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Home My WebLink AboutKeystone Parkway #07-08C1 Road Plans (Full Size)2007 2030 2030 A.A.D.T. A.A.D.T. D.H.V. DIRECTIONAL DISTRIBUTION TRUCKS % D.H.V. % V.P.H. V.P.D. V.P.D. TRAFFIC DATA 4 KEYSTONE PARKWAY - LINE "E" 42,670 60,195 9,030 55/45 DESIGNATION NO. BRIDGE FILE SHEETS CONTRACT PROJECT NO. of PHONE NUMBER PREPARED BY: PLANS CERTIFIED BY: DATE (317) 547-5580 ROAD PLANS PROJECT LOCATION SHOWN BY American Structurepoint, Inc. LOCATION MAP CITY OF CARMEL BOARD OF PUBLIC WORKS & SAFETY CITY OF CARMEL AND INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2008 TO BE USED WITH THESE PLANS 1 07-08C-1 51 KEYSTONE PARKWAY AND 116th STREET/CARMEL DRIVE ADVANCE MAINTENANCE OF TRAFFIC CITY OF CARMEL PROJECT NO. 07-08C-1 T 18 N T 18 N HAMILTON COUNTY R 4 E Scale: 1" = 1000’ R 3 E T 17 NT 17 N R 4 ER 3 E 1 BEGIN CONSTRUCTION 100+89.00 "COL-W" END CONSTRUCTION 116+66.00 "COL-W" BEGIN CONSTRUCTION 101+25.00 "COL-E" END CONSTRUCTION 117+05.00 "COL-E" END PROJECT 07-08C-1 513+19.08 "E" BEGIN PROJECT 07-08C-1 497+05.68 "E" 09-26-08 E 106th St Carm el Creek La k e Wo o d la n d 323136 6 5 E 126th St Mohawk DrH ot Lick C r eek E 116th St Mo n o n Tr a il S R a n g e lin e R o a d Carmel Drive Ke y s t o n e Wa y K e y s t o n e P a r k w a y vsantoro 4:23:24 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.TS01.dgn No. STATE OF INDIANA REGISTERED P R OFE S SIONAL ENGIN EER10505104 J. SAMUEL B A LO G N/A N/A ELS JSB JSB AJE UTILITIES HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 2INDEX AND GENERAL NOTES CITY OF CARMEL ** The paper relocation will be cross sectioned by the Engineer before construction. Existing asphalt pavement located outside the construction limits, between Sta. __________ and Sta. __________, shall be removed as directed. ** REPRESENTS GENERAL NOTES REQUIRED All earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded except where sodding is specified The final cross sections of the grading contract will be the original cross sections of the paving contract. However, partial or complete cross sections shall be taken if necessary to determine the actual excavation quantities. GENERAL NOTES All limited access right-of-way (L.A. R/W) is to be fenced with farm field type fence (FFTF) where specified in the plans. Temporary Retaining wall details are provided for information only. Final wall limits and design are the responsibility of the contractor. Temporary sediment control practices are not shown for the stormwater generated from the Keystone excavation. This water must be filtered by an appropriate practice before released off site or into the existing channel. SHEET NO.DRAWING INDEX REVISIONS SHEET NO.DATE REVISED INDEX TO SHEETS 07-08C-1 51 09-26-08 1 TITLE SHEET 2 INDEX SHEET TYPICAL CROSS SECTIONS PLAT NO. 1 CONSTRUCTION DETAILS ROAD PLAN & PROFILES MAINTENANCE OF TRAFFIC 26 CROSS SECTIONS STRUCTURE DATA TABLE 8-13 MISCELLANEOUS DETAILS GEOMETRIC TIE-UP SHEET EROSION CONTROL DETAILS GENERAL PLAN - STRUCTURE NO. 6 MISCELLANEOUS TABLES UNDERDRAIN TABLE EXISTING SIGN PLANS 3 4 5-6 7 14-17 19-21 22 23 24 25 27-28 29-30 31-51 STORM SEWER PROFILE18 MODIFIED WINGWALL DETAILSGAS: Vectren 16000 Allisonville Road P.O. BOX 1700 Noblesville, IN 46061 (317) 776-5534 ATTN: Don Perdue TELEPHONE: AT&T Indiana Engineering Department 5858 North College Ave. (317)252-5134 ATTN: Greg Cammack CABLE TELEVISION: Bright House 3030 Roosevelt Avenue Indianapolis, IN (317) 339-9075 ATTN: Joe Evans ELECTRIC: Indianapolis Power and Light Company Morris Street Service Center 1230 W. Morris Street Indianapolis, IN 46221-1744 Office: (317)261-5203 Fax: (317)630-5625 www.IPLpower.com ATTN: Bob Stephens Duke Energy 16475 Southpark Drive Westfield, IN 46074 (317) 896-6711 ATTN: Cindy Rowland WATER & SEWER: City of Carmel Water Utilities 3450 W. 131st Street Westfield, IN 46074 (317) 733-2855 Fax: (317)733-2053 ATTN: Steve Cook City of Carmel Wastewater Utilities 760 Third Avenue S.W. Carmel, IN 46032 (317) 571-2451 ATTN: John Duffy Clay Twp. Regional Waste District 10701 North College Avenue, Suite A Indianapolis, IN 46280-1098 (317)844-9200 Fax: (317)844-9203 www.ctrwd.org ATTN: Shawn Pabst Veolia Water Indianapolis LLC 1220 Waterway Boulevard Indianapolis, IN 46202 (317) 264-7715 Fax: (317) 263-6494 ATTN: Dale Koch vsantoro 4:23:29 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.IN01.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G TYPICAL SECTION-LINE "COL-W" STA. 103+89.52 TO STA. 104+69.76 "COL-W"TYPICAL SECTION-LINE "COL-W" STA. 110+35.00 TO STA. 116+66.00 "COL-W" TYPICAL SECTION-LINE "COL-E" STA. 101+17.00 TO STA. 108+35.00 "COL-E" TYPICAL SECTION-LINE "COL-E" STA. 108+35.00 TO STA. 109+85.00 "COL-E" STA. 109+85.00 TO STA. 117+49 "COL-E" TYPICAL SECTION-LINE "COL-W" STA. 109+35.00 TO STA. 110+35.00 "COL-W" TYPICAL SECTION-LINE "COL-W" STA. 104+69.76 TO STA. 109+35.00 "COL-W" EJF HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE TYPICAL CROSS SECTION 3 N/A CITY OF CARMEL JSB JSB ELS 07-08C-1 1"=5’ 51 09-26-08 A 2%2% 21 B Subgrade Treatment, Type I 2% A 2%2% 21 B Subgrade Treatment, Type I 2%A 2%2% B Subgrade Treatment, Type I 2% Profile Grade Line "COL-W" Varies from 3’-9" at Sta 100+89 to 4’-0" at Sta 100+96.54 4’-0" from Sta. 100+96.54 to Sta. 104+69.76 21 V ari es 2’-0" V aries 2’-0" Varies Shoulder 4’-0" from Sta. 110+35.00 to Sta. 116+54.63 Varies from 4’-0" at Sta 116+54.53 to 3’-8" at Sta 116+66.00 2: 1 * Guardrail from Sta. 106+45 to Sta. 110+05 A 2%2%21 B 2% 1 1 3’-6"4’-0" Shoulder Line "COL-W" 2% Subgrade Treatment, Type I A 2%2% B 2% Varies 21Varies 2’-0" 4’-0" Shoulder 4’-0" 1 * Guardrail Begins at Sta. 109+20 2: 1 2:1 1’-6" 3% 3’-6" * Guardrail Ends at Sta. 111+96 3’-6" 25 25 69 26 25 25 * Guardrail * Guardrail* Guardrail Line "COL-W" U UU U 1 Varies Shoulder Varies Travel Lanes 12’-0" Travel Lanes 2 Varies (See Cross Sections) Line "E" 25 Existing Pavement 2:1 Varies 12’-0" Travel Lanes 4 Structure Backfill Type 1 12’-0" Travel Lanes Line "E" Existing Pavement 52’-5" Varies (See Cross Sections) 2:1 25 Profile Grade 12’-0" Varies (See Cross Sections) 25 2% 2:1 Profile Grade Existing Pavement Varies Line "E" 12’-0" Varies A 2%2% 21 B 2% 1 1 3’-6"4’-0" Shoulder Line "COL-W" 2% 4’-0" 2:1 2: 1 1’-6" 3% 69 26 Structure Backfill Type 1 12’-0" Travel Lanes Line "E" Existing Pavement 52’-5" V aries (S ee C ro ss S ections) 2: 1 25 Profile Grade 12’-0"Varies Varies Travel Lanes Existing Pavement 52’-5" Line "E" Varies (See Cross Sections) Profile Grade 25 2% 2:1 Line "COL-W" 12’-0" Line "COL-E" 4’-0" 12’-0" Travel Lanes Line "E" 52’-5" V aries (S ee C ross S ect io n s) 12’-0" 2% 2: 1 25 Profile Grade Existing Pavement 4’-0" Shoulder 4 Varies from 0’-0" at Sta 104+69.76 to 4’-0" at Sta 105+50.09 4’-0" from Sta. 105+50.00 to Sta. 109+35.00 6 6 7 7 12’-0" from Sta. 110+35.00 to Sta. 116+54.53 Varies from 12’-0" at Sta 116+54.53 to 12’-4" at Sta 116+66.00 3 2 Varies from 12’-3" at Sta 100+89 to 12’-0" at Sta 100+96.54 12’-0" from Sta. 100+96.54 to Sta. 104+69.76 3 Varies from 60’-6" at Sta 103+89.52 to 56’-6" at Sta 104+69.76 5 5 Varies from 56’-0" at Sta 104+69.76 to 52’-5" at Sta 109+35.00 4’-0" vsantoro 4:23:33 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.TY02.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G U 21 22 6" Underdrain A 26 Sodding 69 12" PCCP B Subbase for PCCP Seeding25 Integral Concrete Curb Integral Concrete Curb, Type B Modified Wingwall MISCELLANEOUS DETAILS AS NOTED ELS AJE HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE CITY OF CARMEL 07-08C-1 4 N/A ELS JSB JSB 51 09-26-08 1’-2" 1’-0" 1 ’- 0 " Aggregate for Underdrains1 " 1 ’- 6 " Geotextile for Underdrains Course Aggregate No. 8 6" Compacted Aggregate Base, No. 53 Subbase for PCCP UNDERDRAIN TRENCH DETAIL 12" PCCP Integral Concrete Curb 1’-0" Geotextile for Underdrains Scale: 1"=1’-0 Not to Scale 5’ or GreaterEdges to be Sawcut and Clean of Debris and Loose Asphalt Before Patching Undisturbed Earth Pipe Bedding PCCP PATCH PCCP PATCHING DETAIL Structure Backfill 6" PCCP for PATCHING on 12" Compacted Aggregate #53 Match Existing Pavement if Greater vsantoro 4:23:39 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.DS01.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G CATCH BASIN TYPE C-15 Scale: 1 2"=1’-0 ELEVATION 3 ’- 1 0 " 2’-6"6"6" 6 " 6 " PLAN 8 " 2 ’- 0 " 6"2’-6"6" PLAT NO. 1 N/A ELS JSB JSB VMS 1"=100’ HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE CITY OF CARMEL 07-08C-1 5 N/A ELS JSB JSB 1"=20’ 51 09-26-08 SEC. 31, T 18 N, R 4 E HAMILTON COUNTY App. Exist. L.A. R/W App. Exist. L.A. R/W LOT 5 LOT 4 LOT 3 LOT 159 LOT 160 LOT 161 BUSH DEVELOPMENT COMPANY BUSH DEVELOPMENT COMPANY MERCHANTS POINTE ASSOCIATION LLC MERCHANTS POINTE ASSOCIATION LLC Rolling Springs Drive 495+00 500+00 505+00 LOT 30 LOT 31 LOT 29 LOT 28 LOT 27 LOT 26 LOT 25 LOT 24 LOT 32 LOT 36 LOT 35 LOT 34 LOT 33 LOT 39 LOT 38 LOT 37 LOT 42 LOT 41 LOT 40 COMMON AREA LOT 45 LOT 44 LOT 43 COMMON AREA LO T 2 3 LO T 2 2 LOT 2 1 LO T 2 0 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 1 1 LOT 10 LOT 9 MERCHANTS 450 LLC TRIDENT FOODS, INC. G & T COMPANY JAMES F. SINGLETON CIRCLE FINANCIAL CORP.MCL, INC. MERCHANTS 450 LLC MERCHANTS 450 LLC LOT 378 LOT 379 LOT 380 LOT 381 LOT 382 LOT 383 LOT 394 LOT 395 LOT 396 LOT 397 LOT 326 LOT 325 MAPLES OF CARMEL HORIZONTAL PROPERTY WATERFORD OF CARMEL HOMEOWNER’S ASSOCIATION INC. WATERFORD SECONDARY PLAT COMMON AREA CITY OF C ARMEL R o a d w a y a n d U t ilit y E a s e m e n t CITY OF CARMELRoadway and Utility Easement SDMBR, LLC C ITY OF CA R MEL, IN DIA NA MAPLES OF CARMEL HORIZONTAL PROPERTY Roadway and Utility Easem ent 1 1 6 t h S t r e e t 1 1 6 t h S t r e e t Patricia Court W A T E R F O R D S E C O N D A R Y P L A T Keystone Way Ap p . Exis t . R / W Ap p . Exis t . R / W Exist. EasementExist. Easement App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R /W App. Exist. R /W App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W Exis t . Ea s e m e n t Ap p . Ex is t . R/ W Ap p . Ex is t . R/ W Exis t . Ea se m e n t Ex is t . Ea s e m e n t E xis t . Ea s e m e n t Ex is t . E a s e m e n t Exist. Easement Exist. Easement App. Exist. L.A. R/W App. Exist. L.A. R/W A p p . Exis t . R / W A p p . Exis t . R / W App. Exis t. R/W App. Exist. R/W Ap p . E x is t . R/ W 6 6 31 31 SEC. 6, T 17 N, R 4 E HAMILTON COUNTY Exist. Easement Exist. Easement Exist. Easement Exist. EasementExist. Easement Exist. EasementExist. Easement Exist. Easement Exist. Easement Exist. Ea sem ent Exist. Easem ent Exist. Easement CARMEL 1031 LLC E xist. E a s e m e nt Pointe DriveP oin te P a rkwa y Lin e "S - 6 - E " A p p . S e c t io n Lin e Manor Drive Waterford Lane Da u m c o u r t Line "E"Keystone Parkway Exist. Easement R/W R/WR/ W R/ W 110’ R/W 5 5 ’ R / W R/W R/W R /W R/W R/ W R/ W 110’ R/W 5 3 ’ R/ W WOODLAND COUNTRY CLUB, INC. App. Exist. L.A. R/W LOT 14 1 LO T 14 2 LOT 14 3 LO T 14 4 LO T 14 5 LOT 146 LOT 14 8 LOT 149 LOT 150 LOT 151 LOT 105 LOT 106 LOT 107 L u c a n n S t r e e t R o llin g S p r in g s Dr iv e WOODLAND SPRINGS THIRD SECTION A p p . Ex is t . R/ W A p p . Ex is t . R/ W Ap p . Ex is t . R/ W Ap p . Ex is t . R/ W Ap p . Exis t . R / W Ap p . Exis t . R / W A p p . Exis t . R / W A p p . Exis t . R / W Ex is t . Ea s e m e n t Ex is t . Ea s e m e n t Exis t . Ea s e m e n t Exis t . Ea s e m e n t Exis t . Ea s e m e n t Exis t . Ea s e m e n t Exist. Easem ent Exist. Easem ent Exist. Easem ent Exist. Easem ent Exist. EasementExist. EasementLOT 1 4 7Springs CourtApp. Exist. L.A. R/W Ap p . E xis t . R/ W Ap p . E xis t . R/ W 490+00485+00480+00 EA R L E. & BE TS Y J . TR S P O P E C LA R K & TRA C EY J T/ R S BU F F IN GTON S HA R I AN N WIN GA R D TH OMAS & DO R IS H . J O S IVO F F RO B ERT A. & IVY J . WIDDER S P ATRIC K J . & LIN DS EY MIC HELE B UTTZ J T/ R S KRE N S TEP HEN P . II & LAU R A S . S P R IGGS BUSH DEVELOPMENT COMPANY BUSH DEVELOPMENT COMPANY Exist. EasementExist. Easement BEGIN PROJECT 07-08C-1 497+05.68 "E" vsantoro 4:23:44 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.PL01.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G VMS PLAT NO. 1 1"=100’ HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE CITY OF CARMEL 07-08C-1 6 N/A ELS JSB JSB 1"=20’ 51 09-26-08 520+00 GEORGE NAE ET UX. GEORGE NAE ET UX. LOT 351 LOT 350 LOT 349 App. Exist. L.A. R/W App. Exist. L.A. R/W 525+00 530+00 535+00 SEC. 31, T 18 N, R 4 E HAMILTON COUNTY DAVID L. & DONNA L. HANNING MOHAWK ASSOCIATES, LLC MOHAWK ASSOCIATES, LLC H. ALAN STEPHENS ROBERT M. & V. MAXINE JEGLUM MATTHEW R. & STEPHANIE T. COFFMAN LOT 147 LOT 148 JACK T. SR. & CONNIE L. BURNS JENNIFER WARD LOT 149 LOT 150 LOT 146 JASON A. & CARRIE T. McGUIRE JT/RS MARTIN HAROLD A. MARLEY LOT 174 LOT 173 LOT 188 RICHARD KEITH & SHELLY ANN JONES LOT 189 RONALD & KAREN L. PEARSON LOT 208 EUGENIA SIMKUS LOT 175 LOT 187 LOT 113 LOT 112 LOT 116 LOT 117 LOT 118 LOT 111 LOT 145 LOT 151 LOT 172 LOT 176 LOT 171 LOT 177 LOT 170 LOT 169 LOT 178 LOT 179LOT 168 LOT 167 LOT 180 LOT 166 LOT 181 LOT 182 LOT 183 LOT 184 LOT 185 LOT 186 LOT 190 LOT 191 LOT 192 LOT 193 LOT 194 LOT 195 LOT 207 LOT 206 LOT 205 LOT 115 LOT 114 E D E N H O LLO W P LA C E EDEN WAY P LACE EDEN WAY COURT E DE N WA Y H O R S ES H O E LA N E A p p . E x i s t . R / W A p p . E x i s t . R / W E x is t . E a s e m e n t Ex is t . Ea s e m e n t A p p . E x i s t . R / W Ap p . Exist. R/ W App. Exis t. R/W App. Exis t. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W A p p . Exis t . R / W A p p . Exis t . R / W A p p . Exis t . R / W Exist. Easem ent Exist. Easem ent Exist. Ea s em e n t Exis t. Ea s e m e n t Exis t . Ea s e m e n t Exis t . Ea s e m e n t Exis t . Ea s e m e n t Ex is t . Ea s e m e n tExist. Ea se m ent Exist. Ea sem ent Exist. Easement Exist. Easement Exist. Easement Exist. Easement Exist. Easem ent FRANCES LYNN KAISER E x i s t . E a s e m e n t Exist. Easement MOHAWK ASSOCIATES, LLCMOHAWK HOUSING PARTNERS, LLCMOHAWK ASSOCIATES, LLC Exist. Easement Keystone Parkway EDEN ESTATES SECTION FOUR EDEN PARK SECTION SIX EDEN ESTATES SECTION SEVEN EDEN ESTATES SECTION SEVEN Exist. Ea sem ent E xis t . Ea s e m e n t Exis t . Ea s e m e n t A p p . 14 S e c . Lin e A p p . 14 S e c . Lin e Line "E" MOHAWK ASSOCIATES, LLC Exist. Easement 95’ R/W LOT 32 LOT 36 LOT 35 LOT 34 LOT 33 LOT 39 LOT 38 LOT 37 LOT 42 LOT 41 LOT 40 COMMON AREA LOT 45 LOT 44 LOT 43 LOT 46 LOT 47 LOT 48 LOT 49 LOT 58 LOT 57 LOT 56 LOT 55 LOT 54 LOT 53 LOT 52 LOT 50 LOT 51 COMMON AREA LOT 63 LOT 62 LOT 61 LOT 60 LOT 59 C OMMON AR EA LOT 14 LOT 1 3 LOT 1 2 LOT 1 1 LOT 1 0 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LO T 4 LOT 3 LOT 2 LOT 1 MERCHANTS 450 LLC MERCHANTS 450 LLC OSBORNE CARMEL CENTER, LLC ROIF, LLC CARMEL DRIVE OFFICE BUILDING GS PROPERTIES, INC. ET AL. NRW CORPORATION CITY OF CARMEL CITY OF CARMEL ST. PETER’S UNITED CHURCH OF CHRIST CARMEL, INC. ST. PETER’S UNITED CHURCH OF CHRIST CARMEL, INC. LOT 354 LOT 353 LOT 352 LOT 374 LOT 375 LOT 376 LOT 378 LOT 379 WATERFORD OF CARMEL HOMEOWNER’S ASSOCIATION INC.COMMON AREA WATERFORD OF CARMEL HOMEOWNER’S ASSOCIATION INC. WATERFORD SECONDARY PLAT MATHES FAMILY LIMITED PARTNERSHIP Patricia Court Sue Springs Court C a r m e l D r iv e W A T E R F O R D S E C O N D A R Y P L A T W A T E R F O R D S E C O N D A R Y P L A T W A T E R F O R D S E C O N D A R Y P L A T C a r m e l D r iv e WOODLAND SPRINGS EIGHTH SECTION Keystone Way Ap p . Exis t . R / W Ap p . Exis t . R / W Ap p . Ex is t . R/ W Ap p . Ex is t . R/ W Ap p . E xis t . R/ W Ap p . E xis t . R/ W Ap p . E xis t . R/ W Ap p . Exis t . R / W Ap p . Exis t . R / W A p p . Ex is t . R/ W A p p . Ex is t . R/ W Ap p . Ex is t . R/ W Ap p . E xis t . R / W Ap p . E xis t . R / W Ap p . E xis t . R/ W Ap p . E xis t . R/ W Exist. EasementExist. Easement App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. L.A. R/W App. Exist. L.A. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R /W App. Exist. R /W App. Exist. R/W App. Exist. R/W Ap p . Ex is t . R/ W Ap p . Ex is t . R/ W Exis t . Ea se m e n t Ex is t . Ea s e m e n t E xis t . Ea s e m e n t Ex is t . E a s e m e n t Exis t . Ea s e m e n t Exis t . E a s e m e n t Exis t . Ea s e m e n t E xis t . Ea s e m e n t Exist. Easement Exist. EasementExist. Easement Exist. EasementExist. Easement Exist. Easement Exist. Easement E xis t . Ea s e m e n t Exist. Easem ent Horshoe Lane West Waterford Lane Da u m c o u r t G o r h a m C o u r t T iff a n y C o u r t TO WN O F CA R MEL, INDIA NA WATERFORD OF CARMEL HOMEOWNER’S ASSOCIATION INC. COMMON AREA Exist.Easem ent Lin e "S - 1 6 - E " R /W 5 0 ’ R/ W 5 0 ’ R / W R/ W R/W 95’ R/W R/W 6 0 ’ R/ W R/W H O R S ES H O E LA N E Roadway and Utility Easement TOWN O F C ARME L, IN DIAN A MCDONALD’S CORPORATION TO WN OF C AR MEL, IN DIA NA App. Exist. L.A. R/W LEIGH B. & SONIA ELIZABETH BANGS 515+00510+00 END PROJECT 07-08C-1 513+19.08 "E" vsantoro 4:23:50 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.PL02.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G N/A N/A JSB JSB VMSELS GEOMETRIC TIE UP REFERENCES HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 7 CITY OF CARMEL 07-08C-1 51 09-26-08 E= 12659.8931 N= 18078.68 36 N= 20826.83 E= 13174.24 37 E= 13674.23 N= 20824.56 E= 10078.21 N= 20827.90 35E= 13674.50 N= 19246.26 34 E= 13674.37 N= 20028.33 32 N= 18366.68 E= 13674.65 33 X X X X 41 E= 13674.22 N= 20862.23 E= 13765.57 N= 22731.17 42 E= 13674.06 N= 21798.94 43 E= 13932.85 N= 24435.46494847N= 23681.98 E= 13858.89 N= 23596.07 E= 15175.29 Mag (Set) Mag (Set)Mag (Set) Mag (Set) Mag (Set) Mag (Set)Mag (Set) (Traffic) Center of MH (0.2’ Below) MAG (Set) 24" Tree 62.66’ Line "E" 24" Tree N.O.R.A. (0.1’ Above) MAG (Set) 40.51’ 41.19’69.50’ (0.2’ Below) 3 1 . 9 2 ’ 0 A z . 280 Az. 14.45’ 9" Tree MAG (Set) N o r t h "Polaris RLS9600005" 50 Az.37.32’ 14 5 Az . 4 0 .4 1’ Line "E" 38.25’3 5 .2 6 ’ 3 3 0 A z. 3.90’ 230 Az. 90Az. 230 Az.00Az. 150Az.40 Az. 40 E= 15362.04 N= 20817.2838N= 20822.30 E= 14174.23 E= 15260.9639N= 20817.38 4 3. 6 5 ’ E= 12408.89 N= 23188.5446 N o r t h 12.45’ 230Az. N.E. Cor. Wood Post (1.05’ Above) N.O.R.A. 1.25’ 15" Tree MAG (Set) X X X 40Az. App. S.W. Cor. N.E. ~4 Iron Pin (Fnd.) Sec. 6 P.O.T. Sta. 15+00.00 "S-6-E" MAG NAIL (Set) P.O.T. Sta. 487+38.80 "E" Sec. 6 App. N.W. Cor. Iron Pin in Box (Fnd.) P.T. Sta. 470+77.15 "E"P.O.T. Sta. 479+56.74 "E" MAG NAIL (Set) P.O.T. Sta. 20+00.00 "S-6-E" P.O.T. Sta. 495+35.04 "E" = MAG NAIL (Set) P.C. Sta. 495+72.71 "E"P.I. Sta. 505+09.42 "E" MAG NAIL (Set) App. N.E. Cor. Monument (Fnd.) Sec. 6 P.O.T. Sta. 25+00.00 "S-6-E" MAG NAIL (Set) App. S.E. Cor. Monument (Fnd.) Sec. 31 MAG NAIL (Set) P.T. Sta. 514+44.63 "E"P.C. Sta. 531+57.11 "E"P.O.T. Sta. 524+00.00 "E"Sec. 31 Iron Pin w/Cap (Fnd.) App. S.E. Cor. N.E. ~4 Sec. 31 Iron Pin (Fnd.) App. S.W. Cor. N.E. ~4 5 8" Rebar w/Cap (Set)5 8" Rebar w/Cap (Set)5 8" Rebar w/Cap (Set) 5 8" Rebar w/Cap (Set)5 8" Rebar w/Cap (Set) 0.22’330 Az.8.75’ 220A z.23.62’(1.00’ Above) Pwp. MAG (Set) 1 7 0 A z . 2 5 . 5 0 ’ MAG (Set) 21" Tree MAG (Set) N.W. Cor. Wood Post 24" Tree Mag (Set) Center MH Light Pole East Face 140Az.48.90’ Pwp. w/Light 55.20’ 330 Az. Base (Conc.) N.O.R.A. 230Az. T.S.S. (S.E. Bolt) 105.20’ 3 0 0 Az. 10 8. 8 5’ T.S.S. (E. Bolt) T.S.S. (S.W. Bolt) T.S.S. (N.W. Bolt) 83.83’ 140 Az.75.68’(0.2’ Below) T.S.S. (N.E. Bolt) T.S.S. (S.E. Bolt) 320Az. 76.94’ 230Az. (0.3’ Below)(0.2’ Below) T.S.S. (N.W. Bolt) T.S.S. (S. Bolt) 102.79’ 103.97 ’125 Az. (0.4’ Below) N o rt h 52.15’ Line "A" 3 0 Az. 14.9 7’ 15.13’ South 431 35.72’ 55.60’ 170 Az.50 Az.35.53’Line "A" South 431 38.18’ Line "E" 38.05’79.15’ North 431 76.55’No r t h 2 6.10’ LINE "S-6-E" LINE "S-6-E" 90Az.19 0 Az.330 Az. 220 Az. 55.60’ 190Az. North 431 78.78’ 0Az. 30 Az.160Az. 200 Az.45Az. 10 Az. 60Az. Mag (Set) N.O.R.A. 25.72’ Top Center INLET "11670" 10.65’ Sign Post "One Way" (Flush) 23.24’ 1 2.1 2’ Mag (Set) "CP 514" N.O.R.A. (Flush) Gd. Rail53.93’ 4 7 .7 0 ’ First Post Mag (Set) Mag (Set) Mag (Set) 180Az. 28.80’29.66’ (Flush) Sign Post "One Way" Mag (Set) LINE "E" 29.31’ LINE "E"LINE "E" 2 2 .13 ’ 2 5 5 Az. 65 Az.190 Az. 320 Az. 00Az. 9 0 Az . 10 0 A z . 50 Az.00Az. 190Az. 21.05’ 2 2 0 A z.20.56’ 116/Eden Est. Sign Post (Flush) 53.67’ Pwp. MAG (Set) Inlet Inlet (~c 116th) 46.30’ 210 Az. T.S.S. (N.W. Bolt) T.S.S. (S.E. Bolt) 49.15’ (Top) F. Hyd. Brick Wall N.E. Cor.5 5.3 1’12 0 Az. 47.80’ 250Az. 45.75’ 190Az. 3.28’ M. Box P.K. (Fnd.) (Flush) M. Box N.W. Cor.15" Tree (N. Face)No r t h 50 .10’ (| 116th) LINE "S-6-E" 135 Az. 59.20’ 50Az.25Az.50Az. N o rt h 3 4 0 A z.35Az. Chiseled "X" in Manhole Rim Inlet (Conc.)MAG Nail in EP Inlet Conc. Chiseled "X" in Manhole Rim (Conc.) MAG Nail in EP vsantoro 4:23:54 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.TIE01.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G 485+00 490+00 500+00495+00 Keystone Parkway Keystone Parkway 1 1 6 t h S t r e e t 1" = 30’ MAINTENANCE OF TRAFFIC DETAILS Phase Description Traffic Maintenance Line "E" A A EJF JSB EJF JSB I I I PP I I I VC S HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 8 CITY OF CARMEL 07-08C-1 51 09-26-08 Line "E" Line "E" Lin e "S - 6 - E" 487+50 W21-5bCLOSED LEFT SHOULDER CLOSED LEFT SHOULDER 496+00 W21-5a Temporarily close shoulder adjacent to work. Night lane closure only ROAD CONSTRUCTION AHEAD 484+00 XW20-1 END CONSTRUCTION 489+00 G20-2 1000 FT 2 ’ 1 9 ’ + 0 0 + 2 5 Temporary widening to be place as required.T Existing PavementExisting Pavement 19’-0"Varies Cart Path (Bit. Mat.) (Wooded) (Bit. Mat.) (Bit. Mat.) (Rip Rap) (C-Stn.) (Rip Rap) (Grass) (Grass) (Grass) (Rip Rap) T R (Grass) (Bit. Mat.) (Bit. Mat.) (Grass) (Rip Rap) (Grass) (Grass) (Rip Rap) ( G r a s s (Grass) (Grass) (Grass) (Lawn) (Grass) (Rip Rap) ( G r a s s F P RTRT RT RT vsantoro 4:24:05 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.TP.PH01.01.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G Line, Remove 1 2 4 5 Type A Construction Warning Light Standard Drum Direction of Traffic Construction Area T 14 Temporary Widening with HMA 165#/Sys. HMA Surface, Type B on 825#/Sys. HMA Base, Type B on 6" Compacted Aggregate Base Flashing Arrow Sign Construction Sign 7 Type B Construction Warning Light Temporary Pavement 15 Line, Paint, Broken, White, 4 in. Line, Paint, Solid, White, 4 in. Line, Paint, Solid, Yellow, 4 in. Standard Tubular Marker Temporary Pavement Message Markings, Lane Indication Arrow Temporary Pavement Message Markings, Word "ONLY" Remove Pavement Message Marking Line, Paint, Dotted, White, 4 in. 10 Temporary Concrete Barrier, Type 2 Keystone Parkway Keystone Parkway 505+00500+00 510+00 515+00 1" = 30’ MAINTENANCE OF TRAFFIC DETAILS Line "E" B B EJF JSB EJF JSB E a s t C a r m e l D r iv e II I I HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 9 CITY OF CARMEL 07-08C-1 51 09-26-08 Keystone Parkway Keystone Parkway 505+00500+00 510+00 515+00 1" = 30’ MAINTENANCE OF TRAFFIC DETAILS Line "E" B B EJF JSB EJF JSB E a s t C a r m e l D r iv e Li n e "S - 1 6 - E " Line "E" Line "E" CLOSED LEFT SHOULDER 514+15 W21-5a 1 9 ’1 9 ’ + 0 0 + 5 0 + 0 0 + 7 5 + 0 0 12 ’ 2 ’ + 4 0 + 8 3 + 15 + 0 0 + 0 0 2 ’ TExisting Pavement Existing Pavement 12’-4"Varies T Varies4’-5" 12 ’- 4 " 4 ’- 5 " 14 ’- 5 " 4 ’- 4 " (Grass) (Grass) (Grass) (Bit. Mat.) (Bit. Mat.) (Bit. Mat.) (Wooded) (Grass) (Grass) (Grass) (Grass) (Grass) (Grass) (Grass) (Bit. Mat.) (Bit. Mat.) (Grass) (Grass)(Grass) (Conc.) (Grass) (Grass) (Grass) (Grass)(Grass) RT RT RT RT vsantoro 4:24:14 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.TP.PH01.02.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G Line, Remove 1 2 4 5 Type A Construction Warning Light Standard Drum Direction of Traffic Construction Area T 14 Temporary Widening with HMA 165#/Sys. HMA Surface, Type B on 825#/Sys. HMA Base, Type B on 6" Compacted Aggregate Base Flashing Arrow Sign Construction Sign 7 Type B Construction Warning Light Temporary Pavement 15 Line, Paint, Broken, White, 4 in. Line, Paint, Solid, White, 4 in. Line, Paint, Solid, Yellow, 4 in. Standard Tubular Marker Temporary Pavement Message Markings, Lane Indication Arrow Temporary Pavement Message Markings, Word "ONLY" Remove Pavement Message Marking Line, Paint, Dotted, White, 4 in. 10 Temporary Concrete Barrier, Type 2 Li n e "S - 1 6 - E " Line "E" Line "E" CLOSED LEFT SHOULDER 514+15 W21-5a 1 9 ’1 9 ’ + 0 0 + 5 0 + 0 0 + 7 5 + 0 0 12 ’ 2 ’ + 4 0 + 8 3 + 15 + 0 0 + 0 0 2 ’ TExisting Pavement Existing Pavement 12’-4"Varies T Varies4’-5" 12 ’- 4 " 4 ’- 5 " 14 ’- 5 " 4 ’- 4 " Keystone Parkway Keystone Parkway 520+00 525+00 535+00530+00 1" = 30’ MAINTENANCE OF TRAFFIC DETAILSEJF JSB EJF JSB I II I I HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 10 CITY OF CARMEL 07-08C-1 51 09-26-08 Line "E" Line "E" ROAD CONSTRUCTION AHEAD 527+75 XW20-1 END CONSTRUCTION 527+75 G20-2 524+25 W21-5b CLOSED LEFT SHOULDER 1000 FT (Grass) (Grass) (Grass) (Bit. Mat (Wooded) (Bit. Mat.) (Bit. Mat.) (Bit. Mat.) (Wooded) (Rip Rap) Shed (Wooded) (Grass) (Grass) (Grass) (Grass) (Grass) (Grass) (Bit. Mat.) (Bit. Mat.) (Gras (Gras vsantoro 4:24:22 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.TP.PH01.03.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G Line, Remove 1 2 4 5 Type A Construction Warning Light Standard Drum Direction of Traffic Construction Area T 14 Temporary Widening with HMA 165#/Sys. HMA Surface, Type B on 825#/Sys. HMA Base, Type B on 6" Compacted Aggregate Base Flashing Arrow Sign Construction Sign 7 Type B Construction Warning Light Temporary Pavement 15 Line, Paint, Broken, White, 4 in. Line, Paint, Solid, White, 4 in. Line, Paint, Solid, Yellow, 4 in. Standard Tubular Marker Temporary Pavement Message Markings, Lane Indication Arrow Temporary Pavement Message Markings, Word "ONLY" Remove Pavement Message Marking Line, Paint, Dotted, White, 4 in. 10 Temporary Concrete Barrier, Type 2 485+00 Keystone Parkway 490+00 495+00 Keystone Parkway 500+00 1" = 30’ MAINTENANCE OF TRAFFIC DETAILS Phase Description Traffic Maintenance Line "E" C C EJF JSB EJF JSB 1 1 6 t h S t r e e t I I I PP I I I VC S HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 11 CITY OF CARMEL 07-08C-1 51 09-26-08 Line "E" Line "E" Lin e "S - 6 - E" 390’ Lane Shift Taper @ 25:1 + 0 0 + 4 7 187.5’ Lane Shift Taper @ 25:1 1 1 1 7 1 4 4 1 1 1 4 2 ROAD CONSTRUCTION AHEAD 483+50 XW20-1 489+00 G20-2 END CONSTRUCTION Construction of CD lanes between 116th Street and Carmel Drive TExisting Pavement 19’-0" Existing Pavement 2’-0"10’-0"10’-0"2’-0"10’-0"10’-0"10’-0"10’-0"2’-0" Construction Zone 2:1 Construction Zone 2: 1 11’-6" Shift traffic onto temporary widening, reduce lane width to 10’. 5 5 5 5 + 3 5 + 2 5+ 2 2 + 8 8 + 0 0 + 2 2 5 14 14 15 1 1 ’- 6 " 1 0 ’ 1 0 ’ 2 1’ 1 0 ’ 1 0 ’ 1 0 ’ 1 0 ’ + 8 1 + 1 5 490+50 XW1-4b (L) 1 24’ of Type III-A Barricades Required Sawcut Sawcut 10 10 10 10 Energy Absorbing Terminal, CZ, TL-2 Cart Path (Bit. Mat.) (Wooded) (Bit. Mat.) (Bit. Mat.) (Rip Rap) (C-Stn.) (Rip Rap) (Grass) (Grass) (Grass) (Rip Rap) T R (Grass) (Bit. Mat.) (Bit. Mat.) (Grass) (Rip Rap) (Grass) (Grass) (Rip Rap) ( G r a s s (Grass) (Grass) (Grass) (Lawn) (Grass) (Rip Rap) ( G r a s s F P RTRT RT RT vsantoro 4:24:30 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.TP.PH02.01.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G Line, Remove 1 2 4 5 Type A Construction Warning Light Standard Drum Direction of Traffic Construction Area T 14 Temporary Widening with HMA 165#/Sys. HMA Surface, Type B on 825#/Sys. HMA Base, Type B on 6" Compacted Aggregate Base Flashing Arrow Sign Construction Sign 7 Type B Construction Warning Light Temporary Pavement 15 Line, Paint, Broken, White, 4 in. Line, Paint, Solid, White, 4 in. Line, Paint, Solid, Yellow, 4 in. Standard Tubular Marker Temporary Pavement Message Markings, Lane Indication Arrow Temporary Pavement Message Markings, Word "ONLY" Remove Pavement Message Marking Line, Paint, Dotted, White, 4 in. 10 Temporary Concrete Barrier, Type 2 Keystone Parkway Keystone Parkway 505+00500+00 510+00 515+00 1" = 30’ MAINTENANCE OF TRAFFIC DETAILS Line "E"F F Line "E"Line "E" D D E E EJF JSB EJF JSB E a s t C a r m e l D r iv e II I I HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 12 CITY OF CARMEL 07-08C-1 51 09-26-08 10 ’ 10 ’ 2 1’ 2 4 ’ 10 ’ 10 ’ 100’ Taper 250’ Lane Shift Taper @ 25:1 L i n e " S - 1 6 - E " Line "E" Line "E"100’ Taper 187.5’ Lane Shift Taper @ 25:1 7 1 1 2 1 2 21 1 2 7 7 337.5’ Lane Shift Taper @ 25:1 100’ Taper 2 1 1 2 1 1 1 77 1 12 300’ Lane Shift Taper @ 25:1 14151514 15 14 Existing Pavement T 12’-0"4’-4" T Existing Pavement 6 ’- 4 " 1 4 ’ 10 ’ 10 ’ 1 0 ’ 1 0 ’ 10 ’ 10 ’ 10 ’ 10 ’ 10 ’ 14 ’ 10 ’ 10 ’ 6 ’- 4 " 2’-0"10’-0"10’-0"10’-0"10’-0"2’-0"2’-0"10’-0"10’-0"2’-0" Construction Zone 2:1 Construction Zone 2: 1 T 19’-0" Existing Pavement 2’-0"10’-0"10’-0"2’-0" 2: 1 Existing Pavement Construction Zone 2:1 10’-0"10’-0"2’-0"2’-0"22’-0"12’-0" T 2’-0"10’-0"10’-0"2’-0" Construction Zone 2:1 T Existing Pavement 10’-0"10’-0"2’-0"14’-4"2’-0" Construction Zone 2: 1 Construction Zone Existing Pavement 14 ’- 4 " 10 ’ 10 ’ + 8 8 + 8 8 + 0 0 + 0 0 + 0 0 + 5 0 + 0 0 + 0 0 + 0 0 + 3 8 + 5 0 + 5 0 5 5 12 4 4 4 4 4 4 4 4 125’ Lane Shift Taper @ 25:1 + 7 5 + 0 0 12 ’- 0 " 10 ’ 10 ’ 2 ’ 2 ’ 24’ of Type III-A Barricades Required24’ of Type III-A Barricades Required 10 101010 Sawcut Sawcut Sawcut Sawcut Energy Absorbing Terminal, CZ, TL-2 10 10 SawcutSawcut 10 10 10 10 (Grass) (Grass) (Grass) (Bit. Mat.) (Bit. Mat.) (Bit. Mat.) (Grass) (Grass) (Grass) (Grass) (Grass) (Bit. Mat.) (Bit. Mat.) (Grass) (Grass) (Conc.) (Grass) (Grass) (Grass) (Grass) RT RT RT RT vsantoro 4:24:42 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.TP.PH02.02.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G Line, Remove 1 2 4 5 Type A Construction Warning Light Standard Drum Direction of Traffic Construction Area T 14 Temporary Widening with HMA 165#/Sys. HMA Surface, Type B on 825#/Sys. HMA Base, Type B on 6" Compacted Aggregate Base Flashing Arrow Sign Construction Sign 7 Type B Construction Warning Light Temporary Pavement 15 Line, Paint, Broken, White, 4 in. Line, Paint, Solid, White, 4 in. Line, Paint, Solid, Yellow, 4 in. Standard Tubular Marker Temporary Pavement Message Markings, Lane Indication Arrow Temporary Pavement Message Markings, Word "ONLY" Remove Pavement Message Marking Line, Paint, Dotted, White, 4 in. 10 Temporary Concrete Barrier, Type 2 Keystone Parkway Keystone Parkway 520+00 525+00 530+00 1" = 30’ MAINTENANCE OF TRAFFIC DETAILS CONSTRUCTION SIGNS, TYPE A TEMPORARY PAVEMENT MARKINGS BARRICADE, TYPE III-A TEMPORARY MESSAGE MARKINGS MAINTENANCE OF TRAFFIC SUMMARY TABLE LINE, REMOVE MESSAGE MARKINGS, REMOVE TRANSVERSE MARKINGS, REMOVE EJF JSB EJF JSB TEMPORARY CONCRETE BARRIER, TYPE 2 CONSTRUCTION SIGNS, TYPE C ENERGY ABSORBING TERMINAL, CZ, TL-2 I II I I HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 13 CITY OF CARMEL 07-08C-1 51 09-26-08 Line "E" Line "E" PAINT, SOLID WHITE, 4 in. PAINT, SOLID YELLOW, 4 in. TOTAL / HIGHEST NEEDPHASE 1 PHASE 2 PAINT, BROKEN WHITE, 4 in. REMOVABLE, LANE INDICATION ARROW REMOVABLE, WORD (ONLY) XG20-2 XW1-4b (L) 4 4 4 4 4 2 2 0 2 XW20-1 (AHEAD) 7119 7119 2162 2162 3657 3657 1508 5 5 5 5 4181 4 4 58 XW21-5a XW21-5b 4 PAINT, DOTTED WHITE, 4 in. ROAD CONSTRUCTION AHEAD 524+75 XW20-1 524+75 G20-2 END CONSTRUCTION 519+80 XW1-4b (L) TOTAL 2 0 4 4 1508 4181 48 58 48 16 3588 2 2 2 (Grass) (Grass) (Grass) (Bit. Mat (Wooded) (Bit. Mat.) (Bit. Mat.) (Bit. Mat.) (Wooded) (Rip Rap) Shed (Wooded) (Grass) (Grass) (Grass) (Grass) (Grass) (Grass) (Bit vsantoro 4:24:51 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.TP.PH02.03.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G Line, Remove 1 2 4 5 Type A Construction Warning Light Standard Drum Direction of Traffic Construction Area T 14 Temporary Widening with HMA 165#/Sys. HMA Surface, Type B on 825#/Sys. HMA Base, Type B on 6" Compacted Aggregate Base Flashing Arrow Sign Construction Sign 7 Type B Construction Warning Light Temporary Pavement 15 Line, Paint, Broken, White, 4 in. Line, Paint, Solid, White, 4 in. Line, Paint, Solid, Yellow, 4 in. Standard Tubular Marker Temporary Pavement Message Markings, Lane Indication Arrow Temporary Pavement Message Markings, Word "ONLY" Remove Pavement Message Marking Line, Paint, Dotted, White, 4 in. 10 Temporary Concrete Barrier, Type 2 VMS DFvSV P.I. 109+33.03 "COL-E" P.C. 495+72.71 "E" P.O.T. 495+35.04 "E" = P.O.T. 20+00.00 "S-6-E" P.I. 100+54.20 "COL-E" +62 198’ P.C. 101+04.02 "COL-E" CITY OF CARMEL SDMBR, LLC. G & T COMPANY MAPLES OF CARMEL HORIZONTAL PROPERTY MAP LES O F C AR ME L H O R I Z O N TA L P R O P E R TY MA P LE S O F C A R M E L H OR IZ O NTA L P RO P ERTY M A P LE S O F C A R ME L H OR IZO NTA L P RO P ERTY MA P LE S O F C A R ME L H O R IZ O N TAL P R O P E R T Y M A P L E S O F C A R M E L H O RI Z O N T A L P R O P E R T Y M A P L E S O F C A R M E L H O RI Z O N T A L P R O P E R T Y MA P LE S OF C A R ME L H O R I Z O N TA L P R O P E R TY MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY CITY OF CARMEL LINE "COL-E" N 39 19’ 05" W Str. No. 410 Str. No. 411 Str. No. 412 Str. No. 414 Str. No. 413 Str. No. 415 Str. No. 416 Str. No. 417 Str. No. 418 CURVE DATA CURVE DATA 4 9 5 + 6 0 .1, 7 9 .1 ’, S t o r m M .H . + 6 5 . 5 , 17 0 . 0 ’, C u r b In l. + 6 5 . 7 , 13 4 . 9 ’, C u r b In l. + 6 7 . 4 , 14 7 . 7 ’, Te l. M .H . + 7 0 .3 , 1 6 2 .5 ’, S ig n + 7 2 . 7 , 0 .0 ’, Cn t r l. P n t . + 8 6 .2 , 10 3 .7 ’, Lig h t + 8 6 .2 , 10 3 .7 ’, Lig h t + 8 9 .8 , 1 9 5 .4 ’, R / W Mk r. + 9 0 . 1 , 9 4 .9 ’, Tra f . P o le + 9 1 . 0 , 17 .2 ’, Tra f . De t . Lo o p + 9 1. 8 , 19 9 . 5 ’, P w p . 4 9 6 + 0 1.1, 19 7 .9 ’, Gu y Wir e + 0 6 . 1, 17 .2 ’, Tra f . De t . Lo o p + 2 1 . 2 , 17 .2 ’, Tra f . De t . Lo o p + 2 3 .0 , 1 6 2 .6 ’, G a s Mk r. + 2 5 .1, 10 4 .6 ’, Cn t r l. P n t . + 3 5 . 5 , 16 .8 ’, Tra f . De t . Lo o p + 3 7 .3 , 1 3 4 .7 ’, G a s Va l. + 3 7 .9 , 1 3 1 .2 ’, G a s Va l. + 3 7 .9 , 1 3 2 .2 ’, G a s Mk r. + 3 8 .1 , 1 3 5 .4 ’, G a s Mk r. + 3 8 .3 , 1 3 7 .4 ’, G a s Va l. + 4 2 . 4 , 16 1 . 1 ’, Tr e e + 7 0 .5 , 13 9 .0 ’, Lig h t + 9 4 .1, 11 5 .5 ’, P in e + 9 8 . 5 , 9 4 .5 ’, R / W Mk r. 4 9 7 + 18 .8 , 1 .8 ’, S ig n + 2 0 . 3 , 7 4 .9 ’, S ig n + 2 2 .2 , 11 7 .2 ’, P in e + 2 8 .5 , 11 8 .2 ’, P in e + 3 9 .4 , 11 7 .4 ’, P in e + 5 2 .4 , 11 7 .0 ’, P in e + 6 6 .3 , 11 5 .8 ’, P in e + 7 6 .3 , 11 2 .0 ’, P in e + 8 4 .6 , 9 6 .2 ’, T e l. P e d . + 9 7 . 4 , 11 0 . 6 ’, B u s h + 9 7 . 8 , 10 8 . 2 ’, B u s h + 9 7 . 9 , 10 2 . 2 ’, B u s h + 9 8 . 0 , 10 5 . 2 ’, B u s h + 9 8 .2 , 9 9 . 3 ’, B u s h + 9 8 .6 , 9 6 . 2 ’, B u s h + 9 8 .8 , 9 3 . 5 ’, B u s h 4 9 8 + 0 5 .3 , 9 2 . 4 ’, B u s h + 0 6 . 1, 10 4 . 2 ’, B u s h + 0 6 .1, 11 1. 3 ’, B u s h + 0 6 . 3 , 10 7 . 0 ’, B u s h + 0 6 .3 , 9 8 . 6 ’, B u s h + 0 6 .5 , 9 5 . 4 ’, B u s h + 0 6 . 5 , 11 0 . 0 ’, B u s h + 0 6 . 5 , 10 1. 4 ’, B u s h + 0 9 .4 , 11 1. 0 ’, B u s h + 1 3 .7 , 11 0 .5 ’, P in e + 2 8 .4 , 12 2 .7 ’, P in e + 4 0 .5 , 12 4 .2 ’, P in e + 5 8 .2 , 6 .4 ’, T r a f. M .H . + 5 1 .4 , 9 3 .3 ’, Lig h t + 6 3 .6 , 19 5 .2 ’, P in e + 6 4 .7 , 17 1.1’, P w p . + 7 0 . 7 , 19 6 .4 ’, Ele c . M e t . B o x + 8 7 . 6 , 14 0 . 7 ’, C u r b In l. + 8 7 . 7 , 19 9 . 0 ’, C u r b In l. + 8 7 . 8 , 17 1 . 7 ’, C u r b In l. + 9 0 .1, 7 7 .1 ’, S t o r m M .H . 4 9 9 + 8 7 .3 , 9 2 . 8 ’, Tr e e + 9 5 . 4 , 8 6 .0 ’, Ir o n P in F n d . 5 0 0 + 0 0 .5 , 9 2 . 2 ’, Tr e e + 0 9 . 8 , 8 6 .0 ’, Ir o n P in F n d . + 0 9 . 9 , 8 6 .4 ’, Ir o n P in F n d . + 1 6 .0 , 9 2 . 0 ’, Tr e e 5 0 1+ 0 0 . 2 , 10 8 . 7 ’, Wa t . Va l. + 3 9 . 2 , 9 2 .2 ’, G a s Va l. + 4 6 . 8 , 8 7 .7 ’, Ir o n P in F n d . + 4 8 .7 , 9 2 . 6 ’, Tr e e + 6 1.3 , 9 4 . 6 ’, Tr e e + 8 6 . 9 , 10 4 . 5 ’, Wa t . Va l. 5 0 3 + 0 1.1, 9 6 . 4 ’, Tr e e + 1 5 .6 , 9 6 . 9 ’, Tr e e + 3 3 .2 , 9 7 . 8 ’, Tr e e + 9 5 . 4 , 9 2 .6 ’, Ir o n P in F n d . 5 0 4 + 15 .1 , 1 2 2 .4 ’, P K N a il F n d . + 9 6 . 6 , 11 6 . 1 ’, Tr e e 5 0 5 + 1 0 . 4 , 12 0 . 3 ’, Tr e e + 2 3 . 3 , 12 7 . 2 ’, Tr e e 5 0 6 + 0 0 .5 , 14 8 .9 ’, Cn t r l. P n t . + 5 6 .6 , 14 5 .3 ’, P in e 5 0 6 + 4 0 .6 , 1 2 4 .8 ’, Bu s h + 4 3 .5 , 12 0 .6 ’, B u s h + 4 9 .5 , 11 0 . 8 ’, B u s h + 5 7 .9 , 10 2 .0 ’, B u s h 5 0 5 + 1 8 .6 , 7 5 . 8 ’, Tr e e + 2 8 .2 , 7 6 . 6 ’, Tr e e + 3 2 .7 , 7 6 . 4 ’, Tr e e + 9 8 .4 , 10 5 .5 ’, T r e e 5 0 4 + 1 1.4 , 9 1 .2 ’, Tr e e + 8 2 .9 , 1 2 4 .3 ’, Te l. P e d . + 9 1.3 , 8 5 .9 ’, T r e e 5 0 2 + 17 .5 , 8 5 .4 ’, T re e + 2 0 .1 , 6 8 .1’, T e m p . B . M. 5 0 2 + 17 .5 , 8 5 .4 ’, Tre e + 2 0 .1, 6 8 . 1’, Te m p . B .M. 5 0 1 + 0 8 .3 , 8 6 .0 ’, T re e + 3 6 .3 , 1 2 0 .8 ’, Te l. P e d . + 3 8 .0 , 1 18 .6 ’, T e l. P e d . 5 0 0 + 12 .7 , 8 4 .9 ’, T re e 4 9 9 + 14 .4 , 8 6 .3 ’, T re e + 2 4 .1, 8 9 . 2 ’, Iro n P in Fn d . + 2 4 .7 , 1 0 1.5 ’, Wa t . Va l. 4 9 8 + 2 2 .3 , 1 0 2 .5 ’, F ire Hy d . 4 9 7 + 6 4 .1, 12 0 .8 ’, Cu r b In l. + 9 9 .8 , 8 9 . 2 ’, Tr e e 4 9 6 + 3 6 .8 , 1 4 4 .4 ’, Lig h t + 3 6 .8 , 1 4 4 .4 ’, Lig h t + 4 0 .5 , 1 4 3 .8 ’, C u rb In l. + 5 3 .8 , 1 13 .7 ’, T re e + 6 0 .0 , 1 9 3 .3 ’, C n t r l. P n t . + 6 4 .5 , 1 16 .6 ’, S p r in k le r Va l. + 9 8 .3 , 0 . 2 ’, B e e H ive In l. + 9 8 .1 , 8 0 .0 ’, Be e H iv e In l. + 9 4 .8 , 1 6 4 .3 ’, S p r in k le r Va l. + 8 9 . 9 , 8 8 .1 ’, Tr a f . P o le + 7 8 .7 , 1 4 7 .9 ’, S t o r m M .H . + 6 8 .1 , 9 3 .6 ’, T r a f. D e t . Lo o p + 6 6 .2 , 1 0 9 .0 ’, Tra f . De t . Lo o p + 6 5 .5 , 1 3 8 .4 ’, Tra f . De t . Lo o p + 6 5 .0 , 1 2 3 .2 ’, Tra f . De t . Lo o p + 5 4 .8 , 1 3 8 .2 ’, Tra f . De t . Lo o p + 5 4 .8 , 9 3 .0 ’, T ra f. D e t . Lo o p + 5 2 .8 , 1 0 7 .5 ’, Tra f . De t . Lo o p + 5 3 .3 , 1 2 2 .0 ’, Tra f . De t . Lo o p + 3 2 .7 , 9 3 .0 ’, T ra f. D e t . Lo o p + 4 2 .2 , 1 2 3 .1 ’, T ra f . De t . Lo o p + 4 3 .3 , 1 0 7 .6 ’, Tra f . De t . Lo o p + 4 4 .0 , 9 2 .2 ’, T ra f. D e t . Lo o p + 4 4 .0 , 1 3 7 .2 ’, Tra f . De t . Lo o p + 3 2 .2 , 1 3 7 .6 ’, Tra f . De t . Lo o p + 3 2 .3 , 1 2 3 .6 ’, Tra f . De t . Lo o p + 8 2 .4 , 1 7 8 .2 ’, C o m b . P o le 4 9 5 + 3 0 .8 , 1 0 8 .2 ’, Tr a f. De t . Lo o p + 8 1.2 , 1 5 9 .0 ’, G u y Wir e + 7 8 .2 , 1 4 3 .8 ’, P in e + 7 8 .4 , 1 5 0 .0 ’, P in e + 7 5 .9 , 1 .4 ’, S ig n + 7 7 .3 , 1 9 .5 ’, T r a f. D e t . Lo o p + 7 3 .6 , 8 6 .0 ’, T ra f. P o le + 7 0 .7 , 1 7 8 .2 ’, Ele c . Me t . Bo x + 6 1.3 , 1 3 9 .6 ’, B u s h + 6 2 .2 , 1 9 .6 ’, T r a f. D e t . Lo o p + 6 8 .9 , 9 2 .3 ’, Lig h t + 5 6 .2 , 1 10 .7 ’, L ig h t + 5 7 .3 , 1 4 4 .5 ’, B u s h + 3 0 .9 , 12 4 .0 ’, M.H . P.I. Sta. 100+54.20 "COL-E" = 39 43’ 52" Rt. T = 54.20’ L = 104.02’ R = 150.00’ E = 9.49’ S.E. = N.C. P.I. Sta. 109+33.03 "COL-E" = 4 59’ 05" Rt. T = 829.01’ L = 1,656.98’ R = 19,046.18’ E = 18.03’ S.E. = N.C. P.I. 505+09.42 "E" Str. No. 311 Str. No. 310 Str. No. 313 Str. No. 314 Str. No. 315 Str. No. 315 Str. No. 318 Str. No. 317 Str. No. 316 Str. No. 319 Str. No. 320 Str. No. 6 Str. No. 5Str. No. 501 Str. No. 502 Str. No. 620 P.C. 100+00.00 "COL-E" = O.P.O.C. 496+17.38 "E" 86.82’ RT N 0 00’ 36" W CURVE DATA P.I. Sta. 505+09.42 "E" = 5 36’ 57" Rt. T = 936.711’ L = 1,871.92’ R = 19,098.59’ E = 22.96’ S.E. = N.C. Str. No. 621Str. No. 622 I III I I P V C S VC S WV WV WV T TT T GV Ex. 24" San Pipe 797.52 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 14PLAN & PROFILE CITY OF CARMEL 1" = 40’ 1" = 10’ JSB JSB ELS 07-08C-1 51 09-26-08 790 800 810 820 830 840 850 790 800 810 820 830 840 850 SEC. 31, T 18 N, R 4 E HAMILTON COUNTY Keystone Parkway Line "E" Line "COL-E" L in e "S - 6 - E " 1 1 6 t h S t r e e t A p p . S e c t io n Lin e LOT 31 Ex. Easement Ex. Easement Ex. Easement Ex. Easement Ex. Easement Ex. R/W Ex. R/W E x . R / W E x . R / W Ex. R/W Ex. R/W Ex. R/W Ex. R/W Ex . R / W Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits + 00 "COL-E", 20’ RT + 0 0 "COL- E" + 34 "COL-E" + 84 "COL-E"+00 "C OL-E" + 3 4 " C O L- E ", 2 0’ R T +00 "COL-E", 20’ RT + 5 0 " C O L- E", 2 0’ R T B.M. #20 - Chiseled on Conc. Hdwl. for 12" RCP Approx. 800’ N. of 116th St. on E. Side of Keystone, Sta. 502+20.13 "E", 68.13’ Rt. Elev. 819.12 All R/W described from Line "E" except as Noted. All Topographic infromation described from Line "E" except as Noted. 100 105 110 BEGIN CONSTRUCTION STA. 101+25.00 LINE "COL-E" +91 "COL- W", 18’ LT +91 "COL-W"+30 "COL- W"+80 "COL-W"+80 "COL- W", 20’ LT +30 "C O L- W" + 51 "COL-W", 2 0 ’ LT +51 "COL-W " +51 "COL-W ", 36’ LT +00 "COL-W", 20’ LT + 3 3 "E " +51 "E" + 16 "E" +28 "E " + 50 "E"+ 5 0 "E " + 5 0 "COL-E", 20 ’ RT R/W R/ W 110’ R/W Constr. Limits Constr. Limits Constr. Limits Constr. Limits +00 "E", 7’ LT +00 "COL-W", 52’ RT 495 500 505Constr. Limits S S S RCP 24" RCP 72" CMP Ex. Conc. Ditch 12" RCP 15 " RCP 1 2 " R C P 12" RCP 15" RCP 60" RCP 60 " R C P 24" RCP 4 8" R C P R C P 12" RCP Ex. Conc. Ditch 6 " C MP 24" RCP 24" RCP 18 " RC P 18 " R CP 2 4" 24" RCP 24" RCP 3 6 " C MP D D D D D S S 12" RCP 18 " RC P ( S a n ) 18 " RC P ( S a n ) 18 " RC P ( S a n ) TR ( Gr a s s ) (Rip Rap) P a r kin g Lo t ( Bit . Ma t .) ( B it . Ma t . ) ( Gr a s ( C o n c . ) ( Gr a s s ) (Grass) (Grass) (Grass) (Lawn) (Grass) (Grass) (Grass) (Bit. Mat.) (Bit. Mat.) (Bit. Mat.) (Wooded) C a n o p y & P u m ( Gr a s s ) (Rip Rap) P a r kin g Lo t ( Bit . Ma t .) ( B it . Ma t . ) ( Gr a s ( C o n c . ) ( Gr a s s ) C a n o p y & P u m RT RT RT GVGVGV E P.V.I. ELEV. 823.29 400.00’ V.C. P.V.I. STA. 108+50.00 P.V.I. STA. 104+50.00 P.V.I. ELEV. 817.61 280.00’ V.C. -1.13%+1.42% G.R.E.T. Type OS Req’d Lt. + 4 5 . 0 + 0 5 M.H. 102+00 STR. No. 410 M.H. 104+34 STR. No. 413 M.H. 107+00 STR. No. 416 12" Pipe 815.87 15" Pipe 813.67 36" Pipe 809.30 815.87 814.68 809.30 809.16 809.16 809.07 809.40 228’ of 12" Pipe @ -0.519312 %-0.11 % 230’ of 12" Pipe @ -0.52 % 260’ of 15" Pipe @ -0.80 % 142’ of 36" Pipe @ -0.10 % 811.60 813.67 229’ of 36" Pipe @ +1.35 % BEGIN CONSTRUCTION 101+25.00 "COL-E" P.G. ELEV. 821.28 809.85 809.85 Precast Concrete Box Culvert 505+32 "E" STR. No. 6 Existing Grade Along Line "COL-E" 32’ of 36" Pipe @ +1.32 % 54’ of 36" Pipe @ -0.17 % 362.5’ Guardrail @ 6’-3" Spacing Req’d Lt. S.W.T.S. 108+50 STR. No. 417 S.W.T.S. 109+50 STR. No. 418 Profile Grade 8 17 .8 8 18 .2 8 18 .8 8 19 .2 8 19 .5 8 19 .8 8 2 0 .2 8 2 0 .5 8 2 0 .8 8 2 1 .1 8 2 1 .4 8 2 1 .6 8 2 1 .9 8 2 2 .2 8 2 2 .4 8 2 2 .7 8 2 2 .9 8 2 3 .1 8 2 3 .3 8 2 3 .6 8 2 3 .8 8 2 4 .2 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 8 2 1 . 0 0 8 2 0 .4 4 8 1 9 . 8 7 8 1 9 . 3 1 8 1 8 . 8 1 8 1 8 . 5 5 8 1 8 . 5 0 8 1 8 . 6 9 8 1 9 . 1 0 8 1 9 . 7 4 8 2 0 .4 5 8 2 1 . 1 0 8 2 1 . 6 1 8 2 1 . 9 9 8 2 2 .2 5 8 2 2 .3 7 8 2 2 .3 6 8 2 2 .2 2 vsantoro 4:25:17 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.PP03.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G VMS P.I. 118+13.78 "COL-E" P.T. 514+44.63 "E" MCDONALD’S CORPORATION P.O.T. 515+01.48 "E" = P.O.T. 50+00.00 "S-16-E" +41 129’ WATERFORD OF CARMEL HOMEOWNERS ASSOCIATION INC. MERCHANTS 450, LLC. OSBORNE CARMEL CENTER, LLC. ROIF, INC. ST. PETER’S UNITED CHURCH OF CHRIST CARMEL, INC. LINE "COL-E" N 5 23’ 52" E CURVE DATA Str. No. 419 Str. No. 420 Str. No. 421 Str. No. 422 Str. No. 423 Str. No. 424 CURVE DATA + 7 6 .5 , 1 2 9 .5 ’, P in e + 5 4 .3 , 1 0 8 .8 ’, P in e 5 0 7 + 11 .0 , 1 2 1.3 ’, P in e 5 0 9 + 0 5 .5 , 1 18 .8 ’, P in e + 5 6 .3 , 1 2 2 .1 ’, P in e 5 0 8 + 0 7 .0 , 1 0 9 .3 ’, P in e 5 1 0 + 9 6 .1 , 1 2 3 .8 ’, P in e 5 1 2 + 0 4 .8 , 1 3 0 .0 ’, P in e + 6 1. 1 , 12 9 .1 ’, P in e + 9 0 .2 , 118 .4 ’, B u s h + 9 1. 2 , 8 1.8 ’, Lig h t + 9 1. 8 , 14 4 . 9 ’, P in e + 9 4 . 0 , 12 2 . 8 ’, Bu s h + 9 4 .6 , 14 8 .1 ’, P in e + 9 5 .2 , 12 6 .2 ’, B u s h + 9 5 . 7 , 13 3 . 0 ’, B u s h + 9 6 . 8 , 12 0 . 5 ’, Bu s h + 9 5 . 2 , 12 6 . 2 ’, Bu s h + 9 5 . 7 , 13 3 . 0 ’, Bu s h + 9 6 .8 , 12 0 .5 ’, Bu s h 5 14 + 0 2 .2 , 15 3 .1’, P in e + 0 5 .4 , 12 7 .0 ’, B u s h + 0 6 .1, 13 7 .5 ’, B u s h + 0 7 .5 , 14 0 .3 ’, B u s h + 0 8 .8 , 13 2 .1 ’, B u s h + 10 .7 , 15 2 .9 ’, P in e + 2 2 .8 , 15 9 .4 ’, B u s h + 3 5 .7 , 15 0 .0 ’, P in e + 3 8 .7 , 16 8 .7 ’, B u s h + 3 8 .8 , 17 1.3 ’, B u s h + 4 0 .4 , 8 1.8 ’, Tra f. P o le + 4 0 .8 , 17 1.7 ’, B u s h + 4 4 .9 , 0 .1’, C n t rl. P n t . + 4 9 .7 , 1 7 9 .3 ’, B u s h + 4 9 .8 , 1 8 7 .7 ’, B u s h + 4 9 .9 , 1 8 3 .8 ’, Bu s h + 6 1.1, 19 7 .4 ’, P in e + 7 1.7 , 17 0 .9 ’, Tre e + 7 2 .8 , 18 3 .4 ’, Bus h + 7 8 .9 , 18 3 .5 ’, Bus h + 7 9 .5 , 19 2 .2 ’, Bu s h + 8 0 .4 , 9 7 .0 ’, Cn t rl. P n t . + 8 4 .9 , 18 3 .9 ’, Lig h t + 9 4 .0 , 12 2 .8 ’, Bu s h + 9 4 .6 , 14 8 .1’, P in e + 6 1.1, 12 9 .1’, P in e 5 15 + 6 5 .3 , 11.8 ’, S ig n + 6 8 .8 , 7 8 .6 ’, S ig n + 7 6 .3 , 7 5 .2 ’, Tra f. P o le + 8 3 .5 , 19 0 .3 ’, P in e + 9 0 .2 , 1 6 6 .9 ’, Lig h t 5 16 + 12 .6 , 17 3 .1’, P in e + 3 2 .2 , 14 7 .2 ’, P in e + 4 5 .9 , 12 8 .0 ’, Tre e + 8 6 .3 , 9 2 .9 ’, P in e 5 1 7 + 10 .3 , 1.9 ’, S ig n + 5 6 .6 , 1 4 5 .3 ’, P in e + 7 6 . 3 , 9 .6 ’, T e l. M.H . + 8 5 .9 , 1 2 5 .6 ’, T re e + 9 9 .4 , 1 2 4 .6 ’, T re e 5 0 7 + 1 0 .2 , 1 2 4 .2 ’, T re e + 5 8 .3 , 1 2 4 .4 ’, T re e + 9 6 .3 , 1 2 4 .6 ’, T re e 5 0 8 + 14 .9 , 1 1 0 .7 ’, Wa t . Va l. + 6 4 . 2 , 11 2 . 1 ’, Te l. P e d . 5 0 9 + 0 8 .3 , 11 2 . 5 ’, Ga s Va l. + 11.4 , 1 2 9 .7 ’, Wa t . Va l. + 2 9 .7 , 1 2 2 .4 ’, P in e + 2 9 .7 , 1 3 2 .0 ’, P in e + 4 4 .0 , 1 3 4 .2 ’, Lig h t + 8 6 .9 , 1 2 0 .0 ’, T re e 5 10 + 0 7 .9 , 1 2 0 .2 ’, T re e + 2 3 .1 , 1 2 5 .4 ’, Lig h t + 6 0 .6 , 1 1 5 .4 ’, T re e + 6 3 .4 , 1 2 8 .4 ’, Lig h t + 6 9 . 9 , 12 5 . 3 ’, Wa t . Me t . + 7 0 .7 , 10 4 .7 ’, P o s t + 9 5 .8 , 1 1 5 .9 ’, T re e 5 1 1 + 0 3 .2 , 1 3 0 .8 ’, Lig h t + 2 8 .6 , 1 1 9 .5 ’, T re e + 3 9 .5 , 1 2 7 .5 ’, T re e + 7 8 .3 , 1 5 0 .1 ’, Lig h t + 9 2 .8 , 15 1 .1 ’, P in e 5 1 2 + 10 .0 , 1 4 9 .5 ’, Lig h t + 9 9 .9 , 1 3 4 .2 ’, Lig h t 5 13 + 4 6 . 3 , 11 4 . 6 ’, Cn t r l. P n t . + 7 4 .7 , 1 5 8 .4 ’, Lig h t + 7 5 . 0 , 14 2 . 3 ’, Tr e e + 8 6 .2 , 14 5 .0 ’, P w p . + 9 7 .2 , 7 4 .9 ’, Lig h t + 7 5 . 0 , 14 2 . 3 ’, Tr e e + 8 6 .2 , 14 5 .0 ’, P w p . + 9 1.9 , 1 4 3 .8 ’, T e l. M. H . + 9 7 . 2 , 7 4 .9 ’, Lig h t 5 14 + 0 0 .6 , 1 6 3 .9 ’, T re e + 3 1. 9 , 7 3 .5 ’, Tr a f. P o le + 3 4 .4 , 116 .0 ’, Tr a f. P e d . + 3 8 .7 , 10 .0 ’, S ig n + 4 5 .2 , 13 9 .0 ’, Te l. M . H. + 4 9 .4 , 1 4 8 .5 ’, C n t r l. P n t . + 6 1.4 , 12 8 .1’, Wa t . Va l. + 8 2 .9 , 13 1 .0 ’, Tr a f. De t . L o o p + 8 3 .9 , 116 .7 ’, Tr a f. De t . L o o p + 8 5 .4 , 10 1 .7 ’, Tr a f. De t . L o o p + 8 6 . 9 , 8 6 .7 ’, Tr a f. De t . L o o p 5 15 + 2 6 .2 , 1 2 1.8 ’, S a n . M . H. + 2 9 .4 , 15 0 .1’, C u r b In l. + 4 5 .5 , 1 3 4 .0 ’, Lig h t + 4 6 . 2 , 18 5 .2 ’, S ig n + 5 5 . 1 , 17 7 . 1 ’, S p rin k le r Va l. + 6 0 .0 , 12 7 .4 ’, Tr a f. P o le + 6 2 . 2 , 17 0 .4 ’, S ig n + 7 3 .0 , 1 2 0 .3 ’, S a n . M . H. + 7 6 . 2 , 15 8 .8 ’, S ig n + 7 9 .1 , 8 8 .5 ’, C n t r l. P n t . + 8 2 .3 , 9 6 . 1 ’, S ig n + 8 7 .9 , 1 6 0 .0 ’, Lig h t + 8 9 .8 , 14 9 .7 ’, S p rin k le r Va l. + 9 8 . 8 , 12 7 . 4 ’, Tr e e 5 16 + 0 5 . 1, 12 2 . 2 ’, Tr e e + 0 5 .9 , 1 7 8 .9 ’, C a t c h B a s in + 1 0 . 3 , 12 7 . 6 ’, Tr e e + 2 0 .1, 1 4 8 .7 ’, Lig h t + 2 7 .1 , 8 1.7 ’, Lig h t + 3 3 . 0 , 13 4 . 0 ’, Tr e e + 7 9 .2 , 1 5 4 .2 ’, Lig h t + 8 4 . 2 , 13 4 . 4 ’, Tr e e 5 17 + 0 9 .2 , 7 3 .5 ’, S ig n + 3 6 .8 , 1 5 9 .5 ’, Lig h t + 9 9 .2 , 1 4 4 .8 ’, Lig h t 5 1 8 + 0 7 . 8 , 12 9 . 9 ’, P o s t + 1 4 . 4 , 13 1 . 2 ’, P o s t + 1 9 . 6 , 13 2 . 2 ’, P o s t + 2 6 . 1, 13 2 . 7 ’, P o s t + 3 2 . 1, 13 3 . 9 ’, P o s t + 4 1 . 8 , 13 2 . 4 ’, P o s t + 4 4 . 5 , 12 6 . 6 ’, P o s t + 4 6 . 7 , 12 1 . 2 ’, P o s t + 4 9 . 2 , 11 5 . 7 ’, P o s t + 4 9 .5 , 1 1 2 .4 ’, Lig h t + 7 6 .5 , 1 2 9 .5 ’, P in e + 5 4 .3 , 1 0 8 .8 ’, P in e 5 0 7 + 11 .0 , 1 2 1.3 ’, P in e 5 0 9 + 0 5 .5 , 1 18 .8 ’, P in e + 5 6 .3 , 1 2 2 .1 ’, P in e 5 0 8 + 0 7 .0 , 1 0 9 .3 ’, P in e 5 1 0 + 9 6 .1 , 1 2 3 .8 ’, P in e 5 1 2 + 0 4 .8 , 1 3 0 .0 ’, P in e + 6 1. 1 , 12 9 .1 ’, P in e + 9 0 .2 , 118 .4 ’, B u s h + 9 1. 2 , 8 1.8 ’, Lig h t + 9 1. 8 , 14 4 . 9 ’, P in e + 9 4 . 0 , 12 2 . 8 ’, Bu s h + 9 4 .6 , 14 8 .1 ’, P in e + 9 5 .2 , 12 6 .2 ’, B u s h + 9 5 . 7 , 13 3 . 0 ’, B u s h + 9 6 . 8 , 12 0 . 5 ’, Bu s h + 9 5 . 2 , 12 6 . 2 ’, Bu s h + 9 5 . 7 , 13 3 . 0 ’, Bu s h + 9 6 .8 , 12 0 .5 ’, Bu s h 5 14 + 0 2 .2 , 15 3 .1’, P in e + 0 5 .4 , 12 7 .0 ’, B u s h + 0 6 .1, 13 7 .5 ’, B u s h + 0 7 .5 , 14 0 .3 ’, B u s h + 0 8 .8 , 13 2 .1 ’, B u s h + 10 .7 , 15 2 .9 ’, P in e + 2 2 .8 , 15 9 .4 ’, B u s h + 3 5 .7 , 15 0 .0 ’, P in e + 3 8 .7 , 16 8 .7 ’, B u s h + 3 8 .8 , 17 1.3 ’, B u s h + 4 0 .4 , 8 1.8 ’, Tra f. P o le + 4 0 .8 , 17 1.7 ’, B u s h + 4 4 .9 , 0 .1’, C n t rl. P n t . + 4 9 .7 , 1 7 9 .3 ’, B u s h + 4 9 .8 , 1 8 7 .7 ’, B u s h + 4 9 .9 , 1 8 3 .8 ’, Bu s h + 6 1.1, 19 7 .4 ’, P in e + 7 1.7 , 17 0 .9 ’, Tre e + 7 2 .8 , 18 3 .4 ’, Bus h + 7 8 .9 , 18 3 .5 ’, Bus h + 7 9 .5 , 19 2 .2 ’, Bu s h + 8 0 .4 , 9 7 .0 ’, Cn t rl. P n t . + 8 4 .9 , 18 3 .9 ’, Lig h t + 9 4 .0 , 12 2 .8 ’, Bu s h + 9 4 .6 , 14 8 .1’, P in e + 6 1.1, 12 9 .1’, P in e 5 15 + 6 5 .3 , 11.8 ’, S ig n + 6 8 .8 , 7 8 .6 ’, S ig n + 7 6 .3 , 7 5 .2 ’, Tra f. P o le + 8 3 .5 , 19 0 .3 ’, P in e + 9 0 .2 , 1 6 6 .9 ’, Lig h t 5 16 + 12 .6 , 17 3 .1’, P in e + 3 2 .2 , 14 7 .2 ’, P in e + 4 5 .9 , 12 8 .0 ’, Tre e + 8 6 .3 , 9 2 .9 ’, P in e 5 1 7 + 10 .3 , 1.9 ’, S ig n P.I. Sta. 109+33.03 "COL-E" = 4 59’ 05" Rt. T = 829.01’ L = 1,656.98’ R = 19,046.18’ E = 18.03’ S.E. = N.C. P.I. Sta. 118+13.78 "COL-E" = 55 39’ 13" Rt. T = 52.78’ L = 97.13’ R = 100’ E = 13.08’ S.E. = N.C. P.C. 118+58.13 "COL-E" P.T. 117+61.00 "COL-E" Str. No. 321 Str. No. 322 Str. No. 325 Str. No. 324 Str. No. 323 Str. No. 326 Str. No. 327 Str. No. 328 Str. No. 329 CURVE DATA P.I. Sta. 505+09.42 "E" = 5 36’ 57" Rt. T = 936.711’ L = 1,871.92’ R = 19,098.59’ E = 22.96’ S.E. = N.C. Str. No. 503Str. No. 623 3 1 9 8 2 8 . 3 7 VC S W WV WV WV T T T T GV HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 15PLAN & PROFILE CITY OF CARMEL 1" = 40’ 1" = 10’ JSB JSB ELS 07-08C-1 51 09-26-08 800 810 820 830 840 850 800 810 820 830 840 850 SEC. 31, T 18 N, R 4 E HAMILTON COUNTY Keystone Parkway Keystone Parkway Line "E" Line "COL-E" Lin e "S - 1 6 - E " E a s t C a r m e l D r i v e Ex. R/W Ex. Easement Ex. R/W Ex. R/W Ex. R/W Ex. R/W Ex. R/W Ex. R/ W Ex. R/ W Ex. Easement Ex. Easement Ex. Easement Ex. Easement LOT 31 LOT 32 LOT 58 LOT 46 Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits +50 "COL-E"+87 "C O L-E" + 5 0 "CO L- E" + 0 0 " C O L- E " + 87 "COL-E", 18’ RT +00 "CO L-E", 20’ RT B.M. #22 - Chiseled "X" on North Bolt of Fire Hyd. Top Flange @ N.W. Cor. of E. Carmel Dr. & Horsehoe Ln. Sta. 516+31.31 "E", 881.68’ Rt. Elev. 819.67 B.M. #21 - Chiseled "X" on West most Bolt of on Traffic Signal Support on S.E. Cor. of Carmel Dr. & Keystone Sta. 514+40.28 "E", 81.08’ Rt. Elev. 827.36 B.M. #23 - Chiseled "X" on S.W. Bolt of Fire Hyd. Top Flange, Approx. 500’ W. of Keystone Ave. on N. Side of Carmel Dr. Sta. 514+73.75 "E", 800.33’ Lt. Elev. 834.07 All R/W described from Line "E" except as Noted. All Topographic infromation described from Line "E" except as Noted. 95’ R/W R/W R/W R/W 115 END CONSTRUCTION STA. 117+05.00 LINE "COL-E" + 8 5 " C O L- W", 2 0 ’ L T +98 "E", 2’ LT +07 "COL-W", 20’ LT + 07 "C O L- W " +50 "COL-W"+ 50 " C O L- W"+ 0 0 "COL-W" + 00 "C O L-W ", 20’ LT +75 "COL-W ", 23’ LT R/ W +90.5 "E" + 5 0 " E", 7’ LT 510 515 S S S 12 " RC P 2 4" RCP 12 " RCP 12" R CP 12 " VC P 18" VCP 18 " RC P 15" RCP 24" RCP 36" CMP Ex. Conc. Ditch 10" VCP (San)10" VCP (San) S S 15" VCP Parking Lot (Bit. Mat.) (Grass) (Grass) (Grass) (Grass) 1-Sty. Comm. Bldg. (Grass) (Grass) Parking Lot (Bit. Mat.) (Grass) (Conc) (Bit. Mat.) (Bit. Mat.) (Grass) (Grass) (Grass) ( Gr a s s ) ( B i t . Ma t . ) ( C- S t n (Grass) (Conc.) (Grass) (Grass) (Grass) (Grass) (Grass) ( Gr a s s ) ( B i t . Ma t . ) ( C- S t n (Grass) RT RT RT RT RT 20" Gas (Abandoned) WV P.V.I. STA. 115+00.00 P.V.I. ELEV. 826.01 100.00’ V.C. P.V.I. STA. 112+50.00 P.V.I. ELEV. 820.61 240.00’ V.C. -0.67% +2.16% +0.56% M.H. 111+87 STR. No. 420 M.H. 116+00 STR. No. 423 36" Pipe 812.98 15" Pipe 816.35 12" Pipe 822.17 812.98 407’ of 12" Pipe @ +1.31 % 229’ of 36" Pipe @ +1.35 % 816.83 822.15 END CONSTRUCTION Sta. 117+05.00 "COL-E" P.G. ELEV. 827.16 Existing Grade Along Line "COL-E" Profile Grade 8 2 4 .5 8 2 4 .7 8 2 5 .0 8 2 5 .2 8 2 5 .5 8 2 5 .8 8 2 6 .1 8 2 6 .4 8 2 6 .6 8 2 6 .8 8 2 7 .0 8 2 7 .4 8 2 7 .7 8 2 7 .8 8 2 7 .7 8 2 6 .9 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 8 2 1 . 9 5 8 2 1 . 6 2 8 2 1 . 3 0 8 2 1 . 2 4 8 2 1 . 4 6 8 2 1 . 9 8 8 2 2 .7 9 8 2 3 .8 5 8 2 4 .9 3 8 2 5 .8 1 8 2 6 .2 9 8 2 6 .5 7 8 2 6 .8 5 8 2 7 .13 vsantoro 4:25:33 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.PP04.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G VMS P.I. 101+93.65 "COL-W" P.C.C. 103+09.06 "COL-W" P.I. 104+29.58 "COL-W" P.C.C. 105+50.09 "COL-W" P.I. 100+41.25 "COL-W" P.R.C. 100+78.24 "COL-W" CITY OF CARMEL G & T COMPANY SDMBR, LLC. MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY MA P LE S O F C A R MEL H O R IZ O N T A L P R O P E R T Y M A P L E S O F C A R M E L H O RI Z O N T A L P R O P E R T Y M A P L E S O F C A R M E L H O RI Z O N T A L P R O P E R T Y M A P L E S O F C A R M E L H O R I Z O N T A L P R O P E R T Y M A P L E S O F C A R M E L H O R I Z O N T A L P R O P E R T Y M A P L E S O F C A R M E L H O R I Z O N T A L P R O P E R T Y M A P L E S O F C A R M E L H O R I Z O N T A L P R O P E R T Y MAPLES OF CARMEL HORIZONTAL PROPERTY CITY OF CARMEL LINE "COL-W" N 45 11’ 14" E N 0 21’ 25" E N 1 02’ 49" E N 3 53’ 59" E N 4 37’ 18" E N 1 46’ 01" E Str. No. 310 Str. No. 311 Str. No. 313 Str. No. 312 Str. No. 314 Str. No. 315 CURVE DATA CURVE DATA CURVE DATA Str. No. 319 CURVE DATA P.I. Sta. 100+41.25 "COL-W" = 44 49’ 49" Lt. T = 41.25’ L = 78.24’ R = 100.00’ E = 8.17’ S.E. = Str. No. 6 Str. No. 5 + 5 1 . 4 , 9 3 .3 ’, Lig h t + 6 3 .6 , 1 9 5 .2 ’, P in e + 6 4 .7 , 1 7 1 .1 ’, P w p . + 7 0 .7 , 1 9 6 .4 ’, E le c . Me t . B o x + 8 7 .6 , 1 4 0 .7 ’, C u rb In l. + 8 7 .7 , 1 9 9 .0 ’, C u rb In l. + 8 7 .8 , 1 7 1.7 ’, C u rb In l. + 9 0 .1 , 7 7 .1’, S t o rm M.H . + 0 6 .1, 1 7 . 2 ’, Tr a f. D e t . Lo o p + 2 1.2 , 1 7 . 2 ’, Tr a f. D e t . Lo o p + 2 3 .0 , 16 2 .6 ’, Ga s M kr . + 2 5 .1 , 1 0 4 .6 ’, C n t rl. P n t . + 3 5 .5 , 1 6 . 8 ’, Tr a f. D e t . Lo o p + 3 7 . 3 , 13 4 . 7 ’, Ga s Va l. + 3 7 .9 , 13 1. 2 ’, Ga s Va l. + 3 7 .9 , 13 2 .2 ’, Ga s M kr . + 3 8 .1, 13 5 .4 ’, Ga s M kr . + 3 8 . 3 , 13 7 . 4 ’, Ga s Va l. + 4 2 .4 , 1 6 1.1’, T re e + 7 0 .5 , 1 3 9 .0 ’, Lig h t + 9 4 .1 , 1 15 .5 ’, P in e + 9 8 .5 , 9 4 . 5 ’, R / W M kr . + 6 7 .4 , 1 4 7 .7 ’, T e l. M.H . + 7 0 .3 , 16 2 .5 ’, S ig n + 7 2 .7 , 0 .0 ’, C n t rl. P n t . + 8 6 .2 , 1 0 3 .7 ’, Lig h t + 8 6 .2 , 1 0 3 .7 ’, Lig h t + 8 9 . 8 , 19 5 . 4 ’, R / W M kr . + 9 0 .1, 9 4 . 9 ’, Tr a f. P o le + 9 1.0 , 1 7 . 2 ’, Tr a f. D e t . Lo o p + 9 1 .8 , 1 9 9 .5 ’, P w p . 4 9 6 + 0 1 .1 , 1 9 7 .9 ’, G u y Wir e 4 9 5 + 6 0 .1 , 7 9 .1’, S t o rm M.H . + 6 5 .5 , 1 7 0 .0 ’, C u rb In l. + 6 5 .7 , 1 3 4 .9 ’, C u rb In l. 4 9 7 + 1 8 . 8 , 1.8 ’, S ig n + 2 0 .3 , 7 4 .9 ’, S ig n + 2 2 .2 , 1 17 .2 ’, P in e + 2 8 .5 , 1 18 .2 ’, P in e + 3 9 .4 , 1 17 .4 ’, P in e + 5 2 .4 , 1 17 .0 ’, P in e + 6 6 .3 , 1 15 .8 ’, P in e + 7 6 .3 , 1 12 .0 ’, P in e + 8 4 .6 , 9 6 . 2 ’, Te l. P e d . + 9 7 .4 , 1 10 .6 ’, B u s h + 9 7 .8 , 1 0 8 .2 ’, B u s h + 9 7 .9 , 1 0 2 .2 ’, B u s h + 9 8 .0 , 1 0 5 .2 ’, B u s h + 9 8 .2 , 9 9 .3 ’, B u s h + 9 8 .6 , 9 6 .2 ’, B u s h + 9 8 .8 , 9 3 .5 ’, B u s h 4 9 8 + 0 5 .3 , 9 2 .4 ’, B u s h + 0 6 .1 , 1 0 4 .2 ’, B u s h + 0 6 .1 , 1 11.3 ’, B u s h + 0 6 .3 , 1 0 7 .0 ’, B u s h + 0 6 .3 , 9 8 .6 ’, B u s h + 0 6 .5 , 9 5 .4 ’, B u s h + 0 6 .5 , 1 10 .0 ’, B u s h + 0 6 .5 , 1 0 1.4 ’, B u s h + 0 9 .4 , 1 11.0 ’, B u s h + 1 3 .7 , 1 1 0 .5 ’, P in e + 2 8 .4 , 1 2 2 .7 ’, P in e + 4 0 .5 , 1 2 4 .2 ’, P in e + 5 8 . 2 , 6 .4 ’, T ra f. M .H. 4 9 9 + 8 7 .3 , 9 2 .8 ’, T re e + 9 5 .4 , 8 6 .0 ’, Iro n P in F n d . 5 0 0 + 0 0 .5 , 9 2 .2 ’, T re e + 0 9 .8 , 8 6 .0 ’, Iro n P in F n d . + 0 9 .9 , 8 6 .4 ’, Iro n P in F n d . + 16 .0 , 9 2 .0 ’, T re e 5 0 1 + 0 0 .2 , 1 0 8 .7 ’, Wa t . Va l. + 3 9 .2 , 9 2 . 2 ’, Ga s Va l. + 4 6 .8 , 8 7 .7 ’, Iro n P in F n d . + 4 8 .7 , 9 2 .6 ’, T re e + 6 1 .3 , 9 4 .6 ’, T re e + 8 6 .9 , 1 0 4 .5 ’, Wa t . Va l. 5 0 3 + 0 1 .1 , 9 6 .4 ’, T re e + 15 .6 , 9 6 .9 ’, T re e + 3 3 .2 , 9 7 .8 ’, T re e + 9 5 .4 , 9 2 .6 ’, Iro n P in F n d . 5 0 4 + 1 5 .1, 12 2 .4 ’, P K N a il F n d . + 9 6 .6 , 1 16 .1’, T re e 5 0 5 + 10 .4 , 1 2 0 .3 ’, T re e + 2 3 .3 , 1 2 7 .2 ’, T re e 5 0 6 + 0 0 .5 , 1 4 8 .9 ’, C n t rl. P n t . + 5 6 .6 , 1 4 5 .3 ’, P in e + 9 4 . 8 , 16 4 . 3 ’, S p r in kle r Va l. + 8 9 .9 , 8 8 .1’, Tr a f. P o le + 7 8 . 7 , 14 7 . 9 ’, S t o rm M. H . + 6 8 . 1, 9 3 .6 ’, Tr a f . De t . Lo o p + 6 6 . 2 , 10 9 . 0 ’, Tr a f. D e t . Lo o p + 6 5 . 5 , 13 8 . 4 ’, Tr a f. D e t . Lo o p + 6 5 . 0 , 12 3 . 2 ’, Tr a f. D e t . Lo o p + 5 4 . 8 , 13 8 . 2 ’, Tr a f. D e t . Lo o p + 5 4 . 8 , 9 3 .0 ’, Tr a f. De t . L o o p + 5 2 . 8 , 10 7 . 5 ’, Tr a f. D e t . Lo o p + 5 3 . 3 , 12 2 . 0 ’, Tr a f. D e t . Lo o p + 3 2 . 7 , 9 3 .0 ’, Tr a f. De t . L o o p + 4 2 . 2 , 12 3 . 1 ’, Tr a f. D e t . Lo o p + 4 3 . 3 , 10 7 . 6 ’, Tr a f. D e t . Lo o p + 4 4 . 0 , 9 2 .2 ’, Tr a f. De t . L o o p + 4 4 . 0 , 13 7 . 2 ’, Tr a f. D e t . Lo o p + 3 2 . 2 , 13 7 . 6 ’, Tr a f. D e t . Lo o p + 3 2 . 3 , 12 3 . 6 ’, Tr a f. D e t . Lo o p + 8 2 . 4 , 17 8 . 2 ’, C o m b . P o le 4 9 5 + 3 0 .8 , 10 8 .2 ’, Tr a f. D e t . Lo o p + 8 1 . 2 , 15 9 . 0 ’, Gu y Wire + 7 8 . 2 , 14 3 . 8 ’, P in e + 7 8 . 4 , 15 0 . 0 ’, P in e + 7 5 . 9 , 1.4 ’, S ig n + 7 7 . 3 , 19 .5 ’, Tr a f . De t . Lo o p + 7 3 . 6 , 8 6 .0 ’, Tr a f. P o le + 7 0 . 7 , 17 8 . 2 ’, E le c . M e t . B o x + 6 1 . 3 , 13 9 . 6 ’, B u s h + 6 2 . 2 , 19 .6 ’, Tr a f . De t . Lo o p + 6 8 . 9 , 9 2 .3 ’, Lig h t + 5 6 . 2 , 11 0 . 7 ’, Lig h t + 5 7 . 3 , 14 4 . 5 ’, B u s h 4 9 6 + 3 6 .8 , 14 4 .4 ’, Lig h t + 3 6 . 8 , 14 4 . 4 ’, Lig h t + 4 0 . 5 , 14 3 . 8 ’, C u r b In l. + 5 3 . 8 , 11 3 . 7 ’, Tr e e + 6 0 . 0 , 19 3 . 3 ’, C n t r l. P n t . + 6 4 . 5 , 11 6 . 6 ’, S p rin kle r Va l. + 9 8 . 3 , 0 .2 ’, B e e H iv e In l. + 9 8 . 1, 8 0 .0 ’, B e e H ive In l. 4 9 9 + 1 4 . 4 , 8 6 .3 ’, Tr e e + 2 4 .1, 8 9 .2 ’, Iro n P in F n d . + 2 4 .7 , 10 1.5 ’, Wa t . Va l. 4 9 8 + 2 2 . 3 , 10 2 . 5 ’, Fir e H y d . 4 9 7 + 6 4 .1 , 12 0 .8 ’, C u rb In l. + 9 9 .8 , 8 9 .2 ’, Tre e 5 0 1+ 0 8 . 3 , 8 6 .0 ’, Tr e e + 3 6 . 3 , 12 0 . 8 ’, Te l. P e d . + 3 8 . 0 , 11 8 . 6 ’, Te l. P e d . 5 0 0 + 1 2 . 7 , 8 4 .9 ’, Tr e e 5 0 2 + 1 7 . 5 , 8 5 .4 ’, Tr e e + 2 0 . 1, 6 8 .1 ’, Te m p . B.M . 5 0 2 + 17 .5 , 8 5 .4 ’, Tre e + 2 0 .1, 6 8 .1’, Te m p . B.M. + 3 0 .9 , 12 4 .0 ’, M.H. + 8 2 . 9 , 12 4 . 3 ’, Te l. P e d . + 9 1 . 3 , 8 5 .9 ’, Tr e e 5 0 4 + 11 .4 , 9 1.2 ’, T r e e 5 0 5 + 18 .6 , 7 5 .8 ’, T re e + 2 8 .2 , 7 6 .6 ’, T re e + 3 2 .7 , 7 6 .4 ’, T re e + 9 8 .4 , 1 0 5 .5 ’, Tre e 5 0 6 + 4 0 .6 , 1 2 4 .8 ’, B u s h + 4 3 .5 , 1 2 0 .6 ’, B u s h + 4 9 .5 , 1 10 .8 ’, B u s h + 5 7 .9 , 1 0 2 .0 ’, B u s h P.I. Sta. 111+13.16 "COL-W" = 3 22’ 06" Rt. T = 563.07’ L = 1,125.82’ R = 19,151.01’ E = 8.28’ S.E. = N.C. P.I. Sta. 104+29.58 "COL-W" = 0 43’ 18" Rt. T = 120.52’ L = 241.03’ R = 19,133.37’ E = 0.38’ S.E. = N.C. P.I. Sta. 101+93.65 "COL-W" = 0 41’ 24" Rt. T = 115.41’ L = 230.81’ R = 19,163.01’ E = 0.35’ S.E. = N.C. P.C. 100+00 "COL-W" = O.P.O.C. 496+24.80 "E" 93.63’ LT Str. No. 410 Str. No. 411 Str. No. 412 Str. No. 413 Str. No. 415 Str. No. 416 Str. No. 417 Str. No. 418 Str. No. 414 Str. No. 316 Str. No. 317 Str. No. 318 Str. No. 501 Str. No. 502 Str. No. 620 Str. No. 320 Str. No. 621Str. No. 622 I III I I P VC S VC S WV WV WV T TT T GV Ex. 24" San Pipe 797.67 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 16PLAN & PROFILE CITY OF CARMEL 1" = 40’ 1" = 10’ JSB JSB ELS 07-08C-1 51 09-26-08 790 800 810 820 830 840 850 790 800 810 820 830 840 850 SEC. 31, T 18 N, R 4 E HAMILTON COUNTY BEGIN CONSTRUCTION STA. 100+89.00 LINE "COL-W" Keystone Parkway Keystone Parkway Line "E" L in e "S - 6 - E " A p p . S e c t io n Lin e 1 1 6 t h S t r e e t Ex. R/ W Ex. Easement Ex. Easement Ex. R/W Ex. Easement Ex. Easement Ex. R/W LOT 31 Ex. R/W E x. R / W E x . R / W Ex. R/W Ex . R/ W Ex. R/W Ex. R/W Line "COL W" Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. LimitsConstr. Limits Constr. Limits 226’ Guardrail @ 6’-3" Spacing Req’d Lt. 110+00 + 91 "COL- W" + 91 "COL-W", 18 ’ LT +8 0 "CO L-W ", 20 ’ LT + 0 0 "COL-W", 2 0’ LT+ 30 "C OL-W" + 8 0 "COL-W"+30 "COL-W" +51 "E" +33 "E" NOTE: Topo Notes are taken from Line "E" All R/W described from Line "E" except as Noted. All Topographic infromation described from Line "E" except as Noted. B.M. #20 - Chiseled on Conc. Hdwl. for 12" RCP Approx. 800’ N. of 116th St. on E. Side of Keystone, Sta. 502+20.13 "E", 68.13’ Rt. Elev. 819.12 100 105 110 + 00 "COL- E", 20 ’ RT + 0 0 "COL- E" + 84 "COL-E" + 34 "COL-E" + 3 4 " C O L- E", 2 0’ R T + 0 0 " C O L- E " + 50 "COL- E", 2 0’ RT + 5 0 " C O L- E", 2 0’ R T + 0 0 " COL- E", 20’ RT + 51 " COL- W", 20’ L T +51 "COL- W", 36’ LT +51 "COL- W" R/ W 110’ R/W R/W + 5 0 "E " + 50 "E"+2 8 "E " + 16 "E" +00 "E", 7’ LT +00 "COL-W", 52’ RT 405 500 505 S S S 2 4" RCP 24" RCP 72" CMP Ex. Conc. Ditch 12" RCP 15 " RCP 1 2 " R CP 12" RCP 15" RCP 60" RCP 6 0 " R C P 24" RCP 4 8 " R C P 1 2" R C P 12" RCP Ex. Conc. Ditch 6 " CMP 24" RCP 24" RCP 18 " R C P 18 " RC P 15 " RC P 18 " RC P 18 " R C P R C P 24" RCP 3 6 " CMP D D D D D S S 21" RCP12" RCP 12 " RCP 15" RCP 1 2 " R CP 15" RCP12" RCP1 2 " R C P 12" RCP 18 " RC P 1 8 " R CP ( S a n ) 1 8 " R C P ( S a n ) 1 8 " R C P ( S a n ) T R ( Gr a s s ) Ma t . ) ( Gr a s s ) (Rip Rap) P a r k in ( B it ( Gr a s s ) (Grass) (Grass) (Grass) (Lawn) Parking Lot (Bit. Mat.) (Grass) (Grass) (Grass) (Bit. Mat.) (Bit. Mat.) (Bit. Mat.) (Wooded) ( Gr a s s ) Ma t . ) ( Gr a s s ) (Rip Rap) P a r k in ( B it ( Gr a s s ) RT RT RT T GVGVGV P.V.I. STA. 102+50.00 P.V.I. ELEV. 819.54 200.00’ V.C. P.V.I. STA. 109+00.00 P.V.I. ELEV. 823.12 400.00’ V.C. -1.02%+0.55% + 2 0 +50 816.77 +00 819.96 +50 843.24 +35 844.22 M.H. 102+80 STR. No. 314 M.H. 105+50 STR. No. 318 M.H. 107+00 STR. No. 319 12" Pipe 816.61 30" Pipe 810.85 15" Pipe 815.03 12" Pipe 816.62 36" Pipe 809.44 810.85 810.47 809.97 809.44 184’ of 30" Pipe @ -0.21 %266’ of 36" Pipe @ -0.15 %143’ of 36" Pipe @ -0.10 % + 3 5 + 3 5 -0.91% -3.00% -6 .53% BEGIN CONSTRUCTION 100+89.00 "COL-E" P.G. ELEV. 821.19 M.H. 100+91 STR. No. 311 809.58809.58 Precast Concrete Box Culvert 505+32 "E" STR. No. 6 Existing Grade Along Line "COL-W" Profile Special Ditch Lt. (Plotted 15’ Above Datum) Profile Grade 225’ Guardrail @ 6’-3" Spacing Req’d Lt. + 5 0 + 3 543 Syd. Ditch Sodding Req’d 145 Tons Revetment Riprap & 253 Sys. Geotextiles Req’d Lt. 8 2 0 .2 8 18 .5 8 19 .2 8 19 .5 8 19 .8 8 2 0 .0 8 2 0 .2 8 2 0 .7 8 2 1 .0 8 2 1 .3 8 2 1 .7 8 2 2 .1 8 2 2 .3 8 2 2 .6 8 2 2 .9 8 2 3 .1 8 2 3 .4 8 2 3 .6 8 2 3 .8 8 2 4 .1 8 2 4 .3 8 2 4 .6 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 8 2 1 . 0 7 8 2 0 .5 6 8 2 0 .15 8 1 9 . 9 4 8 1 9 . 9 2 8 2 0 .0 9 8 2 0 .3 7 8 2 0 .6 4 8 2 0 .9 2 8 2 1 . 1 9 8 2 1 . 4 7 8 2 1 . 7 4 8 2 2 .0 2 8 2 2 .2 5 8 2 2 .4 0 8 2 2 .4 7 8 2 2 .4 5 8 2 2 .3 5 8 2 2 .16 vsantoro 4:25:51 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.PP05.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G VMS MCDONALD’S CORPORATION P.O.T. 515+01.48 "E" = P.O.T. 50+00.00 "S-16-E" P.I. 111+13.16 "COL-W" +41 129’ P.T. 1117+88.21 "COL-W" P.I. 117+33.58 "COL-W" MERCHANTS 450, LLC. OSBORNE CARMEL CENTER, LLC. ROIF, INC. LINE "COL-W" Str. No. 6 Str. No. 5 CURVE DATA CURVE DATA Str. No. 323 Str. No. 325 Str. No. 324 Str. No. 326 Str. No. 327 Str. No. 328 + 7 5 . 0 , 14 2 . 3 ’, Tr e e + 8 6 .2 , 14 5 .0 ’, P wp . + 9 1.9 , 14 3 .8 ’, Te l. M.H . + 9 7 .2 , 7 4 .9 ’, Lig h t 5 14 + 0 0 .6 , 1 6 3 .9 ’, Tre e + 3 1.9 , 7 3 .5 ’, Tr a f. P o le + 3 4 .4 , 116 .0 ’, Tr a f. P e d . + 3 8 .7 , 10 .0 ’, S ig n + 4 5 .2 , 13 9 .0 ’, Te l. M. H. + 4 9 .4 , 1 4 8 .5 ’, C n t r l. P n t . + 6 1.4 , 12 8 .1’, Wa t . Va l. + 8 2 . 9 , 13 1.0 ’, Tr a f. D e t . Lo o p + 8 3 . 9 , 116 .7 ’, Tr a f. D e t . Lo o p + 8 5 . 4 , 10 1.7 ’, Tr a f. D e t . Lo o p + 8 6 .9 , 8 6 .7 ’, Tr a f. D e t . Lo o p 5 1 5 + 2 6 .2 , 12 1 .8 ’, Sa n . M.H . + 2 9 .4 , 1 5 0 .1’, C u rb Inl. + 4 5 .5 , 13 4 .0 ’, Lig h t + 4 6 .2 , 18 5 .2 ’, S ig n + 5 5 .1, 17 7 .1’, S p r in kle r Va l. + 6 0 .0 , 12 7 .4 ’, Tra f. P o le + 6 2 .2 , 17 0 .4 ’, S ig n + 7 3 .0 , 12 0 .3 ’, S a n . M.H . + 7 6 .2 , 15 8 .8 ’, S ig n + 7 9 .1, 8 8 .5 ’, C n t rl. P n t . + 8 2 .3 , 9 6 .1’, S ig n + 8 7 .9 , 16 0 .0 ’, Lig h t + 8 9 .8 , 14 9 .7 ’, S p r in kle r Va l. + 9 8 .8 , 12 7 .4 ’, Tre e 5 16 + 0 5 .1, 12 2 .2 ’, Tre e + 0 5 .9 , 17 8 .9 ’, Ca t c h B a s in + 10 .3 , 12 7 .6 ’, Tre e + 2 0 . 1, 14 8 .7 ’, Lig h t + 2 7 .1, 8 1.7 ’, Lig h t + 3 3 .0 , 13 4 .0 ’, Tre e + 7 9 . 2 , 15 4 . 2 ’, Lig h t + 8 4 .2 , 13 4 .4 ’, Tr e e 5 15 + 6 5 . 3 , 11.8 ’, S ig n + 6 8 . 8 , 7 8 .6 ’, Sig n + 7 6 .3 , 7 5 .2 ’, Tra f. P o le + 8 3 .5 , 19 0 .3 ’, P in e + 9 0 .2 , 16 6 .9 ’, Lig h t 5 1 6 + 12 .6 , 17 3 .1 ’, P in e + 3 2 .2 , 14 7 .2 ’, P in e + 4 5 .9 , 12 8 .0 ’, Tre e 5 15 + 6 5 . 3 , 11.8 ’, S ig n + 6 8 . 8 , 7 8 .6 ’, Sig n + 7 6 .3 , 7 5 .2 ’, Tra f. P o le + 8 3 .5 , 19 0 .3 ’, P in e + 9 0 .2 , 16 6 .9 ’, Lig h t 5 1 6 + 12 .6 , 17 3 .1 ’, P in e + 3 2 .2 , 14 7 .2 ’, P in e + 4 5 .9 , 12 8 .0 ’, Tre e + 6 1.1, 1 2 9 .1’, P in e + 9 0 .2 , 1 18 . 4 ’, Bu s h + 9 1.2 , 8 1.8 ’, Lig h t + 9 1.8 , 14 4 .9 ’, P in e + 9 4 . 0 , 12 2 . 8 ’, Bu s h + 9 4 .6 , 1 4 8 .1’, P in e + 9 5 .2 , 1 2 6 .2 ’, B u s h + 9 5 .7 , 13 3 .0 ’, B u s h + 9 6 . 8 , 12 0 . 5 ’, Bu s h + 9 5 .2 , 12 6 .2 ’, B u s h + 9 5 .7 , 13 3 .0 ’, B u s h + 9 6 .8 , 12 0 .5 ’, B u s h 5 1 4 + 0 2 .2 , 15 3 .1 ’, P in e + 0 5 .4 , 12 7 .0 ’, B u s h + 0 6 .1 , 13 7 .5 ’, B u s h + 0 7 .5 , 14 0 .3 ’, B u s h + 0 8 .8 , 13 2 .1’, B u s h + 10 .7 , 15 2 .9 ’, P in e + 2 2 .8 , 15 9 .4 ’, B u s h + 3 5 .7 , 15 0 .0 ’, P in e + 3 8 .7 , 16 8 .7 ’, B u s h + 3 8 .8 , 17 1.3 ’, B u s h + 4 0 .4 , 8 1.8 ’, Tra f. P o le + 4 0 .8 , 1 7 1.7 ’, Bu s h + 4 4 .9 , 0 .1’, C n t rl. P n t . + 4 9 .7 , 1 7 9 .3 ’, B u s h + 4 9 .8 , 1 8 7 .7 ’, B u s h + 4 9 .9 , 1 8 3 .8 ’, Bu s h + 6 1.1, 19 7 .4 ’, P in e + 7 1.7 , 17 0 .9 ’, Tre e + 7 2 .8 , 18 3 .4 ’, Bu s h + 7 8 .9 , 18 3 .5 ’, Bu s h + 7 9 .5 , 19 2 .2 ’, Bus h + 8 0 .4 , 9 7 . 0 ’, Cn t rl. P n t . + 8 4 .9 , 18 3 .9 ’, Lig h t + 9 4 .0 , 12 2 .8 ’, B u s h + 9 4 .6 , 14 8 .1 ’, P in e + 6 1 .1 , 12 9 .1’, P in e + 6 1.1, 1 2 9 .1’, P in e + 9 0 .2 , 1 18 . 4 ’, Bu s h + 9 1.2 , 8 1.8 ’, Lig h t + 9 1.8 , 14 4 .9 ’, P in e + 9 4 . 0 , 12 2 . 8 ’, Bu s h + 9 4 .6 , 1 4 8 .1’, P in e + 9 5 .2 , 1 2 6 .2 ’, B u s h + 9 5 .7 , 13 3 .0 ’, B u s h + 9 6 . 8 , 12 0 . 5 ’, Bu s h + 9 5 .2 , 12 6 .2 ’, B u s h + 9 5 .7 , 13 3 .0 ’, B u s h + 9 6 .8 , 12 0 .5 ’, B u s h 5 1 4 + 0 2 .2 , 15 3 .1 ’, P in e + 0 5 .4 , 12 7 .0 ’, B u s h + 0 6 .1 , 13 7 .5 ’, B u s h + 0 7 .5 , 14 0 .3 ’, B u s h + 0 8 .8 , 13 2 .1’, B u s h + 10 .7 , 15 2 .9 ’, P in e + 2 2 .8 , 15 9 .4 ’, B u s h + 3 5 .7 , 15 0 .0 ’, P in e + 3 8 .7 , 16 8 .7 ’, B u s h + 3 8 .8 , 17 1.3 ’, B u s h + 4 0 .4 , 8 1.8 ’, Tra f. P o le + 4 0 .8 , 1 7 1.7 ’, Bu s h + 4 4 .9 , 0 .1’, C n t rl. P n t . + 4 9 .7 , 1 7 9 .3 ’, B u s h + 4 9 .8 , 1 8 7 .7 ’, B u s h + 4 9 .9 , 1 8 3 .8 ’, Bu s h + 6 1.1, 19 7 .4 ’, P in e + 7 1.7 , 17 0 .9 ’, Tre e + 7 2 .8 , 18 3 .4 ’, Bu s h + 7 8 .9 , 18 3 .5 ’, Bu s h + 7 9 .5 , 19 2 .2 ’, Bus h + 8 0 .4 , 9 7 . 0 ’, Cn t rl. P n t . + 8 4 .9 , 18 3 .9 ’, Lig h t + 9 4 .0 , 12 2 .8 ’, B u s h + 9 4 .6 , 14 8 .1 ’, P in e + 6 1 .1 , 12 9 .1’, P in e 5 12 + 0 4 .8 , 13 0 .0 ’, P in e 5 12 + 0 4 .8 , 13 0 .0 ’, P in e 5 1 0 + 9 6 .1, 12 3 .8 ’, P in e 5 1 0 + 9 6 .1, 12 3 .8 ’, P in e + 7 6 .5 , 12 9 .5 ’, P in e + 5 4 .3 , 10 8 .8 ’, P in e 5 0 7 + 11.0 , 12 1 .3 ’, P in e 5 0 9 + 0 5 .5 , 1 18 .8 ’, P in e + 5 6 .3 , 12 2 .1’, P in e 5 0 8 + 0 7 .0 , 10 9 .3 ’, P in e + 7 6 .5 , 12 9 .5 ’, P in e + 5 4 .3 , 10 8 .8 ’, P in e 5 0 7 + 11.0 , 12 1 .3 ’, P in e 5 0 9 + 0 5 .5 , 1 18 .8 ’, P in e + 5 6 .3 , 12 2 .1’, P in e 5 0 8 + 0 7 .0 , 10 9 .3 ’, P in e P.I. Sta. 111+13.16 "COL-W" = 3 22’ 06" Rt. T = 563.07’ L = 1,125.82’ R = 19,151.01’ E = 8.28’ S.E. = N.C. P.I. Sta. 117+33.58 "COL-W" = 32 10’ 16" Lt. T = 57.67’ L = 112.30’ R = 200.00’ E = 8.15’ S.E. = N.C. + 5 6 .6 , 14 5 .3 ’, P in e + 9 6 .6 , 11 6 .1’, Tr e e 5 0 5 + 10 .4 , 12 0 .3 ’, Tre e + 2 3 .3 , 12 7 .2 ’, Tre e 5 0 6 + 0 0 .5 , 14 8 .9 ’, Cn t r l. P n t . + 4 3 .5 , 1 2 0 .6 ’, B u s h + 4 9 .5 , 110 .8 ’, B u s h + 5 7 .9 , 10 2 .0 ’, Bu s h 5 0 6 + 4 0 .6 , 12 4 .8 ’, Bu s h + 2 8 .2 , 7 6 .6 ’, Tre e + 3 2 . 7 , 7 6 .4 ’, Tr e e 5 0 5 + 18 .6 , 7 5 . 8 ’, Tr e e + 9 8 .4 , 1 0 5 .5 ’, Tre e + 7 6 .3 , 9 . 6 ’, Te l. M.H. + 8 5 .9 , 12 5 .6 ’, Tr e e + 9 9 .4 , 12 4 .6 ’, Tre e 5 0 7 + 10 .2 , 12 4 .2 ’, Tre e + 5 8 .3 , 1 2 4 .4 ’, Tre e + 9 6 .3 , 12 4 .6 ’, Tre e 5 0 8 + 14 .9 , 110 .7 ’, Wa t . Va l. + 6 4 .2 , 112 .1’, Te l. P e d . 5 0 9 + 0 8 .3 , 112 .5 ’, Ga s Va l. + 11.4 , 12 9 .7 ’, Wa t . Va l. + 2 9 .7 , 12 2 .4 ’, P in e + 2 9 .7 , 13 2 .0 ’, P in e + 4 4 .0 , 13 4 .2 ’, Lig ht + 8 6 .9 , 12 0 .0 ’, Tre e 5 10 + 0 7 .9 , 12 0 .2 ’, Tre e + 2 3 .1, 12 5 .4 ’, Lig h t + 6 0 .6 , 115 .4 ’, Tre e + 6 3 .4 , 12 8 .4 ’, Lig h t + 6 9 .9 , 12 5 .3 ’, Wa t . Me t . + 7 0 .7 , 10 4 .7 ’, P o s t + 9 5 .8 , 115 .9 ’, Tre e 5 11+ 0 3 .2 , 13 0 .8 ’, Lig h t + 2 8 .6 , 1 19 .5 ’, Tre e + 3 9 .5 , 12 7 .5 ’, Tre e + 7 8 .3 , 15 0 .1 ’, Lig h t + 9 2 .8 , 15 1.1’, P in e 5 12 + 10 .0 , 14 9 .5 ’, Lig h t + 9 9 . 9 , 13 4 . 2 ’, Lig h t 5 13 + 4 6 .3 , 11 4 . 6 ’, Cn t r l. P n t . Str. No. 419 Str. No. 420 Str. No. 421 Str. No. 422 Str. No. 424 Str. No. 423 Str. No. 418 Str. No. 322 Str. No. 321 Str. No. 329 P.R.C. 116+75.91 "COL-W" Str. No. 503 Str. No. 621 Str. No. 623 V C S VC S W WV WV WV T T T T GV 8 0 0 1 8 8 2 8 . 7 6 E L E 8 0 0 1 9 8 2 8 . 0 9 E L E 8 0 0 2 0 8 2 7 . 6 1 E L E 8 0 0 2 1 8 2 9 . 0 6 E L E 8 0 0 2 2 8 2 9 . 1 1 E L E 8 0 0 2 3 8 2 4 . 7 2 E L E 8 0 0 4 9 8 2 8 . 3 5 E L E 8 0 0 5 0 8 2 8 . 4 5 E L E 8 0 0 5 1 8 2 8 . 2 5 E L E 8 0 0 5 2 8 2 7 . 8 3 E L E 8 0 0 5 3 8 2 7 . 9 9 E L E 8 0 0 5 9 8 2 7 . 0 7 G A S 8 0 0 6 0 8 2 7 . 2 7 G A S 8 0 0 6 1 8 2 6 . 6 1 G A S 8 0 0 6 4 8 2 6 . 1 5 G A S 8 2 6 . 2 0 WT R 8 0 0 6 6 8 2 6 . 8 5 WT R 8 0 0 6 7 8 2 7 . 0 6 G A S 8 0 0 6 9 8 2 6 . 9 4 WT R 8 0 0 7 0 8 2 6 . 9 4 WT R 8 0 0 7 1 8 2 7 . 0 0 WV 8 0 0 7 2 8 2 7 . 0 0 WT R 8 0 0 7 4 8 2 7 . 3 5 G A S 8 I N S T E E L 8 0 0 7 5 8 2 8 . 2 2 WT R 8 0 0 7 6 8 2 7 . 7 0 WT R8 0 0 7 7 8 2 6 . 2 4 G A S Ex. 24" San Pipe 797.67 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 17PLAN & PROFILE CITY OF CARMEL 1" = 40’ 1" = 10’ JSB JSB ELS 07-08C-1 51 09-26-08 800 810 820 830 840 850 800 810 820 830 840 850 SEC. 31, T 18 N, R 4 E HAMILTON COUNTY Keystone Parkway Keystone Parkway Line "E" Line "COL-W" L in e "S - 1 6 - E " E a s t C a r m e l D r i v e Line "COL-W" Ex. Easement Ex. R/W Ex. Easement Ex. Easement Ex. R/W Ex. R/W Ex. R/W Ex. R/W Ex. R/W Ex. R/W Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits Ex. R/W Constr. Limits + 3 3 " E " + 8 5 " C O L- W", 2 0 ’ L T + 07 "COL-W", 20 ’ LT END CONSTRUCTION STA. 116+66.00 LINE "COL-W" +00 "COL- W", 20’ LT + 5 0 " C O L- W" + 07 "COL-W" + 50 "COL-W" +00 "C OL- W" B.M. #22 - Chiseled "X" on North Bolt of Fire Hyd. Top Flange @ N.W. Cor. of E. Carmel Dr. & Horsehoe Ln. Sta. 516+31.31 "E", 881.68’ Rt. Elev. 819.67 B.M. #21 - Chiseled "X" on West most Bolt of on Traffic Signal Support on S.E. Cor. of Carmel Dr. & Keystone Sta. 514+40.28 "E", 81.08’ Rt. Elev. 827.36 B.M. #23 - Chiseled "X" on S.W. Bolt of Fire Hyd. Top Flange, Approx. 500’ W. of Keystone Ave. on N. Side of Carmel Dr. Sta. 514+73.75 "E", 800.33’ Lt. Elev. 834.07 All R/W described from Line "E" except as Noted. All Topographic infromation described from Line "E" except as Noted. 110 115 R/W R/W +87 "C O L-E" + 5 0 "CO L- E" +00 "CO L-E", 20’ RT+ 5 0 " C O L- E", 2 0’ R T + 00 "COL- E" +50 "COL -E" + 87 "C O L- E ", 18’ R T + 7 5 " C O L- W", 2 3 ’ L T +90.5 "E" +50 "E", 7’ LT+5 1 "E " + 5 0 " E ", 6 ’ R T +85 "COL-W ", 52’ RT 515 510505 S S 12 " R C P 24" RCP 7 2 " CMP h " R C P 12" R CP 1 2 " VCP 18" VCP60" RCP 60 " RC P 24" RCP 4 8 " RCP 36" CMP Ex. Conc. Ditch R C P 10" VCP (San)10" VCP (San) 6 " P V C S SD S 15" VCP 18 " RC P ( S a n ) 1 8 " R C P ( S a n ) 1 8 " R CP ( S a n ) . Mat.) Mat.) (Wooded) Parking Lot (Bit. Mat.) (Grass) (Grass) (Grass) (Grass) 1-Sty. Comm. Bldg. (Grass) (Grass) Parking Lot (Bit. Mat.) (Grass) (Conc) Parking Lot (Bit. Mat.) (Bit. Mat.) (Bit. Mat.) (Grass) (Grass) (Grass) ( Bi t . M a t . ) Me d ia n ( C o n c . ) ( G r a s s ) (Grass) Parkin (Bit. Mat (Grass) (Grass) (Grass) ( Bi t . M a t . ) Me d ia n ( C o n c . ) ( G r a s s ) (Grass) RT RT RT RT RT 20" Gas (Abandoned) WV P.V.I. STA. 109+00.00 P.V.I. ELEV. 823.12 400.00’ V.C.P.V.I. STA. 113+50.00 P.V.I. ELEV. 819.56 200.00’ V.C. -0.79% +2.00% G.R.E.T. Type OS Req’d Lt. + 5 8 .5 + 2 0 +50 843.24 +35 844.22 M.H. 111+85 STR. No. 321 M.H. 113+07 STR. No. 325 M.H. 116+00 STR. No. 328 36" Pipe 813.39 18" Pipe 815.24 12" Pipe 820.17 813.39 813.74 813.74 815.54 815.54 116’ of 36" Pipe @ +0.30 % 288’ of 36" Pipe @ +0.63 % + 3 5 + 3 5 -3.00% -6 .53% END CONSTRUCTION 116+66.00 "COL-W" P.G. ELEV. 825.88 Precast Concrete Box Culvert 505+32 "E" STR. No. 6 69’ of 36" Pipe @ 0.50 % 815.75 M.H. 116+75 STR. No. 329 Existing Grade Along Line "COL-W" 225’ Guardrail @ 6’-3" Spacing Req’d Lt. Profile Grade + 3 543 Syd. Ditch Sodding Req’d 145 Tons Revetment Riprap & 253 Sys. Geotextiles Req’d Lt. 8 2 3 .8 8 2 4 .1 8 2 4 .3 8 2 4 .6 8 2 4 .9 8 2 5 .1 8 2 5 .4 8 2 5 .6 8 2 5 .9 8 2 6 .1 8 2 6 .3 8 2 6 .6 8 2 6 .8 8 2 7 .0 8 2 7 .2 8 2 7 .4 8 2 7 .6 8 2 5 .9 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 8 2 2 .4 7 8 2 2 .4 5 8 2 2 .3 5 8 2 2 .16 8 2 1 . 8 9 8 2 1 . 5 4 8 2 1 . 1 4 8 2 0 .7 5 8 2 0 .3 5 8 2 0 .13 8 2 0 .2 6 8 2 0 .7 4 8 2 1 . 5 6 8 2 2 .5 6 8 2 3 .5 6 8 2 4 .5 6 8 2 5 .5 6 vsantoro 4:26:08 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.PP06.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G 800 810 820 830 840 790 780 800 810 820 830 840 790 780 1" = 40’ 1" = 10’ VMSELS JSB JSB STORM SEWER PROFILE 800 810 820 830 840 790 780 800 810 820 830 840 790 780 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 18 CITY OF CARMEL 07-08C-1 51 09-26-08 Ex. 24" San Pipe 797.60 Ex. 24" San Pipe 797.60 Existing Grade along Line "E" 393’ of 42" Pipe @ +0.20 % 800.91 801.60 346’ of 15" Pipe @ +0.20 % Existing Grade along Line "E" M.H. 507+50 STR. No. 623 M.H. 504+00 STR. No. 622 36" Pipe 813.15 36" Pipe 809.37 Exist. Pipe. 505+51 STR. No. 5 Precast Concrete Box Culvert 505+33 "E" STR. No. 6 vsantoro 4:26:31 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.PRO.E.DGN No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G 800.69 801.47 M.H. 502+50 STR. No. 620 M.H. 506+50 STR. No. 621 Exist. Pipe. 505+51 STR. No. 5 36" Pipe 809.37 36" Pipe 813.15 Precast Concrete Box Culvert 505+33 "E" STR. No. 6 8 1 9 . 9 8 2 0 . 0 8 2 0 . 0 8 2 0 . 1 8 2 0 . 2 8 2 0 . 1 8 2 0 . 6 8 2 0 . 9 8 2 1 . 3 8 2 1 . 5 8 2 1 . 6 8 2 1 . 9 8 2 2 . 2 8 2 2 . 3 8 2 2 . 6 8 2 2 . 8 8 2 3 . 2 8 2 3 . 5 8 2 3 . 9 8 2 4 . 0 8 2 4 . 3 500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 8 19 .9 8 2 0 .0 8 2 0 .0 8 2 0 .1 8 2 0 .2 8 2 0 .1 8 2 0 .6 8 2 0 .9 8 2 1 .3 8 2 1 .5 8 2 1 .6 8 2 1 .9 8 2 2 .2 8 2 2 .3 8 2 2 .6 8 2 2 .8 8 2 3 .2 8 2 3 .5 8 2 3 .9 8 2 4 .0 8 2 4 .3 500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 LINE "COL-E" & "COL-W" VMS 12" RCP 12" RCP 15" RCP 1 2" R C P 12" RCP Ex. Conc. Ditch 3 6 " CMP 12" RCP 12" RCP 15" RCP 12 " RCP 15" RCP 12" RCP 1 2 " R C P I III I WV WV WV T T T T GV HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE CITY OF CARMEL CONSTRUCTION DETAILS 07-08C-1 19 N/A ELS JSB JSB 1"=20’ 51 09-26-08 SDMBR, LLC App. Exist. R/W G & T COMPANY Exist. Easement App. Exist. R/W Line "E" Keystone Parkway App. Exist. L.A. R/W Keystone Way MCL, INC. MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY CIRCLE FINANCIAL CORP. CITY OF CARMEL Roadway and Utility Easement App. Exist. R/W App. Exist. L.A. R/W MAPLES OF CARMEL HORIZONTAL PROPERTY Exist. Easement 21 A 4 ’- 0 " 21 A 2 0 ’- 0 " 4 ’- 0 " 110’ R/W 4 ’- 0 " 2 4 ’- 0 " 4 ’- 0 " 4 ’- 0 " 2 4 ’- 0 " 4 ’- 0 " 21 A A 214 ’- 0 " 2 0 ’- 0 " 2 0 ’- 0 " 4 ’- 0 " BEGIN CONSTRUCTION STA. 100+89.00 "COL-W" SEC. 31, T 18 N, R 4 E HAMILTON COUNTY 5 2 ’- 5 " 6 0 ’- 5 " + 7 0 6 0 ’- 5 " Str. No. 412 Inlet, Type "C-15" & 46’ of 12" Pipe Req’d. Str. No. 312 Str. No. 314 Manhole, Type "J-4" & 266’ of 36" Pipe Req’d. Str. No. 317 Catch Basin, Type "C-15" & 3’ of 12" Pipe Req’d. Str. No. 318 Manhole, Type "J-4" & 143’ of 36" Pipe Req’d. Line "COL-E" Line "COL-W" Str. No. 414 Catch Basin, Type "C-15" & 2’ of 15" Pipe Req’d. Guardrail Req’d Rt. Str. No. 413 Manhole, Type "C-4" & 260’ of 15" Pipe Req’d. 5 2 ’- 5 " G.R.E.T. Type OS Req’d Rt. + 4 5 .0 "COL- E " + 0 9 "C O L- W" + 4 9 "C O L- W " N 0 21’ 25" E N 1 02’ 49" E N 53’ 59" E N 4 37’ 18" E N 46’ 01" E P.I. 104+29.58 "COL-W" P.I. 101+93.65 "COL-W"P.C.C. 103+09.06 "COL-W" P.C.C. 105+50.09 "COL-W" P.C.C. Sta. 101+04.02 "COL-E" N 0 24’ 47" E CURVE DATA CURVE DATA Str. No. 311 Manhole, Type "J-4" & 184’ of 30" Pipe Req’d. Str. No. 310 Catch Basin, Type "C-15" & 4’ of 12" Pipe Req’d. Str. No. 313 Catch Basin, Type "C-15" & 2’ of 15" Pipe Req’d. Str. No. 410 Manhole, Type "C-4" & 228’ of 12" Pipe Req’d. Str. No. 411 Catch Basin, Type "C-15" & 2’ of 12" Pipe Req’d. CURVE DATA P.I. Sta. 100+54.20 "COL-E" = 39 43’ 52" Rt. T = 54.20’ L = 104.02’ R = 150.00’ E = 9.49’ S.E. = CURVE DATA + 91 "COL-W", 18’ LT + 91 "COL- W" + 8 0 " C O L- W" + 8 0 "COL-W", 20 ’ LT + 00 "COL- E", 20’ RT + 0 0 "COL- E" + 84 "COL-E" +34 "COL-E", 20’ RT + 3 4 " C O L - E " + 0 0 " C O L- E" + 3 0 " C O L- W" Str. No. 501 Str. No. 502 Existing Inlet & Pipe to be Removed + 16 "E" Constr. Limits Constr. Limits P.I. Sta. 101+93.65 "COL-W" = 0 41’ 24" Rt. T = 115.41’ L = 230.81’ R = 19,163.01’ E = 0.35’ S.E. = N.C. P.I. Sta. 104+29.58 "COL-W" = 0 43’ 18" Rt. T = 120.52’ L = 241.03’ R = 19,133.37’ E = 0.38’ S.E. = N.C. CURVE DATA P.I. Sta. 505+09.42 "E" = 5 36’ 57" Rt. T = 936.711’ L = 1,871.92’ R = 19,098.59’ E = 22.96’ S.E. = N.C. Inlet, Type "C-15" & 46’ of 15" Pipe Req’d. Str. No. 315 Inlet, Type "C-15" & 47’ of 15" Pipe Req’d. P.I. Sta. 109+33.03 "COL-E" = 4 59’ 05" Rt. T = 829.01’ L = 1,656.98’ R = 19,046.18’ E = 18.03’ S.E. = N.C. Str. No. 415 Inlet, Type "C-15" & 62’ of 12" Pipe Req’d. Str. No. 316 Inlet, Type "E-7" & 5’ of 12" Pipe Req’d. Manhole, Type "K-4" Req’d. Grade to Drain + 51 "COL-W", 20’ LT + 5 1 "COL-W" + 5 1 "COL-W", 3 6 ’ LT +50 "E", 6’ RT BEGIN PROJECT 07-08C-1 STA. 497+05.68 "E" 2 4 ’- 0 " 4 ’- 0 " Remove 10’ of Existing Pipe From West End & 10’ From East End. Plug Pipe Ends. +28 "E" BEGIN CONSTRUCTION STA. 101+25.00 LINE "COL-E" + 3 0 "COL-W" Str. No. 620500 105 105 S D T R vsantoro 4:26:44 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CD06.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G 26 Sodding 69 Retaining Wall 21 22 25 Seeding Integral Concrete Curb, Type B Integral Concrete Curb A 12" PCCP P PCCP for Patching LINE "COL-E" & "COL-W" VMS 2 4" RCP 24" RCP 7 2 " CMP Ex. Conc. Ditch 1 2 " V C P 18" VCP 60" RCP 6 0 " R C P 24" RCP 4 8 " R C P Ex. Conc. Ditch 21" RCP 15" VCP 12" RCP 18 " RC P 18 " RC P ( S a n ) 1 8 " R C P ( S a n ) 18 " R CP ( S a n ) I P WV T T HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE CITY OF CARMEL CONSTRUCTION DETAILS 07-08C-1 20 N/A ELS JSB JSB 1"=20’ 51 09-26-08 CITY OF CARMEL Keystone Way Keystone Parkway MCL, INC. SEC. 31, T 18 N, R 4 E HAMILTON COUNTY Line "E" MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY MAPLES OF CARMEL HORIZONTAL PROPERTY MERCHANTS 450 LLC WATERFORD OF CARMEL HOMEOWNER’S ASSOCIATION INC. LOT 31 LOT 32CITY OF CARMEL Exist. Easement Exist. Easement Exist. Easement Exist. Easement Exist. Easement Exist. Easement App. Exist. L.A. R/W App. Exist. L.A. R/W App. Exist. L.A. R/W App. Exist. L.A. R/W A 21 21 A A 21 21 A 4 ’- 0 " 2 0 ’- 0 " 4 ’- 0 " 2 0 ’- 0 " Line "COL_E" Line "COL_W" App. Exist. L.A. R/W App. Exist. L.A. R/W Da u m C o u r t G.R.E.T. Type OS Req’d Lt. Guardrail Req’d Lt. Guardrail Req’d Rt. + 0 5 "C OL- E" + 5 8 .5 "C O L- W" + 3 5 .0 0 "C O L - E " + 8 5 .0 0 "C O L- E " P.I. 111+13.16 "COL-W" N 5 08’ 07" E N 46’ 01" E N 0 24’ 47" E P.I. 109+33.03 "COL-E" N 23’ 52" E CURVE DATA Str. No. 321 Manhole, Type "K-4" & 137’ of 36" Pipe Req’d. CURVE DATA Str. No. 416 Manhole, Type "K-4" & 142’ of 36" Pipe Req’d. Str. No. 417 Str. No. 418 Str. No. 420 Manhole, Type "K-4" & 229’ of 36" Pipe Req’d. Str. No. 421 Catch Basin, Type "C-15" & 3’ of 15" Pipe Req’d. + 00 "COL-W", 2 0 ’ LT +00 "COL-E", 20’ RT + 50 "COL- E", 2 0 ’ RT + 5 0 "COL- E ", 2 0 ’ R T +5 0 "C O L -E " + 87 "COL-E", 18’ RT +87 "C OL-E" Existing Pipe to be Removed Str. No. 5 Str. No. 6 +51 "E" Constr. Limits Constr. Limits 69 69 188’ of 6’ x 6’ Precast Reinforced Concrete Box Req’d + 3 3 " E " N 5 36’ 21" E P.I. Sta. 111+13.16 "COL-W" = 3 22’ 06" Rt. T = 563.07’ L = 1,125.82’ R = 19,151.01’ E = 8.28’ S.E. = N.C. Str. No. 419 Inlet, Type "C-15" & 33’ of 12" Pipe Req’d. P.I. Sta. 109+33.03 "COL-E" = 4 59’ 05" Rt. T = 829.01’ L = 1,656.98’ R = 19,046.18’ E = 18.03’ S.E. = N.C. CURVE DATA P.I. Sta. 505+09.42 "E" = 5 36’ 57" Rt. T = 936.711’ L = 1,871.92’ R = 19,098.59’ E = 22.96’ S.E. = N.C. Str. No. 320 Manhole, Type "J-7" & 66’ of 36" Pipe Req’d. Str. No. 319 Manhole, Type "K-4" & 65’ of 36" Pipe Req’d. Str. No. 322 Manhole, Type "J-7" & 66’ of 36" Pipe Req’d. Manhole, Type "K-4" & 393’ of 42" Pipe Req’d. 145 Tons Revetment Riprap & 253 Sys. Geotextiles Req’d P P P P 5 2 ’- 5 " 4 ’- 0 " 5 2 ’- 5 " 4 ’- 0 " + 4 5 . 0 "COL- E " Stormwater Treatment System Type II & 54’ of 36" Pipe Req’d. Stormwater Treatment System Type III & 32’ of 36" Pipe Req’d. Str. No. 620 Manhole, Type "K-4" Req’d. Str. No. 621 + 5 0 "E", 6’ RT + 3 5 .0 0 "C O L- W" + 2 0 "COL- W" 15 Tons Class 2 Riprap & 28 Sys. Geotextiles Req’d 26 26 + 3 5 . 0 0 "C O L - W" Manhole, Type "C-4" Req’d. Manhole, Type "C-4" & 346’ of 15" Pipe Req’d. + 00 "E", 7’ LT + 50 "E", 6 ’ RT + 5 0 "E " , 7 ’ LT Str. No. 623 Str. No. 622 +85 "C OL-W", 52’ RT + 00 "COL-W", 52’ RT 505 110 110 Constr. Limits Constr. Limits S S S S D S S vsantoro 4:26:52 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CD07.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G 26 Sodding 69 Retaining Wall 21 22 25 Seeding Integral Concrete Curb, Type B Integral Concrete Curb A 12" PCCP P PCCP for Patching LINE "COL-E" & "COL-W" VMS 1 2 " R CP 1 2 " VCP 18" VCP W WV WV T G V HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE CITY OF CARMEL CONSTRUCTION DETAILS 07-08C-1 21 N/A ELS JSB JSB 1"=20’ 51 09-26-08 LOT 32 Exist. Easement Exist. Easement App. Exist. L.A. R/W Exist. Easement Keystone Parkway ROIF, LLC. OSBORNE CARMEL CENTER, LLC. WATERFORD OF CARMEL HOMEOWNER’S ASSOCIATION INC. WATERFORD OF CARMEL HOMEOWNER’S ASSOCIATION INC. COMMON AREA COMMON AREA App. Exist. L.A. R/W App. Exist. L.A. R/W SEC. 31, T 18 N, R 4 E HAMILTON COUNTY 21 A A 21 R/W Line "COL-W" App. Exist. L.A. R/W D a u m C o u r t G o r h a m C o u r t T i f f a n y C o u r t Keystone Parkway Str. No. 325 Manhole, Type "J-4" & 116’ of 36" Pipe Req’d. Line "COL-E" Str. No. 326 Inlet, Type "C-15" & 39’ of 18" Pipe Req’d. MERCHANTS 450, LLC. Str. No. 324 Catch Basin, Type "C-15" & 3’ of 18" Pipe Req’d. Str. No. 323 Inlet, Type "C-15" & 53’ of 18" Pipe Req’d. END CONSTRUCTION STA. 116+66.00 LINE "COL-W" N 5 08’ 07" E P.I. 117+33.58 "COL-W" P.C.C. 117+61.00 "COL-E" N 23’ 52" E P.R.C. 116+75.91 "COL-W" + 9 6 . 0 "COL- W" G.R.E.T. Type OS Req’d Lt. CURVE DATA CURVE DATA Str. No. 321 See Previous Sheet Str. No. 328 Manhole, Type "J-4" & 288’ of 36" Pipe Req’d. Str. No. 420 Str. No. 424 Catch Basin, Type "C-15" & 3’ of 12" Pipe Req’d. Manhole, Type "C-4" & 407’ of 12" Pipe Req’d. Str. No. 423 Str. No. 421 See Previous Sheet See Previous Sheet CURVE DATA CURVE DATA + 8 5 " C O L- W", 2 0 ’ L T + 5 0 " C O L- W" + 0 7 " C O L- W", 2 0’ L T + 0 7 " C O L- W" + 50 "COL-W" +00 "C OL- W"+00 "COL- W", 20’ LT + 87 "COL-E", 18 ’ RT +87 "C O L-E" +50 "C O L-E" + 00 "COL-E", 2 0 ’ RT +00 "C O L-E" Str. No. 503 +90.5 "E" Constr. Limits Constr. Limits Constr. Limits Constr. Limits N 5 36’ 21" E Line "E" P.I. Sta. 111+13.16 "COL-W" = 3 22’ 06" Rt. T = 563.07’ L = 1,125.82’ R = 19,151.01’ E = 8.28’ S.E. = N.C. P.I. Sta. 117+33.58 "COL-W" = 32 10’ 16" Lt. T = 57.67’ L = 112.30’ R = 200.00’ E = 8.15’ S.E. = N.C. P.I. Sta. 118+13.78 "COL-E" = 55 39’ 13" Rt. T = 52.78’ L = 97.13’ R = 100’ E = 13.08’ S.E. = N.C. P.I. Sta. 109+33.03 "COL-E" = 4 59’ 05" Rt. T = 829.01’ L = 1,656.98’ R = 19,046.18’ E = 18.03’ S.E. = N.C. CURVE DATA P.I. Sta. 505+09.42 "E" = 5 36’ 57" Rt. T = 936.711’ L = 1,871.92’ R = 19,098.59’ E = 22.96’ S.E. = N.C. Str. No. 327 Catch Basin, Type "C-15" & 2’ of 12" Pipe Req’d. Str. No. 422 Inlet, Type "C-15" & 59’ of 12" Pipe Req’d. 2 0 ’- 0 " 4 ’- 0 " 2 0 ’- 0 " 4 ’- 0 " END CONSTRUCTION STA. 117+05.00 LINE "COL-E" Str. No. 322 See Previous Sheet Str. No. 329 Grade to Drain Manhole, Type "J-7" & 69’ of 36" Pipe Req’d.+75 "COL-W ", 23’ LT Remove Existing Inlet & 8’ of Existing Pipe from West End and 5’ from East End & Plug Pipe Ends. 5 2 ’- 5 " 5 2 ’- 5 " 4 ’- 0 " 4 ’- 0 " END PROJECT 07-08C-1 STA. 513+19.08 LINE "E"+ 85 "COL-W", 52’ RT 115 115 510 S vsantoro 4:27:00 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CD08.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G 26 Sodding 69 Retaining Wall 21 22 25 Seeding Integral Concrete Curb, Type B Integral Concrete Curb A 12" PCCP P PCCP for Patching EROSION CONTROL DETAILS VMSELS JSB JSB 1" = 30’ N/A I III I I V C S HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 22 CITY OF CARMEL 07-08C-1 51 09-26-08 Line "E" Line "E" Keystone Parkway Keystone Parkway CDSB CDSB CDSB CDSB CDSB CIPCIP CDSB CDSB CIP CIP CIP CIP CIP ST ST CIP CIP Storage Capacity = 4387 Cft. Spillway Height = 3.0’ Spillway Length = 150’ Storage Capacity = 2812 Cft. Spillway Height = 3.0’ Spillway Length = 125’ DIP DIP DIP DIP DIP DIP 105 500 105 505 505 110 110 510 115 115 S Ex. Conc. Ditch 12" RCP 15" RCP 1 2 " R C P 12" RCP 15 12" RCP Ex. Conc. Ditch 6 " C MP 24" RCP 3 6 " C MP D 12 " 810 815 815 815 8158 15 815 820820 820820 820 820 820 820 820 820 820820 820 820 820 820 820 820 820 820 8 2 0 820 820 820 820 820 820 820 820 820 820820820 820 8 2 0 820 820 820 820 820 820 820 820 820 8 2 0 825 825 825825825 825 825 T R RT RT S S 1 2 " R C P 24" RCP 7 2 " CMP RCP 6 0 " RC P 24" RCP 4 8 " RC P Ex. Conc. Ditch D S 15" VCP 1 8 " R C P ( S a n ) 1 8 " R C P ( S a n ) ( S a n ) 8 10 815 815 815 815 815 8 15 815 815 815 815 8 15 820 820 820820820820 820 820 820 820 820 820 820820 820 820820 820 820 820 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825 825825825 825 825 825 8 25 830830 830830 830 830 830 830 835 835 835 835 835 835 vsantoro 4:27:12 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.EC03.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO GCDRRTemporary Silt FencePP DIP CIP CDSB ST Temporary Check Dam Revetment Riprap Temporary Check Dam Straw Bales Temporary Curb Inlet Protection Temporary Ditch Inlet Protection Temporary Sediment Trap AJE NOTES: A A A A MJM STR. No. 6 STR. No. 6 MODIFIED WINGWALL DETAILS HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE CITY OF CARMEL 07-08C-1 23 N/A JSB JSB 1"=20’ 51 09-26-08 760 770 780 790 800 810 820 830 840 850 860 760 770 780 790 800 810 820 830 840 850 860 760 770 780 790 800 810 820 830 840 850 860 760 770 780 790 800 810 820 830 840 850 860 750750750750 PLAN @ WALL "F"PLAN @ WALL "E" ELEVATION @ WALL "E"ELEVATION @ WALL "F" 109+00 109+00110+00 110+00 100’-21 16" 149’-87 8" Ex. Easement Ex. Easement E x . E a s e m e n t E x . E a s e m e n t Ex. Easement Ex. Easement Ex. Easement Line "E" Line "E" Keystone Parkway Keystone Parkway E x . E a s e m e n t A p p . E x . R / W A p p . E x . R / W A p p . Ex . R / W Line "COL-E" Line "COL-W" App. Ex. R/W App. Ex. L.A. R/W App. Ex. L.A. R/W App. Ex. L.A. R/W 108+00 For R/W Callouts and Drainage Details, see Road Plan & Profile Sheets. Elevation Shown Along Front Face of Wall. All Dimensions are Given Along Front Face of Wall. See the Special Provisions for the Geotechnical Report. The Precast Structure Supplier shall be responsible for the foundation design. The Supplier shall submit, through the Contractor, calculations and sealed design drawings to the Engineer of Record for approval. In accordance with the Geotechnical Report, a net allowable bearing pressure of 2000 psf shall be used for the proposed footing design. H +33 "E" +33 "E" F.F. Wing Wall "E" F.F. Wing Wall "F" End Wingwall 109+35.00 "Col-W" 33.17’ Lt. Begin Wingwall 110+35.00 "Col-W" 33.17’ Lt. Begin Wingwall 108+35.00 "Col-E" 33.17’ Rt. End Wingwall 109+85.00 "Col-E" 33.17’ Rt. Denotes Architectual Finish Fitzgerald Formliner Georgia Ashlar (#16999) or Equal 100’-21 16" 10’-21 16"10’-0"30’-0"10’-0"20’-0"20’-0" A B C D C B A B C D 811.40 808.90 Point 813.90 816.40 8 2 1 .0 9 8 1 5 .3 9 8 2 1 .4 9 Proposed Ground Top of Footing Elev. Begin Wingwall Top of Wingwall El. 822.26 End Wingwall Top of Wingwall El. 822.26 Scale: 1/4" =1’=0 1 1 Top Ftg. 1’-6" *** * * To be determined by foundation design. Va r ie s * SECTION A-A Structure Backfill H Proposed Ground vsantoro 4:27:26 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.RETE-F.01.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G 149’-87 8" 9’-87 8"10’-0"20’-0"50’-0"40’-0"10’-0"10’-0" 8 1 1. 6 9 8 1 3 .2 5 8 2 1 .3 5 A B C D 809.00 806.50 Point 811.50 814.00 A B C D C B A Proposed Ground Top of Footing Elev. End Wingwall Top Wingwall El. 822.25 Begin Wingwall Top Wingwall El. 822.25 AS NOTED AJE GENERAL PLAN STRUCTURE NO. 6 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE CITY OF CARMEL 07-08C-1 24 N/A ELS JSB JSB 51 09-26-08 PRECAST REINFORCED CONCRETE BOX CULVERT Scale: 1 16"=1’-0 Scale: 1 16"=1’-0 505+00 6 ’- 0 " Clear Spa n K e y s t o n e P a r k w a y K e y s t o n e P a r k w a y Lin e "C o l- W" L in e "C o l- E " Lin e "E " P.I. 505+09.42 "E"CURVE DATA P.I. Sta. 505+09.42 "E" T = 936.711’ L = 1,871.92’ R = 19,098.59’ E = 22.96’ S.E. = N.C. Existing Shoulder Existing Shoulder 4’-0"4’-0"52’-5" 52’-5" 24’-0" Clear Roadway 4’-2" 24’-0" Clear Roadway 4’-2" 4’-2" 24’-0" Clear Roadway 4’-0"52’-5"52’-5"4’-0" Line "E"Line "Col-W" Exist. Travel Lanes Existing Median Existing Median Exist. Travel Lanes 4’-2" 24’-0" Clear Roadway 87’-2" 10 0’- 10" 188’-0" Out to Out Coping 18 8’- 0" O ut t o O ut Co pin g 14’-65 8" 12’-0" Existing Median Existing MedianExisting Travel Lanes Existing Travel Lanes 506+00 NOTES: DESIGN DATA: LIVE LOAD: HL-93 loading with impact and distribution of loads and checked for alternate military loading in accordance with 2004 AASHTO LRFD Bridge Design Specifications and subsequent Interin Specifications DEAD LOAD: Actual weight plus 35 pounds per square foot for future wearing surface A 21 A 69 21 69 Retaining Wall 26 Sodding A 12" PCCP 21 Integral Concrete Curb, Type B KEYSTONE PARKWAY OVER (UNKNOWN) DITCH 6’-0" SPAN (West =6’-11 1 8" & East = 6’-0 11 16" PARALLEL TO THE ROADWAY) 6’-0" RISE AND 30 SKEW LEFT & 8 SKEW RIGHT CLEAR ROADWAY WIDTH VARIES (24’-0" @ Ramp Collector Lanes) 110+00110+00 109+00109+00 CURVE DATA P.I. Sta. 109+33.03 "Col-E" T = 829.013’ L = 1,656.98’ R = 19,046.18 E = 18.03’ S.E. = N.C. CURVE DATA P.I. Sta. 111+13.16 "Col-W" T = 563.071’ L = 1,125.82’ R = 19,151.01’ E = 8.28’ S.E. = N.C. * Dimension to Roadway ******** * Profile GradeProfile Grade Flow Down Stream Flow Line Elev. 808.90 Up Stream Flow Line Elev. 811.30 188 LFT of 6’ x 6’ R.C.B.C. with 2’ Sump @ 1.28% 18" of Revetment Riprap Required 36" Pipe Elev. 809.40 12’-0" TYPICAL SECTION (ALONG STRUCTURE) PLAN 14’-658" 36" Pipe Elev. 809.07 Line "Col-E" Existing ShoulderExisting Shoulder 2’-0" Sump Skew Lt. Skew Rt. Structure No. 6 Sta. 505+33.00 "E" Elev. 821.77 See the Special Provisions for the Geotechnical Report. The Precast Structure Supplier shall be responsible for the foundation design. The Supplier shall submit, through the Contractor, calculations and sealed design drawings to the Engineer of Record for approval. 69 +85 "COL-E" +35 "COL-W" P P P HMA Patching 26 26 69 18" of Class 2 Riprap Required vsantoro 4:27:34 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.GPL01.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G 1’-6"1’-6" 6 ’- 0 " R is e 6’-0" Span ELEVATION 2 ’- 0 " S u m p 1 1 Scale: 1 2"=1’-0 Flow Line 4 4 Structure Backfill, Type 2 to Elev. 817.96 (Typ.) Up Stream Low Structure Elev. = 815.30 Down Stream Low Structure Elev. = 812.90 -0.67% (East Collector Ramp To Be Built On A 400’ V.C.) P.V.I. Sta 108+50 Line "Col-E" East Collector Ramp Profile Grade -0.79% P.V.I. Sta 109+00 Line "Col-W" West Collector Ramp Profile Grade (West Collector Ramp To Be Built On A 400’ V.C.) +0.55% +1.42% Structure Backfill, Type 2 Structure Backfill, Type 2 EXISTING SIGNING LINE "E" 1" = 30’ KDS VMS JSB JSB HIGHWAY ADOPT 50 SPEED LIMIT WRONG WAY A WAY WRONG I III I I V C S HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 25 CITY OF CARMEL 07-08C-1 51 09-26-08 505+00 Line "E" Line "E" Keystone Parkway Keystone Parkway Speed Limit R2-1 (50) Wrong Way R5-1a Wrong Way R5-1a 82 * * Existing Sign to be saved for Future Use. Deliver to City for Storage. 80 84 84 80 84 500 505 505 510 T R (Rip Rap) ( Gr a s s ) (Grass) (Grass) (Grass) (Lawn) (Grass) (Grass) (Grass) (Bit. Mat.) (Bit. Mat.) (Bit. Mat.) (Rip Rap) ( Gr a s s ) RT RT (Wooded) (Grass) (Grass) (Grass) (Grass) (Grass) (Grass) (Grass) (Bit. Mat.) (Bit. Mat.) (Grass) (Grass) (Grass) (Grass) vsantoro 4:27:41 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.SN03.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G 80 81 83 82 No Change Required to Existing Sign and Supports Remove Existing Sheet Signs from Supports Remove Existing Sheet Sign and Supports Existing Sheet Sign on New Supports 84 Existing Sheet Sign on Temporary Supports JSB JSB N/A N/A ft.ft. REMARKS R E S E T G U A R D R A I L G U A R D R A I L R E M O VE GUARDRAIL SUMMARY TABLE C U R V E D EACH T E R M IN A L E N D A T 3 ’- 1 . 5 " S P A . ft. A T 6 ’- 3 " S P A . ft.ft.ft.EACHEACH G U A R D R A IL E N D TR E A T M E N T O S T R E A T M E N T M S G U A R D R A IL E N D D O U B LE F A C E D D O U B LE F A C E D A T 1 ’- 6 .7 5 " S P A . ft. W-BEAM GUARDRAIL LENGTH M E D I A N R IG H T LE F T A T 6 ’- 3 " S P A . A T 3 ’- 1 . 5 " S P A . F L A R E R A T E G U A R D R A IL STATION LOCATION HDP HDP LE F T M ED IA N R IG H T LO C A T IO N EACH EACH TOTAL EQUIVALENT PAY LENGTHS A C T U A L LEN G TH TO STATION FROM STATION TYPE PAVED SIDE DITCH SFTFT LU G S ( 8 f t E Q U IV LEN G TH E A ) C U T - O FF WA L L S ( 8 f t E Q U IV LEN G TH E A ) FT FT FT FT FT FT FT FT FT SFT SFT SFT SFT S E E S H EE T N O . SODDING PAVED SIDE DITCH & SODDING SUMMARY TABLE F O R P A VE D S I D E D ITC H FO R D ITC H ES FO R M ED IA N FO R S H O U LDE R FO R LA WN SUMMARY OF QUANTITIES AND APPROACH TABLE LOCATION (STATION) DESCRIPTION (APPROACH TYPE OR CLASS) REMARKS SYS CYS TONS WIDTH LENGTH RADII ft.ft.ft. "W""L""R" 12" PCCP SUBBASE FOR PCCP 6" PCCP for APPROACHES SYS SYS REINFORCED CONCRETE MOMENT SLAB COMPACTED AGGREGATE No. 53 5" TONS No. 53 6" TONS No. 53 TONS No. 53 TONS No. 8 10"VARIABLE DEPTH 8" TONS No. 8 9" SYS 4" CONCRETE SIDEWALK SYS 7" PCCP TRUCK APRON SYS CONCRETE IMPRINTING SFTSYS 4" PCCP PCCP PATCHING, FULL DEPTH LOCATION STATION TO STATION T E M P O R A R Y S I L T F E N C E (ft) T E M P O R A R Y C H E C K D A M S S T R A W B A LE S (ft) T E M P O R A R Y C H E C K D A M R E V E T M E N T R I P R A P (TON) T E M P O R A R Y S E D I M E N T T R A P (TON) T E M P O R A R Y S LO P E D R A I N (ft) S P L A S H P A D R I P R A P (TON) S E E D M I X T U R E , T (lb) M U LC H IN G M A T E R I A L (TON) F E R T ILI Z E R (TON) T E M P O R A R Y D I T C H IN L E T P R O T E C T I O N EACH IN T E R C E P T O R D I T C H ( N O T A P A Y I T E M ) (ft) EROSION CONTROL TABLE MISCELLANEOUS TABLES HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE CITY OF CARMEL 07-08C-1 26 N/A JSB JSB 51 09-26-08 X 1 Line "COL-E" Line "COL-W" 109+20.00 to 111+58.50 X 1 Totals:2 106+45.00 to 110+05.00 106+53.23 to 109+41.44 109+34.25 to 112+20.44 X X 362.5 226.0 588.5 286 285 1 1 2 571 Line "E" 496+10 8 500+00 12 502+28 1 503+14 1 504+00 12 508+00 12 1 509+90 1 512+00 12 Line "COL_W" 100+38 10 105+50 1 109+27 37.4 110+33 53.2 Line "COL_E" 100+56 12 TOTALS 78 90.6 5 Line "COL-E"Collector 101+25.00 to 117+05 4210 1052 Line "COL-W"Collector 100+89.00 to 116+66 4395 1099 108+35 109+85 COL-E COL-W 109+35 110+35 108+50 109+35 X X X 43 57 39 vsantoro 4:27:46 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.AP02.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G JSBJSB UNDERDRAIN TABLE N/A N/A HDP HDP HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 27 UNDERDRAIN TABLE U N D E R D R A IN P I P E LIM IT 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 6 IN O U T L E T P IP E FT. O U T LE T S T A T I O N O U T LE T E LE V A T IO N CYS.TON OUTLET PIPE O U T LE T P R O T E C T O R T Y P E LOCATION O U TS ID E L E F T M E D IA N LE F T M E D I A N R I G H T O U T S ID E R IG H T OUTLET PROTECTORS REMARKS O U T L E T P R O T E C TO R N O . _ _ _ G E O T E X TIL E S F O R U N D E R D R A IN S A G G R E G A TE F O R U N D E R D R A IN S H MA F O R U N D E R D R A IN S F LO W L I N E E LE VA T I O N @ U N D E R D R A IN P I P E LIMIT O U T LE T P IP E R E Q U I R E D C O N N E C T U N D E R D R A IN P IP E T O S T R U C T U R E N O . _ _ _ _ _ S T R U C T U R E IN V E R T E LE V A TIO N 4 5 D E G R E E E LB O WS R E Q U IR E D ( 1 O R 2 ) O U T L E T A T O U T LE T P R O TE C T O R N O . _ _ _ D I T C H F L O W L IN E E L E V A T I O N A T O U T L E T P R O T E C T O R C O N N E C T O U T LE T P IP E T O S TR U C T U R E N O . _ _ _ S T R U C T U R E IN V E R T E LE V A TIO N B B O R R O W F O R S T R U C T U R E B A C K F ILL H MA F O R U N D E R D R A IN S FT. CITY OF CARMEL 07-08C-1 51 09-26-08 LINE "COL-W" OUTSIDE LEFT 100+91 139 116 13 816.85 N 102+30 815.68 N 312 815.19 102+30 50 42 5 815.68 N 102+80 815.58 N 313 815.05 102+80 50 42 5 815.58 N 313 815.05 103+30 815.68 N 103+30 221 184 20 815.68 N 315 815.19 105+51 816.88 N 105+51 384 320 35 -0.30% 816.88 N 317 816.64 109+35 818.06 N 110+35 215 179 19 817.66 N 112+50 816.04 N 320 816.04 112+50 57 48 5 816.04 N 113+07 815.81 N 321 815.28 113+07 43 36 4 815.81 N 321 815.28 113+50 815.94 N 113+50 250 208 23 815.95 N 323 815.95 116+00 820.24 N 116+00 66 55 6 820.24 N 324 820.20 116+66 821.56 N 101+17 83 69 7 817.05 N 102+00 816.12 N 411 815.88 LINE "COL-E" OUTSIDE RIGHT 102+00 184 153 17 816.12 N 103+84 814.29 N 412 814.05 103+84 50 42 5 814.29 N 104+34 814.17 N 414 813.68 104+34 66 55 6 814.17 N 414 813.68 105+00 814.37 N 105+00 335 279 30 814.37 N 415 814.13 108+35 817.86 N 109+85 165 138 15 817.96 N 111+50 816.98 N 419 816.50 vsantoro 4:27:50 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.UD01.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G JSBJSB UNDERDRAIN TABLE N/A N/A HDP HDP HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 28 UNDERDRAIN TABLE U N D E R D R A IN P I P E LIM IT 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 6 IN O U T L E T P IP E FT. O U T LE T S T A T I O N O U T LE T E LE V A T IO N CYS.TON OUTLET PIPE O U T LE T P R O T E C T O R T Y P E LOCATION O U TS ID E L E F T M E D IA N LE F T M E D I A N R I G H T O U T S ID E R IG H T OUTLET PROTECTORS REMARKS O U T L E T P R O T E C TO R N O . _ _ _ G E O T E X TIL E S F O R U N D E R D R A IN S A G G R E G A TE F O R U N D E R D R A IN S H MA F O R U N D E R D R A IN S F LO W L I N E E LE VA T I O N @ U N D E R D R A IN P I P E LIMIT O U T LE T P IP E R E Q U I R E D C O N N E C T U N D E R D R A IN P IP E T O S T R U C T U R E N O . _ _ _ _ _ S T R U C T U R E IN V E R T E LE V A TIO N 4 5 D E G R E E E LB O WS R E Q U IR E D ( 1 O R 2 ) O U T L E T A T O U T LE T P R O TE C T O R N O . _ _ _ D I T C H F L O W L IN E E L E V A T I O N A T O U T L E T P R O T E C T O R C O N N E C T O U T LE T P IP E T O S TR U C T U R E N O . _ _ _ S T R U C T U R E IN V E R T E LE V A TIO N B B O R R O W F O R S T R U C T U R E B A C K F ILL H MA F O R U N D E R D R A IN S FT. CITY OF CARMEL 07-08C-1 51 09-26-08 LINE "COL-E" (con’t) 111+50 37 31 3 0.00 N 111+87 816.90 N 421 816.40 111+87 63 53 6 816.90 N 421 816.40 112+50 817.14 N 112+50 350 292 32 817.14 N 422 816.65 116+00 822.25 N 116+00 149 124 13 822.25 N 424 822.19 117+49 823.18 N TOTALS 2957 2464 266 vsantoro 4:27:54 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.UD02.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G JSBJSB ELS VMS HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 29STRUCTURE DATA TABLE CITY OF CARMEL STRUCTURE DATA S T R U C T U R E N U M B E R 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 MANHOLE, INLET, CATCH BASIN, OR SPECIALTY STRUCTURE ft. L E N G T H S K E W ft. C O V E R ELEV. UP STREAM ELEV. DOWN STREAM FLOW LINE YR. S E R V IC E L IF E S I T E D E S I G N A T IO N p H B A C K F IL L M E T H O D CYS.TON CYS. C O N C R E T E , C L A S S A , F O R S T R U C T U R E S EACH P I P E E N D S E C T I O N TYPE EACH GRATED BOX END SECTION SLOPE SLOPE EACH SAFETY METAL END SECTION C O N N E C T T O S T R . N O . REMARKS SYS. G E O T E X T I L E S STATION CYS. O F F S E T FT S T R U C T U R E B A C K F IL L T Y P E T Y P E T Y P E R IP R A P TYPE F L O W A B L E B A C K F IL L V I D E O I N S P E C T I O N LFT. DESCRIPTION 07-08C-1 51 09-26-08 Line "E" 5 505+51.0 x 0.0 Existing Pipe Remove Existing Structure 6 505+51.0 x 0.0 6’ x 6’Precast Culvert Box 188 8 5.1 809.30 806.90 2 652.0 28.0 15.0 2 501 502+16.0 x 0.0 Existing Pipe Remove 20’ of Existing Pipe 502 502+78.0 x 0.0 Existing Inlet Remove Existing Structure 503 509+90.5 x 0.0 Existing Inlet Remove Existing Inlet and 13’ of Existing Pipe 620 502+50.0 x 6.0 Manhole K-4 621 506+50.0 x 6.0 42 Manhole K-4 393 13.9 801.47 800.69 1 1799.0 620 622 504+00.0 x 7.0 Manhole C-4 623 507+50.0 x 7.0 15 Manhole C-4 346 17.5 801.60 800.91 1 1084.8 622 "COL_W" 310 100+91.0 x 25.5 12 Catch Basin C-15 4 1.3 816.65 816.61 1 0.9 311 311 100+91.0 x 18.0 30 Manhole J-4 184 4.5 810.85 810.47 1 214.0 314 312 102+30.0 x 25.5 15 Inlet C-15 46 1.3 815.19 815.05 1 11.5 313 313 102+80.0 x 25.5 15 Catch Basin C-15 2 1.2 815.05 815.03 1 0.5 314 314 102+80.0 x 20.0 36 Manhole J-4 266 4.5 809.97 809.58 1 408.8 318 315 103+30.0 x 25.5 15 Inlet C-15 47 1.3 815.19 815.05 1 11.8 313 316 105+50.0 x 35.5 12 Inlet E-7 6 0.2 816.68 816.64 1 0.9 317 317 105+50.0 x 25.5 12 Catch Basin C-15 3 1.3 816.64 816.62 1 0.7 318 318 105+50.0 x 20.0 36 Manhole J-4 143 6.6 809.58 809.44 1 271.2 319 319 107+00.0 x 20.0 36 Manhole K-4 66 6.7 809.44 809.37 1 126.4 320 320 107+00.0 x 52.0 36 Manhole J-7 67 6.6 809.37 809.30 1 120.4 416 321 111+85.0 x 20.0 36 Manhole K-4 66 2.3 813.39 813.20 1 75.2 322 322 111+85.0 x 52.0 36 Manhole J-7 65 3.1 813.17 812.98 1 80.0 420 323 112+50.0 x 25.5 18 Inlet C-15 53 0.6 816.04 815.63 1 10.9 324 324 113+07.0 x 25.5 18 Catch Basin C-15 3 1.1 815.28 815.24 1 0.9 325 325 113+07.0 x 19.5 36 Manhole J-4 116 1.3 813.74 813.39 1 80.2 321 326 113+50.0 x 25.5 18 Inlet C-15 39 0.6 815.95 815.65 1 8.0 324 327 116+00.0 x 25.5 12 Catch Basin C-15 2 1.1 820.20 820.17 1 0.4 328 328 116+00.0 x 20.0 36 Manhole J-4 288 1.3 815.54 813.74 1 247.2 325 329 116+75.0 x 23.0 36 Manhole J-7 70 2.4 815.75 815.54 1 69.1 328 vsantoro 4:27:58 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.SD01.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G ELS JSB VMS JSB HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 30STRUCTURE DATA TABLE CITY OF CARMEL STRUCTURE DATA S T R U C T U R E N U M B E R 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 MANHOLE, INLET, CATCH BASIN, OR SPECIALTY STRUCTURE ft. L E N G T H S K E W ft. C O V E R ELEV. UP STREAM ELEV. DOWN STREAM FLOW LINE YR. S E R V IC E L IF E S I T E D E S I G N A T IO N p H B A C K F IL L M E T H O D CYS.TON CYS. C O N C R E T E , C L A S S A , F O R S T R U C T U R E S EACH P I P E E N D S E C T I O N TYPE EACH GRATED BOX END SECTION SLOPE SLOPE EACH SAFETY METAL END SECTION C O N N E C T T O S T R . N O . REMARKS SYS. G E O T E X T I L E S STATION CYS. O F F S E T FT S T R U C T U R E B A C K F IL L T Y P E T Y P E T Y P E R IP R A P TYPE F L O W A B L E B A C K F IL L V I D E O I N S P E C T I O N LFT. DESCRIPTION 07-08C-1 51 09-26-08 "COL_E" 410 102+00.0 x 20.0 12 Manhole C-4 230 0.6 815.87 814.68 1 39.4 413 411 102+00.0 x 28.0 12 Catch Basin C-15 3 1.3 815.88 815.87 1 0.7 410 412 103+84.0 x 28.0 12 Inlet C-15 46 1.3 814.05 813.91 1 9.8 414 413 104+34.0 x 20.0 15 Manhole C-4 260 1.3 813.67 811.60 1 142.8 416 414 104+34.0 x 28.0 15 Catch Basin C-15 3 1.3 813.68 813.67 1 0.8 413 415 105+00.0 x 28.0 12 Inlet C-15 62 1.3 814.13 813.93 1 13.2 414 416 107+00.0 x 20.0 36 Manhole K-4 142 6.6 809.30 809.16 1 276.5 417 417 108+50.0 x 20.0 36 SWTS Type II 54 7.9 809.16 809.07 1 115.9 6 418 109+50.0 x 20.0 36 SWTS Type III 32 7.4 809.85 809.40 1 65.1 6 419 111+50.0 x 28.0 12 Inlet C-15 33 1.6 816.50 816.40 1 8.0 421 420 111+87.0 x 18.5 36 Manhole K-4 229 3.1 812.98 809.85 1 334.4 418 421 111+87.0 x 28.0 15 Catch Basin C-15 3 1.3 816.40 816.35 1 0.8 420 422 112+50.0 x 28.0 12 Inlet C-15 59 1.6 816.65 816.40 1 14.2 421 423 116+00.0 x 20.0 12 Manhole C-4 407 1.2 822.15 816.84 1 83.0 420 424 116+00.0 x 28.0 12 Catch Basin C-15 3 1.2 822.19 822.17 1 0.6 423 vsantoro 4:28:02 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.SD02.dgn No. STATE OF INDIAN A REGISTE RED P R OFE S SIONAL ENGIN EER 10505104 J. SAMUEL B ALO G 820 830 Ac = 0.3 Af = 39.0 Vc = 0 Vf = 0 820 830 Ac = 1.6 Af = 26.6 Vc = 1 Vf = 30 810 820 830 Ac = 9.8 Af = 6.7 Vc = 11 Vf = 31 810 820 830 Ac = 19.0 Af = 1.6 Vc = 27 Vf = 8 810 820 830 Ac = 33.1 Af = 2.6 Vc = 48 Vf = 4 810 820 830 Ac = 47.2 Af = 4.2 Vc = 74 Vf = 6 40 30 20 10 0 10 20 30 10050403020107060 50 40 30 20 10 0 10 20 3050403020107060 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 31CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08C-1 MJM MJM JSB 20304050 10 0 40 50 60 20304050 10 0 70 40 50 80 70 80 90 60 70 80 908090 CUT FILL CUT FILL LINE "COL-E" 51 Ex. R/W 101 25 8 19 .2 Ex. R/W 101 50 8 19 .5 Ex. R/W 102 00 Inv.= 815.87 STR No.410 STR No.411 8 19 .8 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 102 50 8 2 0 .2 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 103 00 8 2 0 .5 Ex. R/WEx. Easement Ex. Easement Ex. Easement 103 50 vsantoro 4:28:18 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLE.dgn 6:12:1 P . G . 8 2 1.0 0 2:1 11:1 P . G. 8 2 0 . 4 4 2:1 50:1 Inv.= 815.88 Inv.= 815.87 P . G. 8 1 9 .8 7 50:1 P .G . 8 19 .3 1 5:1 50:1 P .G . 8 1 8 . 8 1 4 :1 50:1 810 820 830 Ac = 53.7 Af = 5.8 Vc = 63 Vf = 6 810 820 830 Ac = 54.6 Af = 7.0 Vc = 32 Vf = 4 800 810 820 830 Ac = 67.0 Af = 3.0 Vc = 77 Vf = 6 810 820 830 Ac = 72.1 Af = 1.8 Vc = 41 Vf = 1 810 820 830 Ac = 83.5 Af = 0.0 Vc = 144 Vf = 2 810 820 830 Ac = 68.4 Af = 18.0 Vc = 141 Vf = 17 40 30 20 10 0 10 20 30 10050403020107060 50 40 30 20 10 0 10 20 3050403020107060 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 32CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08C-1 MJM MJM JSB 20304050 10 0 40 50 60 20304050 10 0 70 40 50 80 70 80 90 60 70 80 908090 CUT FILL CUT FILL LINE "COL-E" 51 8 2 0 .7 Ex. R/WEx. Easement Ex. Easement Ex. Easement 103 84 Inv.= 814.05 STR No.412 8 2 0 .8 Ex. R/WEx. Easement Ex. Easement Ex. Easement 104 00 8 2 1 .0 Ex. R/WEx. Easement Ex. Easement Ex. Easement 104 34 Inv.= 813.67 STR No.413 Inv.= 813.93 STR No.414 8 2 1.1 Ex. R/WEx. Easement Ex. Easement Ex. Easement 104 50 8 2 1.4 Ex. R/WEx. Easement Ex. Easement Ex. Easement 105 00 Inv.= 814.13 STR No.415 8 2 1.6 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 105 50 vsantoro 4:28:19 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLE.dgn P . G . 8 1 8 .6 1 50:1 3 :1 P .G . 8 18 .5 5 3 :1 50:1 P . G. 8 1 8 .4 9 3 :1 50:1 Inv.= 813.68 Inv.= 813.67 P .G . 8 1 8 . 5 0 3 : 1 50:1 P .G . 8 18 .6 9 3 :1 112:1 P .G . 8 19 .1 0 3:1 50:1 810 820 830 Ac = 36.1 Af = 91.8 Vc = 97 Vf = 102 820 830 Ac = 29.9 Af = 45.6 Vc = 61 Vf = 127 800 810 820 830 Ac = 31.9 Af = 24.7 Vc = 57 Vf = 65 810 820 830 Ac = 24.1 Af = 39.0 Vc = 52 Vf = 59 810 820 830 Ac = 20.2 Af = 69.6 Vc = 41 Vf = 101 810 820 830 Ac = 22.7 Af = 55.5 Vc = 28 Vf = 81 40 30 20 10 0 10 20 30 10050403020107060 50 40 30 20 10 0 10 20 3050403020107060 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 33CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08C-1 MJM MJM JSB 20304050 10 0 40 50 60 20304050 10 0 70 40 50 80 70 80 90 60 70 80 908090 CUT FILL CUT FILL LINE "COL-E" 51 8 2 1. 9 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 106 00 8 2 2 .2 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 106 50 8 2 2 . 4 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 107 00 Inv.= 809.30 STR No.416 8 2 2 . 7 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 107 50 8 2 2 .9 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 108 00 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 8 2 3 .1 108 35 vsantoro 4:28:20 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLE.dgn P .G . 8 1 9 . 7 4 3 :1 50:1 P .G . 8 2 0 .4 5 4 :1 50:1 P . G . 8 2 1. 1 0 4 :1 50:1 Inv.= 809.30 P . G . 8 2 1 .6 1 5 :1 50:1 P . G . 8 2 1 .9 9 5 :1 50:1 P .G . 8 2 2 .18 5:1 2: 1 810 820 830 Ac = 31.0 Af = 18.6 Vc = 15 Vf = 21 810 820 830 Ac = 68.6 Af = 6.4 Vc = 92 Vf = 23 800 810 820 830 810 820 830 810 820 830 Ac = 47.0 Af = 11.0 Vc = 108 Vf = 17 820 830 Ac = 25.6 Af = 90.0 Vc = 47 Vf = 65 Skewed Cross Section Shown for Informational Purposes Skewed Cross Section Shown for Informational Purposes 40 30 20 10 0 10 20 30 10050403020107060 50 40 30 20 10 0 10 20 3050403020107060 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 34CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08C-1 MJM MJM JSB 20304050 10 0 40 50 60 20304050 10 0 70 40 50 80 70 80 90 60 70 80 908090 CUT FILL CUT FILL LINE "COL-E" 51 8 2 3 .1 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 108 50 Inv.= 809.16 STR No.417 8 2 3 . 3 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 109 00 8 2 3 . 4 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 109 13.74 809.40Inv.= 8 2 3 .4 Ex. R/W Ex. Easement Ex. Easement Ex. Easement 109 20.46 8 2 3 . 6 109 50 Inv.= 809.85 STR No.418 8 2 3 . 8 109 85 vsantoro 4:28:21 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLE.dgn P .G . 8 2 2 .2 5 5:1 P . G . 8 2 2 . 3 7 5:1 P . G . 8 2 2 . 3 8 5 :1 Inv.= 806.90 P .G . 8 2 2 .3 8 5:1 P . G . 8 2 2 . 3 6 4 :1 P . G . 8 2 2 . 2 8 4 :1 2: 1 820 830 Ac = 26.4 Af = 116.3 Vc = 14 Vf = 57 820 830 Ac = 37.9 Af = 105.4 Vc = 60 Vf = 205 820 830 Ac = 52.5 Af = 125.1 Vc = 84 Vf = 214 820 830 Ac = 68.6 Af = 68.7 Vc = 112 Vf = 179 810 820 830 Ac = 77.0 Af = 41.2 Vc = 100 Vf = 75 820 830 Ac = 79.1 Af = 33.0 Vc = 38 Vf = 18 40 30 20 10 0 10 20 30 10050403020107060 50 40 30 20 10 0 10 20 3050403020107060 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 35CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08C-1 MJM MJM JSB 20304050 10 0 40 50 60 20304050 10 0 70 40 50 80 70 80 90 60 70 80 908090 CUT FILL CUT FILL LINE "COL-E" 51 8 2 3 .8 110 00 8 2 4 .2 Ex. R/W 110 50 8 2 4 .5 Ex. R/W 111 00 8 2 4 .7 Ex. R/W Ex. R/W Ex. Easement 111 50 Inv.= 816.50 STR No.419 8 2 4 . 9 Ex. R/W Ex. Easement 111 87 Inv.= 816.84 STR No.420 Inv.= 816.40 STR No.421 8 2 5 . 0 Ex. R/W 112 00 vsantoro 4:28:23 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLE.dgn P .G . 8 2 2 .2 2 4:1 2: 1 P .G . 8 2 1 . 9 5 3 :1 6:1 3:1 P . G . 8 2 1 .6 2 3: 1 50:1 P .G . 8 2 1 .3 0 3: 1 50:1 P . G . 8 2 1 .2 2 3:1 50:1 Inv.= 812.98 Inv.= 816.35 Inv.= 816.40 P . G . 8 2 1.2 4 3:1 50:1 820 830 Ac = 79.4 Af = 6.0 Vc = 147 Vf = 36 820 830 Ac = 89.7 Af = 0.0 Vc = 157 Vf = 6 820 830 Ac = 101.7 Af = 0.0 Vc = 177 Vf = 0 820 830 840 Ac = 96.4 Af = 0.0 Vc = 183 Vf = 0 820 830 840 Ac = 72.7 Af = 0.0 Vc = 157 Vf = 0 820 830 840 Ac = 58.0 Af = 1.4 Vc = 121 Vf = 1 40 30 20 10 0 10 20 30 10050403020107060 50 40 30 20 10 0 10 20 3050403020107060 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 36CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08C-1 MJM MJM JSB 20304050 10 0 40 50 60 20304050 10 0 70 40 50 80 70 80 90 60 70 80 908090 CUT FILL CUT FILL LINE "COL-E" 51 8 2 5 .2 Ex. R/W 112 50 Inv.= 816.65 STR No.422 8 2 5 .5 Ex. R/W 113 00 8 2 5 .8 Ex. R/W 113 50 8 2 6 . 1 Ex. R/W Ex. Easement 114 00 8 2 6 .4 Ex. R/W 114 50 8 2 6 .6 Ex. R/W 115 00 vsantoro 4:28:24 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLE.dgn P . G . 8 2 1 .4 6 3:1 50:1 P .G . 8 2 1 . 9 8 3:1 6:1 3:1 P .G . 8 2 2 .7 9 3: 1 6:1 3:1 P . G . 8 2 3 . 8 5 3 :1 6:1 3:1 P .G . 8 2 4 .9 3 4 :1 50:1 P . G . 8 2 5 . 8 1 6:1 50:1 820 830 840 Ac = 51.2 Af = 6.2 Vc = 101 Vf = 7 810 820 830 840 Ac = 49.7 Af = 10.4 Vc = 93 Vf = 15 820 830 840 Ac = 48.4 Af = 17.7 Vc = 91 Vf = 26 820 830 840 Ac = 46.8 Af = 26.3 Vc = 88 Vf = 41 820 830 840 Ac = 46.1 Af = 27.4 Vc = 9 Vf = 5 40 30 20 10 0 10 20 30 10050403020107060 50 40 30 20 10 0 10 20 3050403020107060 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 37CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08C-1 MJM MJM JSB 20304050 10 0 40 50 60 20304050 10 0 70 40 50 80 70 80 90 60 70 80 908090 CUT FILL CUT FILL LINE "COL-E" 51 8 2 6 .8 Ex. R/W 115 50 8 2 7 .0 Ex. R/W 116 00 STR No.423 STR No.424 8 2 7 . 4 Ex. R/W 116 50 8 2 7 . 7 Ex. R/W 117 00 Ex. R/W 117 05 vsantoro 4:28:25 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLE.dgn P .G . 8 2 6 .2 9 7:1 50:1 P .G . 8 2 6 . 5 7 8:1 50:1 Inv.= 822.19 Inv.= 822.17 P . G . 8 2 6 . 8 5 8:1 50:1 P . G . 8 2 7 . 1 3 7:1 50:1 7:1 50:1 810 820 830 Ac = 39.9 Af = 19.5 Vc = 0 Vf = 0 820 830 Ac = 34.1 Af = 13.3 Vc = 15 Vf = 7 820 830 Ac = 56.4 Af = 1.2 Vc = 84 Vf = 13 820 830 Ac = 70.9 Af = 0.6 Vc = 118 Vf = 2 810 820 830 Ac = 80.5 Af = 0.2 Vc = 84 Vf = 0 810 820 830 Ac = 87.4 Af = 0.0 Vc = 62 Vf = 0 60 50 40 30 20 10 0 102010010204030 70 60 50 40 30 20 10 0 102010010204030 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 38CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08Ca MJM MJM JSB 50607080 40 30 20 30 40 50607080 40 30 20 30 40 50 50 60 70 80 50 60 70 805060 CUT CUTFILL FILL LINE "COL-W" 51 Ex. R/W Ex. Easement Ex. Easement 8 1 9 .1 100 89 STR No.310 Inv.= 810.85 STR No.311 816.65Inv.= Ex. R/W Ex. Easement Ex. Easement 8 1 9 .2 101 00 Ex. R/W Ex. Easement Ex. Easement 8 19 .5 101 50 Ex. R/W Ex. Easement Ex. Easement 8 19 .8 102 00 8 19 .9 102 30 Ex. R/WEx. R/W Ex. Easement Ex. Easement Ex. Easement Inv.= 815.19 STR No.312 Ex. R/WEx. R/W Ex. Easement Ex. Easement Ex. Easement 8 2 0 .0 102 50 vsantoro 4:28:38 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLW.dgn 4:1 P .G . 8 2 1 . 1 9 Inv.= 816.61 2: 1 3: 1 6:1 P .G . 8 2 1 . 0 7 2: 1 3: 1 6:1 P . G . 8 2 0 . 5 6 2: 1 3: 1 P . G . 8 2 0 . 1 5 6:1 20:1 6:1 P . G . 8 2 0 . 0 0 22:1 6:1 P .G . 8 1 9 . 9 4 12:1 800 810 820 830 Ac = 98.3 Af = 0.0 Vc = 103 Vf = 0 810 820 830 Ac = 115.1 Af = 0.0 Vc = 79 Vf = 0 810 820 830 Ac = 107.1 Af = 0.0 Vc = 123 Vf = 0 810 820 830 Ac = 100.6 Af = 0.0 Vc = 77 Vf = 0 810 820 830 Ac = 87.2 Af = 0.0 Vc = 174 Vf = 0 810 820 830 Ac = 67.8 Af = 0.0 Vc = 143 Vf = 0 60 50 40 30 20 10 0 102010010204030 70 60 50 40 30 20 10 0 102010010204030 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 39CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08Ca MJM MJM JSB 50607080 40 30 20 30 40 50607080 40 30 20 30 40 50 50 60 70 80 50 60 70 805060 CUT CUTFILL FILL LINE "COL-W" 51 8 2 0 . 2 102 80 Ex. R/W Ex. R/W Ex. Easement Ex. EasementEx. Easement Inv.= 815.05 STR No.313 Inv.= 809.97 STR No.314 Ex. R/WEx. R/W Ex. EasementEx. Easement 8 2 0 . 2 103 00 8 2 0 .5 103 30 Ex. R/WEx. R/W Ex. EasementEx. Easement Ex. Easement Inv.= 815.19 STR No.315 Ex. R/WEx. R/W Ex. Easement Ex. Easement 8 2 0 .7 103 50 Ex. R/W Ex. Easement Ex. Easement 8 2 1.0 104 00 Ex. R/W Ex. Easement Ex. Easement 8 2 1.3 104 50 vsantoro 4:28:39 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLW.dgn 6:1 P . G . 8 1 9 . 9 0 Inv.= 815.05 Inv.= 815.03 9:1 3:1 6:1 P . G . 8 1 9 . 9 2 8:1 4:1 8 2 0 .0 0 P . G . 7:1 4:1 P .G . 8 2 0 .0 9 6:1 6:1 P .G . 8 2 0 .3 7 6:1 6:1 5:1P .G . 8 2 0 .6 4 810 820 830 Ac = 57.8 Af = 0.0 Vc = 116 Vf = 0 810 820 830 Ac = 29.4 Af = 2.4 Vc = 81 Vf = 2 810 820 830 Ac = 15.0 Af = 43.7 Vc = 41 Vf = 43 810 820 830 Ac = 14.0 Af = 16.6 Vc = 27 Vf = 56 800 810 820 830 Ac = 26.0 Af = 3.5 Vc = 37 Vf = 19 820 830 Ac = 22.8 Af = 5.0 Vc = 45 Vf = 8 60 50 40 30 20 10 0 102010010204030 70 60 50 40 30 20 10 0 102010010204030 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 40CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08Ca MJM MJM JSB 50607080 40 30 20 30 40 50607080 40 30 20 30 40 50 50 60 70 80 50 60 70 805060 CUT CUTFILL FILL LINE "COL-W" 51 Ex. R/W Ex. Easement Ex. Easement 8 2 1.7 105 00 Ex. R/W Ex. Easement Ex. Easement 8 2 2 .1 105 50 STR No.317 Inv.= 809.58 STR No.318 816.68Inv.= 816.68Inv.= 816.64Inv.= 316STR No. Ex. R/W Ex. EasementEx. Easement 8 2 2 .3 106 00 Ex. R/W Ex. Easement Ex. Easement 8 2 2 .6 106 50 Ex. R/W Ex. Easement Ex. Easement 8 2 2 .9 107 00 Inv.= 809.44 STR No.319 320STR No. Ex. R/W Ex. Easement Ex. Easement 8 2 3 . 1 107 50 vsantoro 4:28:40 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLW.dgn 819.96 2: 1 4:1 5:1 P .G . 8 2 0 .9 2 819.50 2: 1 4:1 5:1 P .G . 8 2 1 . 1 9 Inv.= 816.64 Inv.= 816.62 6:1 P .G . 8 2 1 . 4 7 6:1 6:1 6:1 P .G . 8 2 1 . 7 4 6:1 P .G . 8 2 2 .0 2 13:1 Inv.= 809.44 Inv.= 809.37 Inv.= 809.37 6:1 P . G . 8 2 2 . 2 5 5 :1 820 830 Ac = 15.9 Af = 22.8 Vc = 36 Vf = 26 820 830 Ac = 15.8 Af = 76.5 Vc = 29 Vf = 92 820 830 Ac = 19.1 Af = 110.5 Vc = 32 Vf = 173 820 830 Ac = 46.2 Af = 65.1 Vc = 42 Vf = 114 810 820 830 820 830 Ac = 47.2 Af = 17.8 Skewed Cross Section Shown for Informational Purposes Vc = 26 Vf = 24 60 50 40 30 20 10 0 102010010204030 70 60 50 40 30 20 10 0 102010010204030 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 41CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08Ca MJM MJM JSB 50607080 40 30 20 30 40 50607080 40 30 20 30 40 50 50 60 70 80 50 60 70 805060 CUT CUTFILL FILL LINE "COL-W" 51 Ex. R/W Ex. Easement Ex. Easement 8 2 3 . 4 108 00 Ex. R/W Ex. EasementEx. Easement 8 2 3 .6 108 50 Ex. R/W Ex. Easement Ex. Easement 8 2 3 .8 109 00 8 2 4 . 0 109 35 Ex. R/W Ex. Easement Ex. Easement 8 2 4 .0 109 49.10 Ex. R/W Ex. Easement 8 2 4 .1 109 50 vsantoro 4:28:41 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLW.dgn 5:1 P . G . 8 2 2 . 4 0 7:1 5:1P .G . 8 2 2 .4 7 4:1 4:1 4:1P .G . 8 2 2 .4 5 3:1 P . G . 8 2 2 . 3 9 2: 1 2:1 814.22 4:1P .G . 8 2 2 .3 5 Inv.= 809.30 4:1 P .G . 8 2 2 .3 5 2: 1 2:1 813.77 810 820 830 810 820 830 Ac = 38.7 Af = 42.1 Vc = 80 Vf = 56 810 820 830 Ac = 34.0 Af = 76.5 Vc = 47 Vf = 77 810 820 830 Ac = 38.2 Af = 103.9 Vc = 20 Vf = 50 810 820 830 Ac = 46.9 Af = 87.5 Vc = 79 Vf = 177 820 830 Ac = 66.1 Af = 44.1 Vc = 105 Vf = 122 Skewed Cross Section Shown for Informational Purposes 60 50 40 30 20 10 0 102010010204030 70 60 50 40 30 20 10 0 102010010204030 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 42CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08Ca MJM MJM JSB 50607080 40 30 20 30 40 50607080 40 30 20 30 40 50 50 60 70 80 50 60 70 805060 CUT CUTFILL FILL LINE "COL-W" 51 8 2 4 .1 109 56.07 8 2 4 . 3 110 00 8 2 4 .5 110 35 8 2 4 .6 110 50 Ex. R/W Ex. Easement Ex. Easement 8 2 4 .9 111 00 Ex. R/W Ex. Easement Ex. Easement 8 2 5 . 1 111 50 vsantoro 4:28:42 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLW.dgn 4:1 P .G . 8 2 2 .3 3 3:1 P . G . 8 2 2 . 1 6 2:1 2: 1 813.58 P .G . 8 2 1 . 9 8 2:1 3:1 3:1 3:1P . G. 8 2 1 .8 9 3:1 3:1 P . G. 8 2 1 .5 4 3:1 3:1P . G . 8 2 1 .1 4 810 820 830 Ac = 87.3 Af = 27.3 Vc = 99 Vf = 46 820 830 Ac = 102.1 Af = 17.5 Vc = 53 Vf = 12 820 830 Ac = 131.0 Af = 11.5 Vc = 216 Vf = 27 820 830 Ac = 155.5 Af = 4.8 Vc = 265 Vf = 15 810 820 830 Ac = 156.4 Af = 4.3 Vc = 40 Vf = 1 820 830 840 Ac = 154.0 Af = 3.1 Vc = 247 Vf = 6 60 50 40 30 20 10 0 102010010204030 70 60 50 40 30 20 10 0 102010010204030 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 43CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08Ca MJM MJM JSB 50607080 40 30 20 30 40 50607080 40 30 20 30 40 50 50 60 70 80 50 60 70 805060 CUT CUTFILL FILL LINE "COL-W" 51 Ex. R/W Ex. Easement Ex. Easement 8 2 5 . 3 111 85 Inv.= 813.39 STR No.321 STR No.322 Ex. R/W Ex. Easement Ex. Easement 8 2 5 .4 112 00 Ex. R/W Ex. Easement Ex. Easement 8 2 5 .6 112 50 Inv.= 816.04 STR No.323 Ex. R/W Ex. EasementEx. Easement 8 2 5 .9 113 00 8 2 6 .0 113 07 Inv.= 815.65 STR No.324 Inv.= 813.74 STR No.325 Ex. R/W Ex. Easement Ex. Easement 8 2 6 . 1 113 50 Inv.= 815.95 STR No.326 vsantoro 4:28:43 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLW.dgn 15:1 3:1P . G . 8 2 0 . 8 7 Inv.= 813.39 Inv.= 813.20 Inv.= 813.17 10:1 3:1P . G . 8 2 0 .7 5 6:1 3:1P . G . 8 2 0 . 3 5 6:1 3:1P .G . 8 2 0 .1 3 8 2 0 .1 3 P . G . 6:1 3:1 Inv.= 815.28 Inv.= 815.24 6:1 3:1P . G . 8 2 0 . 2 6 820 830 840 Ac = 141.8 Af = 3.0 Vc = 274 Vf = 6 820 830 840 Ac = 126.6 Af = 3.9 Vc = 249 Vf = 6 820 830 840 Ac = 105.4 Af = 6.8 Vc = 215 Vf = 10 820 830 840 Ac = 78.0 Af = 18.6 Vc = 170 Vf = 24 810 820 830 840 Ac = 55.1 Af = 37.6 Vc = 123 Vf = 52 60 50 40 30 20 10 0 102010010204030 70 60 50 40 30 20 10 0 102010010204030 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 44CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08Ca MJM MJM JSB 50607080 40 30 20 30 40 50607080 40 30 20 30 40 50 50 60 70 80 50 60 70 805060 CUT CUTFILL FILL LINE "COL-W" 51 Ex. R/W Ex. Easement Ex. Easement 8 2 6 .3 114 00 Ex. R/W Ex. Easement Ex. Easement 8 2 6 . 6 114 50 Ex. R/W Ex. Easement Ex. Easement 8 2 6 .8 115 00 Ex. R/W Ex. Easement Ex. Easement 8 2 7 .0 115 50 Ex. R/W Ex. Easement 8 2 7 .2 116 00 STR No.327 STR No.328 vsantoro 4:28:44 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLW.dgn 6:1 3:1P .G . 8 2 0 .7 4 6:1 3:1P . G . 8 2 1. 5 6 6:1 3:1P . G. 8 2 2 . 5 6 6:1 3:1 P . G. 8 2 3 . 5 6 7:1 3:1P .G . 8 2 4 .5 6 Inv.= 815.54 Inv.= 820.20 Inv.= 820.17 820 830 840 Ac = 36.3 Af = 46.0 Vc = 85 Vf = 77 820 830 840 Ac = 31.2 Af = 51.4 Vc = 20 Vf = 29 820 830 840 Ac = 0.0 Af = 0.0 Vc = 0 Vf = 0 60 50 40 30 20 10 0 102010010204030 70 60 50 40 30 20 10 0 102010010204030 CROSS SECTIONS Scale: 1 inch = 10 feet HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 45CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB 07-08Ca MJM MJM JSB 50607080 40 30 20 30 40 50607080 40 30 20 30 40 50 50 60 70 80 50 60 70 805060 CUT CUTFILL FILL LINE "COL-W" 51 Ex. R/W Ex. Easement 8 2 7 .4 116 50 Ex. R/W Ex. Easement 8 2 7 .5 116 66 Ex. R/W Ex. Easement 116 75 329STR No. vsantoro 4:28:45 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.COLW.dgn 22:1 4:1 P . G . 8 2 5 . 5 6 38:1 4:1P .G . 8 2 5 .8 8 Inv.= 815.75 07-08C-1 800 810 820 830 810 820 830 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. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 46CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB MJM MJM LINE "E"JSB 51 Ex. R/W Ex. Easement Ex. Easement Ex. R/W Ex. Easement Ex. Easement Ex. Easement 502 50 Inv.= 800.69 STR No.620 Inv.= 800.69 STR No. Ex. R/W Ex. Easement Ex. Easement Ex. R/W Ex. Easement Ex. Easement Ex. Easement 503 00 vsantoro 4:28:51 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.E.dgn 07-08C-1 810 820 830 810 820 830 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. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 47CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB MJM MJM LINE "E"JSB 51 Ex. R/W Ex. Easement Ex. Easement Ex. R/W Ex. Easement Ex. Easement Ex. Easement 503 50 Ex. R/W Ex. Easement Ex. Easement Ex. R/W Ex. Easement Ex. Easement Ex. Easement 504 00 Inv.= 800.91 STR No.622 vsantoro 4:28:52 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.E.dgn 07-08C-1 810 820 830 810 820 830 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. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 48CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB MJM MJM LINE "E"JSB 51 Ex. R/W Ex. EasementEx. Easement Ex. R/W Ex. Easement Ex. Easement Ex. Easement 504 50 Ex. R/W Ex. Easement Ex. Easement Ex. R/W Ex. Easement Ex. Easement Ex. Easement 505 00 vsantoro 4:28:53 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.E.dgn 07-08C-1 810 820 830 810 820 830 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. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 49CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB MJM MJM LINE "E"JSB 51 Ex. R/W Ex. Easement Ex. R/W Ex. Easement Ex. Easement 505 50 506 00 vsantoro 4:28:53 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.E.dgn 07-08C-1 800 810 820 830 810 820 830 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. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 50CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB MJM MJM LINE "E"JSB 51 506 50 Inv.= 801.47 STR No.621 Inv.= 801.47 STR No. 507 00 Ex. R/W Ex. Easement Ex. Easement Ex. R/W vsantoro 4:28:54 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.E.dgn 07-08C-1 810 820 830 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. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 51CROSS SECTION 1" = 10’ 1" = 10’ CITY OF CARMEL JSB MJM MJM LINE "E"JSB 51 507 50 Ex. R/W Ex. Easement Ex. Easement Ex. R/W Ex. Easement Inv.= 801.60 STR No.623 vsantoro 4:28:54 PM9/25/2008 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5a.CS.E.dgn