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Home My WebLink AboutFull Set_20170215_R20170614-1-signed_RCARMELAIRE DRIVEASPEN WAYCARMELAIRE DRIVEAMYS RUN DRIVEAMYS RUN COURTCARMELAIRE COURT ASPEN DRIVE CARMELAIRE DRIVEHEATHER DRIVE AMYS RUN DRIVE 5TH STREET SE1ST AVENUE SE PROJECT LOCATIONCARMELTOWN CONDOMINIUMS509 1ST AVENUE S.E.CARMEL, INC001Know what'sbelow.before you dig.CallRENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netCarmeltown Condominiums Drainage & Pavement Improvements - Phase IBENCHMARK INFORMATION:B.M.- A Hamilton County Geodetic Control Disk in thenorthwest corner of the concrete bridge deck of Range LineRoad over Cool Creek, stamped "HCBR 194." General cordsare: N 1726659.34 W 199023.08 NAD 83(CORS 86).Elev. = 811.76 NAVD 88.TBM 1 - Northeast flange nut of a fire hydrant located on theeast side of Carmelaire Drive 22 feet north of the intersectionwith Aspen Drive. Elev. = 853.99 NAVD 88TBM 2 - Northeast flange nut of a fire hydrant located 18 feetnorth of the centerline of Aspen Way 160 feet west ofCarmelaire Court. Elev. = 855.46 NAVD88TBM 3 - Northwest flange nut of a fire hydrant located 21 feetwest of centerline of Amys Run Drive and 116 feet north of thecenterline of Carmelaire Dr. Elev. = 851.66 NAVD 88TBM 4 - West flange nut of a fire hydrant located on 19 feetnorth of the centerline of Carmelaire Drive and 172 feet east ofthe centerline of 1st Avenue S.E. Elev. = 853.76 NAVD 88PAVEMENT & DRAINAGE IMPROVEMENT PLANS FOR2/15/201714. THE TOTAL DISTURBED AREA IS 175,895 SF OR 4.04 ACRES. 15. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 16. ALL PAVEMENT WITHIN THE EXISTING RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WOTK WITHIN THE RIGHT-OF-WAY.Revisions per City review comments. 4/14/17 JRV Revisions per City review comments 6/14/17 JRV GGGWWWWWE ESANSANSANSANSANSANSAN SANSANG G G SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANWCOMMCOMMCOMMEEEEEEEEESANSANSANSANSANSANSANSANGG G EWG SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANESAN SANSANSANSANSANSANSANSANSANWWEESAN SAN EWW GE SANSANSANSANSANSANSANSANSANSANWWWCOMMSANWWWWW WWWWWWWW W W W W W W UNNAMED STREETCARMELAIRE DRIVEASPEN WAYCARMELAIRE DRIVEAMYS RUN DRIVEAMYS RUN COURTCARMELAIRE COURT ASPEN DRIVE CARMELAIRE DRIVEHEATHER DRIVE AMYS RUN DRIVE 5TH STREET SE1ST AVENUE SEWWWWWWWWWWWWWWWW WWWGGGGGGGGGE E E E ECOMMCOMMCOMM CATV(U)COMMCOMME EEEEEEEEEEEEE E E E ECATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)ST1027Curb InletT. Cstg.847.20Gutter846.70SW 6" PVC845.55N 12" RCP844.69ST1269Storm ManholeRim Elev.848.03Invert844.23ST1303Curb InletT, Cstg.846.84Gutter846.51S 12" RCP844.37W 12" RCP844.34ST2027Curb InletT. Cstg.850.50Gutter850.12N 12" RCP848.41ST2249Curb InletT. Cstg.850.01Gutter849.61W 12" RCP847.83E 12" RCP847.83ST2577Curb InletT. Cstg.849.94Gutter849.55W 12" RCP847.52E 12" RCP847.46ST2782Curb InletT. Cstg.851.16Gutter850.75NE 12" RCP 848.55ST2906Curb InletT. Cstg.850.53Gutter850.16S 6" PVC849.05SW 12" RCP848.33NE 12" RCP848.08ST3064Trench DrainT. Cstg.851.19N 6" PVC850.40ST3077Trench DrainT. Cstg.851.23S 6" PVC850.48ST3087Trench DrainT. Cstg.850.97N 6" PVC850.01ST3265Trench DrainT. Cstg.851.53N 6" PVC850.88ST3266Trench DrainT. Cstg.851.34S 6" PVC850.70ST4085Area InletRim Elev.853.08SE 6" PVC851.89ST4522Curb InletT. Cstg.845.63Gutter845.31N 12" RCP843.05ST4533Curb InletT. Cstg.845.41Gutter845.00S 12' RCP842.91W 12" RCP842.75ST4727Curb InletT. Cstg.841.19Gutter840.70N 12" RCP837.09W 12" CPP837.09ST4756Area InletRim Elev.840.01NE 12" CPP836.30E 12" RCP836.36W 12" VCP836.03ST4757Storm ManholeRim Elev.839.75S 12" RCP836.06E 12" VCP835.87W 12: VCP835.80ST4836Curb InletT. Cstg.841.28Gutter840.77S 12" RCP837.33ST5263Curb InletT. Cstg.849.04Gutter848.65E 15" RCP846.60ST5278Curb InletT. Cstg.848.97Gutter848.60N 8" CPP847.35W 12" RCP846.67E 12" RCP846.67Full of SiltST5731Yard DrainBeehive Rim850.63Square Rim850.34E 6" PVC849.40N 6" CPP849.40ST10256Beehive InletRim Elev.850.95S 4" CPP849.84N 12" RCP848.02ST10292Beehive InletRim Elev.850.09W 15" RCP847.56S 15" RCP847.00N 18" RCP846.86ST10397Beehive InletRim Elev.849.25W 15" RCP846.46S 18" RCP846.44E 18" RCP845.56ST10437Area InletRim Elev.850.48S 12" RCP847.85W 15" RCP847.83N 18" RCP847.68TO: Carmeltown, Inc.509 1st Avenue S.E.Carmel, IN 46032This drawing is not intended to be represented as a retracement or original boundary survey, route survey, or a Surveyor Location Report.The topographic data was gathered using survey grade GPS and standard radial surveying techniques and/or with an electronic instrument with datacollector. Elevations on hard surfaces or structures are accurate to within 0.05 feet; elevations on natural surfaces are accurate to within 0.1 feet on thedate on which the elevations were obtained; however, changes in elevations can occur due to soils swell and subsidence, freeze thaw cycles, and windand water erosion. The magnitude of these changes depends upon soils types, seasonal changes, and the frequency and intensity of wind, rain, andsnow events. It is recommended that if the topographic data is to be used for planning or design purposes that a check of elevations be performed priorto any construction activity. Contours are plotted based upon interpolation of the spot elevations shown hereon and are generally accurate to withinone-half of the contour interval depicted. No warranty, either express or implied, is made as to the accuracy or completeness of information provided bygovernmental authorities and / or third parties, or as to its fitness for any particular purpose or use, including but not limited to information presented onunderground utilities, flood hazard zones, floodway zones, wetlands, recording information, zoning, and regulated drains. In no event will WeiheEngineers, Inc., its employees, agents, and/or assigns be liable for any damages arising out of the furnishing and/or use of such information. Thelocations of all existing underground utilities shown on this survey are based upon above ground evidence (including, but not limited to, manholes, inlets,valves, and/or marks made upon the ground by other) and are speculative in nature. There may also be other existing underground utilities for whichthere is no above ground evidence or for which no above ground evidence was observed. The exact locations of said existing underground utilities shallbe verified by the contractor prior to any and all construction of planned improvements on or near the property.Norman H. Hiselman, PSJune 14, 2016B.M. - A Hamilton County Geodetic Control Disk in the northwest corner of the concrete bridge deck of Range Line Road over Cool Creek, stamped"HCBR 194." General cords are: N 1726659.34 W 199023.08 NAD 83(CORS 86). Elev. = 811.76 NAVD 88.TBM 1 - Northeast flange nut of a fire hydrant located on the east side of Carmelaire Drive 22 feet north of the intersection with Aspen Drive.Elev. = 853.99 NAVD 88TBM 2 - Northeast flange nut of a fire hydrant located 18 feet north of the centerline of Aspen Way 160 feet west of Carmelaire Court.Elev. = 855.46 NAVD 88TBM 3 - Northwest flange nut of a fire hydrant located 21 feet west of centerline of Amys Run Drive and 116 feet north of the centerline of Carmelaire Dr.Elev. = 851.66 NAVD 88TBM 4 - West flange nut of a fire hydrant located on 19 feet north of the centerline of Carmelaire Drive and 172 feet east of the centerline of 1st AvenueS.E. Elev. = 853.76 NAVD 88317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE E N G I N E E R S Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Topographic SurveyC100GGGWWWEEET(U)T(U)CATV(U)CATV(U)WSNECarmeltown Condominiums Drainage & Pavement Improvements - Phase I FLOOD ROUTINGRevisions per City review comments. 4/14/14 JRV Revisions per City review comments. 6/14/17 JRV SAN SAN SAN W W COMM COMM COMM E E E E E E ESANSANSANSANSANSANSANSANSANSANSAN SANEEWWGSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANEESANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANW W W W W COMM COMM SAN SANW WWWW W W W W W W W W W WWWWWWWWWWWUNNAMEDSTREETCARMELAIRE D R I V E AMYS RUN DRIVE AMYS RUN COURTCARMELAIRE DRIVEAMYS RUN DRIVECATV(U) CATV(U) COMM COMM CATV(U)COMM COMM EEE E E E E E E E E E E WWWE E E E E E E EEEEEEECATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)C101DEMOLITION PLANENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IGENERAL NOTES 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. 3.UTILITY LOCATIONS ARE SHOWN TO BE APPROXIMATE. 4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA RESIDENTS. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 6.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. WEIHE ENGINEERS, INC. 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 42680 (317) 846-6611 OR TOLL FREE 1-800-452-6408 DUANE SHARRER, P.E. sharrerd@weihe.net DEMOLITION NOTES REMOVE CONCRETE CURB REMOVE ASPHALT PAVEMENT UP TO FACE OF GARAGES (OR UP TO CONCRETE APRONS). CONCRETE APRONS AND SIDEWALKS TO REMAIN. REMOVE STORM SEWER PIPE REMOVE STORM SEWER STRUCTURE REMOVE AND REPLACE STORM SEWER STRUCTURE. (SEE GRADING PLAN AND STORM SEWER PLAN AND PROFILE SHEETS FOR PROPOSED STRUCTURE INFORMATION). REMOVE STORM DRAIN EXISTING STORM SEWER PIPE TO BE ABANDONED IN PLACE EXISTING STORM PIPE TO BE CAPPED SAW CUT EXISTING CURB AND ASPHALT PAVEMENT 1 2 3 4 5 6 7 8 9 Know what's below. before you dig.Call R W S N E G G G W W W E E E T(U)T(U) CATV(U)CATV(U)SEE SHEET 102SEE SHEET C104 2/15/2017NOTE: DOCUMENTATION HAS BEEN OBTAINED THAT INDICATES THE RIGHT-OF-WAY HAS BEEN DEDICATED TO THE CITY OF CARMEL BUT THE PAVEMENT HAS NOT BEEN ACCEPTED FOR MAINTENANCE BY THE CITY. SINCE THE DOCUMENTATION DID NOT INDICATE THE WIDTH OF THE DEDICATED RIGHT-OF-WAY, IT IS ASSUMED TO BE 30 FT. WHICH IS THE WIDTH OF THE STREETS FROM BACK-OF-CURB TO BACK-OF-CURB. ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL) ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL) 11 11 11 11 11 11 11 11 SILT FENCE SHALL BE INSTALLED BEHIND ALL CURBS PRIOR TO REMOVAL 10 NOT APPLICABLE TO THIS SHEET. STR. ST2249 CURB INLET TC = 850..01 INV = 847.83 (12"-S) INV = 847.83 (12"-E) STR ST2577 CURB INLET TC = 849.94 INV = 847.52 (12"-W) INV = 847.46 (12"-E) STR ST2027 CURB INLET TC = 850.50 INV = 848.41 (12"-N) STR ST2782 CURB INLET TC = 851.16 INV = 848.55 (12"-NE) STR ST2906 CURB INLET TC = 850.53 INV = 849.05 (6"-S) INV = 848.33 (12"SW) INV = 848.08 (15"-NE) MAINTENANCE OF TRAFFIC NOTE: CONTRACTOR SHALL PLACE "ROAD CLOSED" SIGNS AND TYPE IV BARRICADES AT CONSTRUCTION LIMITS DEFINED FOR EACH PHASE OF THIS PROJECT. SEE DETAILS ON SHEET C800. Revisions per City review comments 4/14/17 JRVSTREET WIDTH - 30 FT. B-B (TYPICAL) STREET WIDTH - 30 FT. B-B (TYPICAL)Revisions per City review comments. 6/14/17 JRV GSANGGSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN W W COMM COMM COMM COMM COMME E E E E E E E E E E E E ESANSANSANSANSANSANSANSANSANSANSAN SANG G GGGSANSANWWWEEECOMMSANSANSANSANCOM M COM M E E SAN SAN W WUNNAMEDSTREET CARMELAIRE D R I V EHEATHER DRIVEAMYS RUN DRIVE5TH STREET SE C102DEMOLITION PLANENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IDEMOLITION NOTES REMOVE CONCRETE CURB REMOVE ASPHALT PAVEMENT UP TO FACE OF GARAGES (OR UP TO CONCRETE APRONS). CONCRETE APRONS AND SIDEWALKS TO REMAIN. REMOVE STORM SEWER PIPE REMOVE STORM SEWER STRUCTURE REMOVE AND REPLACE STORM SEWER STRUCTURE. (SEE GRADING PLAN AND STORM SEWER PLAN AND PROFILE SHEETS FOR PROPOSED STRUCTURE INFORMATION). REMOVE STORM DRAIN EXISTING STORM SEWER PIPE TO BE ABANDONED IN PLACE EXISTING STORM PIPE TO BE CAPPED SAW CUT EXISTING CURB AND ASPHALT PAVEMENT 1 2 3 4 5 6 7 8 9 Know what's below. before you dig.Call R W S N E G G G W W W E E E T(U)T(U) CATV(U)CATV(U) SEE SHEET C103 SEE SHEET C101GENERAL NOTES 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. 3.UTILITY LOCATIONS ARE SHOWN TO BE APPROXIMATE. 4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA RESIDENTS. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 6.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. WEIHE ENGINEERS, INC. 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 42680 (317) 846-6611 OR TOLL FREE 1-800-452-6408 DUANE SHARRER, P.E. sharrerd@weihe.net 2/15/2017ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL) 11 11 11 SILT FENCE SHALL BE INSTALLED BEHIND CURBS PRIOR TO REMOVAL. 11 11 11 11 11 10 NOT APPLICABLE TO THIS SHEET. 11 STR ST4533 CUEB INLET TC = 845.41 INV = 842.91 (12"-S) INV = 842.75 (12"-W) STR ST4522 CURB INLET TC = 845.63 INV = 843.05 (12"-N) STR ST2249 CURB INLET TC = 850.01 INV = 847.83 (12"-S) INV = 847.83 (12"-E) STR ST2577 CURB INLET TC = 849.94 INV = 847.52 (12"-W) INV = 847.46 (12"-E) STR ST2027 CURB INLET TC = 850.50 INV = 848.41 (12"-N) MAINTENANCE OF TRAFFIC NOTE: CONTRACTOR SHALL PLACE "ROAD CLOSED" SIGNS ANDE TYPE IV BARRICADES AT CONSTRUCTION LIMITS DEFINED FOR EACH PHASE OF THIS PROJECT. SEE DETAILS ON SHEET C800.Revisions per City review comments. 4/14/17 JRVSTREET WIDTH - 30 FT. B-B (TYPICAL)Revisions per City review comments. 6/14/17 JRV SANGGGGGW W W WWWWWEEECOMMSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN GGGGSANSANSANSANSANSANSANSANSANSANSANCOMM COMM COMM E E E E E E E E G G GGGSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W W W W W W CARMELAIRE DRIVE ASPEN WAY CARMELAIRE D R I V E ASPEN DRIVEHEATHER DRIVE1ST AVENUE SEW W W W W W W W W WWW WWWWWWWW W W W W W W W WGGGGGGGGGGGGGEEEEEEEECOMMCOMMCOMMCOMMCOMM C103DEMOLITION PLANENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IDEMOLITION NOTES REMOVE CONCRETE CURB REMOVE ASPHALT PAVEMENT UP TO FACE OF GARAGES (OR UP TO CONCRETE APRONS). CONCRETE APRONS AND SIDEWALKS TO REMAIN. REMOVE STORM SEWER PIPE REMOVE STORM SEWER STRUCTURE REMOVE AND REPLACE STORM SEWER STRUCTURE. (SEE GRADING PLAN AND STORM SEWER PLAN AND PROFILE SHEETS FOR PROPOSED STRUCTURE INFORMATION). REMOVE STORM DRAIN EXISTING STORM SEWER PIPE TO BE ABANDONED IN PLACE EXISTING STORM PIPE TO BE CAPPED SAW CUT EXISTING CURB AND ASPHALT PAVEMENT CONTRACTOR TO VERIFY THAT THERE ARE NO CONNECTIONS UPSTREAM AND TO CAP 6" PVC AT THIS POINT. 1 2 3 4 5 6 7 8 9 Know what's below. before you dig.Call R W S N E G G G W W W E E E T(U)T(U) CATV(U)CATV(U) SEE SHEET C102 SEE SHEET C104GENERAL NOTES 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. 3.UTILITY LOCATIONS ARE SHOWN TO BE APPROXIMATE. 4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA RESIDENTS. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 6.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. WEIHE ENGINEERS, INC. 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 42680 (317) 846-6611 OR TOLL FREE 1-800-452-6408 DUANE SHARRER, P.E. sharrerd@weihe.net 10 2/15/2017ROW WIDTH ANE STREET WIDTH - 30 FT. (TYPICAL) ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL) 11 SILT FENCE SHALL BE INSTALED BEHIND ALL CURBS PRIOR TO REMOVAL. 11 11 11 11 11 11 11 STR ST1303 CURB INLET TC = 846.84 INV = 844.37 (12"-S) INV = 844.34 (12"-W) STR ST1027 CURB INLET TC = 847.20 INV = 845.55 (6"-SW) INV = 844.69 (12"-N) STR ST4085 PAVED AREA INLET TC = 853.08 INV = 851.89 (6"-SE) MAINTENANCEW OF TRAFFIC NOTE: CONTRACOTR SHALL PLACE "ROAD CLOSED" SIGNS AND TYPE IV BARRICADES AT CONSTRUCTION LIMITS DEFINEE FOR EACH PHASE OF THIS PROJECT. SEE DETAILS ON SHEET C800.Revisions per City review comments. 4/14/17 JRVSTREET WIDTH - 30 FT. B-B (TYPICAL) STREET WIDTH - 30 FT. B-B (TYPICAL)Revisions per City review comments. 6/14/17 JRV COMM COMM COMM COMM E E E E E E E E E E SANSANSANSANSANEEWWGSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SANESANSANSANSANSANSANSANSANSAN SAN SANW WWASPEN WAY CARMELAIRE D R I V E CARMELAIRE COURTCARMELAIRE DRIVE CATV(U) CATV(U)CATV(U)EECATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)C104DEMOLITION PLANENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IDEMOLITION NOTES REMOVE CONCRETE CURB REMOVE ASPHALT PAVEMENT UP TO FACE OF GARAGES (OR UP TO CONCRETE APRONS). CONCRETE APRONS AND SIDEWALKS TO REMAIN. REMOVE STORM SEWER PIPE REMOVE STORM SEWER STRUCTURE REMOVE AND REPLACE STORM SEWER STRUCTURE. (SEE GRADING PLAN AND STORM SEWER PLAN AND PROFILE SHEETS FOR PROPOSED STRUCTURE INFORMATION). REMOVE STORM DRAIN EXISTING STORM SEWER PIPE TO BE ABANDONED IN PLACE EXISTING STORM PIPE TO BE CAPPED SAW CUT EXISTING CURB AND ASPHALT PAVEMENT 1 2 3 4 5 6 7 8 9 Know what's below. before you dig.Call R W S N E G G G W W W E E E T(U)T(U) CATV(U)CATV(U) SEE SHEET C101 SEE SHEET C103GENERAL NOTES 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. 2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. 3.UTILITY LOCATIONS ARE SHOWN TO BE APPROXIMATE. 4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA RESIDENTS. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 6.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. WEIHE ENGINEERS, INC. 10505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 42680 (317) 846-6611 OR TOLL FREE 1-800-452-6408 DUANE SHARRER, P.E. sharrerd@weihe.net 2/15/2017ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL) ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL) 10 NOT APPLICABLE TO THIS SHEET 11 SILT FENCE TO BE INSTALLED BEHIND ALL CURBVS PRIOR TO REMOVAL. 11 11 11 11 11 1111 11 11 STR ST2027 CURB INLET TC = 850.50 INV = 848.41 (12"-N) STR ST2782 CURB INLET TC = 851.16 INV = 848.55 (12"-NE) STR ST2906 CURB INNLET TC = 850.53 INV = 849.05 (6"-S) INV = 848.33 (12"-SW) INV = 848.08 (15"-NE) MAINTENANCE OF TRAFFIC NOTE: CONTRACTOR SHALL PLACE "ROAD CLOSED" SIGNS AND TYPE IV BARRICADES AT THE CONSTRUCTION LIMITS DEFINED FOR EACH PHASE OF THE PROJECT. SEE DETAILS ON SHEET C800.Revisions per City review comments. 4/14/17 JRVSTREET WIDTH - 30 FT. B-B (TYPICAL) STREET WIDTH - 30 FT. B-B (TYPICAL)Revisions per City review comments. 6/14/17 JRV SAN SAN SAN W W SANSANSANSANSANSANEESANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANW W W W W COMM COMM W W W W W WWWWWWWWWWCOMM E E E E E E E E E E EEEEEEECATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)AMYS RUN DRIVE AMYS RUN COURTAMYS RUN DRIVEB.M. - A Hamilton County Geodetic Control Disk in the northwest corner of the concrete bridge deck of Range Line Road over Cool Creek, stamped "HCBR 194." General cords are: N 1726659.34 W 199023.08 NAD 83(CORS 86). Elev. = 811.76 NAVD 88. TBM 1 - Northeast flange nut of a fire hydrant located on the east side of Carmelaire Drive 22 feet north of the intersection with Aspen Drive. Elev. = 853.99 NAVD 88 TBM 2 - Northeast flange nut of a fire hydrant located 18 feet north of the centerline of Aspen Way 160 feet west of Carmelaire Court. Elev. = 855.46 NAVD 88 TBM 3 - Northwest flange nut of a fire hydrant located 21 feet west of centerline of Amys Run Drive and 116 feet north of the centerline of Carmelaire Dr. Elev. = 851.66 NAVD 88 TBM 4 - West flange nut of a fire hydrant located on 19 feet north of the centerline of Carmelaire Drive and 172 feet east of the centerline of 1st Avenue S.E. Elev. = 853.76 NAVD 88 COMM COMM COMM COMM E E E E E E E E E ESANSANSANSANSAN SANEEWWGSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSAN SANW WWW W W W W W W W CATV(U) CATV(U) COMM COMM CATV(U)COMM COMM EEE E E E E E E E E WWWCATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CARMELAIRE D R I V E CARMELAIRE DRIVE C300GRADING PLANENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IKnow what's below. before you dig.Call R W S N E G G G W W W E E E T(U)T(U) CATV(U)CATV(U)SEE SHEET C301SEE SHEET C303 CONSTRUCTION NOTES NEW ASPHALT PAVEMENT NEW STORM SEWER INLET WITH FRAME & GRATE NEW CONCRETE ROLLED CURB 20 LF OF SUB SURFACE DRAIN (SEE DETAIL ON SHEET 800) A B C GENERAL GRADING NOTES: 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 3.ALL QUANTITIES GIVEN ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.2' MODIFIED ROLL CURB (SEE DETAIL 10-37 ON SHEET C409) SHALL BE INSTALLED THROUGHOUT ENTIRE PROJECT AS SHOWN UNLESS NOTED OTHERWISE. 7.ANY DRAINAGE TILE SYSTEM COMING ONTO PROPERTY SHALL BE CONNECTED INTO THE PROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM. 8.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, CURRENT EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 9.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER, OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, AND FLOOR SLABS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TESTS SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 12.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. 13.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 14.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 15.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. 16.ALL 6" SSD SHALL BE DOUBLE WALL SMOOTH BORE PIPE. (SEE CARMEL STANDARD DETAILS) 17.AREAS WHERE PROPOSED TOP OF CURB GRADE IS ABOVE ADJACENT EXISTING GRADE ARE TO BE GRADED WITH POSITIVE DRAINAGE TOWARD THE CURB. 18.CASTINGS ON SANITARY SEWER MANHOLES SHALL BE ADJUSTED TO MATCH NEW PAVEMENT ELEVATIONS. 19.WATER VALVE BOXES SHALL BE ADJUSTED TO MATCH NEW PAVEMENT ELEVATIONS. 20.TREES SHALL BE PROTECTED FROM DAMAGE. 21.LANDSCAPING SHALL BE PROTECTED FROM DAMAGE IF POSSIBLE. LANDSCAPING TO BE REPLACED IF DAMAGED. D 2/15/2017ROW SIDTH AND STREET WIDTH - 30 FT. (TYPICAL) ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL)Revisions per City review comments. 4/14/17 JRVSTREET WIDTH - 30 FT. B-B (TYPICAL) STREET WIDTH - 30 FT. (TYPICAL) = EMERGENCY FLOOD ROUTING Revisions per City review comments. 6/14/17 JRV E E E SILT FENCE INLET PROTECTION (SEE DETAIL ON SHEET C800.) W W W WGGGGSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN W W COMM COMM COMM COMM COMME E E E E E E E E E E E E ESANSANSANSANSANSANSANSANSANSANSAN SANG G GGGSANSANWWWEEECOMMSANSANSANSANCOM M COM M E E W W W W SAN SAN W W W W W W W W W CARMELAIRE D R I V E AMYS RUN DRIVE HEATHER DRIVEAMYS RUN DRIVE5TH STREET SE 5TH STREET SE B.M. - A Hamilton County Geodetic Control Disk in the northwest corner of the concrete bridge deck of Range Line Road over Cool Creek, stamped "HCBR 194." General cords are: N 1726659.34 W 199023.08 NAD 83(CORS 86). Elev. = 811.76 NAVD 88. TBM 1 - Northeast flange nut of a fire hydrant located on the east side of Carmelaire Drive 22 feet north of the intersection with Aspen Drive. Elev. = 853.99 NAVD 88 TBM 2 - Northeast flange nut of a fire hydrant located 18 feet north of the centerline of Aspen Way 160 feet west of Carmelaire Court. Elev. = 855.46 NAVD 88 TBM 3 - Northwest flange nut of a fire hydrant located 21 feet west of centerline of Amys Run Drive and 116 feet north of the centerline of Carmelaire Dr. Elev. = 851.66 NAVD 88 TBM 4 - West flange nut of a fire hydrant located on 19 feet north of the centerline of Carmelaire Drive and 172 feet east of the centerline of 1st Avenue S.E. Elev. = 853.76 NAVD 88 C301GRADING PLANENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase ISEE SHEET C302 Know what's below. before you dig.Call R W S N E G G G W W W E E E T(U)T(U) CATV(U)CATV(U)SEE SHEET C300GENERAL GRADING NOTES: 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 3.ALL QUANTITIES GIVEN ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.2' MODIFIED ROLL CURB (SEE DETAIL 10-37 ON SHEET C409) SHALL BE INSTALLED THROUGHOUT ENTIRE PROJECT AS SHOWN UNLESS NOTED OTHERWISE. 7.ANY DRAINAGE TILE SYSTEM COMING ONTO PROPERTY SHALL BE CONNECTED INTO THE PROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM. 8.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, CURRENT EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 9.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER, OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, AND FLOOR SLABS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TESTS SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 12.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. 13.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 14.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 15.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. 16.ALL 6" SSD SHALL BE DOUBLE WALL SMOOTH BORE PIPE. (SEE CARMEL STANDARD DETAILS) 17.AREAS WHERE PROPOSED TOP OF CURB GRADE IS ABOVE ADJACENT EXISTING GRADE ARE TO BE GRADED WITH POSITIVE DRAINAGE TOWARD THE CURB. 18.CASTINGS ON SANITARY SEWER MANHOLES SHALL BE ADJUSTED TO MATCH NEW PAVEMENT ELEVATIONS. 19.WATER VALVE BOXES SHALL BE ADJUSTED TO MATCH NEW PAVEMENT ELEVATIONS. 20.TREES SHALL BE PROTECTED FROM DAMAGE. 21.LANDSCAPING SHALL BE PROTECTED FROM DAMAGE IF POSSIBLE. LANDSCAPING TO BE REPLACED IF DAMAGED. CONSTRUCTION NOTES NEW ASPHALT PAVEMENT NEW STORM SEWER INLET WITH FRAME & GRATE NEW CONCRETE ROLLED CURB 20 LF OF SUB SURFACE DRAIN (SEE DETAIL ON SHEET 800) A B C D 2/15/2017ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL)Revisions per city review comments. 4/14/17 JRVSTREET WIDTH - 30 FT. B-B. (TYPICAL)= EMERGANCY FLOOD ROUTE Revisions per City review comments. 6/14/17 JRVE SILT FENCE INLET PROTECTION. (SEE DETAIL ON SHEET C800.) SANGGGGGW W W WWWWWEEECOMMSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN GGGGSANSANSANSANSANSANSANSANSANSANSANSANCOMM COMM COMM E E E E E E E E G G GGGSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W W W W W W W W W WWW WWWWWWWW W W W W W W W WGGGGGGGGGGGGGEEEEEEEECOMMCOMMCOMMCOMMCOMM CARMELAIRE DRIVE ASPEN WAY CARMELAIRE D R I V E ASPEN DRIVEHEATHER DRIVE1ST AVENUE SEB.M. - A Hamilton County Geodetic Control Disk in the northwest corner of the concrete bridge deck of Range Line Road over Cool Creek, stamped "HCBR 194." General cords are: N 1726659.34 W 199023.08 NAD 83(CORS 86). Elev. = 811.76 NAVD 88. TBM 1 - Northeast flange nut of a fire hydrant located on the east side of Carmelaire Drive 22 feet north of the intersection with Aspen Drive. Elev. = 853.99 NAVD 88 TBM 2 - Northeast flange nut of a fire hydrant located 18 feet north of the centerline of Aspen Way 160 feet west of Carmelaire Court. Elev. = 855.46 NAVD 88 TBM 3 - Northwest flange nut of a fire hydrant located 21 feet west of centerline of Amys Run Drive and 116 feet north of the centerline of Carmelaire Dr. Elev. = 851.66 NAVD 88 TBM 4 - West flange nut of a fire hydrant located on 19 feet north of the centerline of Carmelaire Drive and 172 feet east of the centerline of 1st Avenue S.E. Elev. = 853.76 NAVD 88 C302GRADING PLANENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase ISEE SHEET C301 SEE SHEET C303Know what's below. before you dig.Call R W S N E G G G W W W E E E T(U)T(U) CATV(U)CATV(U) GENERAL GRADING NOTES: 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 3.ALL QUANTITIES GIVEN ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.2' MODIFIED ROLL CURB (SEE DETAIL 10-37 ON SHEET C409) SHALL BE INSTALLED THROUGHOUT ENTIRE PROJECT AS SHOWN UNLESS NOTED OTHERWISE. 7.ANY DRAINAGE TILE SYSTEM COMING ONTO PROPERTY SHALL BE CONNECTED INTO THE PROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM. 8.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, CURRENT EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 9.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER, OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, AND FLOOR SLABS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TESTS SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 12.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. 13.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 14.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 15.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. 16.ALL 6" SSD SHALL BE DOUBLE WALL SMOOTH BORE PIPE. (SEE CARMEL STANDARD DETAILS) 17.AREAS WHERE PROPOSED TOP OF CURB GRADE IS ABOVE ADJACENT EXISTING GRADE ARE TO BE GRADED WITH POSITIVE DRAINAGE TOWARD THE CURB. 18.CASTINGS ON SANITARY SEWER MANHOLES SHALL BE ADJUSTED TO MATCH NEW PAVEMENT ELEVATIONS. 19.WATER VALVE BOXES SHALL BE ADJUSTED TO MATCH NEW PAVEMENT ELEVATIONS. 20.TREES SHALL BE PROTECTED FROM DAMAGE. 21.LANDSCAPING SHALL BE PROTECTED FROM DAMAGE IF POSSIBLE. LANDSCAPING TO BE REPLACED IF DAMAGED. CONSTRUCTION NOTES NEW ASPHALT PAVEMENT NEW STORM SEWER INLET WITH FRAME & GRATE NEW CONCRETE ROLLED CURB 20 LF OF SUB SURFACE DRAIN (SEE DETAIL ON SHEET 800) A B C D 2/15/2017ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL) ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL)Revisions per City review comments. 4/14/17 JRVSTREET WIDTH - 30 FT. B-B (TYPICAL) STREET WIDTH - 30 FT. B-B (TYPICAL) = EMERGENCY FLOOD ROUTE Revisions per City review comments. 6/14/17 JRVE SILT FENCE INLET PROTECTION. (SEE DETAIL ON SHEET C800.) COMM COMM COMM COMM E E E E E E E E E E SANSANSANSANSANEEWWGSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SANESANSANSANSANSANSANSANSANSAN SAN SANW WWCATV(U) CATV(U)CATV(U)EECATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)ASPEN WAY CARMELAIRE D R I V E CARMELAIRE COURTCARMELAIRE DRIVE ASPEN WAY B.M. - A Hamilton County Geodetic Control Disk in the northwest corner of the concrete bridge deck of Range Line Road over Cool Creek, stamped "HCBR 194." General cords are: N 1726659.34 W 199023.08 NAD 83(CORS 86). Elev. = 811.76 NAVD 88. TBM 1 - Northeast flange nut of a fire hydrant located on the east side of Carmelaire Drive 22 feet north of the intersection with Aspen Drive. Elev. = 853.99 NAVD 88 TBM 2 - Northeast flange nut of a fire hydrant located 18 feet north of the centerline of Aspen Way 160 feet west of Carmelaire Court. Elev. = 855.46 NAVD 88 TBM 3 - Northwest flange nut of a fire hydrant located 21 feet west of centerline of Amys Run Drive and 116 feet north of the centerline of Carmelaire Dr. Elev. = 851.66 NAVD 88 TBM 4 - West flange nut of a fire hydrant located on 19 feet north of the centerline of Carmelaire Drive and 172 feet east of the centerline of 1st Avenue S.E. Elev. = 853.76 NAVD 88 C303GRADING PLANENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase ISEE SHEET C300 SEE SHEET C302Know what's below. before you dig.Call R W S N E G G G W W W E E E T(U)T(U) CATV(U)CATV(U) CONSTRUCTION NOTES NEW ASPHALT PAVEMENT NEW STORM SEWER INLET WITH FRAME & GRATE NEW CONCRETE ROLLED CURB A B C GENERAL GRADING NOTES: 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 3.ALL QUANTITIES GIVEN ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.2' MODIFIED ROLL CURB (SEE DETAIL 10-37 ON SHEET C409) SHALL BE INSTALLED THROUGHOUT ENTIRE PROJECT AS SHOWN UNLESS NOTED OTHERWISE. 7.ANY DRAINAGE TILE SYSTEM COMING ONTO PROPERTY SHALL BE CONNECTED INTO THE PROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM. 8.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, CURRENT EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 9.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER, OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, AND FLOOR SLABS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TESTS SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 12.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. 13.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 14.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 15.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. 16.ALL 6" SSD SHALL BE DOUBLE WALL SMOOTH BORE PIPE. (SEE CARMEL STANDARD DETAILS) 17.AREAS WHERE PROPOSED TOP OF CURB GRADE IS ABOVE ADJACENT EXISTING GRADE ARE TO BE GRADED WITH POSITIVE DRAINAGE TOWARD THE CURB. 18.CASTINGS ON SANITARY SEWER MANHOLES SHALL BE ADJUSTED TO MATCH NEW PAVEMENT ELEVATIONS. 19.WATER VALVE BOXES SHALL BE ADJUSTED TO MATCH NEW PAVEMENT ELEVATIONS. 20.TREES SHALL BE PROTECTED FROM DAMAGE. 21.LANDSCAPING SHALL BE PROTECTED FROM DAMAGE IF POSSIBLE. LANDSCAPING TO BE REPLACED IF DAMAGED.2/15/2017ROW WIDTH AND STREET WIDTH - 30 FT. (TYPICAL)Revisions per City review comments. 4/14/17 JRVSTREET WIDTH - 30 FT. B-B (TYPICAL) = EMERGENCY FLOOD ROUTE Revisions per City review comments. 6/14/17 JRVD 20 LF OF SUB SURFACE DRAIN. (SEE DETAIL ON SHEET C800.) E SILT FENCE INLET PROTECTION. (SEE DETAIL ON SHEET C800.) E FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV. COM M COM M E E 5TH STREET S.E. (LOCAL SECTION) LINE-A (5TH STREET SE) 835 840 845 850 835 840 845 850 0+751+001+251+501+752+002+252+502+753+003+253+503+754+00C400ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IW S N E STREET PLAN & PROFILEKnow what's below. before you dig.Call R NOTES:2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV.SANSANG G G G SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANCOMMCOMMEEEEEEEGGG G GSAN WWWEEECOMMSAN SAN SAN SAN COMME E WWWW5TH STREET S.E.HEATHER DRI V E (LOCAL SECTION) LINE-I (HEATHER DRIVE) 840 845 850 855 860 840 845 850 855 860 0+751+001+251+501+752+002+252+502+753+003+253+503+754+004+254+504+755+005+255+505+756+00ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IS E W N C401STREET PLAN & PROFILEKnow what's below. before you dig.Call R CARMELAIRE DRIVENOTES:2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV.SANGGGGGW W W W W WWWEEECOMMSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN GSANSANSANSANSANSANSANSAN SAN SAN W W W W W W W W W W W W W W W W W W W W WWW WWWWWWWW W W W W WGGGGGGGGGGGGGEEEEEEEECOMMCOMMCOMMCOMMCOMM CARMELAIRE DRIVE ASPEN DRIVE(LOCAL SECTION) LINE-C (CARMELAIRE DRIVE) 843 845 850 855 860 1+001+251+501+752+002+252+502+753+003+253+503+754+004+25(LOCAL SECTION) LINE-H (ASPEN DRIVE) 843 845 850 855 860 1+001+251+501+752+002+252+502+753+00SANSANSANG SAN SAN SANSANSANSANSANSAN SANSANSANSANWWWWWWWWWWWASPEN DRIVE ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IW S N E C402STREET PLAN & PROFILEKnow what's below. before you dig.Call R S E W N NOTES:2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV. (LOCAL SECTION) LINE-E (CARMELAIRE DRIVE) 845 850 855 860 0+751+001+251+501+752+002+252+502+753+003+25(LOCAL SECTION) LINE-D (CARMELAIRE DRIVE) 845 850 855 860 1+001+251+501+752+002+252+502+753+00EEWWGSAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSAN SAN WWGGGGSANSANSANSANSANSANSANSANCOMM COMM COMM COMM COMME E E E E E E E E E E E E E SANSANSANSANG G GGGSANSAN SAN CARMELAIR E D R I V E CARMELAIRE D R I V E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IW S N E C403STREET PLAN & PROFILEKnow what's below. before you dig.Call R NOTES:2/15/2017Revisions per City review comments. 4/14/17 JRV84' OF 8" DUCTILE IRON PIPE @ 0.42% CONCRETE CAP TO EXTEND ALONG STORM SEWER PIPE FOR 20' FROM STORM STRUCTURE. SEE SHEET C800 FOR DETAIL. 20'ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV. (LOCAL SECTION) LINE-G (ASPEN WAY) 845 850 855 860 845 850 855 860 0+751+001+251+501+752+002+252+502+753+003+253+503+754+004+254+504+755+005+255+505+756+00SANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SANESANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN W W W W ASPEN WAY ASPEN DRIVEASPEN WAY CARMELAIRE COURTENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IW S N E C404STREET PLAN & PROFILEKnow what's below. before you dig.Call R NOTES:2/15/2017Revisions per city review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV. (LOCAL SECTION) LINE-K (CARMELAIRE COURT) 845 850 855 860 845 850 855 860 0+751+001+251+501+752+002+252+502+753+003+253+503+754+004+254+50E E W W G SANSANSANSANSANSANW W SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANCARMELAIRE COURT CARMELAIRE COURT ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IS E W N C405STREET PLAN & PROFILEKnow what's below. before you dig.Call RASPEN WAYNOTES:2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV. (LOCAL SECTION) LINE-J 845 850 855 860 845 850 855 860 0+751+001+251+501+752+002+252+502+753+003+253+503+754+00SANSANSANWWCOMMCOMMCOMMEEEEEEESANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANWWWWCATV(U)COMMCARMELAIRE DRIVECARMELAIRE DRIVEAMYS RUN DRIVEAMYS RUN DRIVE ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IS E W N C406STREET PLAN & PROFILEKnow what's below. before you dig.Call R NOTES:2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV. (LOCAL SECTION) LINE-B (AMY'S RUN DRIVE) 845 850 855 860 845 850 855 860 0+751+001+251+501+752+002+252+502+753+003+253+503+754+00SAN SAN SAN SANSANSANSANEESANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANWWWWWWWWWWE E E E E E E EEEEEEECATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)AMYS RUN DRIVE AMYS RUN COURTAMYS RUN DRIVEAMYS RUN DRIVE ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IS E W N C407STREET PLAN & PROFILEKnow what's below. before you dig.Call R NOTES:2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE PROFILE LEGEND PROP. GRADE ELEV. EXIST. GRADE ELEV. (LOCAL SECTION) LINE-L (AMY'S RUN COURT) 840 845 850 855 0+751+001+251+501+752+002+252+502+753+003+253+50(LOCAL SECTION) LINE-F 840 845 850 855 0+751+001+251+501+752+002+252+50E E SANSANSANSANSANSANSANSANSANSANWWWWWCOMMCOMMWWWWCOMMCOMMEEEEEEEEEEW W W EEEEEECATV(U)CATV(U)CATV(U)CATV(U)CATV(U)AMYS RUN COURT AMYS RUN COURTAMYS RUN DRIVEW W W W W COMM COMM W W W WWCOMM E E E E E E E E WWCATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)AMYS RUN COURT ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IS E W N C408STREET PLAN & PROFILEKnow what's below. before you dig.Call R W S N E NOTES:2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL PROFILE LEGEND HYDRAULIC GRADE LINE COM M COM M E E 5TH STREET SE ALIGNMENT - (STORM) - (2) 835 840 845 850 855 ALIGNMENT - (STORM) - (3) 835 840 845 850 855 SANGGGW SAN SAN SAN 1ST AVENUE SEC600ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IW S N E STORM SEWER PLAN AND PROFILEKnow what's below. before you dig.Call R CONNECT EXISTING 6" PVC TO PROPOSED STRUCTURE 101 CONNECT EXISTING 12" RCP TO PROPOSED STRUCTURE 108 2/15/2017Revisions per City review comments. 4/14/17 JRV The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to exceptional circumstances or difficulty during construction and will require prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as-built/record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as-built certification at the time of construction, prior to backfilling the pipe. The contractor is instructed to as- built each section of storm pipe as it is being installed to insure compliance with the design plans and as approved by the City of Carmel. ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL PROFILE LEGEND HYDRAULIC GRADE LINE W W W W W COMM COMM W W W W WWCOMM E E E E E E E E E WWCATV(U)CATV(U)CATV(U)CATV(U)CATV(U)AMYS RUN COURT840 845 850 855 840 845 850 855 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IW S N E C601STORM SEWER PLAN AND PROFILEKnow what's below. before you dig.Call R EXISTING 15" RCP TO BE ABANDONED. END OF PIPE TO BE CAPPED EXISTING STRUCTURE 10297 TO BE REMOVED AND REPLACED EXISTING STRUCTURE 10297 TO BE REMOVED AND REPLACED 2/15/2017Revisions per City review comments. 4/14/17 JRV The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to exceptional circumstances or difficulty during construction and will require prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as-built/record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as-built certification at the time of construction, prior to backfilling the pipe. The contractor is instructed to as- built each section of storm pipe as it is being installed to insure compliance with the design plans and as approved by the City of Carmel. ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL PROFILE LEGEND HYDRAULIC GRADE LINE COMM COMM E E E E SANSANSANSANSANEEWWGSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSAN SAN WWCATV(U)ECATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CARMELAIRE COURTCARMELAIRE DRIVE ALIGNMENT - (STORM) - (7) 840 845 850 855 ALIGNMENT - (STORM) - (8) 840 845 850 855 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IW S N E C602STORM SEWER PLAN AND PROFILEKnow what's below. before you dig.Call R EXISTING STRUCTURE 2906 TO BE REMOVED. EXISTING 15" RCP TO BE EXTENDED TO PROPOSED STRUCTURE 102. EXISTING STRUCTURE 2906 TO BE REMOVED. EXISTING 15" RCP TO BE EXTENDED TO PROPOSED STRUCTURE 102. EXISTING STRUCTURE 10256 TO BE REMOVED AND REPLACED. EXISTING STRUCTURE 10437 TO BE REMOVED AND REPLACED. EXISTING STRUCTURE 10437 TO BE REMOVED AND REPLACED.2/15/201784' OF DUCTILE IRON PIPE @ 0.42% CONCRETE CAP - SEE DETAIL ON SHEET C800. 20'Revisions per City review comments. 4/17/17 JRV The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to exceptional circumstances or difficulty during construction and will require prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as-built/record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as-built certification at the time of construction, prior to backfilling the pipe. The contractor is instructed to as- built each section of storm pipe as it is being installed to insure compliance with the design plans and as approved by the City of Carmel. ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL PROFILE LEGEND HYDRAULIC GRADE LINESANSANSANSANSANSANEESANSANSANSANSANSANSANSANWWWWWCOMMCOMMSANSANWWW W W W W W W W W W WCOMMEEEEEEEEW EEEEEEEE E E E E E E CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)CATV(U)AMYS RUN COURTCARMELAIRE DRIVEALIGNMENT - (STORM) - (10) 840 845 850 855 860 840 845 850 855 860 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IS E W N C603STORM SEWER PLAN AND PROFILEKnow what's below. before you dig.Call R EXISTING STRUCTURE 10397 TO REMAIN. EXISTING STRUCTURE 10292 TO BE REMOVED AND REPLACED. EXISTING STRUCTURE 10437 TO BE REMOVED AND REPLACED. EXISTING STRUCTURE 10256 TO BE REMOVED AND REPLACED. EXISTING STORM SEWER TO REMAIN EXISTING STRUCTURE 106 TO REMAIN.2/15/2017Revisions per City review comments. 4/14/17 JRV The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to exceptional circumstances or difficulty during construction and will require prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as-built/record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as-built certification at the time of construction, prior to backfilling the pipe. The contractor is instructed to as- built each section of storm pipe as it is being installed to insure compliance with the design plans and as approved by the City of Carmel. ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED) (NO SCALE) TOP OF CASTING ELEVATION E.J. 5250 NEENAH R-3405 OR EQUAL PAVEMENT PIPE SIZES 12" TO 15" "DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPE SLOPESLOPE6" CONCRETE 3'-0"3'-0"3'-0"3'-0"6" CL CL6"6"6" E.J. 5250 NEENAH R-3405 OR EQUAL 8"24"X24" 6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTION VARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF #8 STONE 6" (TYP.) NOTES: 1. 6" CONCRETE PRECAST OR POURED IN PLACE 2. REFER TO BEDDING DETAIL AS REQUIRED 3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS 4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT 5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED 2 REBAR #5 3.5' EA. WALL 3"2" 2"ADJUSTING RING AS REQUIRED MIN. 4000 PSI 1/6 Bc (NO SCALE) Bc d GREATER THAN 5' (1) LESS THAN 5' (2) TYPICAL BEDDING SECTION - RCP PIPE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT. (1) MIN. 1.25 Bc (2) 1.25 Bc + 12" (MIN.) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE. (1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. (1) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY. NOTE: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 27" & SMALLER 30" TO 60" 66" & LARGER 3 4 6 D d(MIN.) LEGEND: DEPTH OF BEDDING MATERIAL BELOW PIPE Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE PAVED AREA INLET STRUCTURE 105 (NO SCALE) TOP OF CASTING ELEVATION E.J. 5250 NEENAH R-3405 OR EQUAL PAVEMENT "DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPE SLOPESLOPE6" CONCRETE 3'-0"3'-0"3'-0"3'-0"6" CL CL6"6"6" E.J. 5250 NEENAH R-3405 OR EQUAL 8"24"X24" 6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTION INLET SET ON 6" BASE OF #8 STONE 6" (TYP.) NOTES: 1. 6" CONCRETE PRECAST OR POURED IN PLACE 2. REFER TO BEDDING DETAIL AS REQUIRED 3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT 4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED 2 REBAR #5 3.5' EA. WALL 3"2" 2" MIN. 4000 PSI 8" DUCTILE IRON PIPE 12" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER 1 2" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER CONCRETE CAP OF 8" D.I. PIPE (NO SCALE) 8" DUCTILE IRON PIPE 4" OF 4000 P.S.I. CONCRETE 1.5" - 165#/SYD. HMA BITUMINOUS SURFACE 9.5 mm FINISHED PAVEMENT GRADE PAVEMENT SECTION DETAIL 1.5" - 165#/SYD. HMA BITUMINOUS SURFACE 9.5 mm 2.5" - 220#/SYD. HMA BITUMINOUS INTERMEDIATE 19.0 mm 6" - COMPACTED AGGREGATE #53 BASE ON COMPACTED SUBGRADE OR TREATED SUBGRADE INSTALL FILTER FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL #8 WASHED AGGREGATE 4" - DOUBLE WALL PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 907 0F STANDARD SPECIFICATION PAVEMENT SECTION (HMA) S.S.D. DETAIL 6" - COMPACTED AGGREGATE #53 TACK COAT BETWEEN ASPHALT AND CONCRETE AND BETWEEN ASPHALT BASE AND ASPHALT SURFACE (NO SCALE) TYPICAL ASPHALT PAVEMENT SECTION ON BOTH SIDES OF CAP 2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED) (NO SCALE) TOP OF CASTING ELEVATIONE.J. 5250 NEENAH R-3405 OR EQUALPAVEMENT PIPE SIZES 12" TO 15" "DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE 3'-0"3'-0"3'-0"3'-0"6" CL CL6"6"6" E.J. 5250 NEENAH R-3405 OR EQUAL 8"24"X24" 6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF #8 STONE 6" (TYP.) NOTES: 1. 6" CONCRETE PRECAST OR POURED IN PLACE 2. REFER TO BEDDING DETAIL AS REQUIRED 3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS 4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT 5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED 2 REBAR #5 3.5' EA. WALL3"2" 2"ADJUSTING RING AS REQUIRED MIN. 4000 PSI 1/6 Bc (NO SCALE) Bc d GREATER THAN 5' (1) LESS THAN 5' (2) TYPICAL BEDDING SECTION - RCP PIPE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT. (1) MIN. 1.25 Bc (2) 1.25 Bc + 12" (MIN.) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE. (1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. (1) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY. NOTE: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 27" & SMALLER 30" TO 60" 66" & LARGER 3 4 6 Dd(MIN.) LEGEND: DEPTH OF BEDDING MATERIAL BELOW PIPE Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE PAVED AREA INLET STRUCTURE 105 (NO SCALE) TOP OF CASTING ELEVATIONE.J. 5250 NEENAH R-3405 OR EQUALPAVEMENT "DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE 3'-0"3'-0"3'-0"3'-0"6" CL CL6"6"6" E.J. 5250 NEENAH R-3405 OR EQUAL 8"24"X24" 6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTION INLET SET ON 6" BASE OF #8 STONE 6" (TYP.) NOTES: 1. 6" CONCRETE PRECAST OR POURED IN PLACE 2. REFER TO BEDDING DETAIL AS REQUIRED 3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT 4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED 2 REBAR #5 3.5' EA. WALL3"2" 2" MIN. 4000 PSI 8" DUCTILE IRON PIPE 12" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER 1 2" PREFORMED JOINT FILLER 1 2" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER 12" PREFORMED JOINT FILLER CONCRETE CAP OF 8" D.I. PIPE (NO SCALE) 8" DUCTILE IRON PIPE 4" OF 4000 P.S.I. CONCRETE 1.5" - 165#/SYD. HMA BITUMINOUS SURFACE 9.5 mmFINISHED PAVEMENT GRADE PAVEMENT SECTION DETAIL 1.5" - 165#/SYD. HMA BITUMINOUS SURFACE 9.5 mm 2.5" - 220#/SYD. HMA BITUMINOUS INTERMEDIATE 19.0 mm 6" - COMPACTED AGGREGATE #53 BASE ON COMPACTED SUBGRADE OR TREATED SUBGRADE INSTALL FILTER FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL #8 WASHED AGGREGATE 4" - DOUBLE WALL PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 907 0F STANDARD SPECIFICATION PAVEMENT SECTION (HMA) S.S.D. DETAIL 6" - COMPACTED AGGREGATE #53 TACK COAT BETWEEN ASPHALT AND CONCRETE AND BETWEEN ASPHALT BASE AND ASPHALT SURFACE (NO SCALE) TYPICAL ASPHALT PAVEMENT SECTION ON BOTH SIDES OF CAP 2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC801SPECIFICATIONS2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC802SPECIFICATIONS”2/15/2017Revisions per City review comments. 4/14/17 JRVENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netCarmeltown CondominiumsDrainage & Pavement Improvements - Phase IC800DETAILPAVED AREA INLET TYPE "A" (MODIFIED)(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTPIPE SIZES 12" TO 15""DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)VARIESCLASS "A" CONCRETEDIA.SECTIONVARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 15" MAX STRAIGHT CONNECTIONS 12" MAX SKEW/CORNER CONNECTIONS4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"ADJUSTING RING ASREQUIREDMIN. 4000 PSI1/6 Bc (NO SCALE)BcdGREATER THAN 5' (1)LESS THAN 5' (2)TYPICAL BEDDING SECTION - RCP PIPEMIN. 6" TOPSOIL TO ENSURE GRASSGROWTH IF NOT UNDER PAVEMENT.(1) MIN. 1.25 Bc(2) 1.25 Bc + 12" (MIN.)EDGE OF PAVEMENT,CURB, GUTTER ORSIMILAR STRUCTURE.(1) REGULAR BACKFILL(2) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 95% STANDARD PROCTORDENSITY.(1) "B" BORROW OR EQUIV.GRANULAR MATERIAL COMPACTEDTO 90% STANDARD PROCTORDENSITY.NOTE:1. ALL BEDDING & INITIAL BACKFILL SHALL BEINSTALLED IN 6" TO 12" BALANCED LIFTS.2. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ONEACH SIDE OF THE INSTALLED PIPE.27" & SMALLER30" TO 60"66" & LARGER346Dd(MIN.)LEGEND:DEPTH OF BEDDINGMATERIAL BELOW PIPEBc = OUTSIDE DIAMETERD = INSIDE DIAMETERd = DEPTH OF BEDDINGMATERIAL BELOW PIPEPAVED AREA INLET STRUCTURE 105(NO SCALE)TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENT"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL 6"6"6"E.J. 5250NEENAH R-3405OR EQUAL8"24"X24"6" (TYP.)1.23'CLASS "A" CONCRETEDIA.SECTIONINLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT4. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOXOR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESSSUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THECONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.5. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOREACH PRECAST BOX INLET.6. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED2 REBAR #53.5' EA. WALL3"2"2"MIN. 4000 PSI8" DUCTILE IRON PIPE12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMED JOINT FILLER12" PREFORMEDJOINT FILLER12" PREFORMED JOINT FILLERCONCRETE CAP OF 8" D.I. PIPE(NO SCALE)8" DUCTILE IRON PIPE4" OF 4000 P.S.I.CONCRETE1.5" - 165#/SYD. HMABITUMINOUSSURFACE 9.5 mmFINISHED PAVEMENT GRADEPAVEMENT SECTION DETAIL1.5" - 165#/SYD. HMABITUMINOUS SURFACE 9.5 mm2.5" - 220#/SYD. HMA BITUMINOUSINTERMEDIATE 19.0 mm6" - COMPACTED AGGREGATE #53BASE ON COMPACTED SUBGRADEOR TREATED SUBGRADEINSTALL FILTER FABRIC ON PERIMETER OFTRENCH AND OVERLAP AT SUBGRADE LEVEL#8 WASHED AGGREGATE4" - DOUBLE WALL PIPE SHALL CONFORMTO SPEC REQUIREMENTS OF SECTION907 0F STANDARD SPECIFICATIONPAVEMENT SECTION (HMA)S.S.D. DETAIL6" - COMPACTED AGGREGATE #53TACK COAT BETWEENASPHALT AND CONCRETE ANDBETWEEN ASPHALT BASE ANDASPHALT SURFACE(NO SCALE)TYPICAL ASPHALT PAVEMENTSECTION ON BOTH SIDES OF CAP2/15/2017Revisions per City review comments. 4/14/17 JRVRevisions per City review comments. 6/14/17 JRV