILE 11-02 MJM MJM JSB JSB 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 C h a r i o t s W h i s p e r D r . COMMON AREA #5 LOT 466 LOT 396 COMMON AREA #6 EVL TWENO SECTIKE CREELSADD CLL ,I ISE ASSOCIATECB CNI NOASSOCIATI SR HOMEOWNEKE CREELSADD NOTGWASHIN .L YEC STA& .D DROCLIFF PIH PARTNERSNE CHILDRBC EET TRUS,Y MURPH.P SATHOM HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E 160+00156+00 1 5 6 + 0 7 .5 8 , 1 4 .8 1 ’, C o m b . P o l e 1 5 7 + 5 0 .2 8 , 5 6 .8 6 ’, W a t e r V a l . +5 1 .5 9 , 5 7 .7 9 ’, F i r e H y d . 1 5 8 +4 0 .8 6 , 1 5 .0 2 ’, C o m b . P o l e 1 5 8 + 9 8 .0 3 , 5 9 .2 9 ’, C n t r l . P n t . 1 5 9 + 0 7 .5 8 , 5 5 .4 8 ’, W a t e r V a l . +1 7 .3 8 , 7 1 .8 8 ’, L i g h t +7 0 .1 9 , 6 7 .9 7 ’, T e m p . B M +7 1 .5 8 , 7 0 .1 1 ’, L i g h t +8 1 .2 9 , 5 4 .1 8 ’, W a t e r V a l . 1 6 0 +7 0 .9 2 , 1 4 .5 8 ’, C o m b . P o l e 1 6 1 +1 0 .6 6 , 7 5 .6 8 ’, P i p e E n d S e c . +1 0 .8 3 , 5 5 .8 6 ’, P i p e E n d S e c . +2 4 .9 6 , 4 7 .3 6 ’, G a s M k r . +4 2 .3 8 , 5 7 .1 9 ’, F i r e H y d . +4 4 .0 6 , 5 6 .8 3 ’, W a t e r V a l . 1 6 3 + 0 4 .6 8 , 1 4 .2 1 ’, C o m b . P o l e App. Exist. R/W App. Exist. R/W App. Exist. Easement App. Exist. EasementApp. Exist. EasementApp. Exist. Easement App. Exist. Easement A p p . E x i s t . E a s e m e n t THOMAS A. & TWYLA L. DOANE 60’ R/W 60’ R/W 880 890 900 910 920 930 880 890 900 910 920 930 Str. No. 323 Str. No. 324 Str. No. 325 Str. No. 326 Str. No. 337 Str. No. 338 Str. No. 336 T o w n e R d . CPT #15 - M.N.S. W a l k w a y Chariots Whisper Dr. S.W. Face L.P. (3’ Up) S.W. Face L.P. (3’ Up) C.P. # ? E. Side Mag Nail in 94.40’ 74.80’ 23.65’ 1 4 6 .2 0 ’ Str. No. 606 Str. No. 607 Str. No. 701 Line "A" & App. Section Line App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R / W App. Exist. R/W LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. Str. No. 334 Str. No. 332 Str. No. 331 Str. No. 333 Str. No. 330 Str. No. 329 Str. No. 328 60’ 60’ INCASSOCIATION HOMEOWNERSCREEK SADDLE N 00 42’ 09" W 914.97Elev. Rd. Towne of E. »60’ Dr. Whisper Chariots of N. »25’ Wall, Conc. Cor. N.E. " " Chiseled #82 TBM ACE from Line "A" except as noted. All topographic information described except as noted. All R/W described from Line "A" Line "A" to be Constructed. NOTES: 1 2 " R C P 1 8 " C M P A s p h a l t Asphalt Asphalt Asphalt Asphalt C o n c . C o n c . Stone Stone Landscape Bark W V W V W VW V W V W V W W 9 1 3 .8 9 1 4 .6 9 1 5 .4 9 1 5 .4 9 1 5 .2 9 1 5 .2 9 1 5 .1 9 1 5 .2 9 1 5 .6 9 1 5 .8 9 1 5 .6 9 1 5 .1 9 1 5 .0 9 1 5 .2 9 1 5 .2 9 1 5 .1 9 1 5 .2 9 1 5 .3 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 9 1 5 .7 6 9 1 6 .0 1 9 1 6 .2 6 9 1 6 .5 1 9 1 6 .7 5 9 1 6 .8 5 9 1 6 .8 2 9 1 6 .6 6 9 1 6 .4 9 9 1 6 .3 1 9 1 6 .1 4 9 1 5 .9 9 9 1 5 .9 8 9 1 6 .1 3 9 1 6 .4 1 9 1 6 .7 2 9 1 7 .0 3 Profile Grade STR. NO. 326 M.H. 156+50 S T R . N O . 3 2 3 M .H . 1 5 6 + 5 0 Inv. 911.90 Inv. 911.90 Inv. 912.05 196’ of 12" Pipe @ +0.51% 196’ of 12" Pipe @ +0.51% Inv. 912.05 S T R . N O . 7 0 1 M .H . 1 6 1 + 3 0 +0.50%-0.35%+0.62% P.V.I. ELEV. 917.01 P.V.I. STA. 158+00 150’ V.C. P.V.I. ELEV. 915.79 160’ V.C. S T R . N O . 3 3 0 M .H . 1 6 0 + 0 0 S T R . N O . 3 3 8 M .H . 1 6 2 + 5 0 166’ of 12" Pipe @ +0.30% 116’ of 15" Pipe @ +0.30%126’ of 12" Pipe @ -0.52% Inv. = 912.45 Inv. = 912.45 Inv. = 911.80 Inv. 909.65 Inv. = 912.10 Inv. = 912.00 Inv. = 912.45 Inv. = 912.45 Inv. = 912.70Storm Sewer Proposed 36" (Plotted 25’ Below Datum) Profile of Special 3’ Bottom Ditch Req’d Rt. +0.50% 913.10 +50 Existing Ground Line P.V.I. STA. 161+50.00 sbalog 8:43:01 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP09.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LINE "A" HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 18PLAN AND PROFILE 11-02 MJM MJM JSB JSB LINE "PR-A" 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 1 4 6 t h S t r e e t Towne Road PIH PARTNERSNE CHILDRBC EET TRUS,Y MURPH.P SATHOM TSU TRDA LEEL CHARITABLA MEMORIYH MURP.J YHTIMOT .P. L.L.LYL FAMIIZPOLIZ HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E HAMILTON COUNTY SEC. 16, T 18 N, R 3 E HAMILTON COUNTY SEC. 17, T 18 N, R 3 E165+00 170+00 App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R /W 1 6 5 + 3 6 .3 3 , 1 4 .5 9 ’, C o m b . P o l e 1 6 6 + 9 1 .3 2 , 3 8 .6 1 ’, C n t r l . P n t . 1 6 7 + 6 7 .3 8 , 2 5 .1 9 ’, C o m b . P o l e 1 6 7 + 7 2 .3 5 , 7 9 .3 0 ’, C o m b . P o l e + 8 8 .0 4 , 0 .0 0 ’, I P F 1 6 8 + 0 9 .7 7 , 1 6 .4 9 ’, C n t r l . P n t . 1 6 9 + 9 5 .1 1 , 1 5 .3 8 ’, C o m b . P o l e 1 7 0 + 0 1 .4 8 , 1 6 .3 0 ’, C o m b . P o l e 60’ R/W 60’ R/W 9026’0" 870 880 890 900 910 920 930 870 880 890 900 910 920 930 Elev. 916.86 Str. No. 340 Str. No. 341 Str. No. 339 146th St. CPT #16 - M.N.S. (3’ Up) Sign Post S. Side Stop (3’ Up) Sign Post E. Side Stop 103.42’ 4 3 .5 5 ’ 48.00’ 16.71’ C.P. #300-265 N. Side Mag Nail in C.P. #074-463 E. Side RR Spike in R d . T o w n e Str. No. 405 A p p . S e c t i o n L i n e Line "A" & App. Section Line 166+00.00 "A" END PROJECT 11-02 P.O.T. 167+88.04 "A" LimitsConstr. LimitsConstr. 60’ 60’ N 00 42’ 09" W 167+50.00 "A" END INCIDENTAL CONSTRUCTION from Line "A" except as noted. All topographic information described except as noted. All R/W described from Line "A" Line "A" to be Constructed. NOTES: 1 8 " C M P Asphalt Asphalt A s p h a l t A s p h a l t Stone Stone Stone S t o n e I 9 1 5 .3 9 1 5 .6 9 1 6 .2 9 1 6 .9 9 1 7 .8 9 1 8 .6 9 1 9 .3 9 1 9 .7 164+00 165+00 166+00 167+00 9 1 7 .0 3 9 1 7 .3 4 9 1 7 .6 5 9 1 7 .9 6 9 1 8 .2 7 9 1 8 .5 8 9 1 8 .9 2 9 1 9 .3 1 9 1 9 .7 4 Profile Grade +0.62% ELEV. 918.58 166+00.00 "A" END PROJECT 11-02 P.V.I. ELEV. 918.89 P.V.I. STA. 166+50 100’ V.C. +0.85%S T R . N O . 3 4 1 M .H . 1 6 4 + 2 0 Inv. = 913.20 Inv. = 913.20 Existing Ground Line 167+50.00 "A" END INCIDENTAL CONSTRUCTION sbalog 8:43:04 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP10.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LINE "SS-1" 10+00 11+00 12+00 13+00 14+00 15+00 9 1 3 .0 9 1 3 .0 9 1 3 .9 9 1 3 .5 9 1 3 .0 9 1 3 .0 9 1 3 .0 9 1 3 .0 9 1 3 .0 9 0 9 .9 9 0 7 .0 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 19PLAN AND PROFILE 11-02 MJM MJM JSB JSB 1" = 30’ 1" = 10’ CITY OF CARMEL 116 02-10-2011 Chariots Whisper Dr. L O T 3 9 6 C O M M O N A R E A #6 CLL ,I ISE ASSOCIATECB CNI NOI ASSOCIATSRE HOMEOWNKEE CRELDSAD PIH PARTNERSNE CHILDRBC EET TRUS,Y MURPH.P SATHOM HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E 10+00 A p p . E x i s t . R /W A p p . E x i s t . R /W App. Exist. EasementApp. E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t T H O M A S A . & T W Y L A L . D O A N E 6 0 ’ R / W 6 0 ’ R / W 890 900 910 920 930 890 900 910 920 930 C o n s t r . L i m i t s C o n s t r . L i m i t s L i n e "A " & A p p . S e c t i o n L i n e App. Exist. R/W App. Exist. R/W A p p . E x i s t . R / W Str. No. 701 Str. No. 702 LimitsConstr. LimitsConstr. "SS-1"Line N 0 0 4 2 ’ 0 9 " W Req’d.Section EndPipe 1 & Pipe 15" of 44’& C-4 Type Manhole +30.0, 475.0’ RT. "A" & 18 SYS Geotextiles Req’d. 9 Tons Revetment Riprap noted.as except "A" Line from described R/W All NOTES: 60’ 1 2 " R C P 1 8 " C M P A s p h a l t C o n c . L a n d s c a p e B a r k WV WV W 907.00907.40907.50 44’ of 15" Pipe @ -0.91% S t r . N o . 7 0 1 M .H . 1 6 1 + 3 0 "A " 912.90 909.65 431’ of 15" Pipe @ -0.50% S t r . N o . 7 0 2 M .H . 1 4 + 3 5 Existing Ground Line sbalog 8:43:07 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PP11.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 25+0020+00 Z Towne Road BRENWICK TND COMMUNITIES BLOCK "A" COMMONS VILLAGE OF WESTCLAY SECTION 500 HAMILTON COUNTY SEC. 29, T 18 N, R 3 E HAMILTON COUNTY SEC. 28, T 18 N, R 3 E Line "PR-A" App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/W A p p . E x i s t . R / W A p p . E x i s t . R /W A p p . E x i s t . R /W 1 3 1 s t S t r e e t BRENWICK TND COMMUNITIES 1 3 1 s t S t r e e t 2 4 ’ App. Exist. Easement App. Exist. Easement A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t Line "A" & App. Section Line 2 4 ’ 1 6 ’ 1 0 ’ 1 0 ’ K K G G 19 19 70’ R/W 60’ R/W 17 17 26 26 67’ of 12" Pipe Req’d. Inlet Type J-10 & +00 +0 0 , 4 0 ’ R T + 0 0 + 5 0 +5 0 +5 0 , 4 0 ’ R T + 5 0 , 5 9 ’ R T Str. No. 200 Str. No. 201 Str. No. 202 Str. No. 203 Str. No. 204 Str. No. 205 Str. No. 206 16’ of 12" Pipe Req’d. Catch Basin Type E-7 & C 95+00 +8 7 Wetland "A" Wetland "B" Constr. Limits Constr. Limits 2’ of 12" Pipe Req’d. Catch Basin Type K-10 &2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 146’ of 15" Pipe Req’d. Manhole Type C-4 & 67’ of 12" Pipe Req’d. Inlet Type M-10 & O.P.O.T. 88+91.86 "A", 5.0’ LT. P.O.T. 20+00.00 "PR-A" = 24+50.00 "PR-A" BEGIN PROJECT 11-02 MARKE BOONE RICHARD K. CURTIS ET UX. JOSEPH C. DAWSON SMITH ET UX. MICHAEL L. to be Removed Existing Pipe to be Removed Existing Pipe PARTNERS TOWNE ROAD TOWNE ROAD PARTNERS 176’ of 15" Pipe Req’d. Manhole Type C-4 & 6 ’ 6 ’ G G 23+75.00 "PR-A" BEGIN INCIDENTAL CONSTRUCTION + 7 5 + 7 5 except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: N 00 01’ 58" E N 00 01’ 58" E W = 12’, L = 30’ Residential Driveway 12" CMP 1 5 " C M P 12" CMP 12" CMP 12" CMP 18" RCP D W Weeds Woods S t o n e S t o n e A s p h a l t WoodsWoods Grass Planter Landscape Rock T T T W V x 19 26 Sodding 17C D Mailbox AssemblyKFull Depth HMA Pavement (See Typical Sections) O 6" Compacted Aggregate, No. 53 6" PCCP for Approaches on 8" Compacted Aggregate Base, No. 53 275#/Syd. HMA Intermediate, Type "A" on 165 #/Syd. HMA Surface, Type "A" on Multi-Use Path (See Typical Sections)G Concrete Sidewalk, 4"F R 1.5" Asphalt Milling 165#/Syd HMA Surface Type "C" on Compacted Aggregate Base, No. 53 R1 (Type is Indicated by Letter Inside Hexagon) Concrete Curb Ramp 02 12" Compacted Aggregate Base, No. 73 Variable Depth, HMA Intermediate Type "C" 165#/Syd HMA Surface Type "C" on HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 20MJM JSB MJM JSB CONSTRUCTION DETAILS LINE "PR-A" 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 sbalog 8:43:10 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CD.01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 30+00 35+00 V C S V C S V C S V C S HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 21MJM JSB MJM JSB CONSTRUCTION DETAILS LINE "PR-A" 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 P r e s i d e n t S t r e e t Towne Road COMMON AREA ’A’ MICHAEL L. SMITH ET UX. HAMILTON COUNTY SEC. 29, T 18 N, R 3 E HAMILTON COUNTY SEC. 28, T 18 N, R 3 E App. Exist. R/W App. Exist. R/WApp. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R /W A p p . E x i s t . R / W A p p . E x i s t . R / W App. Exist. R/W 17 17 K K G G G 2 4 ’ 1 6 ’ 2 4 ’ 2 4 ’ 19 19 19 19 26 26 App. Exist. Easement A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t App. Exist. Easement App. Exist. Easement App. Exist. EasementApp. E x i s t . E a s e m e n t App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement DC C 1 0 ’ 1 6 ’ 1 0 ’ 1 0 ’ 2 4 ’ 70’ R/W 60’ R/W + 1 0 G G 50’ R/W + 0 6 + 3 6 67’ of 12" Pipe Req’d. Inlet Type J-10 & 67’ of 12" Pipe Req’d. Inlet Type J-10 & 67’ of 12" Pipe Req’d. Inlet Type M-10 & 67’ of 12" Pipe Req’d. Inlet Type M-10 & + 0 0+ 3 0 +3 0 +3 0 , 4 0 ’ R T +0 0 +0 0 , 4 0 ’ R T + 0 0 +0 0 +0 0 , 4 0 ’ R T +0 0 , 4 0 ’ L T + 8 1 + 8 6 + 0 0 +0 0 + 8 1 + 8 6 Str. No. 207 Str. No. 208 Str. No. 209 Str. No. 210 Str. No. 211 Str. No. 212 Str. No. 213 Str. No. 214 Str. No. 215 Str. No. 216 Str. No. 217 Str. No. 218 Str. No. 219 Str. No. 220 Str. No. 221 Str. No. 222 Str. No. 223 Str. No. 224 Str. No. 225 100+00 D Existing Pipe to be Removed Existing Pipe to be Removed Existing Pipe to be Removed Constr. Limits Constr. Limits TOWNE ROAD PARTNERS 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 166’ of 12" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & Connect to Exist. Pipe 8’ of 12" Pipe Req’d. Manhole Type C-4 & 1’ of 12" Pipe Req’d. Inlet Type M-10 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 1’ of 12" Pipe Req’d. Inlet Type M-10 & 6 6 + Wetlands "B" +85, 78’ RT Str. No. 375 +8 6 , 4 0 ’ L TStr. No. 601 CURVE DATA S.E. = N.C. E = 0.63’ R = 2,000.00’ L = 100.01’ T = 50.02’ = 2 51’ 54" RT P.I. 34+65.82 "PR-A" P.C. 33+15.79 "PR-A" P.I. 33+65.81 "PR-A" P.R.C. 34+15.80 "PR-A" P.I. 34+65.82 "PR-A" P.T. 35+15.81 "PR-A" Line "A" & App. Section Line Line "PR-A" CURVE DATA S.E. = N.C. E = 0.63’ R = 2,000.00 L = 100.01’ T = 50.02’ = 2 51’ 54" LT. P.I. 33+65.81 "PR-A" +1 0 LANDLINK DEVELOPMENT LLC LANDLINK DEVELOPMENT LLC L A N D L I N K D E V E L O P M E N T L L C DAVID L. & TERESA J. HUDSON LAKES AT TOWNE ROAD HOMEOWNERS ASSOCIATION INC THE LAKES AT TOWNE ROAD SECTION TWO TEODOR H. & ANGELA E. GELOV INDIANA LAND DEVELOPMENT CORPORATION 8 1 ++ 5 2 W = 14.7’ , L = 86’ Street Approach to be Removed Existing Pipe to be Removed Existing Pipe to be Removed Existing Pipe 37’ of 12" Pipe Req’d. Manhole Type C-4 & 5’ of 12" Pipe Req’d. Catch Basin Type E-7 & & 3’ of 12" Pipe Req’d. Catch Basin Type K-10 1 End Section Req’d. 67’ of 18" Pipe & Manhole Type C-4 &111’ of 15" Pipe Req’d. Manhole Type C-4 & 19 19 17 17 6 ’ 6 ’ 6 ’ 6 ’ 6 ’ G G G G W = 16’, L = 39’ Residential Driveway W = 14.6’, L = 86’ Street Approach W = 12’, L = 49’ Residential Driveway 33’ of 18" Pipe Req’d. Manhole Type C-4 & Str. No. 410 to be Removed Existing Pipe +8 0 , 7 2 ’ R T except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: + 0 0, 5 4’ L T N 00 01’ 58" E 1 0 ’ Constr. LImits Constr. LImits Constr. LImits Constr. Limits Constr. Limits Constr. Limits Constr. LimitsN 00 01’ 58" E N 00 01’ 58" E N 0249’56" W 67’ of 12" Pipe Req’d. Inlet Type J-10 & to be Removed 26’ of Exist. 12" RCP & 7 SYS Geotextiles Req’d. 3 Ton Revetment Riprap +37 21’ of 12" Pipe Req’d. Catch Basin Type E-7 & Connect to Exist. Structure 8’ of 15" Pipe Req’d. Manhole Type C-7 & O2 +5 7 , 6 6 ’ R T + 9 7 to be Removed 22’ of Exist. 15" RCP S t o n e Grass Grass Asphalt S t o n e Grass Planter G r a s s G r a s s Asph. Asphalt Grass A s p h a l t A s p h a l t C o n c r e t e Planter S t o n e Woods Woods Grass S t o n e PlanterGrass Grass S t o n e Grass PlanterGrass Asphalt Asphalt Asphalt A s p h a l t Grass Grass Grass Grass 8 " C e d a r T r e e s Stone Landscape Rock Landscape Bark Landscape Bark R R T T G V E T W V W V T W E T E 12" CMP 12" CMP 12" CMP 1 5 " R C P 1 5 " R C P 15" RCP 12" CMP 12" CMP 12" CMP 1 2 " R C P 1 2 " R C P 1 2 " C M P 12" CMP 21" RCP 18" RCP 15" RCP 8" PVC S D S x 19 26 Sodding 17C D Mailbox AssemblyKFull Depth HMA Pavement (See Typical Sections) O 6" Compacted Aggregate, No. 53 6" PCCP for Approaches on 8" Compacted Aggregate Base, No. 53 275#/Syd. HMA Intermediate, Type "A" on 165 #/Syd. HMA Surface, Type "A" on Multi-Use Path (See Typical Sections)G Concrete Sidewalk, 4"F R 1.5" Asphalt Milling 165#/Syd HMA Surface Type "C" on Compacted Aggregate Base, No. 53 R1 (Type is Indicated by Letter Inside Hexagon) Concrete Curb Ramp 02 12" Compacted Aggregate Base, No. 73 Variable Depth, HMA Intermediate Type "C" 165#/Syd HMA Surface Type "C" on sbalog 8:43:13 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CD.02.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 40+0035+00 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 22MJM JSB MJM JSB CONSTRUCTION DETAILS LINE "PR-A" 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 Towne Road COMMON AREA #11 COMMON AREA #1 .XU TE EY D.D SADOUGL .XU TE NO WATS.A SATHOM .XU TE NO PEMBERT.L YRGREGO ENO NO SECTIDA ROEN TOWTA SE LAKEHT THE LAKES AT TOWNE ROAD SECTION TWO App. Exist. R/W App. Exist. R/W HAMILTON COUNTY SEC. 29, T 18 N, R 3 E HAMILTON COUNTY SEC. 28, T 18 N, R 3 E G 26 26 K K 17 17 2 4 ’ 2 4 ’ App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement K K 1 6 ’ 1 0 ’ 19 19 1 0 ’ 50’ R/W 50’ R/W 67’ of 12" Pipe Req’d. Inlet Type J-10 & 67’ of 12" Pipe Req’d. Inlet Type M-10 & 61’ of 12" Pipe Req’d. Manhole Type C-4 & +0 0 , 4 0 ’ L T +0 0 +5 0 , 4 0 ’ L T +5 0 + 5 0 Str. No. 223 Str. No. 224 Str. No. 225 Str. No. 226 Str. No. 227 Str. No. 228 67’ of 12" Pipe Req’d. Inlet Type M-10 & Str. No. 229 Str. No. 230 Str. No. 231 Str. No. 232 Str. No. 233 Str. No. 234 Str. No. 235 Str. No. 236 Str. No. 237 C C C 105+00 110+00 + 7 3 + 2 9 + 5 5 +25 + 2 5, 40’ L T +2 5 + 9 0 + 8 5 + 9 0 , 4 0 ’ L T + 9 0 + 8 52’ of 12" Pipe Req’d. Catch Basin Type K-10 & 246’ of 12" Pipe Req’d. Manhole Type C-4 & 1’ of 12" Pipe Req’d. Inlet Type M-10 & 1’ of 12" Pipe Req’d. Inlet Type M-10 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 186’ of 15" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & P.T. 35+15.81 "PR-A" Line "PR-A" Line "A" & App. Section Line See Previous Sheet See Previous Sheet See Previous Sheet to be Removed Existing Pipe to be Removed Existing Pipe 43+25.00 "PR-A" END CONSTRUCTION 6 ’ 6 ’ 6 ’ 1 0 ’ G G G G G W = 13’, L = 42’ Residential Driveway W = 12’, L = 26’ Residential Driveway W = 12’, L = 36’ Residential Driveway O2 D R + 0 0 TEODOR H. & ANGELA E. GELOV N 00 01’ 58" E except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: Core Drill Hole Req’d. Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. LimitsConstr. Limits N 00 01’ 58" E App. Exist. R/W + 8 0 12" RCP 12" CMP Asphalt A s p h a l t A s p h a l t A s p h a l t Asphalt Asphalt Asphalt S t o n e Grass Grass Field Grass Field GrassGrass Grass Grass Grass T V T W V T x 19 26 Sodding 17C D Mailbox AssemblyKFull Depth HMA Pavement (See Typical Sections) O 6" Compacted Aggregate, No. 53 6" PCCP for Approaches on 8" Compacted Aggregate Base, No. 53 275#/Syd. HMA Intermediate, Type "A" on 165 #/Syd. HMA Surface, Type "A" on Multi-Use Path (See Typical Sections)G Concrete Sidewalk, 4"F R 1.5" Asphalt Milling 165#/Syd HMA Surface Type "C" on Compacted Aggregate Base, No. 53 R1 (Type is Indicated by Letter Inside Hexagon) Concrete Curb Ramp 02 12" Compacted Aggregate Base, No. 73 Variable Depth, HMA Intermediate Type "C" 165#/Syd HMA Surface Type "C" on sbalog 8:43:16 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CD.03.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 45+00 50+00 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 23MJM JSB MJM JSB CONSTRUCTION DETAILS LINE "PR-A" 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 Towne Road Milano Drive 1 3 6 t h S t r e e t CNI NOIT ASSOCIASREN HOMEOWKRAP EDISLAKE .XU TE FF HU.E YRTER TSU TRGN LIVIEN THOREN CATHERIENDIA GREGORY L. PEMBERTON ET UX. LAKES AT TOWNE ROAD HOMEOWNERS ASSOCIATION INC. COMMON AREA #5 App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/W App. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R /W HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E K K 26 26 G G 2 4 ’ 19 19 EN ONSECTIO N SUBDIVISIOK PARELAKESID App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Ease me nt A p p. Exist. Ease m ent A p p . E x i s t . E a s e m e n t App. Exist. R/ W A p p. E xist. R/ W App. Exist. Easement App. Exist. Easement 1 0 ’ 1 0 ’ 1 6 ’ 1 0 ’ 50’ R/W 50’ R/W 2 4 ’ 26 26 C C C C C 67’ of 12" Pipe Req’d. Inlet Type J-10 & 67’ of 12" Pipe Req’d. Inlet Type J-10 & + 00 +0 0 + 00 R/ W Str. No. 237 Str. No. 243 Str. No. 244 Str. No. 245 Str. No. 246 Str. No. 247 Str. No. 248R/W R /W 120+00115+00 Str. No. 402 w/2 End Sections Req’d. 116’ of 12" Pipe A p p . S e c t i o n L i n e HAMILTON COUNTY SEC. 29, T 18 N, R 3 E HAMILTON COUNTY SEC. 28, T 18 N, R 3 E 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & Line "S-1- A" Line "A" & App. Section Line Line "PR-A" +00 17 17 G Constr. Limits 6 ’ 6’ 6’6 ’ 6 ’ G 49+35.00 "PR-A" BEGIN CONSTRUCTION + 4 7 R R R R LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. Limits Constr. No Curve run = P.O.T. 49+90.00 "S-1-A" P.I. 46+31.75 "PR-A" No Curve run = P.O.T. 50+00.00 "S-1-A" P.I. 115+23.59 "A" 72.55’ RT. +87.48 58.89’ RT. +95.82 63.25’ LT. +59.35 77.91’ LT. +65.75 155’ +04 140’ +62 1 0’ 8’ K + 3 5 R50’ 4 5 ’R 5 5 ’R 5 5 ’R 4 5 ’R Core Drill Hole Req’d. except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: + 7 4 + 5 0 App. Exist. Easement + 0 4 N 00 01’ 58" E N 00 01’ 58" E N 00 38’ 43" W Core Drill Hole Req’d. N 00 38’ 43" W + 0 0 + 0 0 17 12" R C P 12" RCP 15" RCP 1 5 " R C P 1 5 " R C P 12" CMP 1 2 " C M P D D A s p h a l t Asphalt Asphalt Asphalt S t o n e Stone Planter Lan dsca pe B ark Pla nter GrassGrass Wall Grass Landscape Bark Pla nter Landscape Bark V T W V T W V W V W V V T W V W V W V T W V T E x 19 26 Sodding 17C D Mailbox AssemblyKFull Depth HMA Pavement (See Typical Sections) O 6" Compacted Aggregate, No. 53 6" PCCP for Approaches on 8" Compacted Aggregate Base, No. 53 275#/Syd. HMA Intermediate, Type "A" on 165 #/Syd. HMA Surface, Type "A" on Multi-Use Path (See Typical Sections)G Concrete Sidewalk, 4"F R 1.5" Asphalt Milling 165#/Syd HMA Surface Type "C" on Compacted Aggregate Base, No. 53 R1 (Type is Indicated by Letter Inside Hexagon) Concrete Curb Ramp 02 12" Compacted Aggregate Base, No. 73 Variable Depth, HMA Intermediate Type "C" 165#/Syd HMA Surface Type "C" on sbalog 8:43:19 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CD.04.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 24MJM JSB MJM JSB CONSTRUCTION DETAILS LINE "PR-A" 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 H e a t h e r m o o r C r e s t Towne Road COMMON AREA #1 CNI NOIT ASSOCIASREN HOMEOWKRAP EDISLAKE REG SOLLENBER.G YMTAM TSU TREL REVOCABDE RESTATDN ADEAMEND YU GED .Q .L AIGLOR .XU TE LE ERM.H NESTEHP 55+00 60+00 HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W 26 26 2626 G G K K 17 17 2 4 ’ 2 4 ’3 8 ’ 2 4 ’ 2 4 ’ 19 19 19 19 E ONSECTION SUBDIVISION PARKLAKESIDE App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement A p p . E x i s t . E a s e m e n t A pp. E xist. E asem ent A p p . E x i s t . E a s e m e n t 1 6 ’ 1 0 ’ 1 6 ’ 1 0 ’ 50’ R/W G G 67’ of 12" Pipe Req’d. Inlet Type J-10 & 67’ of 12" Pipe Req’d. Inlet Type M-10 & 71’ of 12" Pipe Req’d. Manhole Type C-4 & 67’ of 12" Pipe Req’d. Inlet Type J-10 & 67’ of 12" Pipe Req’d. Inlet Type J-10 & +7 5 +00 +0 0 , 4 1 ’ L T +5 0 Str. No. 249 Str. No. 250 Str. No. 251 Str. No. 252 Str. No. 253 Str. No. 254 Str. No. 255 Str. No. 256 Str. No. 257 Str. No. 258 Str. No. 259 Str. No. 260 Str. No. 261 Str. No. 262 +5 0 , 4 0 ’ L T +50 F F C Existing Pipe to be Removed d Remove beto PipeExisting 125+00 130+00 7 ’ R + 1 4 + 4 1 + 3 8 D C Constr. Limits Str. No. 402 + 5 0 , 4 0 ’ L T + 5 0 + 5 5 + 5 0 4’-6" 4’-6" 1’ of 12" Pipe Req’d. Inlet Type M-10 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 1’ of 12" Pipe Req’d. Inlet Type M-10 & 3’ of 12" Pipe Req’d. Catch Basin Type K-10 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 146’ of 12" Pipe Req’d. Manhole Type C-4 & ’ 39 = L 18.5’, =W h ApproacStreet ’ 39 = L 24’, =W h ApproacStreet ’ 40 = L 13’, =W y DrivewaResidential +75 + 5 2 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & Line "A" & App. Section Line + 0 0 + 5 5 17 17 17 Line "PR-A" + 8 2 See Previous Sheet G G GGG 6 ’6 ’6 ’ 6 ’6 ’6 ’ 19 1 0 ’ 1 0 ’ 1 0 ’ 1 0 ’ 1 0 ’ O2 except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: + 7 8 O2 + 7 8 ASSOCIATION HOMEOWNERSPARK LAKESIDE 2 Core Drill Holes Req’d. Str. No. 411 to Grade Adjust Casting + 9 7 Str. No. 412 to Grade Adjust Casting +5 5 Str. No. 620 4’ of 15" Pipe Req’d. Manhole Type C-4 & +5 8 , 7 1 ’ L T . 47’ of 15" Pipe Req’d. Manhole Type C-4 & N 00 38’ 43" W N 00 38’ 43" W LimitsConstr. LimitsConstr. LimitsConstr. App. Exist. R/W A p p . 1 /4 1 / 4 S e c t i o n L i n e App. Exist. R/W + 7 5 26 26 26 + 0 5 49’= L 12’, = W DrivewayResidential 1 2 " C M P 15" RCP 12" RCP 1 2 " R C P 12" CMP 18" RCP 24" RCP A s p h a l t S t o n e S t o n e St o n e Grass Asphalt Conc. Planter C o n c . C o n c . Asphalt Planter P l a n t e r Landscape Bark Landscape Bark W V W V W V W V W V W V E T T H H V T T E E W V W V W V W V B B x 19 26 Sodding 17C D Mailbox AssemblyKFull Depth HMA Pavement (See Typical Sections) O 6" Compacted Aggregate, No. 53 6" PCCP for Approaches on 8" Compacted Aggregate Base, No. 53 275#/Syd. HMA Intermediate, Type "A" on 165 #/Syd. HMA Surface, Type "A" on Multi-Use Path (See Typical Sections)G Concrete Sidewalk, 4"F R 1.5" Asphalt Milling 165#/Syd HMA Surface Type "C" on Compacted Aggregate Base, No. 53 R1 (Type is Indicated by Letter Inside Hexagon) Concrete Curb Ramp 02 12" Compacted Aggregate Base, No. 73 Variable Depth, HMA Intermediate Type "C" 165#/Syd HMA Surface Type "C" on sbalog 8:43:22 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CD.05.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 25MJM JSB MJM JSB CONSTRUCTION DETAILS LINE "PR-A" 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 Towne Road .XU TE II INI CALVSI LEWHGHU .XU TE NO CARLS.A GICRA STEPHAN H. ERMEL ET UX. HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E 65+00 2 4 ’ 1 6 ’ 2 4 ’ 17 17 G G K K 26 26 26 19 19 App. Exist. Easement App. Exist. Easement A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t K K 1 0 ’ 1 0 ’ 19 19 50’ R/W 63’ of 18" Pipe Req’d. Manhole Type C-4 & 67’ of 15" Pipe Req’d. Inlet Type M-10 & 67’ of 12" Pipe Req’d. Inlet Type M-10 & 67’ of 12" Pipe Req’d. Inlet Type J-10 & 96’ of 24" Pipe Req’d. Manhole Type C-4 & 67’ of 12" Pipe Req’d. Inlet Type J-10 & +2 5 + 5 0 +5 0+5 0 , 4 0 ’ L T +7 8 +8 3 +2 5+ 2 5 , 4 0 ’ L TStr. No. 263 Str. No. 264 Str. No. 265 Str. No. 266 Str. No. 267 Str. No. 268 Str. No. 269 Str. No. 270 Str. No. 271 Str. No. 272 Str. No. 273 70+00 Str. No. 274 Str. No. 275 Str. No. 276 Str. No. 277 + 0 0, 4 0 ’ L T + 0 0 + 0 0 d Remove beto PipeExisting d Remove beto PipeExisting 130+00 135+00 C C Constr. Limits Constr. Limits 70’ R/W Constr. Limits Constr. Limits 17 17 2’ of 15" Pipe Req’d. Catch Basin Type K-10 & 1’ of 12" Pipe Req’d. Inlet Type M-10 & 171’ of 24" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 371’ of 24" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & Str. No. 602 Relocate Inlet +8 3 , 5 7 ’ L T Line "A" & App. Section Line Line "PR-A" + 83 L T 4 0’ + 8 3, +78 1’ of 12" Pipe Req’d. Inlet Type M-10 & 6 ’6 ’ 6 ’6 ’6 ’GG G 68+75.00 "PR-A" END CONSTRUCTION G 1 0 ’ 1 0 ’ 1 0 ’ 1 0 ’ 1 0 ’ G 24’= L 12’, = W DrivewayResidential 26’= L 12’, = W DrivewayResidential + 0 7 + 6 0 R except as noted. All R/W described from Line "A" Line "PR-A" to be Constructed. NOTES: BLANKENSHIPJ. CLINT & JANELLE ASSOCIATIONHOMEOWNERS PARK LAKESIDE Core Drill Hole Req’d. ASSOCIATIONHOMEOWNERS PARK LAKESIDE Str. No. 413 Relocate Inlet +3 3 , 6 1 ’ L T . N 00 38’ 43" W N 00 38’ 43" W App. Exist. R/W App. Exist. R/W App. Exist. R/W 2626 12" CMP 12" CMP 1 5 " R C P 18" RCP18" RCP 18" RCP 1 5 " R C P A s p h alt A s p h a l t Landscape Bark Landscape Bark W V W V W V W V V T V T B B B B x 19 26 Sodding 17C D Mailbox AssemblyKFull Depth HMA Pavement (See Typical Sections) O 6" Compacted Aggregate, No. 53 6" PCCP for Approaches on 8" Compacted Aggregate Base, No. 53 275#/Syd. HMA Intermediate, Type "A" on 165 #/Syd. HMA Surface, Type "A" on Multi-Use Path (See Typical Sections)G Concrete Sidewalk, 4"F R 1.5" Asphalt Milling 165#/Syd HMA Surface Type "C" on Compacted Aggregate Base, No. 53 R1 (Type is Indicated by Letter Inside Hexagon) Concrete Curb Ramp 02 12" Compacted Aggregate Base, No. 73 Variable Depth, HMA Intermediate Type "C" 165#/Syd HMA Surface Type "C" on sbalog 8:43:25 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CD.06.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 70+00 LINE "PR-A" & LINE "A" HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 26MJM JSB MJM JSB CONSTRUCTION DETAILS 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 1 4 1 s t S t r e e t Towne Road COMMON AREA "E" COMMON AREA #3 CNI NOI ASSOCIATSRE HOMEOWNKEE CRELDSAD .XU TE NO CARLS.A GICRA NEV ELENO SECTIKE CREELSADD CLL ,I ISE ASSOCIATECB 1 NO SECTIERLINCOLNSHI HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E 145+00 2 4 ’ 2 4 ’ App. Exist R/W App. Exist R/W A p p . E x i s t R /W 26 26 26 26 K K 17 17 G G App. Exist. R/WApp. Exist. R/W App. Exist. R/W App. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R /W App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. EasementApp. Exist. EasementApp. Exist. Easement A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t App. Exist. Easement 1 0 ’ 1 6 ’ 70’ R/W C C CC C 8958’12" R / W R/ W 2’ of 12" Pipe Req’d Catch Basin Type K-10 & + 5 0 +5 0 Str. No. 292 Str. No. 293 Str. No. 294 Str. No. 296 Str. No. 297 Str. No. 298 Str. No. 299 Str. No. 300 140+00 Existing Pipes to be Removed Str. No. 403 Str. No. 404 + 5 3 + 4 8 +5 3 +4 8 O.P.O.T. 141+55.81 "A", 10.0’ LT P.O.T. 72+63.92 "PR-A" = R/ W App. Exist. R/W A p p . E x i s t . R / W 67’ of 12" Pipe Req’d. Inlet Type M-10 & Line "PR-A" Line "A" & App. Section Line & 2 End Sections Req’d. 146’ of 18" Pipe & 2 End Sections Req’d. 146’ of 18" Pipe 2’ of 12" Pipe Req’d. Catch Basin Type K-10 &1’ of 12" Pipe Req’d. Inlet Type M-10 & 67’ of 12" Pipe Req’d. Inlet Type J-10 & 1’ of 12" Pipe Req’d. Inlet Type M-10 & 6 ’ 6 ’ 6’ 1 0 ’ 10’ G 6 ’ 6’ 6’G 129.77’ RT. +73.92 128.16’ LT. +32.81 1 0’144+50.00 "A" BEGIN CONSTRUCTION 1 0 ’ G R R R R ASSOCIATIONHOMEOWNERS PARK LAKESIDE LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. except as noted. All R/W described from Line "A" Line "PR-A" & "A" to be Constructed. NOTES: G10’ 1 0 ’G Str. No. 622 +5 3 1 End Section Req’d. 13’ of 12" Pipe & 19 19 Str. No. 621 81.47’ LT. +01.99 68.01’ LT. +93.34 58.33’ RT. +27.21 72.24’ RT. +19.27 Core Drill Hole Req’d. 1 End Section Req’d. 63’ of 18" Pipe w/ Core Drill Hole & No Curve run = P.O.T. 50+00.00 "S-2-A" P.I. 141+55.85 "A" N 00 38’ 43" W N 00 38’ 43" W N 00 42’ 9" W & 18 SYS Geotextiles Req’d. 9 Tons Revetment Riprap & 10 SYS Geotextiles Req’d. 4 Ton Revetment Riprap 2 End Sections Req’d. 20’ of 12" Pipe & + 9 5, R T + 5 0 + 5 3 + 0 4 + 0 8 + 8 1 + 0 7 + 4 3 26 26 2 4 " R C P 2 4 " R C P 12" RCP 2 1 " R C P 1 2 " R C P 12" RCP 1 2 " R C P 1 2 " R C P 1 8 " C M P 1 8 " C M P 2 4 " R C P 2 4 " R C P 12" RCP 8" Pipe D Asphalt A s p h a l t Asphalt A s p h a l t R i p r a p R i p r a p Riprap G V W V T H H G V W V W V x 19 26 Sodding 17C D Mailbox AssemblyKFull Depth HMA Pavement (See Typical Sections) O 6" Compacted Aggregate, No. 53 6" PCCP for Approaches on 8" Compacted Aggregate Base, No. 53 275#/Syd. HMA Intermediate, Type "A" on 165 #/Syd. HMA Surface, Type "A" on Multi-Use Path (See Typical Sections)G Concrete Sidewalk, 4"F R 1.5" Asphalt Milling 165#/Syd HMA Surface Type "C" on Compacted Aggregate Base, No. 53 R1 (Type is Indicated by Letter Inside Hexagon) Concrete Curb Ramp 02 12" Compacted Aggregate Base, No. 73 Variable Depth, HMA Intermediate Type "C" 165#/Syd HMA Surface Type "C" on sbalog 8:43:29 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CD.07.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LINE "A" HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 27MJM JSB MJM JSB CONSTRUCTION DETAILS 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 Towne Road COMMON AREA #5 COMMON AREA #5 CLL ,I ISE ASSOCIATECB 1 NO SECTIERLINCOLNSHI NEV ELENO SECTIKE CREELSADD CNI NOI ASSOCIATSRE HOMEOWNKEE CRELDSAD CLL ,I ISE ASSOCIATECB EVL TWENO SECTIKE CREELSADD LOT 376 150+00 155+00 HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E App. Exist. R/W App. Exist. R/WApp. Exist. R/W 2 4 ’ 2 4 ’ K K 26 17 17 19 19 App. Exist. R/WApp. Exist. R/W App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t A p p. E xist. E a s em e nt 1 6 ’ App. Exist. R/W 19 19 K K CHARIOTS WHISPER DRVE + 5 0 , 4 0 ’ L T + 5 0 CN IN ASSOCIATIOSHOMEOWNER K CREEESADDL 64’ of 12" Pipe Req’d. Manhole Type C-4 & + 50 + 5 0 +5 0 + 5 0 , 4 0 ’ R T Str. No. 302 Str. No. 303 Str. No. 304 Str. No. 306 Str. No. 307 Str. No. 308 Str. No. 309 Str. No. 310 Str. No. 311 Str. No. 312 Str. No. 313 Str. No. 314 Str. No. 315 Str. No. 316 Str. No. 317 Str. No. 318 Str. No. 319 Str. No. 320 Str. No. 321 Str. No. 322 Existing Pipe to be Removed Existing Pipe to be RemovedExisting Pipe to be Removed + 2 5 , 4 0 ’ L T + 2 5 + 0 0 , 4 0 ’ L T + 0 0 + 2 5 +0 0 + 0 0 , 4 0 ’ R T + 7 5 , 4 0 ’ L T + 7 5 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 171’ of 15" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 171’ of 15" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 171’ of 15" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 171’ of 12" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 103’ of 15" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 171’ of 15" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 171’ of 15" Pipe Req’d. Manhole Type C-4 & +7 5 + 7 5 , 4 0 ’ R T Str. No. 605 67’ of 12" Pipe Req’d. Inlet Type M-10 & Line "A" & App. Section Line 17 17 End Section Req’d. 63’ of 15" Pipe & 1 Manhole Type C-4 & + 5 0 , 4 0 ’ L T 1 0 ’ 6 ’ except as noted. All R/W described from Line "A" Line "A" to be Constructed. NOTES: G G Str. No. 623 + 50 1 End Section Req’d. 13’ of 12" Pipe w/ LimitsConstr. LimitsConstr. LimitsConstr. LimitsConstr. + 2 5 , 4 0 ’ R T 80’ of 18" Pipe Req’d. Manhole Type C-4 & + 9 3 , 4 0 ’ R T G Str. No. 610 6’ of 12" Pipe Req’d. Catch Basin Type E-7 & Str. No. 414 Core Drill Hole Req’d. +93 G + 5 2 + 1 5 + 0 6 4 5 ’R 5 5 ’R 4 5 ’R 5 5 ’R N 00 42’ 9" W & 18 SYS Geotextiles Req’d. 9 Tons Revetment Riprap + 2 5 , 4 9 .6 ’ L T to Grade Adjust Casting +42.2 + 8 3 + 0 326 26 26 26 26 + 6 0 12" RCP 1 2 " R C P 1 2 " R C P 1 8 " C M P 1 8 " C M P 2 4 " R C P 2 4 " R C P 2 1 " R C P 1 2 " R C P 1 5 " C M P 12" R CP 12" RCP 12" RCP D Asphalt A s p h a l t Asphalt Asphalt S t o n e C o n c . R i p r a p R i p r a p Riprap R i p r a p Sign x 19 26 Sodding 17C D Mailbox AssemblyKFull Depth HMA Pavement (See Typical Sections) O 6" Compacted Aggregate, No. 53 6" PCCP for Approaches on 8" Compacted Aggregate Base, No. 53 275#/Syd. HMA Intermediate, Type "A" on 165 #/Syd. HMA Surface, Type "A" on Multi-Use Path (See Typical Sections)G Concrete Sidewalk, 4"F R 1.5" Asphalt Milling 165#/Syd HMA Surface Type "C" on Compacted Aggregate Base, No. 53 R1 (Type is Indicated by Letter Inside Hexagon) Concrete Curb Ramp 02 12" Compacted Aggregate Base, No. 73 Variable Depth, HMA Intermediate Type "C" 165#/Syd HMA Surface Type "C" on sbalog 8:43:33 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CD.08.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LINE "A" HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 28MJM JSB MJM JSB CONSTRUCTION DETAILS 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 C h a r i o t s W h i s p e r D r . Towne Road COMMON AREA #5 COMMON AREA #6 EVL TWENO SECTIKE CREELSADD CLL ,I ISE ASSOCIATECB CNI NOASSOCIATI SR HOMEOWNEKE CREELSADD NOTGWASHIN .L YEC STA& .D DROCLIFF ENAO D.L ALY TW& .A SAMTHO PIH PARTNERSNE CHILDRBC EET TRUS,Y MURPH.P SATHOM HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E 160+00156+00 2 4 ’ 2 4 ’ 3 6 ’ 2 4 ’ 4 0’ R 4 0 ’ R 17 17 K K 26 19 19 19 19 App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Easement App. Exist. Ease ment A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t A p p . E x i s t . E a s e m e n t App. Exist. Easement16’App. Exist. Easement2 4 ’ 2 4 ’ 60’ R/W 60’ R/W 10’R 4’R 1 6 ’ + 7 3 + 1 3 + 7 7 + 7 726 26 K K 26 17 17 67’ of 12" Pipe Req’d. Inlet, Type M-10 & 67’ of 12" Pipe Req’d. Inlet, Type M-10 & + 5 0 , 4 0 ’ L T + 5 0 Str. No. 323 Str. No. 324 Str. No. 329 Str. No. 330 Str. No. 337 Str. No. 338 Str. No. 332 Str. No. 334 Existing Pipe to be Removed + 4 3 D Str. No. 328 Str. No. 331 Str. No. 333 Str. No. 336 +50 +5 0 , 4 0 ’ R T Str. No. 325 Str. No. 326 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 196’ of 12" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 126’ of 12" Pipe Req’d. Manhole Type C-4 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 1’ of 12" Pipe Req’d. Inlet, Type M-10 & 1’ of 12" Pipe Req’d. Inlet, Type M-10 & 2’ of 12" Pipe Req’d. Catch Basin Type K-10 &2’ of 12" Pipe Req’d. Catch Basin Type K-10 & 196’ of 12" Pipe Req’d. Manhole Type C-4 & Str. No. 606 104’ of 36" Pipe Req’d. Manhole Type J-4 & +70, 55’ LT Str. No. 607 Manhole Type J-4 Req’d. + 7 0, 5 5’ R T Str. No. 701 431’ of 15" Pipe Req’d. Manhole Type C-4 & Line "A" & App. Section Line App. Exist. R/W App. Exist. R/WApp. Exist. R/W A p p . E x i s t . R /W A p p . E x i s t . R /W App. Exist. R/W App. Exist. R/W INC.ASSOC. HOMEOWNERS CREEK SADDLE 1 0 ’6 ’G 1 0 ’6 ’G 6 ’ G10’ 116’ of 15" Pipe Req’d. Manhole Type C-4 & LimitsConstr. except as noted. All R/W described from Line "A" Line "A" to be Constructed. NOTES: LimitsConstr. LimitsConstr. LimitsConstr. 17 17 40’= L 27’, = W ApproachStreet + 0 0 + 0 0, 40’ RT +25 + 3 0 + 5 0, 4 0 ’ R T + 5 0 +50 +3 0 + 2 5 +0 0 L i m i t s C o n s t r . L i m i t s C o n s t r . N 00 42’ 09" W App. Exist. R/W App. Exist. R/W 55’ R 5 5 ’ R 60.00’ RT. +99.04 67’ of 12" Pipe Req’d. Inlet, Type M-10 & 26 26 + 3 0, 4 0’ R T 1 2 " R C P 1 8 " C M P A s p h a l t Asphalt Asphalt Asphalt Asphalt C o n c . C o n c . Stone Stone Landscape Bark W V W VW V W V W V W V W W x 19 26 Sodding 17C D Mailbox AssemblyKFull Depth HMA Pavement (See Typical Sections) O 6" Compacted Aggregate, No. 53 6" PCCP for Approaches on 8" Compacted Aggregate Base, No. 53 275#/Syd. HMA Intermediate, Type "A" on 165 #/Syd. HMA Surface, Type "A" on Multi-Use Path (See Typical Sections)G Concrete Sidewalk, 4"F R 1.5" Asphalt Milling 165#/Syd HMA Surface Type "C" on Compacted Aggregate Base, No. 53 R1 (Type is Indicated by Letter Inside Hexagon) Concrete Curb Ramp 02 12" Compacted Aggregate Base, No. 73 Variable Depth, HMA Intermediate Type "C" 165#/Syd HMA Surface Type "C" on sbalog 8:43:36 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CD.09.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LINE "A" HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 29MJM JSB MJM JSB CONSTRUCTION DETAILS 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 1 4 6 t h S t r e e t Towne Road PIH PARTNERSNE CHILDRBC EET TRUS,Y MURPH.P SATHOM TSU TRDA LEEL CHARITABLA MEMORIYH MURP.J YHTIMOT .P. L.L.LYL FAMIIZPOLIZ HAMILTON COUNTY SEC. 20, T 18 N, R 3 E HAMILTON COUNTY SEC. 21, T 18 N, R 3 E HAMILTON COUNTY SEC. 16, T 18 N, R 3 E HAMILTON COUNTY SEC. 17, T 18 N, R 3 E 165+00 170+00 App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W A p p . E x i s t . R / W A p p . E x i s t . R / W 17 17 60’ R/W 60’ R/W 19 19 26 K K 67’ of 12" Pipe Req’d. Inlet, Type M-10 & Str. No. 339 Str. No. 340 Str. No. 341 K d Remove beto PipeExisting K Str. No. 405 2’ of 12" Pipe Req’d. Catch Basin Type K-10 & Reinforced Concrete Box Req’d.. 117’ of 5’ x 2’ A p p . S e c t i o n L i n e 26 K K +9 4Taper Begin Curb +2 0 + 2 0 + 2 0 , 4 0 ’ R T 166+00.00 "A" END PROJECT 11-02 P.O.T. 167+88.04 "A" Line "A" & App. Section Line 166’ of 12" Pipe Req’d. Manhole Type C-4 & 1 0 ’ 6 ’ G 1 0 ’ 6 ’ G 1 0 ’ 6 ’ G 1 0 ’ 6 ’G Towne Road except as noted. All R/W described from Line "A" Line "A" to be Constructed. NOTES: R1 9026’00" LimitsConstr. LimitsConstr. 167+50.00 "A" END INCIDENTAL CONSTRUCTION N 00 42’ 09" W18" C M P Asphalt Asphalt A s p h a l t A s p h a l t Stone Stone Stone S t o n e I x 19 26 Sodding 17C D Mailbox AssemblyKFull Depth HMA Pavement (See Typical Sections) O 6" Compacted Aggregate, No. 53 6" PCCP for Approaches on 8" Compacted Aggregate Base, No. 53 275#/Syd. HMA Intermediate, Type "A" on 165 #/Syd. HMA Surface, Type "A" on Multi-Use Path (See Typical Sections)G Concrete Sidewalk, 4"F R 1.5" Asphalt Milling 165#/Syd HMA Surface Type "C" on Compacted Aggregate Base, No. 53 R1 (Type is Indicated by Letter Inside Hexagon) Concrete Curb Ramp 02 12" Compacted Aggregate Base, No. 73 Variable Depth, HMA Intermediate Type "C" 165#/Syd HMA Surface Type "C" on sbalog 8:43:38 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CD.10.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 1" = 20’ SPOT ELEVATION DETAILS HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 30MJM JSB MJM JSB LINE "PR-A"11-02 CITY OF CARMEL 116 02-10-2011 P r e s i d e n t S t r e e t Towne Road Line "PR-A" 30+00 55+00 Line "A" & App. Section Line Line "PR-A" Line "A" & App. Section Line Towne Road H e a t h e r m o o r C r e s t 9003’26"8830’16" 9000’00"9000’00" 30’R 30’ R 7 ’ R 10’R 4’R 40’R 7 ’R 4 0’R 4’R 10’R 2 4 ’ 2 4 ’ 1 6 ’ 6 ’ 1 0 ’ 6 ’ 1 0 ’ 6 ’ 1 0 ’ 2 4 ’ 4 ’ 3 6 ’ 6 ’ 1 0 ’ 15’11’15’ 2 4 ’ 4 ’ 3 6 ’ 2 4 ’ 1 6 ’ 2 4 ’ 6 ’ 1 0 ’ 6 ’ 1 0 ’ 6 ’ 1 0 ’ 6 ’ 1 0 ’ 18’24’ + 3 6 + 0 6 + 8 2 + 5 2 Elev. 903.56 120.00’ RT. +73.94 Elev. 903.29 120.00’ RT. +88.53 Elev. 903.46 120.00’ RT. +58.98 Elev. 903.25 119.98’ RT. +44.31 Elev. 906.01 74.00’ RT. +44.36 Elev. 906.85 61.29’ RT. +59.04 Elev. 907.30 52.00’ RT. +37.77 Elev. 906.23 74.17’ RT. +88.57 Elev. 907.65 61.34’ RT. +73.98 Elev. 907.58 52.00’ RT. +95.16 Elev. 908.11 34.00’ RT. +28.57 Elev. 907.83 42.00’ RT. +04.05 Elev. 907.66 42.00’ RT. +28.36 Elev. 907.49 34.00’ RT. +04.36 Elev. 909.70 34.02’ LT. +84.71Elev. 909.42 42.00’ LT. +63.25 Elev. 909.02 42.00’ LT. +86.89 Elev. 909.14 34.00’ LT. +66.49 Elev. 908.84 52.00’ LT. +93.99 Elev. 907.40 72.74’ LT. +96.48 Elev. 908.31 61.42’ LT. +14.92 Elev. 907.95 72.76’ LT. +14.99 Elev. 908.05 72.77’ LT. +29.13 Elev. 908.29 61.72’ LT. +29.32 Elev. 907.48 72.79’ LT. +53.28 Elev. 909.18 52.00’ LT. +56.15 sbalog 8:43:41 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.DS.01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 1" = 20’ SPOT ELEVATION DETAILS HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 31MJM JSB MJM JSB LINE "PR-A" 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 Towne Road 160+00 Line "A" & App. Section Line C h a r i o t s W h i s p e r D r . 40’R 40’ R 4’R 10’R + 1 3 + 7 3 2 4 ’ 1 6 ’ 2 4 ’ 6 ’ 1 0 ’ 2 4 ’ 4 ’ 3 6 ’ 6 ’ 1 0 ’ 27’ Elev. 914.33 73.99’ RT. +57.30 Elev. 914.36 73.99’ RT. +30.20 Elev. 916.22 33.99’ RT. +90.34 Elev. 915.29 45.76’ RT. +18.54 Elev. 915.84 34.00’ RT. +97.62 Elev. 915.09 45.60’ RT. +69.13 sbalog 8:43:43 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.DS.02.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LANDSCAPING DETAILSDFDF V C S V CS HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 32 11-02 1" = 50’ MJM JSB JSB CITY OF CARMEL 116 02-10-2011 20+00 25+00 30+00 35+00 40+00 45+00 Towne Road Towne Road 1 3 6 t h S t . Milano Dr. Line "PR-A" CV 10 TM 12 HS 7 QB 3 HS 7 TM 12 HS 7 CV 15 TM 12 CA 3 HS 4 CV 6 AG 5 TM 12 HS 7 TM 12 HS 7 CV 15 AG 6 CV 10 QR 3 HS 7 TM 12 QB 3 CO 6 CA 2 SR 6 QB 3 CV 10 QR 3 HS 7 EF 90 TM 12 HS 7 TM 12 TM 12 HS 7 AG 6 CA 3 EF 106 EF 106 EF 117 EF 407 EF 106 EF 106 EF 145 EF 106 EF 106 CV 15 EF 106 24+50.00 "PR-A" BEGIN PROJECT 11-02 Line "PR-A" D W GV E T W V WV T T T W V W E T E W V T WV W V WV T W V TTV T EWV T T D D sbalog 8:43:46 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.LP01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LANDSCAPING DETAILSDFDF HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 33 11-02 1" = 50’ MJM JSB JSB CITY OF CARMEL 116 02-10-2011 50+00 55+00 60+00 65+00 70+00 145+00 1 4 1 s t S t . Towne Road Towne Road Line "PR-A" Line "PR-A"Line "A" QR 3 CC 6 HS 7 TM 12 CV 15 QB 3 HS 7 TM 12 TM 12 HS 7 CV 8 SR 4 CV 6 HS 4 QR 3 CC 6 CA 3 SR 6 CA 2 CO 6 CV 15 TM 12 HS 7 QR 3 TM 12 HS 7 TM 12 CO 6 QB 3 SR 6 CA 2 CO 6 QB 3 CV 15 TM 12 QR 3 TM 12 HS 7 TM 12 HS 7 CV 8 CV 8 TM 12 QR 3 HS 7 TM 12 HS 7 TM 12 HS 7 CV 15 EF 106 EF 106 EF 407 EF 118 EF 106 HS 7 CV 8 EF 106 EF 106 EF 106 HS 7 EF 106 EF 106 EF 106 EF 106 EF 106 EF 106 W VW V WV VT WV W V WV WV W V W V E T V T THH V T V T T EE W V W V W V WV BB W V W V WV WV GV W V THH G V W V WV V T BB BB sbalog 8:43:50 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.LP02.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LANDSCAPING DETAILS REMARKSNAMENAMESIZE PLANTINGCOMMONBOTANICALQTY.KEY GROUNDCOVER SHRUBS TREES PERENNIALS DF DF HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 34 11-02 1" = 50’ MJM JSB JSB CITY OF CARMEL 116 02-10-2011 150+00 155+00 160+00 165+00 Line "A" Line "A" Towne Road Towne Road CC 6 CA 3 AG 6 CA 2 SR 6 QB 3 CO 6 TM 12 HS 7 CV 8 QR 3 TM 12 HS 7 TM 12 HS 7 CV 15 CC 6 CA 3 CO 6 CA 2 CC 6 QB 3 HS 4 CV 6 AG 4 CV 8 TM 12 HS 7 TM 12 TM 12 HS 7 CV 15 SR 6 CA 3 CC 6 HS 7 PLANTING SCHEDULE Eounymus Fortunei ’Colorata’EF Purpleleaf Wintercreeper FLAT 50 COUNT FLAT Coreopsis verticillataCV Rose Coreopsis CONTAINER2 GAL TM Brown’s Spreading Yew 24"CONTAINER CC Redbud AG Robin Hill Serviceberry 1 1/2" CAL B&B HS Hosta sieboldiana Frances Williams Hosta 2 GAL CONTAINER’Frances Williams Uniform CA Carpinus caroliniana American Hornbeam 2 1/2" CAL STRONG CENTRAL LEADER B&B ’Rosea’ QR Quercus rubra Northern Red Oak 2 1/2" CAL STRONG CENTRAL LEADER B&B SR Syringa reticulata ’Ivory Silk’Ivory Silk Japanese STRONG CENTRAL LEADER B&B STRONG CENTRAL LEADER B&B Amelanchier arborea B&B 1 1/2" CAL 6’ HT. QB Quercus bicolor Swamp White Oak Tree Lilac CO Cotinus obovatus American Smoke Tree B&B 1 1/2" CAL 2 1/2" CAL * CONTRACTOR IS RESPONSIBLE FOR ALL PLANT QUANTITIES AS SHOWN ON PLAN. 324 231 201 4421 EF 106 EF 106 EF 106 EF 117 EF 403 EF 106 EF 106 EF 106 QR 3 Taxus x media ’Brownii’ 27 ’Robin Hill’ 28 Cercis canadensis36 36 21 27 34 166+00.00 "A" END PROJECT 11-02 1 2 " R C P 1 8 " C MP 1 8 " C MP W V D W VW VW V W V WV W W sbalog 8:43:53 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.LP03.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LANDSCAPING DETAILS PLANTING NOTES: CENTER OF PLANT SHOWN ON PLANTING PLAN ALL PLANT SPACING EQUAL OR AS "D" "D" "D" "D" 36" O.C. 30.0" .128 30" O.C. 26.0" .185 24" O.C. 20.8" .29 18" O.C. 15.6" .512 15" O.C. 13.0" .738 12" O.C. 10.4" 1.15 10" O.C. 8.66 1.66 8" O.C. 6.93" 2.6 6" O.C. 5.2" 4.61 "D" "A" PLANTS/SF "A" GROUND COVER SPACING DETAIL NOT TO SCALE 2" LAYER OF SHREDDED GRADE HARDWOOD BARK MULCH 1" ABOVE GRADE 12" PERENNIAL/GROUND COVER PLANTING DETAIL GROUND COVER PLANTING BEDS. 12" MIN. BACKFILL IN PERENNIAL/ NOT TO SCALE FINISHED »¿1 TREE GUYING »¿1 »¿1 EDGE OF WALK OR CURB ALIGN 2 DEADMEN PARALLEL W/ROAD OR WALKS TREE STAKING ALONG ROADS OR WALKS TREE STAKING IN OPEN SPACES »¿ 1 »¿1 DIRECTION OF PREVAILING WIND. ALIGN STAKES PARALLEL WITH DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. ALIGN STAKES PARALLEL WITH ROADS OR WALKS EDGE OF WALK OR CURB STAKING DETAIL DOUBLE STRAND STAKES AS SPECIFIED 3 PER TREE #12 GALV. WIRE, NEATLY TWISTED RUBBER HOSE CHAFING GUARD 2-PLY, COLOR BLACK LOOSLY STAKE TREES TO ALLOW FOR TRUNK MOVEMENT DISEASED AND REMOVE INJURED, INTO SECONDARY LEADERS. AND THOSE DEVELOPING REMOVE CROSS BRANCHES REMOVE SUCKER SHOOTS STUBS, IF PRESENT. AT TRUNK ON OLD MAKE CLEAN CUTS THE SAME AREA. BRANCH OCCUPIES ABOUT WHERE AN OVERLYING REMOVE LOWER BRANCH AT BASE OF TREE. REMOVE SUCKER SHOOTS AT BASE OF TRUNK. 1 2 3 4 5 6 1 2 3 4 5 6 TREE PRUNING DETAIL NOT TO SCALE DAMAGED BRANCHES. CROWN 4" ABOVE FINISH GRADE 3 " 4 " NOT TO SCALE SHADE TREE PLANTING DETAIL FINISH GRADE SCARIFY SIDES OF HOLE THAN ROOT BALL EXCAVATE HOLE 12" LARGER FIRST BRANCHES CEMENTED TOGETHER, UP TO 2 LAYERS OF CRINKLED PAPER 4" WIDE TAPE CONSISTING OF UNDISTURBED SUBGRADE BASE UNDISTURBED SUBGRADE STAKE TO BE 18" BELOW PIT IN NEEDED TO PROVIDE ADEQUATE DRAINAGE AND INSTALL GRANUALAR MATERIAL AS LOOSEN SUBGRADE AROUND CENTER MOUND USE AS BACKFILL EXCAVATED FROM HOLE AND PULVERIZE SOIL 4" DIA. X 4" SAUCER AROUND PLANTING PIT TOP OF BALL CUT ALL BINDING AND REMOVE WRAPPING FROM OF TREE. DO NOT LEAVE STUBS OF BRANCHES RETAINING NATURAL SHAPE NEVER CUT LEADER. THIN UP TO 1/3 ABOVE FIRST BRANCH. ATTACH GUY WIRE AND HOSE STAKE TREES UNDER 3" CAL. USE WOOD GUY TREES 3" CAL. & LARGER USE 2"x4" STAKES EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT BE REMOVED WITHIN ONE YEAR. ALL STAKES AND GUY WIRES TO BE REMOVED WITHIN ONE YEAR. ALL STAKES AND GUY WIRES TO *4" PERFORATED PIPE *FILTER AND GRANULAR MATERIAL *SOIL SEPARATOR *INCLUDE SUBDRAIN IN SLOPE CONDITIONS GREATER THAN 3:1, OR HEAVILY COMPACTED SOIL AND AERATION ABOVE GRADE. AREAS, POSITION THE FLARE 1"-2" FLARE. IN WET AND COMPACTED COVERS THE TOP OF THE ROOT GRADE. REMOVE ANY SOIL THAT THE ROOT FLARE AT OR ABOVE 1. EACH TREE IS BE PLANTED WITH NOTES: BURLAP FROM TOP OF BALL. REMOVE TWINE, ROPE, AND SECTIONS AFTER TREE IS IN PIT. BASKET. REMOVE VERTICAL WIRE, TREE IS IN PIT, REMOVE BOTTOM OF AROUND THE ROOT BALL. BEFORE REMOVE AND CUT WIRE BASKET 2. FOR PLANTS WITH WIRE BASKETS, CONTAINERS COMPLETELY. 3. REMOVE METAL AND PLASTIC CONSTRUCTION TAPE 4. REMOVE TAGS AND LABELS. 2" -3" HARDWOOD BARK MULCH KEEP MULCH 2"-3" FROM TRUNK 5. WATER THOROUGHLY TO ELIMINATE AIR POCKETS. UNDISTURBED SUBGRADE STAKE TO BE 18" BELOW PIT IN OF TREE. DO NOT LEAVE STUBS OF BRANCHES RETAINING NATURAL SHAPE NEVER CUT LEADER. THIN UP TO 1/3 SPECIFIED PLANTING MIXTURE AS MULTI-STEM TREE PLANTING DETAIL 3 " 4 " EXCAVATE HOLE 12" LARGER THAN ROOT BALL FINISH GRADE HOSE GUARDS AND GUY WIRE SET TOP OF ROOT CROWN 4" ABOVE FINISH GRADE CUT ALL BINDING AND REMOVE WRAPPING FROM TOP OF BALL 4" SAUCER AROUND PLANTING PIT NOT TO SCALE ABOVE GRADE. AREAS, POSITION THE FLARE 1"-2" FLARE. IN WET AND COMPACTED COVERS THE TOP OF THE ROOT GRADE. REMOVE ANY SOIL THAT THE ROOT FLARE AT OR ABOVE 1. EACH TREE IS BE PLANTED WITH NEEDED TO PROVIDE ADEQUATE DRAINAGE AND INSTALL GRANULAR MATERIAL AS LOOSEN SUBGRADE AROUND CENTER MOUND AND AERATION NOTES: CONTAINERS COMPLETELY. 3. REMOVE METAL AND PLASTIC 4. REMOVE TAGS AND LABELS. 2" -3" HARDWOOD BARK MULCH KEEP MULCH 2"-3" FROM TRUNK 5. WATER THOROUGHLY TO ELIMINATE AIR POCKETS. BURLAP FROM TOP OF BALL. REMOVE TWINE, ROPE, AND SECTIONS AFTER TREE IS IN PIT. BASKET. REMOVE VERTICAL WIRE, TREE IS IN PIT, REMOVE BOTTOM OF AROUND THE ROOT BALL. BEFORE REMOVE AND CUT WIRE BASKET 2. FOR PLANTS WITH WIRE BASKETS, MIN.8" 6" SPADE EDGE FINISH GRADE 2" -4" HARDWOOD BARK MULCH. SET TOP OF ROOT MASS 1" ABOVE FINISH GRADE BED PREPARATION 4 PARTS TOPSOIL 1/4 PARTS PEAT 1/4 PARTS COMPOST SHRUB AND SMALL TREE PLANTING DETAIL NOT TO SCALE ABOVE GRADE. AREAS, POSITION THE FLARE 1"-2" FLARE. IN WET AND COMPACTED COVERS THE TOP OF THE ROOT GRADE. REMOVE ANY SOIL THAT THE ROOT FLARE AT OR ABOVE 1. EACH SHRUB IS BE PLANTED WITH NOTES: BURLAP FROM TOP OF BALL. 2. REMOVE TWINE, ROPE, AND ROOT FLARE CONTAINERS COMPLETELY. 3. REMOVE METAL AND PLASTIC KEEP MULCH 2"-3" FROM TRUNK. WATER THOROUGHLY TO ELIMINATE AIR POCKETS. 4. REMOVE TAGS AND LABELS. LEAVE SOIL UNDER ROOTBALL UNDISTURBED. LANDSCAPE SPADED EDGE DETAIL NOT TO SCALE LAWN FINISH GRADE MULCH AS SPECIFIED PLANTING MIX 4 " SPADED EGDE 1-800-382-5544 CALL TOLL FREE CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. - INDIANA UNDERGROUND - DF DF HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 35 JSB JSB 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 A MINIMUM OF 4" OF TOPSOIL SHALL BE PLACED ON ALL AREAS SHOWN TO BE SEEDED AND 12" FOR PLANTING BEDS. USE SUITABLE TOPSOIL FROM STOCKPILED SITE STRIPPING. TOPSOIL SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR DELETERIOUS MATERIALS LARGER THAN 1". REMOVE ANY UNSUITABLE AND EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE ENGINEER. ALL TREES SHALL HAVE A 4’ DIAMETER RING COVERED WITH A 2" TO 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY ENGINEER AND SHALL BE UNIFORM IN TEXTURE AND COLOR. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE A 2" TO 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE-EMERGENT HERBICIDE APPLIED AS PER MANUFACTURER’S RECOMMENDATION. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR’S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE ALL DISTURBED LAWN AREAS SHALL BE HYDROSEEDED AS NOTED ON EROSION CONTROL PLAN DETAIL SHEET PLANTINGS ARE TO BE INSTALLED NO CLOSER THAN 3 FEET 6 INCHES FROM EDGE OF CURB, MEASURED FROM CENTER OF PLANT TO INSIDE EDGE OF CURB. SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED ENGINEER BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL YEAR FOLLOWING FINAL INSPECTION BY ENGINEER. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY ENGINEER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE NURSERYMEN. OWNER. CONTRACTOR. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. 11. sbalog 8:43:56 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.LP04.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J V C S V CS 9 0 0 900 905 905 905905905905 9 0 5 9 0 5 9 0 5 9 0 5 905 905 9 0 5 9 0 5 9 0 5 905 905 905 905 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 905 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 905 905 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 9 05 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 9 0 5 905 905 905 9 0 5 9 0 5 9 0 5 9 0 5 905 905 9 0 5 9 0 5 910 9 1 0 905 905 905 9 0 5 9 1 0 910 910 9 1 0 9 1 0 9 10 910 9 1 0 9 1 0 9 1 0 9 1 0 9 1 0 910 910 9 1 0 910910 9 1 0 9 1 0 9 1 0 9 1 0 910 9 1 0 9 1 0 20+00 25+00 30+00 35+00 40+00 45+00 1 3 1 s t S t r e e t P r e s i d e n t S t r e e t 1 3 6 t h S t r e e t Milano Drive Towne Road Towne Road DIP HD DIP DIP HD CD CD CD Line "A" Line "PR-A" Line "PR-A"L i n e "S - 1 - A " Line "A" DIP DIP 24+50.00 "PR-A" BEGIN PROJECT 11-02 HD R 18" CMP 12" CMP 1 5 " C MP 12" CMP 12" CMP 12" CMP 12" CMP 12" CMP 1 5 " R C P 1 5 " R C P 12" CMP 12" CMP 12" CMP 1 2 " R C P 1 2 " C MP 18" RCP D W 12" CMP 12" RCP 12" CMP 12" R CP 12" RCP 15" RCP 1 5 " R C P 1 5 " R C P 12" CMP D D DITCH INLET PROTECTIONDIP PP PERIMETER PROTECTION RIPRAP CHECK DAM CURB INLET PROTECTIONCIP CP CD CULVERT PIPE PROTECTION HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 36 11-02 1" = 50’ MJM JSB MJM JSB EROSION CONTROL PLANS TOWNE ROAD CITY OF CARMEL 116 02-10-2011 sbalog 8:44:01 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.EC01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 910 910 910910 9 1 0 9 10 9 1 0 9 1 0 910 9 10 910 910 910910 910 910 910 9 10 910 9 1 0 910 910910 9 1 0 9 1 0 9 1 0 910910910910 9 1 0 910 9 1 0 9 1 0 9 1 0 9 1 0 9 1 0 9 1 0 9 1 0 9 1 0 910 9 1 0 9 1 0 910 9 1 0 9 1 0 9 1 0 9 1 0 9 1 0 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 37 11-02 1" = 50’ MJM JSB MJM JSB EROSION CONTROL PLANS TOWNE ROAD CITY OF CARMEL 116 02-10-2011 50+00 55+00 60+00 65+00 70+00 145+00 Towne Road H e a t h e r m o o r C r e s t Towne Road 1 4 1 s t S t r e e t 1 4 1 s t S t r e e t DIP DIP Line "PR-A" Line "A" Line "PR-A" Line "A" Line "A" L i n e "S - 2 - A " HD DIP DIP CIP CIP sbalog 8:44:04 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.EC02.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 12" CMP 1 2 " C M P 15" RCP 12" RCP 1 2 " R C P 12" CMP 12" CMP 18" RCP 1 5 " R C P 24" RCP 12" CMP 2 4 " R C P 2 4 " R C P 12" RCP 2 1 " R C P 1 2 " R C P 12" RCP 1 5 " R C P 18" RCP18" RCP DITCH INLET PROTECTIONDIP PP PERIMETER PROTECTION RIPRAP CHECK DAM CURB INLET PROTECTIONCIP CP CD CULVERT PIPE PROTECTION 910 9 1 0 910 910 91 0 9 1 0 9 1 0 910 910 910 910 910 9 1 0 9 1 0 9 1 0 9 1 0 910 910 910 910 9 1 0 9 1 0 9 1 0 9 1 0 910 9 1 0 9 1 5 9 1 5 9 1 5 9 1 5 9 1 5 9 1 5 9 1 5 9 1 5 915 915 9159 1 5 9 1 5 9 1 5 915 9 15 9 1 5 9 1 5 9 1 5 9 1 5 9 1 5 915 915 915 9 1 5 915 915 9 1 5 9 1 5 9 1 5 915 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 38 11-02 1" = 50’ MJM JSB MJM JSB EROSION CONTROL PLANS TOWNE ROAD CITY OF CARMEL 116 02-10-2011 150+00 155+00 160+00 165+00 170+00 175+00 C h a r i o t s W h i s p e r D r . Towne Road Towne Road 1 4 6 t h S t r e e t PLAN SECTION A-A HORSHESHOE DAM DETAIL Not to Scale #8 Stone (1’ Minimum Thickness) 3:1 3:1 Revetment Riprap Slope Pipe A A 2’-0" 1’-0" d1.5 d DIP DIP CD CD Towne Road Line "A" Line "A" HD 166+00.00 "A" END PROJECT 11-02 HDHD HD CD DIP I sbalog 8:44:07 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.EC03.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 12" RCP 1 2 " R C P 1 2 " R C P 1 8 " C M P 1 8 " C MP 2 4 " R C P 2 4 " R C P 2 1 " R C P 1 2 " R C P 1 5 " C M P 12" RCP 12" RCP 12" RCP 8" Pipe D 1 2 " R C P 1 8 " C MP 1 8 " C MP DITCH INLET PROTECTIONDIP PP PERIMETER PROTECTION RIPRAP CHECK DAM CURB INLET PROTECTIONCIP CP CD CULVERT PIPE PROTECTION HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE EROSION CONTROL TABLE LOCATION STATION TO STATION S I L T F E N C E T E M P O R A R Y (ft) S T R A W B A L E S C H E C K D A M S T E M P O R A R Y (ft) R E V E T M E N T R I P R A P C H E C K D A M T E M P O R A R Y (TON) S E D I M E N T T R A P T E M P O R A R Y (TON)EACH R I P R A P S P L A S H P A D (TON) S E E D M I X T U R E , T (lb) M A T E R I A L M U L C H I N G (TON) F E R T I L I Z E R (TON) I N L E T P R O T E C T I O N T E M P O R A R Y D I T C H EACH EACH EROSION CONTROL TABLE LOCATION STATION TO STATION S I L T F E N C E T E M P O R A R Y (ft) S T R A W B A L E S C H E C K D A M S T E M P O R A R Y (ft) R E V E T M E N T R I P R A P C H E C K D A M T E M P O R A R Y (TON) S E D I M E N T T R A P T E M P O R A R Y (TON)EACH R I P R A P S P L A S H P A D (TON) S E E D M I X T U R E , T (lb) M A T E R I A L M U L C H I N G (TON) F E R T I L I Z E R (TON) I N L E T P R O T E C T I O N T E M P O R A R Y D I T C H EACH EACH LOCATION STATION TO STATION S I L T F E N C E T E M P O R A R Y (ft) S T R A W B A L E S C H E C K D A M S T E M P O R A R Y (ft) R E V E T M E N T R I P R A P C H E C K D A M T E M P O R A R Y (TON) S E D I M E N T T R A P T E M P O R A R Y (TON)EACH R I P R A P S P L A S H P A D (TON) S E E D M I X T U R E , T (lb) M A T E R I A L M U L C H I N G (TON) F E R T I L I Z E R (TON) I N L E T P R O T E C T I O N T E M P O R A R Y D I T C H EACH EACH EROSION CONTROL TABLE EROSION CONTROL TABLE 39 11-02 MJM MJM JSB JSB CITY OF CARMEL 116 I N L E T P R O T E C T I O N T E M P O R A R Y C U R B H O R S E S H O E D A M T E M P O R A R Y I N L E T P R O T E C T I O N T E M P O R A R Y C U R B I N L E T P R O T E C T I O N T E M P O R A R Y C U R B H O R S E S H O E D A M T E M P O R A R Y H O R S E S H O E D A M T E M P O R A R Y 02-10-2011 "PR-A"Line (Lt.)23+75 33+75 1000 (Rt.)23+75 25+36 161 (Rt.)25+62 26+62 100 (Rt.)26+50 1 (Rt.)28+37 1 (Rt.)28+37 1 (Rt.)28+62 1 (Rt.)32+79 1 (Rt.)32+80 1 (Lt.)33+00 1 (Lt.)33+75 33+75 48 (Lt.)33+97 34+05 56 (Rt.)34+99 36+61 185 (Lt.)36+00 11 (Rt.)36+84 37+18 66 (Rt.)37+40 42+44 528 (Lt.)38+00 11 (Lt.)40+00 11 (Lt.)42+20 45+00 280 (Lt.)42+52 54+33 181 (Rt.)42+66 43+75 129 (Lt.)44+04 1 (Rt.)46+61 47+65 135 (Rt.)47+83 55+03 745 (Lt.)49+35 52+36 301 (Lt.)52+44 1 (Lt.)55+00 1 (Rt.)55+25 60+55 569 (Lt.)55+50 1 (Lt.)55+64 56+04 57 (Lt.)56+04 71+49 1545 (Lt.)56+52 1 (Rt.)60+78 61+96 154 (Lt.)61+83 1 (Rt.)62+18 64+48 245 (Rt.)64+70 68+75 414 (Lt.)68+33 1 (Lt.)71+49 72+00 71 (Rt.)142+65 146+80 415 (Lt.)144+53 1 (Rt.)146+53 1 (Lt.)146+55 14+05 50 (Lt.)147+07 1 (Lt.)147+09 152+14 505 (Rt.)147+16 158+68 1152 (Rt.)147+50 1 (Lt.)149+25 1 (Rt.)149+93 1 (Lt.)150+00 11 (Lt.)152+42 1 (Lt.)152+51 167+71 1520 (Lt.)153+00 11 (Lt.)156+00 11 (Rt.)158+68 159+19 71 (Rt.)161+10 1 (Rt.)161+43 167+71 628 TOTALS 11,311 66 8 12 2 sbalog 8:44:10 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.EC04.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J 45 SPEED LIMIT PAVEMENT MARKING AND SIGN DETAILS HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 40 11-02 1" = 50’ MJM JSB MJM JSB CITY OF CARMEL 116 02-10-2011 20+00 25+00 30+00 35+00 38 37B )" 30x "(30 1-R1 )" 30x "(24 1-R2 38A 40+00 45+00 44+37 31+00 30+34 Towne Road Towne Road 1 3 6 t h S t . Milano Dr. + 1 0 + 3 8 + 7 8 + 1 0 + 1 0 Towne Road ) 10" x (48" Road""Towne ) 10" x (48" Street""President DSS-A 3737A 48 48 47 4746 47 47 48 48 46 46 Line "PR-A"47 47 48 48 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ + 2 6 + 2 5 38B 48B 48B 38B 43+34 36")x (36" Mod.R3-8 President Street 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 24+50.00 "PR-A" BEGIN PROJECT 11-02 1 2 ’ 1 2 ’ + 3 7 59 50 50 59 59 50 50 50 Line "PR-A" sbalog 8:44:13 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PM01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J37Pavement Message Markings, Thermoplastic, Word (ONLY) 37A Pavement Message Markings, Thermoplastic, Lane Indication Arrow Line, Thermoplastic, Solid, White, 4 in.46 Line, Thermoplastic, Broken, White, 4 in.48 48A Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38 38A Transverse Markings, Thermoplastic, Crosswalk Line, White, 8 in. Line, Thermoplastic, Solid, Yellow, 4 in.47 Line, Thermoplastic, Solid, Yellow, 8 in.47A Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.38B 37B Pavement Message Markings, Thermoplastic, "Fishhook Arrow"Line, Thermoplastic, Solid, White, 8 in.46A 48B Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap) Existing Sheet Sign on New Supports59 50 No Change Required to Existing Sign & Supports 45 SPEED LIMIT 45 SPEED LIMIT 45 SPEED LIMIT PAVEMENT MARKING AND SIGN DETAIL HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 41 11-02 1" = 50’ MJM JSB MJM JSB CITY OF CARMEL 116 02-10-2011 50+00 55+00 60+00 65+00 70+00 145+00 37B 37B 37B 37A )" 30x "(24 1-R2 )" 30x "(30 1-R1 )" 30x "(24 1-R2 )" 30x "(24 1-R2 51+22 48+54 55+62 54+87 57+54 70+38 + 2 7 + 1 0 + 5 0 + 7 8 + 9 8 + 5 7 1 4 1 s t S t . Towne Road Towne Road 38A Heathermoor Crest ) 10" x (48" Road""Towne ) 10" x (62" Crest""Heathermoor DSS-B ) 9" x (42"W16-8 ) 9" x (42"W16-8 ) 30" x (24"W13-1 ) 30" x (30"W2-6 47 47 48 48 4637 38 48 48 47 47 47 47 48 48 48 48 47 47 136TH STREET MILANODRIVE Line "PR-A" Line "PR-A"Line "A" 49+26 36")x (36" Mod.R3-8 68+92 36")x (36" Mod.R3-8 36")x (36" Mod.R3-8 143+84 "A" Towne Road + 7 8 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’1 2 ’ 1 2 ’ 59 50 50 50 50 50 50 50 M.P.H. 15 sbalog 8:44:16 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PM02.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J37Pavement Message Markings, Thermoplastic, Word (ONLY) 37A Pavement Message Markings, Thermoplastic, Lane Indication Arrow Line, Thermoplastic, Solid, White, 4 in.46 Line, Thermoplastic, Broken, White, 4 in.48 48A Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38 38A Transverse Markings, Thermoplastic, Crosswalk Line, White, 8 in. Line, Thermoplastic, Solid, Yellow, 4 in.47 Line, Thermoplastic, Solid, Yellow, 8 in.47A Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.38B 37B Pavement Message Markings, Thermoplastic, "Fishhook Arrow"Line, Thermoplastic, Solid, White, 8 in.46A 48B Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap) Existing Sheet Sign on New Supports59 50 No Change Required to Existing Sign & Supports PAVEMENT MARKINGS AND SIGN DETAIL 45 SPEED LIMIT 45 SPEED LIMIT HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 42 11-02 1" = 50’ MJM JSB MJM JSB CITY OF CARMEL 116 02-10-2011 150+00 155+00 160+00 165+00 170+00 175+00 ) 30" x(30" 1R1- 153+76 159+67 159+20 162+30 165+98 + 7 7 + 0 5 + 4 5 + 7 7 Chariots Whisper Dr. ) 30" x(24" 1R2- 157+30 38A ) 10" x (48" Road""Towne ) 10" x (68" Dr." Whisper"Chariots DSS-C Towne Road 48 48 47 47 38 37 37A 46 48 48 47 47 Line "A" Line "A" 1 6 7 + 5 0 .0 0 ) 30" x(24" 1R2- ) 30" x(30" 2W9- ) 36" x(36" 1W6- Towne Road Towne Road LEFT MERGE LANE ENDS 166+00.00 "A" END PROJECT 11-02 1 2 ’1 2 ’ 1 2 ’1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’ 1 2 ’1 2 ’1 2 ’ 1 2 ’ + 5 0 + 0 0 59 46 46 46 47 sbalog 8:44:19 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PM03.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J37Pavement Message Markings, Thermoplastic, Word (ONLY) 37A Pavement Message Markings, Thermoplastic, Lane Indication Arrow Line, Thermoplastic, Solid, White, 4 in.46 Line, Thermoplastic, Broken, White, 4 in.48 48A Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38 38A Transverse Markings, Thermoplastic, Crosswalk Line, White, 8 in. Line, Thermoplastic, Solid, Yellow, 4 in.47 Line, Thermoplastic, Solid, Yellow, 8 in.47A Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.38B 37B Pavement Message Markings, Thermoplastic, "Fishhook Arrow"Line, Thermoplastic, Solid, White, 8 in.46A 48B Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap) Existing Sheet Sign on New Supports59 50 No Change Required to Existing Sign & Supports 50+00 1" = 20’ ROUNDABOUT SIGNING & PAVEMENT MARKING DETAILS 4 5 + 0 0 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 43MJM JSB MJM JSB 1" = 30’ 11-02 CITY OF CARMEL 116 02-10-2011 38B 38B 38B 48B 48B 48A Milano Drive 131st Street T o w n e R o a d 59.93’ LT. +65.96 46.19’ RT. +99.36 62.09’ RT. +61.88 59.93’ RT. +97.58 45.77’ LT. +62.96 62.08’ LT. +01.67 49 49 49 48A 49 46 46 Line, Thermoplastic, Solid, White, 6 in.49 L i n e "P R - A " sbalog 8:44:22 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PM05.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J37Pavement Message Markings, Thermoplastic, Word (ONLY) 37A Pavement Message Markings, Thermoplastic, Lane Indication Arrow Line, Thermoplastic, Solid, White, 4 in.46 Line, Thermoplastic, Broken, White, 4 in.48 48A Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38 38A Transverse Markings, Thermoplastic, Crosswalk Line, White, 8 in. Line, Thermoplastic, Solid, Yellow, 4 in.47 Line, Thermoplastic, Solid, Yellow, 8 in.47A Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.38B 37B Pavement Message Markings, Thermoplastic, "Fishhook Arrow"Line, Thermoplastic, Solid, White, 8 in.46A 48B Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap) Existing Sheet Sign on New Supports59 50 No Change Required to Existing Sign & Supports 1" = 20’ ROUNDABOUT SIGNING & PAVEMENT MARKING DETAILS HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 44MJM JSB MJM JSB 11-02 CITY OF CARMEL 116 02-10-2011 38B 38B 48B T o w n e R o a d 141st Street 48A 48B 48A T O W N E R O A D 37.96’ RT. +26.69 68.01’ LT. +93.34 62.09’ LT. +33.96 45.96’ LT. +95.80 33.63’ LT. +55.17 59.93’ RT. +29.88 53.56’ RT. +82.84 29.01’ RT. +63.98 49 49 49 49 L i n e "A " 141st Street L i n e "P R - A " sbalog 8:44:24 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.PM06.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J37Pavement Message Markings, Thermoplastic, Word (ONLY) 37A Pavement Message Markings, Thermoplastic, Lane Indication Arrow Line, Thermoplastic, Solid, White, 4 in.46 Line, Thermoplastic, Broken, White, 4 in.48 48A Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap) Transverse Markings, Thermoplastic, Stop Line, White, 24 in.38 38A Transverse Markings, Thermoplastic, Crosswalk Line, White, 8 in. Line, Thermoplastic, Solid, Yellow, 4 in.47 Line, Thermoplastic, Solid, Yellow, 8 in.47A Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 in.38B 37B Pavement Message Markings, Thermoplastic, "Fishhook Arrow"Line, Thermoplastic, Solid, White, 8 in.46A 48B Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap) Existing Sheet Sign on New Supports59 50 No Change Required to Existing Sign & Supports HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE SHEET SIGN & POST SUMMARY 45 POSTSIGN SHEET SIGN & POST SUMMARY / LINE SHEET NO. PLAN LOCATION SIGN CODE SIGN 0.125" POST LENGTH 20.080"0.100" TOTALS 1 2 TOTAL 1 TOTAL POST LENGTH (FT.)POST LENGTH (FT.) (IN x IN) SIZE SIGN SIGH AREA (SFT) GROUND - MOUNTED AREA (SFT) PANEL SIGN, MOUNTED ON 0.080" REINFORCED ANCHORREINFORCED ANCHOR " - 12 GA. (TYPE 1)41" x 24122" x 2" - 12 GA. (TYPE 2) SQUARE 1 FT. POST LENGTH FT. TYPE "A"TYPE "B" FT. U CHANNEL 11-02 MJM MJM JSB JSB CITY OF CARMEL 116 02-10-2011 * Decorative Street Sign Assembly "PR-A" Rt.30+34,DSS-A 48 x 10 3.33 * DSS-A 48 x10 3.33 Rt.31+00,R1-1 30 x30 6.25 10 10 Rt.41+40, SignExisting 13.5 13.5 Rt.43+34, (Mod.)R3-D 36 x36 9.00 10.5 10.5 Lt.44+37,R2-1 24 x30 5.00 9.7 9.7 Rt.46+50, SignExisting 10.5 10.5 Rt.46+61, SignExisting 10.5 10.5 Rt.50+00,R2-1 24 x30 5.00 10.5 10.5 Lt.49+26, (Mod.)R3-8 36 x36 9.00 10.5 10.5 Lt.51+22,W2-6 30 x30 6.25 13.7 13.7 W13-1 24 x30 5.00 W16-8 42 x9 2.63 W16-8 42 x9 2.63 Lt.54+87,R1-1 30 x30 6.25 10 10 Lt.55+62,DSS-B 61x10 4.24 * DSS-B 48 x10 3.33 Rt.57+54,R2-1 24 x30 5.00 10.5 10.5 Rt.67+83, SignExisting 13.5 13.5 Rt.68+92, (Mod.)R3-8 36 x36 9.00 11 11 Lt.70+38,R2-1 24 x30 5.00 10.5 10.5 "A" Lt.143+84, (Mod.)R3-8 36 x36 9.00 11 11 Lt.146+48, SignExisting 13.5 13.5 Rt.153+76,R2-1 24 x30 5.00 10.5 10.5 Lt.157+30,R2-1 24 x30 5.00 10.5 10.5 Rt.159+20,DSS-C 68 x10 4.72 * DSS-C 48 x10 3.33 Rt.159+67,R1-1 30 x30 6.25 10 10 Rt.162+30,W9-2 30 x30 6.25 10.5 10.5 Lt.165+98,W6-1 36 x36 9.00 10.2 10.2 66.25 63.58 8.96 231.1 sbalog 8:44:27 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.SN.01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J MISCELLANEOUS QUANTITIES TABLE HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE 46MJM JSB MJM JSB LINE "PR-A"11-02 CITY OF CARMEL 116 02-10-2011 25+84 27+79 34+46 36+55 37+47 42+73 54+93 60+32 61+88 64+37 X X X X X X X X X X RT RT RT RT RT RT RT RT RT RT 24+50 X X X X X X X X X X X X "PR-A" "A" "PR-A" X "A" X X "A" TOTAL e DrivAfter e DrivBefore e DrivBefore e DrivAfter e DrivAfter e DrivBefore e DrivBefore e DrivBefore e DrivBefore e DrivBefore Station From Station To L o c a t i o n L e f t M e d i a n R i g h t D i t c h e sfo r R i p r a p Tons G e o t e x t i l e s Syd Syd D i t c h S i d e P a v e d F o r D i t c h e s F o r Syd M e d i a n F o r SoddingRiprap SEEDING & SODDING SUMMARY TABLE Syd Syd S t r i p U t i l i t y F o r S o d d i n g P o i n t B r e a k Syd MAILBOX APPROACHES LT/RT Location Station Box Line "PR-A" Description (Ft) Width Required Assembly Mailbox Single Double 26+23 293 27+63 30+21 429 32+10 33+18 111 34+61 40+49 41+90 43+25 225 49+35 51+25 X52+67 53+78 X55+67 61+27 X62+68 68+39 324 119 966 988 X X 145+82 153+59 160+77 163+35 152+17 158+99 161+94 166+00 930 127 457 71+45 64+67 62+14 60+63 55+21 49+35 46+51 45+13 42+62 37+36 36+80 34+73 31+08 28+06 25+69 23+75 X X X X X X X X X X X72+74 71+37 64+52 62+00 60+46 55+07 47+16 45+91 45+05 42+48 37+22 36+65 34+58 30+25 27+88 25+50 78 447 155 88 347 368 41 79 162 337 24 124 228 140 142 115 160+99 166+00 391 "PR-A" X 71+79 55+66 50+50 23+75 X X X72+40 71+40 54+84 41+29 61 178 332 1170 1018 1100 152+15 166+00 1035 7087 6042 sbalog 8:44:29 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.MT.01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE SUMMARY OF QUANTITIES AND APPROACH TABLE SUMMARY OF QUANTITIES AND APPROACH TABLE (STATION) LOCATION CLASS) TYPE OR (APPROACH DESCRIPTION WIDTH "W" ft. LENGTH "L" ft.ft. R / W L I N E B E Y O N D D I S T A N C E RADII "R" ft.% 1 SHOWN) 10% NOT (LESS THAN GRADE 2 % EXCAVATION CYS. CUT FILL TONS MAINLINE SURFACE TONS INTERMD. FOR ROADS MATERIAL HMA FOR ASPHALT TONS C O A T S E A L TONS C O A T T A C K TONS C O A T P R I M E TONS TONS TONS in. SFT. in.in. SFT.CYS. in. S U B B A S E SYS F O R D R I V E S P A V E M E N T C E M E N T C O N C . in. SFT. in. SFT. Q C / Q A - P C C P P C C P R/W LINE SURFACE BEYOND A S P H A L T C O N C R E T E REMARKS MAINLINE sbalog 8:44:31 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.AP01.dgn 47 11-02 MJM MJM JSB JSB CITY OF CARMEL TYPE A 165#/SYS TYPE A 275#/SYS MAINLINE SURFACE TYPE C 165#/SYS INTERMD. TYPE C MAINLINE 275#/SYS BASE TYPE C MAINLINE 385#/SYS INTERMD. OG19 mm MAINLINE 250#/SYS BASE TYPE C MAINLINE 330#/SYS 5 in.6 in. TONS TONSTONSTONSTONSTONSTONSTONS NO. 53 BASE AGGREGATE FOR COMPACTED SURFACE FOR AGGREGATE COMPACTED N o . 7 3 C O M P . A G G ., T Y P E "A " A P P R O A C H E S H M A F O R 440#/SYS 8 in. 116 02-10-2011 25+87 Rt 27+97 Rt 30+52 Rt Street Approach 30+81 Rt Street Approach 34+66 Rt Residential Driveway Residential Driveway Residential Driveway 10 / 10 10 / 10 10 / 10 40 / 7.5 7.5 / 40 12 16 12 13 12 12 13 12 159+43 Rt Residential Driveway 10 / 10 Residential Driveway 10 / 10 Residential Driveway 10 / 10 Residential Driveway 10 / 10 Residential Driveway 10 / 10 Residential Driveway 10 / 10 Residential Driveway 10 / 10 Street Approach Street Approach Street Approach 27 24 40 / 40 39 86 86 49 42 26 12 36 39 39 40 26 12 24 71 41 TOTALS: 38 0.1 0.1 0.1 36+73 Rt 37+29 Rt 42+55 Rt 40 / 7 55+14 Rt 55+41 Lt 7/ 40 60+38 Rt 62+07 Rt 64+60 Rt 14.7 14.6 18.5 Mainline 0.1 0.1 Line "PR-A" & "A" 55+04 Lt 40 43 44 44 27 32 44 4 981 2,9751,949 4,634 6,485 5,719 5,124191 981 2,9751,949 4,634 6,485 5,719 5,124 37 38 3,265 8 3,265 88 88 53 64 88 389 17 23 13 53 4 62 76 41 38 38 42 41 488 30 No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE UNDERDRAIN TABLE U N D E R D R A I N P I P E L I M I T S TYPE 4 PIPE 4 I N . 6 I N . FT.SYS.CYS.TON S P E C I A L G R A D E (%)(Y/N) UNDERDRAIN PIPE REMARKS U N D E R D R A I N S G E O T E X T I L E S F O R U N D E R D R A I N S A G G R E G A T E F O R U N D E R D R A I N S H M A F O R U N D E R D R A I N P I P E L I M I T F L O W L I N E E L E V A T I O N @ R E Q U I R E D O U T L E T P I P E _ _ _ _ _ P I P E T O S T R U C T U R E N O . C O N N E C T U N D E R D R A I N E L E V A T I O N S T R U C T U R E I N V E R T FT. 48 11-02 UNDERDRAIN TABLE MJM MJM JSB JSB CITY OF CARMEL UNDERDRAIN TABLE U N D E R D R A I N P I P E L I M I T S TYPE 4 PIPE 4 I N . 6 I N . FT.SYS.CYS.TON S P E C I A L G R A D E (%)(Y/N) UNDERDRAIN PIPE REMARKS U N D E R D R A I N S G E O T E X T I L E S F O R U N D E R D R A I N S A G G R E G A T E F O R U N D E R D R A I N S H M A F O R U N D E R D R A I N P I P E L I M I T F L O W L I N E E L E V A T I O N @ R E Q U I R E D O U T L E T P I P E _ _ _ _ _ P I P E T O S T R U C T U R E N O . C O N N E C T U N D E R D R A I N E L E V A T I O N S T R U C T U R E I N V E R T FT. 116 02-10-2011 L i n e "P R - A " - L e f t L i n e "P R - A " - L e f t L i n e "A " - L e f t 24+50 50 53 5 901.60 N 25+00 901.85 N 25+00 150 159 14 901.85 N 201 901.55 26+50 902.60 N 26+50 180 190 17 902.60 N 204 901.80 28+30 903.50 N 28+30 170 180 16 903.50 N 208 902.65 30+00 904.35 N 30+00 200 212 18 904.35 N 212 903.50 32+00 905.16 N 32+00 100 106 9 905.16 N 33+00 904.85 N 216 903.80 33+00 81 86 8 904.85 N 33+81 904.57 N 219 904.00 33+86 114 121 11 904.57 N 222 903.80 35+00 905.10 N 35+00 250 264 23 905.10 N 225 904.60 37+50 906.97 N 37+50 262 277 24 906.97 N 228 906.50 40+12 908.61 N 40+12 113 120 11 908.61 N 41+25 908.13 N 231 907.85 41+25 60 64 6 908.13 N 41+85 907.96 N 233 907.75 41+90 135 143 13 907.95 N 236 907.65 43+25 908.65 N 49+35 65 69 6 909.12 N 50+00 908.70 N 245 908.10 50+00 200 212 18 908.70 N 52+00 907.40 N 248 906.85 52+00 48 51 5 0.2 907.40 N 248 906.85 52+48 907.50 N 52+48 127 135 12 907.09 N 53+75 906.26 N 251 905.70 53+75 75 80 7 906.26 N 54+50 906.01 N 254 905.40 54+55 145 154 14 906.01 N 256 905.50 56+00 906.68 N 56+00 150 159 14 906.68 N 259 905.75 57+50 907.58 N 57+50 157 166 15 907.58 N 262 906.55 59+07 908.27 N 59+07 271 287 25 908.27 N 61+78 907.21 N 264 907.15 61+83 67 71 7 907.21 N 267 907.10 62+50 907.42 N 62+50 175 185 16 907.42 N 270 907.35 64+25 908.87 N 64+25 194 205 18 908.87 N 273 908.30 66+19 910.08 N 66+19 181 192 17 910.08 N 68+00 909.23 N 276 908.75 68+00 75 80 7 909.23 N 68+75 908.78 N 144+50 100 106 9 908.66 N 145+50 908.16 N 294 907.60 145+50 98 104 9 908.16 N 146+48 907.84 N 297 907.30 146+53 42 45 4 0.2 907.84 N 300 907.20 146+95 907.93 N 147+00 50 53 5 0.2 908.26 N 147+50 908.16 N 304 907.60 147+50 175 185 16 908.16 N 304 907.60 149+25 909.03 N 149+25 175 185 16 909.03 N 308 908.50 151+00 909.91 N 151+00 175 185 16 909.91 N 313 909.35 152+75 910.78 N 152+75 175 185 16 910.78 N 317 910.25 154+50 911.66 N 154+50 200 212 18 911.66 N 321 911.10 156+50 912.66 N sbalog 8:44:33 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.UD.01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE UNDERDRAIN TABLE U N D E R D R A I N P I P E L I M I T S TYPE 4 PIPE 4 I N . 6 I N . FT.SYS.CYS.TON S P E C I A L G R A D E (%)(Y/N) UNDERDRAIN PIPE REMARKS U N D E R D R A I N S G E O T E X T I L E S F O R U N D E R D R A I N S A G G R E G A T E F O R U N D E R D R A I N S H M A F O R U N D E R D R A I N P I P E L I M I T F L O W L I N E E L E V A T I O N @ R E Q U I R E D O U T L E T P I P E _ _ _ _ _ P I P E T O S T R U C T U R E N O . C O N N E C T U N D E R D R A I N E L E V A T I O N S T R U C T U R E I N V E R T FT. 49 11-02 UNDERDRAIN TABLE MJM MJM JSB JSB CITY OF CARMEL UNDERDRAIN TABLE U N D E R D R A I N P I P E L I M I T S TYPE 4 PIPE 4 I N . 6 I N . FT.SYS.CYS.TON S P E C I A L G R A D E (%)(Y/N) UNDERDRAIN PIPE REMARKS U N D E R D R A I N S G E O T E X T I L E S F O R U N D E R D R A I N S A G G R E G A T E F O R U N D E R D R A I N S H M A F O R U N D E R D R A I N P I P E L I M I T F L O W L I N E E L E V A T I O N @ R E Q U I R E D O U T L E T P I P E _ _ _ _ _ P I P E T O S T R U C T U R E N O . C O N N E C T U N D E R D R A I N E L E V A T I O N S T R U C T U R E I N V E R T FT. 116 02-10-2011 L i n e "A " - L e f t L i n e "P R - A " - R i g h t 156+50 163 173 15 912.66 N 158+13 913.25 N 158+13 187 198 17 913.25 N 160+00 912.71 N 329 912.50 160+00 125 132 12 912.71 N 161+25 912.37 N 332 912.35 161+30 120 127 11 912.37 N 334 912.05 162+50 912.81 N 162+50 170 180 16 912.81 N 337 912.50 164+20 913.86 N 164+20 7 8 1 913.86 N 340 913.25 164+27 913.90 N 164+32 168 178 16 913.94 N 405 913.37 166+00 914.98 N 24+50 50 53 5 901.60 N 25+00 901.85 N 25+00 150 159 14 901.85 N 200 901.80 26+50 902.60 N 26+50 180 190 17 902.60 N 203 902.05 28+30 903.50 N 28+30 170 180 16 903.50 N 207 902.95 30+00 904.35 N 30+00 200 212 18 904.35 N 211 903.80 32+00 905.16 N 32+00 100 106 9 905.16 N 33+00 904.85 N 215 904.10 33+00 81 86 8 904.85 N 33+81 904.57 N 218 904.00 33+86 114 121 11 904.57 N 221 903.50 35+00 905.10 N 35+00 250 264 23 905.10 N 224 904.30 37+50 906.97 N 37+50 262 277 24 906.97 N 227 906.20 40+12 908.61 N 40+12 113 120 11 908.61 N 41+25 908.13 N 230 907.55 41+25 60 64 6 908.13 N 41+85 907.96 N 232 907.50 41+90 135 143 13 907.95 N 235 907.40 43+25 908.65 N 49+35 65 69 6 909.12 N 50+00 908.70 N 244 907.80 50+00 200 212 18 908.70 N 52+00 907.40 N 247 906.55 52+00 46 49 5 0.2 907.40 N 247 906.55 52+46 907.49 N 52+46 129 137 12 907.10 N 53+75 906.26 N 250 905.40 53+75 75 80 7 906.26 N 54+50 906.01 N 253 905.10 sbalog 8:44:35 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.UD.02.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE UNDERDRAIN TABLE U N D E R D R A I N P I P E L I M I T S TYPE 4 PIPE 4 I N . 6 I N . FT.SYS.CYS.TON S P E C I A L G R A D E (%)(Y/N) UNDERDRAIN PIPE REMARKS U N D E R D R A I N S G E O T E X T I L E S F O R U N D E R D R A I N S A G G R E G A T E F O R U N D E R D R A I N S H M A F O R U N D E R D R A I N P I P E L I M I T F L O W L I N E E L E V A T I O N @ R E Q U I R E D O U T L E T P I P E _ _ _ _ _ P I P E T O S T R U C T U R E N O . C O N N E C T U N D E R D R A I N E L E V A T I O N S T R U C T U R E I N V E R T FT. 50 11-02 UNDERDRAIN TABLE MJM MJM JSB JSB CITY OF CARMEL UNDERDRAIN TABLE U N D E R D R A I N P I P E L I M I T S TYPE 4 PIPE 4 I N . 6 I N . FT.SYS.CYS.TON S P E C I A L G R A D E (%)(Y/N) UNDERDRAIN PIPE REMARKS U N D E R D R A I N S G E O T E X T I L E S F O R U N D E R D R A I N S A G G R E G A T E F O R U N D E R D R A I N S H M A F O R U N D E R D R A I N P I P E L I M I T F L O W L I N E E L E V A T I O N @ R E Q U I R E D O U T L E T P I P E _ _ _ _ _ P I P E T O S T R U C T U R E N O . C O N N E C T U N D E R D R A I N E L E V A T I O N S T R U C T U R E I N V E R T FT. 116 02-10-2011 L i n e "P R - A " - R i g h t L i n e "A " - R i g h t L i n e "A " - R i g h t 54+55 145 154 14 906.01 N 255 905.50 56+00 906.68 N 56+00 150 159 14 906.68 N 258 905.55 57+50 907.58 N 57+50 157 166 15 907.58 N 261 906.30 59+07 908.27 N 59+07 271 287 25 908.27 N 61+78 907.21 N 263 907.15 61+83 67 71 7 907.21 N 266 906.90 62+50 907.42 N 62+50 175 185 16 907.42 N 269 907.10 64+25 908.87 N 64+25 194 205 18 908.87 N 272 908.05 66+19 910.08 N 66+19 181 192 17 910.08 N 68+00 909.23 N 275 908.45 68+00 75 80 7 909.23 N 68+75 908.78 N 144+50 100 106 9 908.66 N 145+50 908.16 N 293 907.30 145+50 98 104 9 908.16 N 146+48 907.84 N 296 907.20 146+53 48 51 5 907.84 N 299 906.90 147+01 907.93 N 147+07 43 46 4 0.2 908.24 N 147+50 908.16 N 303 907.40 147+50 175 185 16 908.16 N 303 907.40 149+25 909.03 N 149+25 175 185 16 909.03 N 307 908.50 151+00 909.91 N 151+00 175 185 16 909.91 N 312 909.35 152+75 910.78 N 152+75 175 185 16 910.78 N 316 910.25 154+50 911.66 N 154+50 200 212 18 911.66 N 320 911.10 156+50 912.66 N 156+50 163 173 15 912.66 N 324 912.10 158+13 913.25 N 158+13 187 198 17 913.25 N 160+00 912.71 N 328 912.70 160+00 125 132 12 912.71 N 161+25 912.37 N 331 912.35 161+30 120 127 11 912.37 N 333 912.30 162+50 912.81 N 162+50 170 180 16 912.81 N 336 912.70 164+20 913.86 N 164+20 7 8 1 913.86 N 339 913.45 164+27 913.90 N 164+32 168 178 16 913.94 N 405 913.37 166+00 914.98 N 11849 12553 1106 Totals sbalog 8:44:37 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.UD.03.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J STRUCTURE DATA TABLE HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE STRUCTURE DATA TABLE STRUCTURE DATA N U M B E R S T R U C T U R E L E F T R I G H T C R O S S LOCATION SIZE in. P I P E T Y P E STRUCTURE SPECIALTY CATCH BASIN, OR MANHOLE, INLET, ft. L E N G T H S K E W ft. C O V E R ELEV. STREAM UP ELEV. STREAM DOWN FLOW LINE YR. L I F E S E R V I C E D E S I G N A T I O N S I T E p H M E T H O D B A C K F I L L CYS.TON CYS. S T R U C T U R E S C L A S S A , F O R C O N C R E T E , EACH S E C T I O N P I P E E N D TYPE EACH SECTION BOX END GRATED SLOPE SLOPE EACH SECTION END METAL SAFETY S T R . N O . C O N N E C T T O REMARKS SYS. G E O T E X T I L E S STATION CYS. O F F S E T FT B A C K F I L L S T R U C T U R E T Y P E T Y P E T Y P E R I P R A P TYPE B A C K F I L L F L O W A B L E I N S P E C T I O N V I D E O DESCRIPTION 51 LFT. 11-02 MJM MJM JSB JSB CITY OF CARMEL 116 02-10-2011 "PR-A"Line 200 25+00 x 12 RCP M-10Inlet 67 2.1 901.80 901.60 75 N 7.0 1 21 1 67 201 201 25+00 x 12 RCP K-10 BasinCatch 2 2.3 901.55 901.50 75 N 7.0 1 1 1 2 202 202 25+00 x 40 15 RCP C-4Manhole 146 2.5 901.40 900.96 75 N 7.0 1 69 1 146 205 203 26+50 x 12 RCP J-10Inlet 67 2.6 902.05 901.85 75 N 7.0 1 25 1 67 204 204 26+50 x 12 RCP K-10 BasinCatch 2 2.8 901.80 901.75 75 N 7.0 1 1 1 2 205 205 26+50 x 40 15 RCP C-4Manhole 176 3.7 900.90 900.37 75 N 7.0 1 116 1 176 209 206 26+50 x 59 12 RCP E-7 BasinCatch 16 1.1 901.80 901.70 75 N 7.0 1 5 1 16 205 207 28+30 x 12 RCP J-10Inlet 67 2.6 902.95 902.75 75 N 7.0 1 25 1 67 208 208 28+30 x 12 RCP K-10 BasinCatch 2 2.9 902.65 902.60 75 N 7.0 1 1 1 2 209 209 28+30 x 40 18 RCP C-4Manhole 33 0.6 900.35 900.25 75 N 7.0 1 17 1 33 210 210 28+57 x 66 15 RCP C-7Manhole 8 0.9 900.25 900.00 75 N 7.0 1 4 1 8 410 Structure Existing toConnect 410 28+37 x InletExisting 211 30+00 x 12 RCP J-10Inlet 67 2.6 903.80 903.60 75 N 7.0 1 25 1 67 212 212 30+00 x 12 RCP K-10 BasinCatch 2 2.9 903.50 903.45 75 N 7.0 1 1 1 2 213 213 30+00 x 40 12 RCP C-4Manhole 166 3.3 903.35 902.52 75 N 7.0 1 73 1 166 209 375 32+80 x 72 12 RCP E-7 BasinCatch 5 1.0 900.05 900.00 75 N 7.0 1 2 1 5 214 214 32+85 x 78 12 RCP C-4Manhole 8 2.2 900.00 899.99 75 N 7.0 1 5 1 8 Structure Existing toConnect 601 33+00 x 54 12 RCP E-7 BasinCatch 21 1.0 904.30 904.20 75 N 7.0 1 6 1 21 215 215 33+00 x 12 RCP M-10Inlet 67 2.8 904.10 903.90 75 N 7.0 1 27 1 67 216 216 33+00 x 12 RCP K-10 BasinCatch 2 3.1 903.80 903.75 75 N 7.0 1 1 1 2 217 217 33+00 x 40 12 RCP C-4Manhole 37 1.1 901.21 901.10 75 N 7.0 1 18 1 37 214 218 33+81 x 12 RCP M-10Inlet 1 2.6 904.00 903.95 75 N 7.0 1 1 1 1 221 219 33+81 x 12 RCP M-10Inlet 1 2.6 904.00 903.95 75 N 7.0 1 1 1 1 222 220 33+86 x 41 18 RCP C-4Manhole 67 1.7 903.30 903.00 75 N 7.0 1 30 1 67 1 221 33+86 x 12 RCP K-10 BasinCatch 3 2.1 903.50 903.45 75 N 7.0 1 2 1 3 220 222 33+86 x 12 RCP M-10Inlet 67 2.8 903.80 903.60 75 N 7.0 1 27 1 67 221 223 35+00 x 40 15 RCP C-4Manhole 111 1.7 904.15 903.59 75 N 7.0 1 42 1 111 220 224 35+00 x 12 RCP K-10 BasinCatch 2 2.8 904.30 904.25 75 N 7.0 1 1 1 2 223 225 35+00 x 12 RCP J-10Inlet 67 2.5 904.60 904.40 75 N 7.0 1 25 1 67 224 226 37+50 x 40 12 RCP C-4Manhole 246 2.8 906.05 904.55 75 N 7.0 1 101 1 246 223 227 37+50 x 12 RCP K-10 BasinCatch 2 2.8 906.20 906.15 75 N 7.0 1 1 1 2 226 sbalog 8:44:40 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.SD.01.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J STRUCTURE DATA TABLE HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE STRUCTURE DATA TABLE STRUCTURE DATA N U M B E R S T R U C T U R E L E F T R I G H T C R O S S LOCATION SIZE in. P I P E T Y P E STRUCTURE SPECIALTY CATCH BASIN, OR MANHOLE, INLET, ft. L E N G T H S K E W ft. C O V E R ELEV. STREAM UP ELEV. STREAM DOWN FLOW LINE YR. L I F E S E R V I C E D E S I G N A T I O N S I T E p H M E T H O D B A C K F I L L CYS.TON CYS. S T R U C T U R E S C L A S S A , F O R C O N C R E T E , EACH S E C T I O N P I P E E N D TYPE EACH SECTION BOX END GRATED SLOPE SLOPE EACH SECTION END METAL SAFETY S T R . N O . C O N N E C T T O REMARKS SYS. G E O T E X T I L E S STATION CYS. O F F S E T FT B A C K F I L L S T R U C T U R E T Y P E T Y P E T Y P E R I P R A P TYPE B A C K F I L L F L O W A B L E I N S P E C T I O N V I D E O DESCRIPTION 52 LFT. 11-02 MJM MJM JSB JSB CITY OF CARMEL 116 02-10-2011 "PR-A"Line 228 37+50 x 12 RCP J-10Inlet 67 2.5 906.50 906.30 75 N 7.0 1 24 1 67 227 229 41+25 x 40 12 RCP C-4Manhole 61 3.3 907.42 907.24 75 N 7.0 1 28 1 61 234 230 41+25 x 12 RCP K-10 BasinCatch 2 2.7 907.55 907.50 75 N 7.0 1 1 1 2 229 231 41+25 x 12 RCP M-10Inlet 67 2.4 907.85 907.65 75 N 7.0 1 23 1 67 230 232 41+85 x 12 RCP M-10Inlet 1 2.5 907.50 907.45 75 N 7.0 1 1 1 1 235 233 41+85 x 12 RCP M-10Inlet 1 2.3 907.75 907.70 75 N 7.0 1 1 1 1 236 234 41+90 x 40 15 RCP C-4Manhole 186 3.2 907.24 906.68 75 N 7.0 1 110 1 186 237 235 41+90 x 12 RCP K-10 BasinCatch 2 2.6 907.40 907.35 75 N 7.0 1 1 1 2 234 236 41+90 x 12 RCP M-10Inlet 67 2.4 907.65 907.45 75 N 7.0 1 23 1 67 235 237 43+80 x 40 ManholeExisting Structure Existing DrillCore 243 50+00 x 40 ManholeExisting Structure Existing DrillCore 244 50+00 x 12 RCP K-10 BasinCatch 2 2.9 907.80 907.75 75 N 7.0 1 1 1 2 243 245 50+00 x 12 RCP J-10Inlet 67 2.6 908.10 907.90 75 N 7.0 1 26 1 67 244 246 52+00 x 40 ManholeExisting Structure Existing DrillCore 247 52+00 x 12 RCP K-10 BasinCatch 2 2.9 906.55 906.50 75 N 7.0 1 1 1 2 246 248 52+00 x 12 RCP J-10Inlet 67 2.6 906.85 906.65 75 N 7.0 1 25 1 67 247 402 52+47 x 12 RCP CulvertPipe 116 0.4 908.00 906.52 75 N 7.0 1 21 1 116 2 249 53+75 x 40 ManholeExisting Structure Existing DrillCore 250 53+75 x 12 RCP K-10 BasinCatch 2 2.9 905.40 905.35 75 N 7.0 1 1 1 2 249 251 53+75 x 12 RCP J-10Inlet 67 2.6 905.70 905.50 75 N 7.0 1 25 1 67 250 252 54+50 x 40 12 RCP C-4Manhole 71 3.8 904.95 904.62 75 N 7.0 1 38 1 71 249 253 54+50 x 12 RCP K-10 BasinCatch 2 2.9 905.10 905.05 75 N 7.0 1 1 1 2 252 254 54+50 x 12 RCP M-10Inlet 67 2.6 905.40 905.20 75 N 7.0 1 26 1 67 253 255 54+55 x 12 RCP M-10Inlet 1 2.5 905.50 905.40 75 N 7.0 1 1 1 1 253 256 54+55 x 12 RCP M-10Inlet 1 2.5 905.50 905.40 75 N 7.0 1 1 1 1 254 411 54+97 x InletExisting Grade to CastingAdjust 412 55+55 x InletExisting Grade to CastingAdjust 620 55+58 x 71 15 RCP C-4Manhole 4 4.7 903.55 903.50 75 N 7.0 1 3 1 4 Structure Existing toConnect 257 56+00 x 41 15 RCP C-4Manhole 47 3.3 905.15 904.90 75 N 7.0 1 26 1 47 620 258 56+00 x 12 RCP K-10 BasinCatch 3 3.2 905.55 905.50 75 N 7.0 1 2 1 3 257 259 56+00 x 12 RCP J-10Inlet 67 3.0 905.75 905.55 75 N 7.0 1 28 1 67 258 sbalog 8:44:42 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.SD.02.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J STRUCTURE DATA TABLE HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE STRUCTURE DATA TABLE STRUCTURE DATA N U M B E R S T R U C T U R E L E F T R I G H T C R O S S LOCATION SIZE in. P I P E T Y P E STRUCTURE SPECIALTY CATCH BASIN, OR MANHOLE, INLET, ft. L E N G T H S K E W ft. C O V E R ELEV. STREAM UP ELEV. STREAM DOWN FLOW LINE YR. L I F E S E R V I C E D E S I G N A T I O N S I T E p H M E T H O D B A C K F I L L CYS.TON CYS. S T R U C T U R E S C L A S S A , F O R C O N C R E T E , EACH S E C T I O N P I P E E N D TYPE EACH SECTION BOX END GRATED SLOPE SLOPE EACH SECTION END METAL SAFETY S T R . N O . C O N N E C T T O REMARKS SYS. G E O T E X T I L E S STATION CYS. O F F S E T FT B A C K F I L L S T R U C T U R E T Y P E T Y P E T Y P E R I P R A P TYPE B A C K F I L L F L O W A B L E I N S P E C T I O N V I D E O DESCRIPTION 53 LFT. 11-02 MJM MJM JSB JSB CITY OF CARMEL 116 02-10-2011 "PR-A"Line 260 57+50 x 40 12 RCP C-4Manhole 146 4.0 906.15 905.40 75 N 7.0 1 79 1 146 257 261 57+50 x 12 RCP K-10 BasinCatch 2 3.3 906.30 906.25 75 N 7.0 1 1 1 2 260 262 57+50 x 12 RCP J-10Inlet 67 3.1 906.55 906.35 75 N 7.0 1 29 1 67 261 263 61+78 x 12 RCP M-10Inlet 1 2.1 907.15 907.10 75 N 7.0 1 1 1 1 266 264 61+78 x 12 RCP M-10Inlet 1 2.1 907.15 907.10 75 N 7.0 1 1 1 1 267 602 61+83 x 57 Inlet ExistingRelocate 265 61+83 x 40 18 RCP C-4Manhole 63 2.1 906.85 906.77 75 N 7.0 1 27 1 63 268 266 61+83 x 15 RCP K-10 BasinCatch 2 2.1 906.90 906.85 75 N 7.0 1 1 1 2 265 267 61+83 x 15 RCP M-10Inlet 67 1.9 907.10 906.90 75 N 7.0 1 23 1 67 266 268 62+50 x 40 24 RCP C-4Manhole 171 2.0 906.76 906.42 75 N 7.0 1 103 1 171 271 269 62+50 x 12 RCP K-10 BasinCatch 2 2.4 907.10 907.05 75 N 7.0 1 1 1 2 268 270 62+50 x 12 RCP M-10Inlet 67 2.1 907.35 907.15 75 N 7.0 1 21 1 67 269 271 64+25 x 40 24 RCP C-4Manhole 371 3.7 906.42 905.86 75 N 7.0 1 309 1 371 274 272 64+25 x 12 RCP K-10 BasinCatch 2 2.9 908.05 908.00 75 N 7.0 1 1 1 2 271 273 64+25 x 12 RCP J-10Inlet 67 2.6 908.30 908.10 75 N 7.0 1 25 1 67 272 274 68+00 x 40 24 RCP C-4Manhole 96 4.7 905.86 905.71 75 N 7.0 1 89 1 96 277 275 68+00 x 12 RCP K-10 BasinCatch 2 2.9 908.45 908.40 75 N 7.0 1 1 1 2 274 276 68+00 x 12 RCP J-10Inlet 67 2.6 908.75 908.55 75 N 7.0 1 25 1 67 275 413 68+33 x 61 Inlet ExistingRelocate 277 69+00 x 40 ManholeExisting Structure Existing DrillCore "A"Line 292 145+50 x 40 ManholeExisting Structure Existing DrillCore 293 145+50 x 12 RCP K-10 BasinCatch 2 2.9 907.30 907.25 75 N 7.0 1 1 1 2 292 294 145+50 x 12 RCP J-10Inlet 67 2.6 907.60 907.40 75 N 7.0 1 25 1 67 293 296 146+48 x 12 RCP M-10Inlet 1 2.7 907.20 907.15 75 N 7.0 1 1 1 1 299 297 146+48 x 12 RCP M-10Inlet 1 2.6 907.30 907.25 75 N 7.0 1 1 1 1 300 298 146+53 x 40 18 RCP ManholeExisting 63 3.4 906.50 906.14 75 N 7.0 1 37 1 63 1 Structure Existing DrillCore 299 146+53 x 12 RCP K-10 BasinCatch 2 3.0 906.90 906.85 75 N 7.0 1 1 1 2 298 300 146+53 x 12 RCP M-10Inlet 67 2.7 907.20 907.00 75 N 7.0 1 26 1 67 299 622 146+53 x 12 RCP Section EndPipe 13 2.1 908.10 907.80 75 N 7.0 1 4 1 13 1 300 403 147+04 x 18 RCP CulvertPipe 146 1.0 907.58 906.97 75 N 7.0 1 37 1 146 2 sbalog 8:44:44 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.SD.03.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE STRUCTURE DATA TABLE STRUCTURE DATA N U M B E R S T R U C T U R E L E F T R I G H T C R O S S LOCATION SIZE in. P I P E T Y P E STRUCTURE SPECIALTY CATCH BASIN, OR MANHOLE, INLET, ft. L E N G T H S K E W ft. C O V E R ELEV. STREAM UP ELEV. STREAM DOWN FLOW LINE YR. L I F E S E R V I C E D E S I G N A T I O N S I T E p H M E T H O D B A C K F I L L CYS.TON CYS. S T R U C T U R E S C L A S S A , F O R C O N C R E T E , EACH S E C T I O N P I P E E N D TYPE EACH SECTION BOX END GRATED SLOPE SLOPE EACH SECTION END METAL SAFETY S T R . N O . C O N N E C T T O REMARKS SYS. G E O T E X T I L E S STATION CYS. O F F S E T FT B A C K F I L L S T R U C T U R E T Y P E T Y P E T Y P E R I P R A P TYPE B A C K F I L L F L O W A B L E I N S P E C T I O N V I D E O DESCRIPTION 54 LFT. 11-02 MJM MJM JSB JSB CITY OF CARMEL 116 02-10-2011 "A"Line 404 147+08 x 18 RCP CulvertPipe 146 1.0 907.58 906.97 75 N 7.0 1 37 1 146 2 302 147+50 x 40 15 RCP C-4Manhole 63 4.1 906.50 906.30 75 N 7.0 1 39 1 63 1 303 147+50 x 12 RCP K-10 BasinCatch 2 2.8 907.40 907.35 75 N 7.0 1 1 1 2 302 304 147+50 x 12 RCP M-10Inlet 67 2.6 907.60 907.40 75 N 7.0 1 25 1 67 303 623 147+50 x 12 RCP Section EndPipe 13 2.5 908.10 907.70 75 N 7.0 1 5 1 13 1 304 610 149+25 x 50 12 RCP E-7 BasinCatch 6 1.2 907.65 907.55 75 N 7.0 1 3 1 6 306 306 149+25 x 40 15 RCP C-4Manhole 171 4.0 907.45 906.60 75 N 7.0 1 102 1 171 302 307 149+25 x 12 RCP K-10 BasinCatch 2 2.6 908.50 908.45 75 N 7.0 1 1 1 2 306 308 149+25 x 12 RCP K-10 BasinCatch 2 2.6 908.50 908.45 75 N 7.0 1 1 1 2 309 309 149+25 x 40 12 RCP C-4Manhole 64 3.0 908.35 908.00 75 N 7.0 1 29 1 64 310 310 149+93 x 40 18 RCP C-4Manhole 80 4.7 906.50 905.77 75 N 7.0 1 65 1 80 414 414 149+93 x InletExisting Structure Existing DrillCore 311 151+00 x 40 15 RCP C-4Manhole 171 3.7 908.70 907.55 75 N 7.0 1 97 1 171 306 312 151+00 x 12 RCP K-10 BasinCatch 2 2.6 909.35 909.30 75 N 7.0 1 1 1 2 311 313 151+00 x 12 RCP K-10 BasinCatch 2 2.6 909.35 909.30 75 N 7.0 1 1 1 2 314 314 151+00 x 40 15 RCP C-4Manhole 103 3.2 908.70 908.20 75 N 7.0 1 51 1 103 310 605 152+36 x InletExisting Grade to CastingAdjust 315 152+75 x 40 15 RCP C-4Manhole 171 3.6 909.65 908.80 75 N 7.0 1 92 1 171 311 316 152+75 x 12 RCP K-10 BasinCatch 2 2.6 910.25 910.20 75 N 7.0 1 1 1 2 315 317 152+75 x 12 RCP K-10 BasinCatch 2 2.6 910.25 910.20 75 N 7.0 1 1 1 2 318 318 152+75 x 40 15 RCP C-4Manhole 171 3.2 909.65 908.80 75 N 7.0 1 86 1 171 314 319 154+50 x 40 12 RCP C-4Manhole 171 3.2 910.80 909.75 75 N 7.0 1 79 1 171 315 320 154+50 x 12 RCP K-10 BasinCatch 2 2.6 911.10 911.05 75 N 7.0 1 1 1 2 319 321 154+50 x 12 RCP K-10 BasinCatch 2 2.6 911.10 911.05 75 N 7.0 1 1 1 2 322 322 154+50 x 40 15 RCP C-4Manhole 171 2.9 910.80 909.75 75 N 7.0 1 82 1 171 318 323 156+50 x 40 12 RCP C-4Manhole 196 3.1 911.90 910.90 75 N 7.0 1 81 1 196 319 324 156+50 x 12 RCP K-10 BasinCatch 2 2.6 912.10 912.05 75 N 7.0 1 1 1 2 323 325 156+50 x 12 RCP K-10 BasinCatch 2 2.6 912.10 912.05 75 N 7.0 1 1 1 2 326 326 156+50 x 40 12 RCP C-4Manhole 196 3.1 911.90 910.90 75 N 7.0 1 81 1 196 322 328 160+00 x 12 RCP M-10Inlet 67 2.0 912.70 912.50 75 N 7.0 1 21 1 67 329 329 160+00 x 12 RCP K-10 BasinCatch 2 2.3 912.50 912.45 75 N 7.0 1 1 1 2 330 sbalog 8:44:47 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.SD.04.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J STRUCTURE DATA TABLE HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE STRUCTURE DATA TABLE STRUCTURE DATA N U M B E R S T R U C T U R E L E F T R I G H T C R O S S LOCATION SIZE in. P I P E T Y P E STRUCTURE SPECIALTY CATCH BASIN, OR MANHOLE, INLET, ft. L E N G T H S K E W ft. C O V E R ELEV. STREAM UP ELEV. STREAM DOWN FLOW LINE YR. L I F E S E R V I C E D E S I G N A T I O N S I T E p H M E T H O D B A C K F I L L CYS.TON CYS. S T R U C T U R E S C L A S S A , F O R C O N C R E T E , EACH S E C T I O N P I P E E N D TYPE EACH SECTION BOX END GRATED SLOPE SLOPE EACH SECTION END METAL SAFETY S T R . N O . C O N N E C T T O REMARKS SYS. G E O T E X T I L E S STATION CYS. O F F S E T FT B A C K F I L L S T R U C T U R E T Y P E T Y P E T Y P E R I P R A P TYPE B A C K F I L L F L O W A B L E I N S P E C T I O N V I D E O DESCRIPTION 55 LFT. 11-02 MJM MJM JSB JSB CITY OF CARMEL 116 02-10-2011 "A"Line 330 160+00 x 40 12 RCB C-4Manhole 126 2.9 912.45 911.80 75 N 7.0 1 49 1 126 701 331 161+25 x 12 RCP M-10Inlet 1 2.0 912.35 912.30 75 N 7.0 1 1 1 1 333 332 161+25 x 12 RCP M-10Inlet 1 2.0 912.35 912.30 75 N 7.0 1 1 1 1 334 333 161+30 x 12 RCP M-10Inlet 67 2.1 912.30 912.10 75 N 7.0 1 21 1 67 334 334 161+30 x 12 RCP K-10 BasinCatch 2 2.4 912.05 912.00 75 N 7.0 1 1 1 2 701 701 161+30 x 40 15 RCP C-4Manhole 431 4.8 909.65 907.50 75 N 7.0 2 431 1 431 702 702 161+30 x 475 15 RCP C-4Manhole 44 7.2 907.40 907.00 75 N 7.0 1 53 1 44 1 606 161+70 x 55 36 RCB J-4Manhole 104 4.1 908.64 908.33 75 N 7.0 1 128 1 104 607 607 161+70 x 55 J-4Manhole 336 162+50 x 12 RCP M-10Inlet 67 2.1 912.70 912.50 75 N 7.0 1 21 1 67 337 337 162+50 x 12 RCP K-10 BasinCatch 2 2.4 912.50 912.45 75 N 7.0 1 1 1 2 338 338 162+50 x 40 15 RCP C-4Manhole 116 2.3 912.45 912.10 75 N 7.0 1 46 1 116 701 339 164+20 x 12 RCP M-10Inlet 67 2.4 913.45 913.25 75 N 7.0 1 24 1 67 340 340 164+20 x 12 RCP K-10 BasinCatch 2 2.6 913.25 913.20 75 N 7.0 1 1 1 2 341 341 164+20 x 40 12 RCP C-4Manhole 166 2.7 913.20 912.70 75 N 7.0 1 64 1 166 338 405 164+30 x 2’ x5’RCB CulvertBox 117 1.0 913.37 912.39 75 N 7.0 1 71 2 117 621 141+95 x 12 RCP CulvertPipe 20 1.0 909.90 909.80 75 N 7.0 1 2 sbalog 8:44:50 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.SD.05.dgn No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:44:59 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 56CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 23 75 23+75.00 "PR-A" BEGIN INCIDENTAL CONSTRUCTION 24 00 24 50 9 0 3 .1 9 0 4 .5 24+50.00 "PR-A" BEGIN PROJECT 11-02 900 910 920 Ac = 13 Af = 9 Vc = 0 Vf = 0 900 910 920 Ac = 2 Af = 24 Vc = 7 Vf = 15 900 910 Ac = 13 Af = 79 Vc = 14 Vf = 95 Ex. R/W Ex. R/W 3:1 12:1 Ex. R/WEx. R/W 3:1 3:1 3:1 P .G . 9 0 5 .2 0 3:1 2%2%P .G . 9 0 5 .2 0 12:112:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:44:59 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 57CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 25 00 9 0 2 .6 9 0 4 .6 Str. No.200 201Str. No.202Str. No. 25 50 9 0 2 .6 9 0 4 .6 25 86.94 9 0 4 .3 9 0 4 .6 SHOWN FOR INFORMATION ONLY DRIVE CROSS SECTION 26 00 9 0 4 .7 9 0 4 .7 900 910 Ac = 12 Af = 89 Vc = 23 Vf = 156 900 910 Ac = 2 Af = 79 Vc = 13 Vf = 156 900 910 900 910 Ac = 2 Af = 85 Vc = 4 Vf = 152 3:1 P .G . 9 0 5 .4 5 3:1 R/W 2%2%P .G . 9 0 5 .4 5 Inv. = 901.80 Inv. = 901.60 Inv. = 901.55 Inv. = 901.50 Inv. = 901.40 12:112:1 3:1 P .G . 9 0 5 .7 0 3:1 R/W 2%2%P .G . 9 0 5 .7 0 12:112:1 W = 12’, L = 30’ Residential Drive Req’d. Rt. 6.00%2.00% P .G . 9 0 5 .9 1 R/W 2%2%P .G . 9 0 5 .8 5 12:1 3:1 P .G . 9 0 5 .9 5 3:1 904.40 R/W 2%2%P .G . 9 0 5 .9 5 12:1 3:1 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:00 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 58CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 26 50 9 0 3 .6 9 0 4 .8 203Str. No.Str. No.206 Str. No.205 204Str. No. 27 00 9 0 4 .3 9 0 4 .8 27 50 9 0 4 .1 9 0 4 .9 28 00 9 0 4 .1 9 0 5 .0 890 900 910 Ac = 1 Af = 136 Vc = 3 Vf = 205 900 910 Ac = 2 Af = 170 Vc = 3 Vf = 283 900 910 Ac = 0 Af = 209 Vc = 2 Vf = 351 900 910 Ac = 0 Af = 219 Vc = 0 Vf = 396 Inv. = 902.05 Inv. = 901.85 Inv. = 901.80 Inv. = 901.70 Inv. = 901.80 3:1 P .G . 9 0 6 .2 0 3:1 903.90 R/W 2%2%P .G . 9 0 6 .2 0 Inv. = 901.75 Inv. = 900.90 Inv. = 900.96 12:1 3:1 12:1 3:1 R/W P .G . 9 0 6 .4 5 3:1 904.15 R/W 2%2%P .G . 9 0 6 .4 5 12:1 3:1 12:1 3:1 R/W P .G . 9 0 6 .7 0 3:1 904.40 R/W 2%2%P .G . 9 0 6 .7 0 12:1 3:1 12:1 W = 16’, L = 39’ +97 Residential Drive Req’d. Rt. 6.00%2.00% 3:1 R/W P .G . 9 0 6 .9 5 R/W 2%2%P .G . 9 0 6 .9 5 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:00 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 59CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 28 30 9 0 4 .6 9 0 4 .9 207Str. No.Str. No.208 Str. No.209 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 28 37.05 9 0 4 .3 9 0 4 .9 Str. No.210 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 28 50 9 0 3 .8 9 0 4 .9 900 910 920 900 910 920 900 910 920 Ac = 1 Af = 309 Vc = 1 Vf = 489 Inv. = 902.95 Inv. = 900.35 Inv. = 900.37 Inv. = 902.65 Inv. = 902.75 3:1 R/W P .G . 9 0 7 .1 0 3:1 902.40 Ex. R/W 2%2%P .G . 9 0 7 .1 0 Inv. = 902.60 12:1 3:1 12:1 Inv.= 900.00Inv.= 900.25 3:1 R/W P .G . 9 0 7 .1 3 3:1 902.44 Ex. R/W 2%2%P .G . 9 0 7 .1 3 12:1 3:1 12:1 3:1 R/W P .G . 9 0 7 .2 0 3:1 902.50 Ex. R/W 2%2%P .G . 9 0 7 .2 0 12:1 3:1 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:01 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 60CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 29 00 9 0 3 .5 9 0 5 .0 29 50 9 0 4 .4 9 0 5 .1 30 00 9 0 4 .8 9 0 5 .1 Str. No.211 Str. No.212 Str. No.213 900 910 920 Ac = 1 Af = 315 Vc = 2 Vf = 578 900 910 920 Ac = 2 Af = 300 Vc = 3 Vf = 569 900 910 920 Ac = 2 Af = 277 Vc = 4 Vf = 534 3:1 R/W P .G . 9 0 7 .4 5 3:1 902.75 Ex. R/W 2%2%P .G . 9 0 7 .4 5 12:1 3:1 12:1 3:1 R/W P .G . 9 0 7 .7 0 3:1 903.00 Ex. R/W 2%2%P .G . 9 0 7 .7 0 12:1 3:1 12:1 Inv. = 903.80 Inv. = 903.50 Inv. = 903.45 Inv. = 903.35Inv. = 903.60 3:1 R/W P .G . 9 0 7 .9 5 3:1 903.25 Ex. R/W 2%2%P .G . 9 0 7 .9 5 3:1 12:112:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:01 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 61CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 30 50 9 0 4 .0 9 0 5 .0 30 80.91 9 0 3 .9 9 0 5 .1 SHOWN FOR INFORMATION ONLY DRIVE CROSS SECTION 31 00 9 0 4 .9 9 0 5 .1 31 50 9 0 4 .9 9 0 5 .3 900 910 Ac = 12 Af = 298 Vc = 13 Vf = 532 900 910 900 910 Ac = 5 Af = 278 Vc = 16 Vf = 533 900 910 920 Ac = 7 Af = 335 Vc = 11 Vf = 568 2.00% 6.00% +52 Street Approach Req’d. Rt. W = 14.7’, L = 86’ 3:1 R/W P .G . 9 0 8 .2 0 P .G . 9 0 8 .2 0 12:1 2.00% 6.00% W = 14.6’, L = 86’ Street Approach Req’d. Rt. 3:1 R/W P .G . 9 0 8 .3 5 P .G . 9 0 8 .3 5 12:1 3:1 R/W P .G . 9 0 8 .4 5 3:1 902.96 P .G . 9 0 8 .4 5 3: 1 12:1 3:1 R/W P .G . 9 0 8 .6 8 3:1 902.71 Ex. R/W 17:1 P .G . 9 0 8 .6 8 12:1 3:1 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:02 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 62CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 32 00 9 0 5 .6 9 0 5 .5 32 50 9 0 5 .1 9 0 5 .8 32 80 9 0 5 .2 9 0 6 .0 375Str. No. Inv.= 900.05 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 900 910 920 Ac = 8 Af = 325 Vc = 14 Vf = 611 900 910 920 Ac = 6 Af = 352 Vc = 13 Vf = 627 900 910 920 3:1 R/W P .G . 9 0 8 .7 6 3:1 902.46 Ex. R/W 17:1 P .G . 9 0 8 .7 6 3:1 12:112:1 3:1 R/W P .G . 9 0 8 .6 8 3:1 902.21 Ex. R/W 2%2%P .G . 9 0 8 .6 8 12:1 3:1 12:1 3:1 R/W P .G . 9 0 8 .5 5 3:1 902.06 Ex. R/W 2%2%P .G . 9 0 8 .5 5 12:1 3:1 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:03 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 63CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 32 84 9 0 5 .0 9 0 6 .0 214Str. No. SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 33 00 9 0 4 .0 9 0 6 .0 Str. No.216 Str. No.217215Str. No.Str. No.601 33 50 9 0 6 .2 9 0 6 .3 900 910 920 900 910 920 Ac = 10 Af = 300 Vc = 15 Vf = 604 900 910 920 Ac = 19 Af = 172 Vc = 27 Vf = 437 Inv. = 900.00 Inv. = 901.10 3:1 R/W P .G . 9 0 8 .5 3 3:1 902.04 Ex. R/W 2%2%P .G . 9 0 8 .5 3 12:1 3:1 12:1 Inv. = 901.21 3:1906.10 R/W P .G . 9 0 8 .4 5 3:1 902.36 Ex. R/W 2%2%P .G . 9 0 8 .4 5 Inv. = 903.80 Inv. = 903.75 Inv. = 903.90 Inv. = 904.30 Inv. = 904.20 Inv. = 904.10 12:1 3:1 12:13:1 3:1906.35 Ex. R/W P .G . 9 0 8 .2 2 3:1 903.36 Ex. R/W 2%2%P .G . 9 0 8 .2 2 12:1 3:1 12:13:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:03 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 64CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 33 81 9 0 6 .1 9 0 6 .4 Str. No.219Str. No.218 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 33 86 9 0 6 .2 9 0 6 .5 Str. No.220 Str. No.221 Str. No. 222 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 34 00 9 0 6 .6 9 0 6 .5 900 910 920 900 910 920 900 910 920 Ac = 20 Af = 127 Vc = 36 Vf = 277 Inv.= 904.00Inv.= 904.00 3:1906.50 Ex. R/W P .G . 9 0 8 .1 7 3:1 903.98 Ex. R/W 2%2%P .G . 9 0 8 .1 7 12:1 3:1 12:13:1 Inv. = 903.59 Inv. = 903.95 Inv. = 903.60 Inv. = 903.50 Inv. = 903.95Inv. = 903.80 Inv. = 903.45 3:1906.53 Ex. R/W P .G . 9 0 8 .1 7 3:1 904.08 Ex. R/W 2%2%P .G . 9 0 8 .1 7 12:1 3:1 12:13:1 Inv. = 903.30Inv. = 903.00 3:1906.60 Ex. R/W P .G . 9 0 8 .1 8 3:1 904.36 Ex. R/W 2%2%P .G . 9 0 8 .1 8 12:1 3:1 12:13:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:04 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 65CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 34 50 9 0 6 .4 9 0 6 .7 34 66.17 9 0 6 .5 9 0 6 .9 SHOWN FOR INFORMATION ONLY DRIVE CROSS SECTION 35 00 9 0 6 .7 9 0 7 .1 Str. No. Str. No.223 224 Str. No.225 900 910 920 Ac = 28 Af = 102 Vc = 44 Vf = 212 900 910 920 900 910 920 Ac = 19 Af = 112 Vc = 44 Vf = 198 3:1 906.85 Ex. R/W P .G . 9 0 8 .3 5 3:1 905.36 Ex. R/W 2%2%P .G . 9 0 8 .3 5 3: 1 12:13:1 12:1 W = 12’, L = 49’ Residential Drive Req’d. Rt. 2.00%6.00%3:1 906.93 Ex. R/W P .G . 9 0 8 .4 5 Ex. R/W 2%2%P .G . 9 0 8 .4 5 12:13:1 Inv. = 904.40 Inv. = 904.30 Inv. = 904.25 Inv. = 904.15 Inv. = 904.55 Inv. = 904.60 3:1 907.10 Ex. R/W P .G . 9 0 8 .7 0 3:1 R/W 2%2%P .G . 9 0 8 .7 0 12:112:13:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:04 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 66CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 35 50 9 0 6 .9 9 0 7 .5 36 00 9 0 7 .3 9 0 8 .1 36 50 9 0 7 .6 9 0 8 .4 900 910 920 Ac = 7 Af = 136 Vc = 24 Vf = 230 900 910 920 Ac = 3 Af = 140 Vc = 9 Vf = 256 900 910 920 Ac = 1 Af = 129 Vc = 4 Vf = 249 3:1907.35 Ex. R/W P .G . 9 0 9 .0 7 3:1 R/W 2%2%P .G . 9 0 9 .0 7 12:112:13:1 3:1907.60 Ex. R/W P .G . 9 0 9 .4 5 3:1 R/W 2%2%P .G . 9 0 9 .4 5 12:112:13:1 3:1907.85 Ex. R/W P .G . 9 0 9 .8 2 3:1 R/W 2%2%P .G . 9 0 9 .8 2 12:112:13:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:05 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 67CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 36 72.76 9 0 7 .9 9 0 8 .7 SHOWN FOR INFORMATION ONLY DRIVE CROSS SECTION 37 00 9 0 8 .3 9 0 9 .2 37 28.77 9 0 8 .7 9 0 9 .8 SHOWN FOR INFORMATION ONLY DRIVE CROSS SECTION 900 910 920 900 910 920 Ac = 4 Af = 97 Vc = 5 Vf = 209 900 910 920 2.00%2.00% 6.00% W = 13’, L = 42’ Residential Drive Req’d. Rt. 3:1908.08 Ex. R/W P .G . 9 0 9 .9 9 R/W 2%2%P .G . 9 0 9 .9 9 12:13:1 3:1908.35 Ex. R/W P .G . 9 1 0 .2 0 3:1 R/W 2%2%P .G . 9 1 0 .2 0 12:112:13:1 2.00% W = 12’, L = 26’ 2.00% Residential Drive Req’d. Rt. 6.00%3:1908.64 Ex. R/W P .G . 9 1 0 .4 1 R/W 2%2%P .G . 9 1 0 .4 1 12:13:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:05 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 68CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 37 50 9 0 9 .1 9 1 0 .2 Str. No.228Str. No. Str. No.226 227 38 00 9 1 0 .0 9 1 1 .2 900 910 920 Ac = 32 Af = 40 Vc = 33 Vf = 127 910 920 930 Ac = 62 Af = 29 Vc = 87 Vf = 64 Inv. = 906.50 Inv. = 906.30 Inv. = 906.20 Inv. = 906.15 Inv. = 906.05 3:1908.85 Ex. R/W P .G . 9 1 0 .5 7 3:1 R/W 2%2%P .G . 9 1 0 .5 7 12:112:13:1 3:1909.35 Ex. R/W P .G . 9 1 0 .9 5 3:1 R/W 2%2%P .G . 9 1 0 .9 5 12:112:13:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:06 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 69CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 38 50 9 1 0 .6 9 1 1 .9 39 00 9 1 1 .1 9 1 2 .2 910 920 930 Ac = 65 Af = 23 Vc = 118 Vf = 48 910 920 930 Ac = 58 Af = 26 Vc = 114 Vf = 45 3: 1909.85 Ex. R/W P .G . 9 1 1 .3 2 3:1 R/W 2%2%P .G . 9 1 1 .3 2 12:112:13:1 3:1910.10 Ex. R/W P .G . 9 1 1 .7 0 3:1 R/W 2%2%P .G . 9 1 1 .7 0 12:13:1 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:06 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 70CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 39 50 9 1 1 .2 9 1 2 .2 40 00 9 1 1 .1 9 1 2 .0 910 920 930 Ac = 38 Af = 34 Vc = 89 Vf = 56 910 920 930 Ac = 19 Af = 52 Vc = 53 Vf = 80 3:1910.35 Ex. R/W P .G . 9 1 2 .0 5 3: 1 R/W 2%2%P .G . 9 1 2 .0 5 12:112:13:1 3:1910.60 Ex. R/W P .G . 9 1 2 .2 0 3:1 R/W 2%2%P .G . 9 1 2 .2 0 12:13:1 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:07 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 71CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 40 50 9 1 1 .2 9 1 1 .9 41 00 9 1 1 .3 9 1 1 .9 41 25 9 1 1 .3 9 1 1 .9 Str. No.231Str. No. Str. No.229 230 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 910 920 930 Ac = 17 Af = 61 Vc = 33 Vf = 105 910 920 930 Ac = 34 Af = 48 Vc = 47 Vf = 101 900 910 920 930 3:1910.85 Ex. R/W P .G . 9 1 2 .1 5 3:1 R/W 2%2%P .G . 9 1 2 .1 5 12:112:13:1 3:1911.10 Ex. R/W P .G . 9 1 1 .9 0 3:1 R/W 2%2%P .G . 9 1 1 .9 0 12:112:1 Inv. = 907.85Inv. = 907.65 Inv. = 907.55 Inv. = 907.50 Inv. = 907.42 3:1911.22 Ex. R/W P .G . 9 1 1 .7 6 3:1 R/W 2%2%P .G . 9 1 1 .7 6 12:13:1 50:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:07 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 72CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 41 50 9 1 1 .4 9 1 1 .9 41 85 9 1 1 .4 9 1 1 .9 Str. No.233Str. No.232 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 41 90 9 1 1 .4 9 1 1 .9 Str. No.235 Str. No.234 Str. No.236 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 910 920 930 Ac = 46 Af = 37 Vc = 74 Vf = 79 910 920 930 900 910 920 930 Ex. R/W P .G . 9 1 1 .6 5 3:1 R/W 2%2%P .G . 9 1 1 .6 5 12:1 Inv.= 907.75Inv.= 907.50 Ex. R/W P .G . 9 1 1 .5 9 3:1 R/W 2%2%P .G . 9 1 1 .5 9 12:1 Inv. = 907.40 Inv. = 907.24 Inv. = 907.35 Inv. = 907.45 Inv. = 907.45 Inv. = 907.70Inv. = 907.65 Ex. R/W P .G . 9 1 1 .5 9 3:1 R/W 2%2%P .G . 9 1 1 .5 9 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:08 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 73CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 42 00 9 1 1 .3 9 1 1 .8 42 50 9 1 1 .0 9 1 1 .4 910 920 930 Ac = 57 Af = 19 Vc = 95 Vf = 52 910 920 930 Ac = 53 Af = 34 Vc = 102 Vf = 49 Ex. R/W P .G . 9 1 1 .5 9 3:1 R/W 2%2%P .G . 9 1 1 .5 9 12:1 W = 12’, L = 36’ Residential Drive Req’d. Rt. 6.00%2.00%2.00% Ex. R/W P .G . 9 1 1 .7 5 R/W 2%2%P .G . 9 1 1 .7 5 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:08 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 74CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 43 00 9 1 0 .6 9 1 1 .0 43 25 9 1 0 .4 9 1 0 .9 43+25.00 "PR-A" END CONSTRUCTION 43 50 910 920 930 Ac = 36 Af = 40 Vc = 82 Vf = 69 910 920 930 Ac = 33 Af = 57 Vc = 32 Vf = 45 910 920 930 Ac = 7 Af = 0 Vc = 19 Vf = 26 Ex. R/W P .G . 9 1 2 .1 0 3:1 R/W 2%2%P .G . 9 1 2 .1 0 12:112:13:1 Ex. R/W P .G . 9 1 2 .2 9 3:1 R/W 2%2%P .G . 9 1 2 .2 9 12:112:13:1 Ex. R/W R/W LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:09 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 75CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 43 79.97 Str. No.237 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 44 00 44 50 900 910 920 930 910 920 930 Ac = 7 Af = 0 Vc = 13 Vf = 0 910 920 930 Ac = 7 Af = 0 Vc = 13 Vf = 0 Ex. R/W R/W Ex. R/W R/W Ex. R/W Ex. R/W R/W LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:09 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 76CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 45 00 47 50 48 00 48 50 910 920 930 Ac = 7 Af = 0 Vc = 13 Vf = 0 910 920 930 Ac = 6 Af = 3 Vc = 0 Vf = 0 910 920 930 Ac = 6 Af = 3 Vc = 11 Vf = 6 910 920 930 Ac = 6 Af = 3 Vc = 11 Vf = 6 Ex. R/W Ex. R/W R/W Ex. R/W R/W 2: 1 Ex. R/W R/W 2: 1 Ex. R/W R/W 2: 1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:10 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 77CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 49 00 49 35 9 1 0 .0 9 1 0 .6 49+35.00 "PR-A" BEGIN CONSTRUCTION 49 50 9 0 9 .9 9 1 0 .5 910 920 930 Ac = 6 Af = 3 Vc = 11 Vf = 6 910 920 930 Ac = 69 Af = 11 Vc = 49 Vf = 9 910 920 930 Ac = 36 Af = 82 Vc = 29 Vf = 26 Ex. R/W R/W 2: 1 Ex. R/W P .G . 9 1 2 .7 3 3:1 R/W 2%2%P .G . 9 1 2 .7 3 12:13:1 Ex. R/W P .G . 9 1 2 .6 3 3:1 R/W 2%2%P .G . 9 1 2 .6 3 12:112:13:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:10 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 78CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 50 00 9 0 9 .4 9 1 0 .0 Str. No.243 244 Str. No.245Str. No. 50 50 9 0 9 .0 9 0 9 .5 51 00 9 0 8 .6 9 0 9 .2 900 910 920 Ac = 27 Af = 86 Vc = 58 Vf = 156 900 910 920 Ac = 7 Af = 123 Vc = 31 Vf = 194 900 910 920 Ac = 0 Af = 192 Vc = 6 Vf = 292 Inv. = 907.80 Inv. = 907.75 Inv. = 907.90 Inv. = 908.10 Ex. R/W P .G . 9 1 2 .3 0 R/W 2%2%P .G . 9 1 2 .3 0 4 :1 2: 1 12:13:1 Ex. R/W P .G . 9 1 1 .9 8 R/W 2%2%P .G . 9 1 1 .9 8 4:1 2:1 12:13:1 Ex. R/W P .G . 9 1 1 .6 5 3:1 R/W 2%2%P .G . 9 1 1 .6 5 4:1 3: 1 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:11 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 79CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 51 50 9 0 8 .5 9 0 9 .0 52 00 9 0 8 .4 9 0 8 .9 Str. No.248 Str. No. Str. No.246 247 52 47.33 9 0 8 .3 9 0 8 .9 Str. No. 402 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 900 910 920 Ac = 0 Af = 236 Vc = 0 Vf = 396 900 910 920 Ac = 0 Af = 226 Vc = 0 Vf = 428 900 910 920 3:1 Ex. R/W P .G . 9 1 1 .3 3 R/W 2%2%P .G . 9 1 1 .3 3 4 :1 3: 1 50:1 Inv. = 906.85 Inv. = 906.55 Inv. = 906.50 Inv. = 906.65 3:1 Ex. R/W P .G . 9 1 1 .0 0 R/W 2%2%P .G . 9 1 1 .0 0 4:1 2:1 50:1 3:1 Ex. R/W P .G . 9 1 0 .7 0 R/W 2%2%P .G . 9 1 0 .6 9 4 :1 3:1 50:1 Inv. = 908.00 Inv. = 906.52 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:12 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 80CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 52 50 9 0 8 .3 9 0 8 .9 53 00 9 0 8 .5 9 0 8 .9 53 50 9 0 8 .5 9 0 8 .9 900 910 920 Ac = 0 Af = 229 Vc = 0 Vf = 421 900 910 920 Ac = 0 Af = 150 Vc = 0 Vf = 351 900 910 920 Ac = 0 Af = 97 Vc = 0 Vf = 229 3:1 Ex. R/W P .G . 9 1 0 .6 8 R/W 2%2%P .G . 9 1 0 .6 8 4:1 3: 1 50:1 3:1 Ex. R/W P .G . 9 1 0 .3 5 R/W 2%2%P .G . 9 1 0 .3 5 4 :1 2: 1 50:1 3:1 Ex. R/W P .G . 9 1 0 .0 3 R/W 2%P .G . 9 1 0 .0 3 4 :1 3: 1 50:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:12 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 81CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 53 75 9 0 8 .5 9 0 8 .9 Str. No.251 Str. No.249 Str. No.250 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 54 00 9 0 8 .4 9 0 8 .8 54 50 9 0 8 .4 9 0 8 .7 Str. No.254 Str. No.252 Str. No.253 900 910 920 900 910 920 Ac = 3 Af = 72 Vc = 3 Vf = 156 900 910 920 Ac = 4 Af = 78 Vc = 6 Vf = 139 Inv. = 905.70 Inv. = 905.40 Inv. = 905.35 Inv. = 904.62 Inv. = 905.50 3:1 Ex. R/W P .G . 9 0 9 .8 7 R/W 5%P .G . 9 0 9 .8 7 4 :1 2: 1 50:1 3:1 Ex. R/W P .G . 9 0 9 .7 3 R/W 6%P .G . 9 0 9 .7 3 4 :1 3: 1 50:1 Inv. = 905.40 Inv. = 905.10 Inv. = 905.05 Inv. = 904.95 Inv. = 905.20 Inv. = 905.40 3:1 Ex. R/W P .G . 9 0 9 .6 1 3:1 R/W 6%P .G . 9 0 9 .6 1 12:150:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:13 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 82CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 54 55 9 0 8 .4 9 0 8 .7 Str. No.256Str. No.255 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 55 00 9 0 8 .2 9 0 8 .7 55 14.34 9 0 8 .2 9 0 8 .7 SHOWN FOR INFORMATION ONLY DRIVE CROSS SECTION 55 50 9 0 8 .3 9 0 8 .7 Str. No.620 900 910 920 900 910 Ac = 7 Af = 48 Vc = 10 Vf = 117 900 910 900 910 Ac = 4 Af = 57 Vc = 10 Vf = 97 Inv.= 905.50905.50Inv.= 3:1 Ex. R/W P .G . 9 0 9 .6 1 3:1 R/W 6%P .G . 9 0 9 .6 1 12:150:1 +05 Street Approach Req’d. Lt. P .G . 9 0 9 .7 1 3:1 R/W P .G . 9 0 9 .7 1 12:1 W = 18.5’, L = 39’ 6.64 % Residential Drive Req’d. Rt. W = 12’, L = 49’ 2.00%6.00%2.00% P .G . 9 0 9 .7 7 R/W P .G . 9 0 9 .7 7 +41 Street Approach Req’d. Lt. W = 24’, L = 39’ P .G . 9 0 9 .9 8 3:1 R/W P .G . 9 0 9 .9 8 12:1 Inv. = 904.90 Inv. = 903.55 7.52 % LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:13 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 83CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 56 00 9 0 8 .4 9 0 8 .9 Str. No.259 Str. No.257 Str. No.258 56 15 9 0 8 .5 9 0 9 .0 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 56 50 9 0 8 .6 9 0 9 .0 900 910 920 Ac = 0 Af = 124 Vc = 4 Vf = 168 900 910 920 900 910 920 Ac = 0 Af = 169 Vc = 0 Vf = 271 Inv. = 905.75Inv. = 905.55 Inv. = 905.55 Inv. = 905.50 Inv. = 905.15 3:1 Ex. R/W P .G . 9 1 0 .2 8 3:1 R/W 2%2%P .G . 9 1 0 .2 8 12:150:1 Inv. = 905.40 3:1 Ex. R/W P .G . 9 1 0 .3 7 3:1 R/W 2%2%P .G . 9 1 0 .3 7 12:150:1 3:1 Ex. R/W P .G . 9 1 0 .5 8 3:1 R/W 2%2%P .G . 9 1 0 .5 8 12:150:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:14 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 84CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 57 00 9 0 8 .7 9 0 9 .1 57 50 9 0 8 .8 9 0 9 .2 Str. No.262 Str. No.260 Str. No.261 58 00 9 0 9 .1 9 0 9 .6 900 910 920 Ac = 0 Af = 183 Vc = 0 Vf = 326 900 910 920 Ac = 0 Af = 196 Vc = 0 Vf = 351 900 910 920 Ac = 0 Af = 177 Vc = 0 Vf = 345 3:1 3:1 Ex. R/W P .G . 9 1 0 .8 8 R/W 2%2%P .G . 9 1 0 .8 8 4:1 50:1 3:1 Inv. = 906.55Inv. = 906.35 Inv. = 906.30 Inv. = 906.25 Inv. = 906.15 3:1 Ex. R/W P .G . 9 1 1 .1 8 R/W 2%2%P .G . 9 1 1 .1 8 4:1 50:1 3:1 3:1 Ex. R/W P .G . 9 1 1 .4 8 R/W 2%2%P .G . 9 1 1 .4 8 4:1 50:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:15 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 85CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 58 50 9 0 9 .4 9 1 0 .0 59 00 9 0 9 .7 9 1 0 .3 59 50 9 0 9 .4 9 1 0 .4 900 910 920 Ac = 1 Af = 131 Vc = 1 Vf = 285 910 920 Ac = 0 Af = 140 Vc = 1 Vf = 251 910 920 Ac = 0 Af = 157 Vc = 0 Vf = 275 3:1 3:1 Ex. R/W P .G . 9 1 1 .7 6 R/W 2%2%P .G . 9 1 1 .7 6 4 :1 50:1 3:1 3:1 Ex. R/W P .G . 9 1 1 .8 7 R/W 2%2%P .G . 9 1 1 .8 7 4 :1 50:1 3:1 3:1 Ex. R/W P .G . 9 1 1 .8 1 R/W 2%2%P .G . 9 1 1 .8 1 4 :1 50:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:15 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 86CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 60 00 9 0 8 .5 9 1 0 .2 60 37.53 9 0 8 .7 9 1 0 .1 SHOWN FOR INFORMATION ONLY DRIVE CROSS SECTION 60 50 9 0 8 .6 9 1 0 .1 900 910 920 Ac = 0 Af = 165 Vc = 0 Vf = 298 900 910 920 900 910 920 Ac = 0 Af = 132 Vc = 0 Vf = 275 3:1 Ex. R/W P .G . 9 1 1 .5 8 3:1 R/W 2%2%P .G . 9 1 1 .5 8 12:112:1 2.00%2.00%6.00% W = 13’, L = 40’ Residential Drive Req’d. Rt. 3:1 Ex. R/W P .G . 9 1 1 .4 1 R/W 2%2%P .G . 9 1 1 .3 7 12:1 2.00% 3:1 2.00%3:1 Ex. R/W P .G . 9 1 1 .3 3 R/W 2%2%P .G . 9 1 1 .3 3 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:16 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 87CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 61 00 9 0 8 .6 9 1 0 .0 61 50 9 0 8 .9 9 1 0 .2 61 78 9 0 9 .0 9 1 0 .4 Str. No.264Str. No.263 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 900 910 920 Ac = 1 Af = 108 Vc = 1 Vf = 222 900 910 920 Ac = 7 Af = 70 Vc = 7 Vf = 165 910 920 3:1 Ex. R/W P .G . 9 1 1 .0 8 3:1 R/W 2%2%P .G . 9 1 1 .0 8 12:112:1 3:1 Ex. R/W P .G . 9 1 0 .8 6 3:1 R/W 2%2%P .G . 9 1 0 .8 6 12:112:1 Inv.= 907.15Inv.= 907.15 3:1 Ex. R/W P .G . 9 1 0 .8 2 3:1 R/W 2%2%P .G . 9 1 0 .8 2 12:112:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:16 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 88CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 61 83 9 0 9 .1 9 1 0 .5 Str. No. Str. No.265 266 Str. No.267 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 62 00 9 0 9 .1 9 1 0 .6 62 07.01 9 0 9 .2 9 1 0 .6 SHOWN FOR INFORMATION ONLY DRIVE CROSS SECTION 900 910 920 910 920 Ac = 21 Af = 45 Vc = 26 Vf = 106 900 910 920 Inv. = 906.90 Inv. = 907.10 Inv. = 906.90 Inv. = 906.85 Inv. = 906.85 Inv. = 907.10 3:1 Ex. R/W P .G . 9 1 0 .8 1 3:1 R/W 2%2%P .G . 9 1 0 .8 1 12:112:1 3:1 Ex. R/W P .G . 9 1 0 .8 3 3:1 R/W 2%2%P .G . 9 1 0 .8 3 12:112:1 2.00%2.00%6.00% W = 12’, L = 26’ Residential Drive Req’d. Rt. 3:1 Ex. R/W P .G . 9 1 0 .8 4 R/W 2%2%P .G . 9 1 0 .8 4 12:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:17 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 89CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 62 50 9 0 9 .7 9 1 1 .3 Str. No.270 Str. No. Str. No.268 269 63 00 9 1 0 .4 9 1 2 .0 63 50 9 1 0 .4 9 1 2 .4 900 910 920 Ac = 37 Af = 29 Vc = 54 Vf = 69 910 920 Ac = 48 Af = 22 Vc = 79 Vf = 47 910 920 930 Ac = 40 Af = 32 Vc = 81 Vf = 50 Inv. = 907.35Inv. = 907.15 Inv. = 907.10 Inv. = 907.05 Inv. = 906.76 Inv. = 906.77 3:1 Ex. R/W P .G . 9 1 1 .0 3 3:1 R/W 2%2%P .G . 9 1 1 .0 3 12:112:1 3:1 Ex. R/W P .G . 9 1 1 .4 2 R/W 2%2%P .G . 9 1 1 .4 2 17:112:1 3:1 Ex. R/W P .G . 9 1 1 .8 3 3:1 R/W 2%2%P .G . 9 1 1 .8 3 12:112:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:17 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 90CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 64 00 9 1 0 .7 9 1 2 .5 25 64912.5 9 1 2 .5 Str. No. 273 Str. No. 271 Str. No. 272 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 64 50 9 1 1 .1 9 1 2 .6 910 920 930 Ac = 26 Af = 42 Vc = 61 Vf = 69 900 910 920 910 920 930 Ac = 24 Af = 40 Vc = 46 Vf = 76 3:1 Ex. R/W P .G . 9 1 2 .2 5 3:1 R/W 2%2%P .G . 9 1 2 .2 5 12:112:1 Ex. R/W 3:1 R/W 3:1 9 1 2 .4 6 P .G . P .G . 9 1 2 .4 6 2%2%12:112:1 Inv. = 906.42 Inv. = 908.00 Inv. = 908.05 Inv. = 908.10 Inv. = 908.30 3:13:1 Ex. R/W P .G . 9 1 2 .6 7 R/W 2%2%P .G . 9 1 2 .6 7 50:112:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:18 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 91CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 64 59.57 9 1 1 .1 9 1 2 .6 SHOWN FOR INFORMATION ONLY DRIVE CROSS SECTION 65 00 9 1 1 .5 9 1 2 .8 910 920 930 910 920 930 Ac = 15 Af = 41 Vc = 36 Vf = 75 3:1 Ex. R/W P .G . 9 1 2 .7 5 R/W 2%2%P .G . 9 1 2 .7 5 12:1 Private Drive Req’d Rt. W = 12’, L = 24’ 2.00 %2.00 %6.00 % 3:1 Ex. R/W P .G . 9 1 3 .0 9 3:1 R/W 2%2%P .G . 9 1 3 .0 9 12:112:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:18 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 92CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 65 50 9 1 1 .8 9 1 3 .0 66 00 9 1 2 .0 9 1 3 .1 910 920 930 Ac = 14 Af = 41 Vc = 27 Vf = 76 910 920 930 Ac = 10 Af = 58 Vc = 22 Vf = 92 3:1 Ex. R/W P .G . 9 1 3 .4 8 3:1 R/W 2%2%P .G . 9 1 3 .4 8 12:112:1 3:1 Ex. R/W P .G . 9 1 3 .6 7 3: 1 R/W 2%2%P .G . 9 1 3 .6 7 12:112:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:19 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 93CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 66 50 9 1 1 .7 9 1 3 .0 67 00 9 1 1 .5 9 1 2 .6 910 920 930 Ac = 7 Af = 87 Vc = 16 Vf = 134 910 920 930 Ac = 7 Af = 89 Vc = 13 Vf = 163 3:1 Ex. R/W P .G . 9 1 3 .6 5 3:1 R/W 2%2%P .G . 9 1 3 .6 5 12:112:1 3:1 Ex. R/W P .G . 9 1 3 .4 2 3:1 R/W 2%2%P .G . 9 1 3 .4 2 12:112:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:19 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 94CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 67 50 9 1 0 .7 9 1 2 .3 68 00 9 1 0 .4 9 1 2 .1 Str. No.275 Str. No.274 Str. No.276 68 50 9 1 0 .5 9 1 2 .1 910 920 930 Ac = 12 Af = 110 Vc = 18 Vf = 184 910 920 Ac = 26 Af = 98 Vc = 35 Vf = 193 910 920 930 Ac = 36 Af = 76 Vc = 57 Vf = 161 3:1 Ex. R/W P .G . 9 1 3 .1 7 3:1 R/W 2%2%P .G . 9 1 3 .1 7 12:112:1 Inv. = 908.55 Inv. = 908.45 Inv. = 908.40Inv. = 905.86 Inv. = 908.75 3:1 Ex. R/W P .G . 9 1 2 .9 2 3:1 R/W 2%2%P .G . 9 1 2 .9 2 12:112:1 3:1 Ex. R/W P .G . 9 1 2 .6 7 3:1 R/W 2%2%P .G . 9 1 2 .6 7 12:112:1 LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:20 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 95CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 68 75 9 1 0 .7 9 1 2 .1 68+75.00 "PR-A" END CONSTRUCTION 69 00 Str. No.274 69 50 910 920 930 900 910 920 930 Ac = 14 Af = 0 Vc = 46 Vf = 70 910 920 930 Ac = 14 Af = 0 Vc = 26 Vf = 0 3:1 Ex. R/W P .G . 9 1 2 .5 5 3:1 R/W 2%2%P .G . 9 1 2 .5 5 12:112:1 Inv. = 905.71 Ex. R/W R/W Ex. R/W R/W LINE "PR-A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:21 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 96CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 70 00 70 50 71 00 71 50 910 920 930 Ac = 14 Af = 0 Vc = 26 Vf = 0 910 920 930 Ac = 14 Af = 0 Vc = 26 Vf = 0 910 920 930 Ac = 14 Af = 0 Vc = 26 Vf = 0 910 920 930 Ac = 14 Af = 0 Vc = 26 Vf = 0 Ex. R/W R/W Ex. R/W R/W Ex. R/W Ex. R/W R/W Ex. R/W R/W LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:21 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 97CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 144 50 9 1 1 .4 9 1 1 .5 144+50.00 "A" BEGIN CONSTRUCTION 145 00 9 1 1 .5 9 1 1 .5 145 50 9 1 1 .3 9 1 1 .3Str. No.292 Str. No.293 Str. No.294 910 920 930 Ac = 70 Af = 0 Vc = 0 Vf = 0 910 920 930 Ac = 32 Af = 66 Vc = 94 Vf = 61 900 910 920 930 Ac = 28 Af = 71 Vc = 56 Vf = 127 3:1 908.65 Ex. R/W P .G . 9 1 2 .2 6 3:1 908.90 Ex. R/W 2%2%P .G . 9 1 2 .2 6 3:1 12:112:1 3:1 3:1 909.15 Ex. R/W P .G . 9 1 2 .0 1 3:1 908.70 Ex. R/W 2%2%P .G . 9 1 2 .0 1 12:1 3:1 12:13:1 Inv. = 907.40 Inv. = 907.60 3:1 909.38 Ex. R/W P .G . 9 1 1 .7 6 3:1 908.50 Ex. R/W 2%2%P .G . 9 1 1 .7 6 Inv. = 907.30 Inv. = 907.25 12:1 3:13:1 12:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:22 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 98CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 146 00 9 1 0 .7 9 1 0 .7 146 50 9 1 0 .1 9 1 0 .1 Str. No.297Str. No.296 146 53 9 1 0 .1 9 1 0 .0 Str. No.298 Str. No.Str. No.300299 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION Str. No.622 910 920 930 Ac = 8 Af = 88 Vc = 33 Vf = 147 910 920 930 Ac = 2 Af = 121 Vc = 9 Vf = 194 900 910 920 930 3:1909.60 Ex. R/W P .G . 9 1 1 .5 3 3:1 908.30 Ex. R/W 2%2%P .G . 9 1 1 .5 3 12:1 3:1 12:13:1 Inv.= 907.30907.20Inv.= 909.83 Ex. R/W P .G . 9 1 1 .4 5 3:1 908.10 Ex. R/W 2%2%P .G . 9 1 1 .4 5 12:1 3:1 12:13:1 Inv. = 907.00 Inv. = 907.15 Inv. = 907.20 Inv. = 907.25 909.84 Ex. R/W P .G . 9 1 1 .4 5 3:1 908.18 Ex. R/W 2%2%P .G . 9 1 1 .4 5 Inv. = 906.90 Inv. = 906.85 12:1 3:1 12:13:1 Inv. = 906.50 Inv. = 906.14 Inv. = 907.80 Inv. = 908.10 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:22 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 99CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 147 00 9 0 9 .8 9 0 9 .7 147 01.2 9 1 1 .5 9 1 1 .5 Str. No’s. 403 & 404 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 147 50 9 0 9 .7 9 0 9 .7 Str. No.304 Str. No.302 Str. No.303 Str. No.623 900 910 920 Ac = 0 Af = 214 Vc = 2 Vf = 310 900 910 920 930 900 910 920 930 Ac = 3 Af = 187 Vc = 3 Vf = 371 Ex. R/W P .G . 9 1 1 .5 3 909.35 Ex. R/W 2%2%P .G . 9 1 1 .5 3 910.05 12:1 3: 1 12:13:15:1 5:1 910.06 P .G . 9 1 1 .5 4 P .G . 9 1 1 .5 4 2%2% Ex. R/W Ex. R/W 909.32 Inv. = 906.97Inv. = 907.58 Inv. = 907.60 3:1 Inv. = 907.40Inv. = 906.50 Inv. = 906.60 Inv. = 906.30 910.28 Ex. R/W P .G . 9 1 1 .7 6 3:1 908.10 Ex. R/W 2%2%P .G . 9 1 1 .7 6 Inv. = 907.40 Inv. = 907.35 12:112:13:14:1 Inv. = 907.70 Inv. = 908.10 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:23 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 100CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 148 00 9 0 9 .8 9 0 9 .7 148 50 9 0 9 .8 9 0 9 .7 149 00 9 0 9 .7 9 0 9 .8 900 910 920 930 Ac = 4 Af = 188 Vc = 6 Vf = 347 900 910 920 930 Ac = 2 Af = 205 Vc = 6 Vf = 364 900 910 920 930 Ac = 1 Af = 238 Vc = 3 Vf = 410 910.50 Ex. R/W P .G . 9 1 2 .0 1 3:1 908.25 Ex. R/W 2%2%P .G . 9 1 2 .0 1 12:1 3:1 12:13:1 910.25 Ex. R/W P .G . 9 1 2 .2 6 3:1 908.40 Ex. R/W 2%2%P .G . 9 1 2 .2 6 12:1 3:1 12:13:1 910.00 Ex. R/W P .G . 9 1 2 .5 1 3:1 908.55 Ex. R/W 2%2%P .G . 9 1 2 .5 1 12:1 3:1 12:13:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:23 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 101CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 149 25 9 0 9 .8 9 0 9 .9 Str. No.308 Str. No.309 Str. No.306 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION Str. No. 307Str. No. 610 149 50 9 0 9 .9 9 0 9 .9 900 910 920 930 910 920 930 Ac = 0 Af = 280 Vc = 1 Vf = 480 Inv. = 908.50 Inv. = 908.45 Inv. = 908.35 Inv. = 908.50 Inv. = 908.45 Inv. = 907.45 Inv. = 907.55 3:1 909.88 Ex. R/W P .G . 9 1 2 .6 4 3:1 908.63 Ex. R/W 2%2%P .G . 9 1 2 .6 4 12:1 3:1 12:1 3:1 Inv. = 907.55 Inv. = 907.65 910.02 Ex. R/W P .G . 9 1 2 .7 6 3:1 908.70 Ex. R/W 2%2%P .G . 9 1 2 .7 6 12:1 3:1 12:1 3:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:24 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 102CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 149 93 9 1 0 .0 9 1 0 .0 Str. No.310 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION Str. No.414 150 00 9 1 0 .0 9 1 0 .0 910 920 930 910 920 930 Ac = 0 Af = 369 Vc = 0 Vf = 601 Inv. = 908.00 Inv. = 908.20 Inv.= Inv.= 905.77906.50 910.26 Ex. R/W P .G . 9 1 2 .9 8 908.83 Ex. R/W 2%2%P .G . 9 1 2 .9 8 12:1 3:1 12:13:1 910.30 Ex. R/W P .G . 9 1 3 .0 1 908.85 Ex. R/W 2%2%P .G . 9 1 3 .0 1 3:1 12:112:13:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:24 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 103CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 150 50 9 1 0 .0 9 1 0 .0 151 00 9 0 9 .9 9 0 9 .9 Str. No.313 Str. No.314 Str. No.311 Str. No.312 910 920 930 Ac = 0 Af = 332 Vc = 0 Vf = 649 910 920 930 Ac = 0 Af = 341 Vc = 0 Vf = 623 910.58 Ex. R/W P .G . 9 1 3 .2 6 3:1 909.10 Ex. R/W 2%2%P .G . 9 1 3 .2 6 3:1 12:112:1 3:1 Inv. = 908.70 Inv. = 908.80Inv. = 909.35 Inv. = 909.30 Inv. = 908.70 Inv. = 909.35 Inv. = 909.30 Inv. = 908.80 910.86 Ex. R/W P .G . 9 1 3 .5 1 909.35 Ex. R/W 2%2%P .G . 9 1 3 .5 1 3:1 12:1 3:1 12:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:25 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 104CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 151 50 9 1 0 .0 9 1 0 .0 152 00 9 1 0 .1 9 1 0 .0 910 920 930 Ac = 0 Af = 343 Vc = 0 Vf = 633 910 920 930 Ac = 1 Af = 348 Vc = 1 Vf = 640 910.71 Ex. R/W P .G . 9 1 3 .7 6 3:1 909.60 Ex. R/W 2%2%P .G . 9 1 3 .7 6 3:1 12:112:13:1 4 :1 910.56 Ex. R/W P .G . 9 1 4 .0 1 3:1 909.85 Ex. R/W 2%2%P .G . 9 1 4 .0 1 3:1 12:1 3:1 12:1 3:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:25 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 105CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 152 50 9 1 0 .2 9 1 0 .3 152 75 9 1 0 .6 9 1 0 .5 Str. No.317 Str. No.315 Str. No.316 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION Str. No. 318 153 00 9 1 0 .8 9 1 0 .8 910 920 930 Ac = 1 Af = 401 Vc = 2 Vf = 694 900 910 920 930 910 920 930 Ac = 1 Af = 364 Vc = 2 Vf = 708 Ex. R/W P .G . 9 1 4 .2 6 3:1 910.10 Ex. R/W 2%2%P .G . 9 1 4 .2 6 3:1 12:110:1 12:1 Inv. = 910.25 Inv. = 910.20 Inv. = 909.65 Inv. = 909.75 Inv. = 910.25 Inv. = 910.20 Inv. = 909.65 Inv. = 909.753:1 Ex. R/W P .G . 9 1 4 .3 9 3:1 910.23 Ex. R/W 2%2%P .G . 9 1 4 .3 9 3:1 12:112:1 3:1 Ex. R/W P .G . 9 1 4 .5 1 3:1 910.35 Ex. R/W 2%2%P .G . 9 1 4 .5 1 3:1 12:112:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:26 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 106CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 153 50 9 1 1 .1 9 1 1 .3 154 00 9 1 1 .6 9 1 1 .8 154 50 9 1 2 .3 9 1 2 .3 Str. No.322 Str. No.321 Str. No.319 Str. No.320 910 920 930 Ac = 1 Af = 325 Vc = 2 Vf = 638 910 920 930 Ac = 1 Af = 270 Vc = 2 Vf = 551 910 920 930 Ac = 1 Af = 256 Vc = 2 Vf = 487 3:1 Ex. R/W P .G . 9 1 4 .7 6 3:1 910.60 Ex. R/W 2%2%P .G . 9 1 4 .7 6 3:1 12:112:1 3:1 Ex. R/W P .G . 9 1 5 .0 1 3:1 910.85 Ex. R/W 2%2%P .G . 9 1 5 .0 1 3:1 12:112:1 Inv. = 911.10 Inv. = 911.05 Inv. = 910.80 Inv. = 910.90 Inv. = 911.10 Inv. = 911.05 Inv. = 910.80 Inv. = 910.90 3:1 Ex. R/W P .G . 9 1 5 .2 6 3:1 911.10 Ex. R/W 2%2%P .G . 9 1 5 .2 6 3:1 12:112:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:26 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 107CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 155 00 9 1 2 .9 9 1 3 .0 155 50 9 1 3 .5 9 1 3 .5 156 00 9 1 4 .3 9 1 4 .2 910 920 930 Ac = 2 Af = 237 Vc = 3 Vf = 456 910 920 930 Ac = 3 Af = 207 Vc = 5 Vf = 411 910 920 930 Ac = 4 Af = 157 Vc = 6 Vf = 337 3:1 Ex. R/W P .G . 9 1 5 .5 1 3:1 911.35 Ex. R/W 2%2%P .G . 9 1 5 .5 1 3:1 12:112:1 3:1 Ex. R/W P .G . 9 1 5 .7 6 3:1 911.60 Ex. R/W 2%2%P .G . 9 1 5 .7 6 3:1 12:112:1 3:1 Ex. R/W P .G . 9 1 6 .0 1 3:1 911.85 Ex. R/W 2%2%P .G . 9 1 6 .0 1 3:1 12:112:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:27 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 108CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 156 50 9 1 5 .2 9 1 5 .1 Str. No.326 Str. No.325 Str. No.323 Str. No.324 157 00 9 1 5 .1 9 1 5 .1 157 50 9 1 4 .9 9 1 4 .9 910 920 930 Ac = 9 Af = 96 Vc = 12 Vf = 234 910 920 930 Ac = 3 Af = 136 Vc = 11 Vf = 215 910 920 930 Ac = 2 Af = 181 Vc = 5 Vf = 294 Inv. = 912.10 Inv. = 912.05 Inv. = 911.90 Inv. = 912.10 Inv. = 912.05 Inv. = 911.90 3:1 Ex. R/W P .G . 9 1 6 .2 6 3:1 912.10 Ex. R/W 2%2%P .G . 9 1 6 .2 6 3:1 12:112:1 3:1 Ex. R/W P .G . 9 1 6 .5 1 3:1 912.35 Ex. R/W 2%2%P .G . 9 1 6 .5 1 12:1 3:1 12:1 3:1 Ex. R/W P .G . 9 1 6 .7 5 3:1 912.60 Ex. R/W 2%2%P .G . 9 1 6 .7 5 3:1 12:112:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:27 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 109CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 158 00 9 1 4 .9 9 1 5 .0 158 50 9 1 4 .7 9 1 4 .8 159 00 9 1 4 .9 9 1 4 .9 910 920 930 Ac = 1 Af = 211 Vc = 3 Vf = 363 910 920 930 Ac = 1 Af = 198 Vc = 2 Vf = 379 910 920 930 Ac = 0 Af = 161 Vc = 1 Vf = 332 3:1 Ex. R/W P .G . 9 1 6 .8 5 3:1 912.85 Ex. R/W 2%2%P .G . 9 1 6 .8 5 12:1 3:1 12:1 3:1 Ex. R/W P .G . 9 1 6 .8 2 3:1 913.10 Ex. R/W 2%2%P .G . 9 1 6 .8 2 3:1 12:112:1 3:1 Ex. R/W P .G . 9 1 6 .6 6 Ex. R/W 2%2%P .G . 9 1 6 .6 6 3:1 12:112:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:28 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 110CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 159 50 9 1 5 .3 9 1 5 .3 160 00 9 1 5 .5 9 1 5 .5 Str. No.328 Str. No.329 Str. No.330 160 50 9 1 5 .2 9 1 5 .3 910 920 Ac = 13 Af = 66 Vc = 12 Vf = 210 910 920 930 Ac = 12 Af = 54 Vc = 23 Vf = 111 910 920 930 Ac = 10 Af = 47 Vc = 20 Vf = 94 2.00%6.00% +43 Street Approach Req’d. Rt. 3:1 P .G . 9 1 6 .4 9 P .G . 9 1 6 .4 9 12:1 W = 27’, L = 40’ 3:1 R/W P .G . 9 1 6 .3 1 Ex. R/W 17:1 P .G . 9 1 6 .3 1 Inv. = 912.70 Inv. = 912.50 Inv. = 912.50 Inv. = 912.45 Inv. = 912.45 12:1 3:1 12:1 3:1 R/W P .G . 9 1 6 .1 4 Ex. R/W 16:1 P .G . 9 1 6 .1 4 3:1 12:112:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:29 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 111CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 161 00 9 1 4 .8 9 1 4 .9 161 25 9 1 4 .7 9 1 4 .8 Str. No.331 Str. No.332 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 161 30 9 1 4 .7 9 1 4 .8 Str. No.333 Str. No.334 Str. No.701 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 910 920 930 Ac = 9 Af = 73 Vc = 18 Vf = 111 910 920 930 900 910 920 930 3:1 R/W P .G . 9 1 5 .9 9 Ex. R/W 36:1 P .G . 9 1 5 .9 9 12:1 3:1 12:1 3:1 R/W P .G . 9 1 5 .9 7 3:1 Ex. R/W 2%2%P .G . 9 1 5 .9 7 Inv. = 912.35Inv. = 912.35 12:1 3:1 3:112:1 3:1 R/W P .G . 9 1 5 .9 7 3:1 Ex. R/W 2%2%P .G . 9 1 5 .9 7 Inv. = 912.30 Inv. = 912.30 Inv. = 912.10 Inv. = 909.65 Inv. = 911.80 Inv. = 912.00 Inv. = 912.05 12:112:1 Inv. = 912.30 Inv. = 912.10 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:29 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 112CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 161 50 9 1 4 .6 9 1 4 .8 161 70 9 1 4 .7 9 1 4 .9 Str. No.606 Str. No.607 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 162 00 9 1 4 .7 9 1 4 .9 910 920 Ac = 0 Af = 135 Vc = 8 Vf = 193 910 920 910 920 Ac = 0 Af = 168 Vc = 0 Vf = 281 3:1 R/W P .G . 9 1 5 .9 8 3:1 R/W 2%2%P .G . 9 1 5 .9 8 12:112:1 3:1 R/W P .G . 9 1 6 .0 2 3:1 R/W 2%2%P .G . 9 1 6 .0 2 Inv. = 908.64 Inv. = 908.33 12:112:1 3:1 R/W P .G . 9 1 6 .1 3 3:1 R/W 2%2%P .G . 9 1 6 .1 3 12:16:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:30 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 113CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 162 50 9 1 4 .8 9 1 4 .9 Str. No.336 Str. No.337 Str. No.338 163 00 9 1 4 .8 9 1 4 .9 163 50 9 1 4 .8 9 1 5 .0 164 00 9 1 4 .9 9 1 5 .0 910 920 Ac = 0 Af = 202 Vc = 0 Vf = 343 910 920 Ac = 0 Af = 208 Vc = 0 Vf = 380 910 920 Ac = 0 Af = 252 Vc = 0 Vf = 426 910 920 Ac = 0 Af = 295 Vc = 0 Vf = 506 3:1 R/W P .G . 9 1 6 .4 1 R/W 2%2%P .G . 9 1 6 .4 1 Inv. = 912.70 Inv. = 912.50 Inv. = 912.45 Inv. = 912.45 Inv. = 912.50 12:1 2: 1 6:1 Inv. = 912.70 3:1 R/W P .G . 9 1 6 .7 2 R/W 2%2%P .G . 9 1 6 .7 2 4 :1 3:1 4:1 3:13:1 R/W P .G . 9 1 7 .0 3 R/W 2%2%P .G . 9 1 7 .0 3 4 :14:1 3:1 R/W P .G . 9 1 7 .3 4 R/W 2%2%P .G . 9 1 7 .3 4 4 :1 3: 1 4:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:30 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 114CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 164 20 9 1 5 .0 9 1 5 .0 Str. No.339 Str. No.340 Str. No.341 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION 164 29.87 9 1 5 .1 9 1 5 .1 SHOWN FOR INFORMATION ONLY STRUCTURE CROSS SECTION Str. No.405 164 50 9 1 5 .2 9 1 5 .2 910 920 910 920 910 920 Ac = 0 Af = 280 Vc = 0 Vf = 532 3:1 R/W P .G . 9 1 7 .4 6 R/W 2%2%P .G . 9 1 7 .4 6 Inv. = 913.45 Inv. = 913.25 Inv. = 913.20 Inv. = 913.20 Inv. = 913.25 6:1 2: 1 4:1 R/W P .G . 9 1 7 .5 2 R/W 2%2%P .G . 9 1 7 .5 2 4:1 2: 1 7:12:1 Inv. = 912.39Inv. = 913.37 3:1 R/W P .G . 9 1 7 .6 5 R/W 2%2%P .G . 9 1 7 .6 5 4 :1 2: 1 4:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:31 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 115CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 165 00 9 1 5 .8 9 1 5 .8 165 50 9 1 6 .6 9 1 6 .6 166 00 9 1 7 .5 9 1 7 .5 166+00.00 "A" END PROJECT 11-02 166 50 9 1 8 .3 9 1 8 .3 910 920 Ac = 0 Af = 219 Vc = 0 Vf = 462 910 920 930 Ac = 0 Af = 154 Vc = 0 Vf = 345 910 920 Ac = 0 Af = 82 Vc = 0 Vf = 219 910 920 Ac = 15 Af = 7 Vc = 14 Vf = 82 3:1 R/W P .G . 9 1 7 .9 6 R/W 2%2%P .G . 9 1 7 .9 6 4 :1 3: 1 4:1 3:1 P .G . 9 1 8 .2 7 2% 9 1 8 .2 7 P .G . 3:1 Ex. R/W R/W Ex. R/W R/W 4 :1 12:1 3:1 P .G . 9 1 8 .5 8 2%2%P .G . 9 1 8 .5 8 3:1 R/W R/W 12:112:1 P .G . 9 1 8 .9 2 P .G . 9 1 8 .9 2 R/W R/W 6:16:1 LINE "A" 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: 1" = 10’ 1" = 10’ sbalog 8:45:31 AM2/11/2011 P:\IN2004\0222\D. Drawings\IN2004.0222.RD.PH2.CS.PRA2.dgn 116CROSS SECTIONSJSB MJM MJM JSB 11-02 CITY OF CARMEL 116 167 00 9 1 8 .9 9 1 8 .9 167 50 9 1 9 .7 9 1 9 .5 167+50.00 "A" END INCIDENTAL CONSTRUCTION 910 920 930 Ac = 21 Af = 11 Vc = 33 Vf = 17 910 920 930 Ac = 22 Af = 1 Vc = 40 Vf = 11 P .G . 9 1 9 .3 1 P .G . 9 1 9 .3 1 Ex. R/W R/W Ex. R/W R/W 6:16:1 P .G . 9 1 9 .7 4 P .G . 9 1 9 .7 4 Ex. R/W R/W Ex. R/W R/W 6:16:1