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HomeMy WebLinkAboutFinal Construction Plans 08.12.14 (3).pdf50 ' - 1 / 2 R / W PROPOSED GARAGE PROPOSED GARAGE PROPOSED GARAGE PROPOSED GARAGE PROPOSED FOUR STORY BUILDING WITH PARTIAL BASEMENT PR O P O S E D GA R A G E PR O P O S E D GA R A G E MoC3 Sh MoC3 HeF MmC2 MmB2 MmB2 MmB2 Sh MmB2 PRO- MED P A R K WOODLAND TERRACEFORFINAL CONSTRUCTION PLANS STORMWATER POLLUTION PREVENTION PLANC105 OVERALL SITE PLANC102 LEGAL DESCRIPTION OVERALL GRADING AND DRAINAGE PLAN EXISTING CONDITIONS AND DEMOLITION PLAN COVER SHEET DESCRIPTION C103 C101 C100 No. SHEET INDEX PROJECT DATA FLOOD ZONE STATEMENT PROJECT MAP CARMEL, HAMILTON COUNTY, INDIANA C100 COVER SHEET Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G I STER E D VICINITY MAP LOCATION MAP SCALE: 1" = 80' S Project Site S Project Site Justus Homes Builders, Inc. 1398 N. Shadeland Avenue Indianapolis, Indiana 46219 Ph: 317.353.8311, Fax: 317.352.1570 www.justus.net Project Manager: Doug Peters dpeters@justus.net InterDesign 141 E. Ohio Avenue Indianapolis, Indiana 46204 Ph: 317.263.9655, Fax: 317.263.9644 www.interdesign.com Project Manager: Dave Wietbrock dwietbrock@interdesign.com Evans, Mechwart, Hambleton & Tilton, Inc. 7400 N. Shadeland Avenue, Suite 150 Indianapolis, Indiana 46250 Ph: 317.913.6930, Fax: 317.913.6928 www.emht.com Project Manager: Paula Gartner pgartner@emht.com OWNER/DEVELOPER CIVIL ENGINEER ARCHITECT LIGHTING DESIGNER Evans, Mechwart, Hambleton & Tilton, Inc. Surveyors ScientistsEngineersPlanners7400 N. Shadeland Ave., Indianapolis, IN 46250Phone: 317.913.6930 Fax: 317-913.6928 M C M X X V I SOILS MAP NOT TO SCALE NOTE: A SITE SPECIFIC STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH327-IAC-15-5 WILL BE PREPARED AND SUBMITTED WITH THE FINAL CONSTRUCTION PLANS FOR THIS PROJECT. 136th Street (Smokey Row Road) - 247' of road frontagePro-Med Lane and Smokey Row Road 0.174 acres existing, 0.288 acres proposed2 NorthEast corner of Smokey Row Road (136th Street) and Pro-Med Drive. Base Flood Elevation: FIRM Panel No.: Flood Hazard Zone: Floodplain Information Adjacent Zoning: Zoning: Zoning Information Building Setbacks Thoroughfare: Planning Data Road Frontage: Frontage Road: Smokey Row Road - Collector Pro Med Drive - Local Right-of-Way: Number of Lots: Project Area: Narrative: Location: 7.298 acres W- B6E- R4 N/A18057C0207F, dated Feb. 19, 2003 S- B6N- R1 East Property = 50' Existing: B-6, US 31 Overlay South Property = 15' Pro-Med Lane = 50' ClayHamilton 3-ETownship: 25Section: County: 18-N Township: Range: City/Town: Address: Carmel 689 Pro Med Lane Public Roads: Half R/W Required 50' Min. 4-STORY w/ partial walkout basement, Continuing Care Retirement Community,214,551 sq. ft. total Pro-Med Drive - 399' of road frontage Smokey Row Road = 40' Zone X (Unshaded) - Area determined to be outside the 500 year Floodplain. Part of the Northeast Quarter of the Northwest Quarter of Section 25,Township 18 North,Range 3 East of the Second Principal Meridian in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of the Northeast Quarter of the Northwest Quarter of Section 25,Township 18 North,Range 03 East;thence on the East line of said Quarter-Quarter South 00°08'12'East (assumed bearing) 777.80 feet;South 88°38'05"West 184.00 feet to the Point of Beginning of the herein described real estate;thence continuing South 88°38'05"West 267.05 feet to a point on'the East right-of-way line of Pro-Med lane,the grant of right-of-way of which Is recorded In instrument Number 95-51428 in the Office of the Hamilton County Recorder; thence on and along said right-of-way line the following eight (8) courses: 1)North 00°08'12"West 266.26 feet to the point of curvature of a curve concave southeasterly,having a central angle of 48°11'23" and a radius of 25.00 feet; 2)Northerly and Northeasterly along said curve an arc distance of 21.03 feet (said arc being subtended by a long chord which bears North 23°57'29"East 20.41 feet)to a point of reverse curvature with a curve concave southwesterly, having a central angle of 187°36'28" and a radius of 50.00 feet; 3)Northeasterly;Northerly,Northwesterly,Westerly,and Southwesterly along said curve an arc distance of 163.72 feet (said arc being subtended by a long chord which bears Worth 45°45'04"West 99.78 feet)to a point of reverse curvature with a curve concave northwesterly, having a central angle of 48°11'23" and a radius of 25.00 feet; 4)Southwesterly and Westerly along said curve an arc distance of 21.03 feet (said arc being subtended by a long chord which bears South 64°32'24" West 20.41 feet) to the point of tangency thereof; 5)South 88°38'05"West 95.84 feet to the point of curvature of a curve concave northerly,having a central angle of 36°53'27" and a radius of 240.00 feet; 6)Westerly and Northwesterly along said curve an arc distance of 154.53 feet (said arc being subtended by a long, chord which bears North 72°55'11" West 151.87 feet) to the point of tangency thereof; 7) North 54°28'28" West 98.92 feet; 8)North 09°25'44"West 42.39 feet to the southern right-of-way line of old U.S.R.31,being on a non-tangent curve, concave southeasterly, having a central angle of 3°56'59" and a radius of 2814.79 feet; thence Northeasterly along said right-of-way line and said curve an arc distance of 194.04 feet to the southern right-of-way line of Smokey Row Road (136th Street per Warranty Deed to the State of Indiana dated October 7, 1971,the plans for said road being a part of the relocation of U.S.R.31,designated ISHC (INDOT)Project No. ST-F-222(9)(said am being subtended by a long chord which bears North 37°50'01"East 194.00 feet),to the Point of Compound Curvature of a non-tangent curve concave southerly,having a central angle of 36°59'54"and a radius of 437.46 feet;thence Northeasterly and Easterly along said right-of-way line and said curve an arc distance of 282.49 feet (said arc being subtended by a long chord which bears North 70°10'47"East 277.60 feet)to a non-tangent line;thence continuing along said right-of-way line,North 75°12'25"East 96.34 feet;thence perpendicular to the North line of said quarter-quarter section,North 01°21'55"West 20.00 feet to the North line of said quarter-quarter section;thence along said North line,North 88°38'05"East 166.04 feet to a point distant South 88°38'05"West 221.00 feet from the northeast corner of said quarter-quarter section;thence parallel with they East line of said quarter-quarter section,South 00°08'12"East 217.00 feet;thence parallel with the North line of said quarter-quarter section,North 88°38'05"East 37.00 feet;thence parallel with said East line,South 00°08'12"East 560.80 feet to the POINT OF BEGINNING;containing 7.298 acres,more or less;subject to rights-of-way, easements, and restrictions. LANDSCAPE ARCHITECT OVERALL UTILITY PLAN C104 AS SHOWN ESL Spectrum, Inc. 1591 N. Harding Street Indianapolis, Indiana 46202 Ph: 317.951.2300, Fax: 317.951.2310 www.esl-spectrum.com 25' NOTE: THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORM WATER MANAGEMENT AND STORMWATER QUALITY ORDINANCES. NOTE: NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATERMANAGEMENT PERMIT. NOTE: IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCHRELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. STORM SEWER PLAN AND PROFILEC301 - C303 SITE DETAILSC801 STORM SEWER DETAILSC805 - C806 HAMILTON COUNTY STORM SEWER DETAILSC815- C816 C807 STORMWATER QUALITY PLAN STORMWATER POLLUTION PREVENTION PLAN DETAILSC808-C809 STORMWATER POLLUTION PREVENTION PLAN INFORMATIONC810 WATER DISTRIBUTION DETAILSC812CARMEL UTILITIES SANITARY SEWER DETAILSC813CARMEL UTILITIES SANITARY AND WATER DETAILSC814 THIS SITE LIES ENTIRELY WITHIN ZONE X (UNSHADED) PER FIRM MAP PANEL #18057C0207F DATED FEB. 19, 2003. MAINTENANCE OF TRAFFIC PLANC601 OF CARMEL DETAILED SITE PLANC102A - C102C DETAILED GRADING AND DRAINAGE PLAN C103A - C103C DETAILED UTILITY PLAN C104A - C104C TOPOGRAPHIC SURVEY (BY EMH&T)SHEET 1 of 1 CITY OF CARMEL CURBING AND PAVING POLICYC817-C818 (BA) 69,803 sf / (TPA) 307,446 sf = 22.70% 215,179 sf (GFA) 215,179 sf / (TPA) 307,446 sf = 0.699 162 REQUIRED, 172 PROVIDED ACCESSIBLE SPACES - per ADA (Included in TOTAL) TOTAL PARKING SPACES- per unit mix (185 total units) FLOOR AREA RATIO - (F.A.R.) - 0.70 MAXIMUM GROSS FLOOR AREA (GFA) LOT COVERAGE BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES TOTAL GREEN SPACE AREA TOTAL IMPERVIOUS AREA TOTAL PARCEL AREA (TPA) SITE DATA 6 REQUIRED, 12 PROVIDED 9 REQUIRED, 12 PROVIDED 58 1-BEDROOM INDEPENDENT CARE 48 1-BEDROOM ASSISTED LIVING/2 = 58 SPACES = 24 SPACES 18 2-BEDROOM INDEPENDENT CARE = 18 SPACES 25 STUDIOS ASSISTED LIVING/2 = 13 SPACES 17 STAFF = 17 SPACES 162 SPACESTOTAL PUBLIC ACCESS SPACES PRIVATE GARAGE SPACES = 8 SPACES = 4 SPACES TOTAL 12 SPACES BUILDING AREA (BA) - INCLUDES GARAGES 69,803 sf GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA PARCEL COVERAGE - 65% MAXIMUM TOTAL TREE PRESERVATION AREA (INCLUDED IN GREEN SPACE)71,929 sf (1.65 AC.)48% OF ALL GREEN SPACE WILL BE TREE PRESERVATION AREANOTE: 12 STUDIOS INDEPENDENT CARE = 12 SPACES 8 2-BEDROOM ASSISTED LIVING/2 16 STUDIO MEMORY CARE = 4 SPACES = 16 SPACES 309,189 sf (7.09 AC.) 159,142 sf (3.65 AC.) 150,047 sf (3.44 AC.) 48.53% 51.57% STORMWATER POLLUTION PREVENTION PLAN INFORMATIONC811 CITY OF CARMEL WASTEWATER DETAILSC819-C820 CITY OF CARMEL STANDARD DETAILSC802 - C804 50 ' - 1 / 2 R / W TREE PROTECTION FENCING - TYP. TR E E P R O T E C T I O N F E N C I N G - T Y P . TREE P R O T E C T I O N F E N C I N G - T Y P . PARTIAL DEMO OF EXISTING FOUNDATION CURB CURB CURB CURB SIGN PARTIAL DEMO OF EXISTING WALL TREE PROTECTION FENCING - TYP. STORM DIP DIP DIPCIPCIP CIP CIP DIP MANHOLE STORM STORM STORM Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D UTILITY STATEMENT: SAW CUT A CLEAN EDGE - TO BE ABANDONED IN PLACE TO BE RELOCATED. EXISTING TO REMAIN. TO BE DEMOLISHED OR REMOVED DEMOLITION PLAN LEGEND TO BE SALVAGED BE DEMOLISHED CONSTRUCTION FENCE EXISTING TO CONSTRUCTION LIMITS TREE PROTECTION The utilities shown hereon have been located from field survey information and existing drawings. The surveyor makes no guarantee that the utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available. C101 1" = 40' EXISTING CONDTIONS AND DEMOLITION PLAN SEE NOTE 7. 1.EROSION CONTROL SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE,INCLUDING PAVEMENT REMOVAL. 2.THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES TO BE REMOVED, RELOCATED OR ABANDONED PRIOR TO COMMENCING DEMOLITION ACTIVITIES. 3.THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL,RELOCATION OR ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF EACH RESPECTIVE UTILITY.COSTS FOR DISCONNECTION,REMOVAL,AND/OR RELOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR EXECUTION OF THE WORK SHALL BE PAID BY THE CONTRACTOR. 4.NO OPEN BURNING SHALL BE PERMITTED ON THE SITE. 5.THE OWNER HAS FIRST SALVAGE RIGHTS ON ALL ITEMS REMOVED.IF OWNER FORFEITS RIGHTS THEN ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF-SITE UNLESS OTHERWISE SHOWN. 6.UNLESS SCHEDULED FOR DEMOLITION ON THE DRAWINGS,ALL TREES AND VEGETATION SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT.PROTECTIVE MEASURES SHALL INCLUDE INSTALLATION AND MAINTENANCE OF TREE PROTECTION FENCING TO BE LOCATED WHERE SHOWN AND AT THE DRIPLINE OF ALL TREES LOCATED WITHIN CLOSE PROXIMITY OF AREAS WHERE HEAVY EQUIPMENT WILL OPERATE. 7.A CLEAN,STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL CONCRETE AND ASPHALT SURFACES SCHEDULED FOR DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN IN-PLACE. 8.TERMINAL ENDS OF UNDERGROUND UTILITIES ABANDONED IN-PLACE SHALL BE CUT,CAPPED AND PLUGGED.THE ENDS OF DISCONNECTED UNDERGROUND UTILITIES SHALL BE MARKED FOR FUTURE IDENTIFICATION WITH DETECTABLE LOCATOR TAPE OR A METAL ROD. 9.COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION ELSEWHERE ON THE PROJECT SITE. 10.ALL FOUNDATIONS.SLABS.STRUCTURAL STEEL,MASONRY,SIDEWALKS,RETAINING WALLS, CURBS,APPARATUSES,ETC.,WITHIN THE DESIGNATED DEMOLITION LINES SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS.ALL DEMOLITION WITHIN PROPOSED FOOTPRINT SHALL BE COORDINATED WITH THE BUILDING DRAWINGS. 11.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE ACCESS FOR PEDESTRIANS AND VEHICLE TRAFFIC.THE CONTRACTOR WILL MAINTAIN ALL UTILITY SERVICES TO ALL BUSINESSES.IF UTILITY SERVICES MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE THAT SHUTDOWN TO MINIMIZE IMPACT TO THE BUSINESS AND EXISTING FACILITIES..COORDINATE SHUTDOWN AT LEAST ONE WEEK IN ADVANCE WITH BUSINESS,OWNERS REPRESENTATIVE AND FACILITY MANAGER. 12.ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL OR SHOULD THEY INTERFERE WITH PROJECT CONSTRUCTION.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN.ALL UTILITIES WITHIN THE PROPOSED BUILDING FOOTPRINT WILL BE REMOVED UNLESS OTHERWISE NOTED. 13.MANHOLES,CATCH BASINS,CLEANOUTS,VALVE BOXES,FRAMES COVERS AND GRATES REMAINING IN USE SHALL BE PROTECTED AND ADJUSTED TO FINAL GRADES. 14.REMOVE EXISTING UTILITIES ONLY AFTER CRITICAL NEW SYSTEMS ARE IN PLACE AND OPERATIONAL (I.E.STORM DRAINAGE,SERVICES TO EXISTING STRUCTURES).IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE PROPER REMOVAL,INCLUDING SAFE SEQUENCING OF REMOVAL FOR UTILITIES. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES. 15.FOR ALL UTILITY LINES AND STRUCTURES DESIGNATED TO BE REMOVED,PLACE AND COMPACT STRUCTURAL BACKFILL WITHIN TRENCH. 16.ANY DAMAGE TO EXISTING IMPROVEMENTS RESULTING FROM THE CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY REPAIRED/RESTORED TO THE SATISFACTION OF THE CITY OF CARMEL AT THE COMPLETION OF THE CONSTRUCTION.IT IS RECOMMENDED THAT THE CONTRACTOR AND THE CITY OF CARMEL INSPECTOR HAVE A SITE VISIT PRIOR TO THE START OF CONSTRUCTION. 17.CONTRACTOR TO DEMOLISH EXISTING CURB BACK TO THE NEXT EXISTING JOINT PAST THE LIMITS OF THE NEW DRIVE (FULL SAWCUT AT JOINT). DEMOLITION PLAN NOTES "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" DIP CONSTRUCTION TEMPORARY ENTRANCE (SEE C808) TEMPORARY DROP INLET PROTECTION TEMPORARY CURB INLET PROTECTIONCIP FLOOD ZONE STATEMENT THIS SITE LIES ENTIRELY WITHIN ZONE X (UNSHADED) PER FIRM MAP PANEL #18057C0207F DATED FEB. 19, 2003. SILT FENCE (SEE C808) B C A 10 ' 5' 10 ' 5'5' 5'5' 5' 5' 5' 5' 5' 5' 5' 5' 53' 25' D . E . / A . E . 25 ' D . E . / A . E 10' 10' 10 ' 10' 10' 30' D.E./A.E. 14.3' 10' 5' 5' 10 ' 10 ' 10' 10' 25 ' D . E . / A . E . 50 ' - 1 / 2 R / W VA R I A B L E H E I G H T R E T A I N I N G W A L L VARIABLE HEIGHT RETAINING WALL GA R A G E S GA R A G E S GARAGES GARAGES GARAGES GARAGES TREE P R E S E R V A T I O N A R E A CO N C . S I D E W A L K VARIAB L E H E I G H T R E T A I N I N G W A L L AS P H A L T TREE PRESERVATION AREA VA R I A B L E H E I G H T R E T A I N I N G W A L L VA R I A B L E H E I G H T RE T A I N I N G W A L L CONC. SIDEWALK CO N C . S I D E W A L K AS P H A L T A S P H A L T LANDSCAPE AREA CONC. SIDEWALK LA N D S C A P E A R E A BICYCLE PARKING 3 RACKS/6 SPACES BICYCLE PARKING 3 RACKS/6 SPACES PROPOSED 10' ASPHALT TRAIL CANOPY LANDSCAPED COURTYARD PROPOSED 5' CONCRETE SIDEWALK PROPOSED 5' CONCRETE SIDEWALK/TRAIL PROPOSED FOUR-STORY BUILDING SCREEN WALL PROPOSED GROUND SIGN PROPOSED GROUND SIGN PROPOSED "SERVICE DRIVE" SIGN PROPOSED "SERVICE DRIVE" SIGN VARIABLE HEIGHT RETAINING WALL 126.7' 18 8 ' 11 8 . 1 ' APPROXIMATE LOCATION OF US 31 AND SMOKEY ROW EXPANSION EXISTING WALL TO REMAIN 2 STEPS @ 0.5' EACH 2 STEPS @ 0.5' EACH 55 . 6 ' 58 . 3 ' 83.6' 84.3'114.7' 18 7 . 1 ' MEMORY CARE AREA 1ST FL. BALCONY (SEE ARCH PLANS FOR DETAILS) BASEMENT CONCRETE PATIO 10 ' 25' D . E . / A . E . 25 ' D . E . / A . E 10' 10' 10 ' Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C102 1" = 40' OVERALL SITE PLAN 309,189 sf (7.09 AC.) 159,142 sf (3.65 AC.) (BA) 69,803 sf / (TPA) 307,446 sf = 22.70% 215,179 sf (GFA) 215,179 sf / (TPA) 307,446 sf = 0.699 162 REQUIRED, 172 PROVIDED ACCESSIBLE SPACES - per ADA (Included in TOTAL) TOTAL PARKING SPACES- per unit mix (185 total units) FLOOR AREA RATIO - (F.A.R.) - 0.70 MAXIMUM GROSS FLOOR AREA (GFA) LOT COVERAGE BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES TOTAL GREEN SPACE AREA TOTAL IMPERVIOUS AREA TOTAL PARCEL AREA (TPA) SITE DATA 150,047 sf (3.44 AC.) 6 REQUIRED, 12 PROVIDED 9 REQUIRED, 12 PROVIDED 58 1-BEDROOM INDEPENDENT CARE 48 1-BEDROOM ASSISTED LIVING/2 = 58 SPACES = 24 SPACES 18 2-BEDROOM INDEPENDENT CARE = 18 SPACES 25 STUDIOS ASSISTED LIVING/2 = 13 SPACES 17 STAFF = 17 SPACES 162 SPACESTOTAL PUBLIC ACCESS SPACES PRIVATE GARAGE SPACES = 8 SPACES = 4 SPACES TOTAL 12 SPACES BUILDING AREA (BA) - INCLUDES GARAGES 69,803 sf GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA 48.53% PARCEL COVERAGE - 65% MAXIMUM 51.57% TOTAL TREE PRESERVATION AREA (INCLUDED IN GREEN SPACE)71,929 sf (1.65 AC.)48% OF ALL GREEN SPACE WILL BE TREE PRESERVATION AREANOTE: ADJUST BOUNDARY INFORMATION DETAIL EXISTING R/W PROPOSED R/W EXISTING 35' UTILITY & DRAINAGE EASEMENT PROPOSED EASEMENT EXISTING 50' BUILDING SETBACK LINE PROPOSED 50' BUILDING SETBACK LINE HORIZ. SCALE: 1"=40' 200 40 NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND INFORMATION FOR THE BUILDING AND GARAGES. "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." 12 STUDIOS INDEPENDENT CARE = 12 SPACES 8 2-BEDROOM ASSISTED LIVING/2 16 STUDIO MEMORY CARE = 4 SPACES = 16 SPACES FLOOD ZONE STATEMENT THIS SITE LIES ENTIRELY WITHIN ZONE X (UNSHADED) PER FIRM MAP PANEL #18057C0207F DATED FEB. 19, 2003. 10 ' 5' 10 ' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 53' 25' D . E . / A . E . 25 ' D . E . / A . E R5' 73.3 ' 18 ' 18 ' 25 ' 18' R4.5 ' GARAGES GARAGES GARAGES GARAGES TREE P R E S E R V A T I O N A R E A VARIAB L E H E I G H T R E T A I N I N G W A L L CONC. SIDEWALK CO N C . S I D E W A L K AS P H A L T A S P H A L T LANDSCAPE AREA LA N D S C A P E A R E A R36' R 4 . 5 ' BICYCLE PARKING 3 RACKS/6 SPACES PROPOSED 10' ASPHALT TRAIL CANOPY 2 2 2 2 2 2 2 2 2 12 3 12 50' 10' MIN. 4 4 12 12 12 7 7 7 7 7 7 6 6 4 9A 9A 9A LANDSCAPED COURTYARD 5' 6' 6' 6' 8' 8' R4 . 5 ' R5' PROPOSED 5' CONCRETE SIDEWALK PROPOSED FOUR-STORY BUILDING PROPOSED GROUND SIGN PROPOSED GROUND SIGN R2 0 ' R5' R 1 5 ' R2 0 ' R3 0 ' 25' 18' 18' 25'3.8'83.3' ±6'26' 22 ' 9' TYP. R40'5' R4 0 ' 4 71.7' ±6'44'6' 18 ' 9' TYP. 9' TY P . 9' TY P . 9B 9B 9B 4 4 4 7 88 14 5 3 6 5 6 10 VARIABLE HEIGHT RETAINING WALL R4.5 ' 9' 18 ' 18'26' 9' TY P . 9' 9' R4. 5 ' R4.5 ' R4. 5 ' R4.5' 24 . 5 ' 24 . 8 ' 24 ' R22' 7' 6' 10' R4. 5 ' R4.5 ' R4.5' R4.5 ' R 4 . 5 ' R4.5' R4 . 5 ' R4 . 5 ' R4. 5 ' R4 . 5 ' R 4 . 5 ' R10 ' R4.5' R4.5' R4.5' R4.5 ' R 4 . 5 ' R4.5 ' 19 19 18 3 13 13 13 13 13 13 13 13 22 22 22 23 23 23 23 23 23 23 23 23 23 20 20 31 4 1 16 11 8 . 1 ' R20' APPROXIMATE LOCATION OF US 31 AND SMOKEY ROW EXPANSION 24 24 24 23 7 23 R2 5 ' 23 EXISTING WALL TO REMAIN 23 23 10 ' 4 24 ' R 4 . 5 ' 9B 9B E E A A A A A A B B 27 28 28 7' 30 11 R33 ' 48.4' ± 22 . 9 ' ± 44 . 2 ' ± 44 . 2 ' ± 52.9' ± 22 . 9 ' ± 68' ± 68 ' ± 20 5 ' ± R 3 0 ' R30' 15 33 32 32 29 29 29 2 STEPS @ 0.5' EACH 247 ± 55 . 6 ' 2 23 23 23 23 23 23 23 23 Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C102A 1" = 20' DETAILED SITE PLAN NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND INFORMATION FOR THE BUILDING AND GARAGES. "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." (BA) 69,803 sf / (TPA) 307,446 sf = 22.70% 215,179 sf (GFA) 215,179 sf / (TPA) 307,446 sf = 0.699 162 REQUIRED, 172 PROVIDED ACCESSIBLE SPACES - per ADA (Included in TOTAL) TOTAL PARKING SPACES- per unit mix (185 total units) FLOOR AREA RATIO - (F.A.R.) - 0.70 MAXIMUM GROSS FLOOR AREA (GFA) LOT COVERAGE BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES TOTAL GREEN SPACE AREA TOTAL IMPERVIOUS AREA TOTAL PARCEL AREA (TPA) SITE DATA 6 REQUIRED, 12 PROVIDED 9 REQUIRED, 12 PROVIDED 58 1-BEDROOM INDEPENDENT CARE 48 1-BEDROOM ASSISTED LIVING/2 = 58 SPACES = 24 SPACES 18 2-BEDROOM INDEPENDENT CARE = 18 SPACES 25 STUDIOS ASSISTED LIVING/2 = 13 SPACES 17 STAFF = 17 SPACES 162 SPACESTOTAL PUBLIC ACCESS SPACES PRIVATE GARAGE SPACES = 8 SPACES = 4 SPACES TOTAL 12 SPACES BUILDING AREA (BA) - INCLUDES GARAGES 69,803 sf GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA PARCEL COVERAGE - 65% MAXIMUM TOTAL TREE PRESERVATION AREA (INCLUDED IN GREEN SPACE)71,929 sf (1.65 AC.)48% OF ALL GREEN SPACE WILL BE TREE PRESERVATION AREANOTE: 12 STUDIOS INDEPENDENT CARE = 12 SPACES 8 2-BEDROOM ASSISTED LIVING/2 16 STUDIO MEMORY CARE = 4 SPACES = 16 SPACES 309,189 sf (7.09 AC.) 159,142 sf (3.65 AC.) 150,047 sf (3.44 AC.) 48.53% 51.57% ALL DIMENSIONS SHOWN ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE SHOWN ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL UNLESS OTHERWISE SHOWN. BEARINGS,DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE.REFER TO RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS. PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE.YELLOW OR WHITE STRIPES SHALL BE PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN. SEE SHEETS C801-C804 FOR DETAILS REFERENCED ON THIS SHEET. TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH OF THE WALK. EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL, COLUMN, ETC. CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN CONCRETE WALKS.INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 X THE WIDTH OF THE WALK. UNLESS OTHERWISE SHOWN,PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U-CHANNEL DRIVE POST DRIVEN 42 INCHES BELOW GRADE.THE BOTTOM EDGE OF THE SIGN SHALL BE 6 FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION. FOR SECTIONS A-A,B-B,C-C,D-D AND E-E SEE SHEET C806 FOR PERMEABLE PAVER DETAILS AND SPECIFICATIONS. SITE PLAN NOTES THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED BY THE U.S.DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK. ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM. LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF IMPROVEMENTS VISIBLE ON THE GROUND SURFACE.EXACT LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED.THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING EXCAVATION ACTIVITIES.THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE ENGINEER IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL PAY THE COST OF PROTECTION,RELOCATION,REMOVAL,CONNECTION,AND/OR RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES,SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. TRAFFIC CONTROL DEVICES SHALL BE FURNISHED,ERECTED,MAINTAINED AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.TYPE "C"LIGHTS SHALL BE REQUIRED ON ALL BARRICADES,DRUMS AND SIMILAR DEVICES IN USE AT NIGHT. 9. 10. 11. 4. 5. 6. 7. 8. 1. 2. 3. 7. 6. 5. 3. 4. 2. 1. GENERAL SITE NOTES 14 13 12 11 10 9A 8 7 6 5 1 2 3 4 ACCESSIBLE PARKING SPACE WITH SIGN PAVEMENT STRIPING - PAINTED STOP BAR CONCRETE PAVEMENT SECTION PERMEABLE PAVER - BELGARD BASKETWEAVE PATTERN HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION CONCRETE SIDEWALK COMBINED WALK AND CURB CURB END TRANSITION STRAIGHT CURB ROLL CURB AND GUTTER SITE PLAN KEY NOTE LEGEND KEY SITE PLAN DESCRIPTION LINE TYPE/ SYMBOL PAVEMENT STRIPING - PARKING BAY STRIPE DETAIL REFERENCE CONCRETE FLUSH CURB NEW PAVEMENT TO EXISTING PAVEMENT 15 CITY OF CARMEL CONCRETE SECTION 16 CURB ADJACENT TO EXISTING PAVEMENT 17 SIDEWALK ADJACENT TO CURB 18 ACCESSIBLE CURB RAMP TYPE "D" (CARMEL STANDARDS) 19 ACCESSIBLE CURB RAMP TYPE "K" (CARMEL STANDARDS) 20 ACCESSIBLE CURB RAMP TYPE "G" (INDOT STANDARDS) 21 ACCESSIBLE CURB RAMP TYPE "H" (INDOT STANDARDS 22 BITUMINOUS RECREATIONAL TRAIL 23 LANDSCAPE AREA - SEE LANDSCAPE PLAN (SEE ARCHITECTURAL PLANS) 24 RETAINING WALL - (DESIGNED BY OTHERS) 25 CONCRETE RETAINING WALL WITH SCREEN WALL - SEE ARCHITECTURAL PLANS 26 CONCRETE RETAINING WALL INCORPORATED IN BLDG FOUNDATION - SEE ARCHITECTURAL PLANS 12. 9B PERMEABLE PAVER - BELGARD HERRINGBONE PATTERN 27 BICYCLE RACK 28 CONCRETE COLLAR 29 CONCRETE BOLLARD 30 STOP SIGN 31 CONCRETE DRIVE WITH COMBINED DEPRESSED CURB & GUTTER 32 TYPICAL SWALE WITH SUB-SURFACE DRAIN 33 SUB-SURFACE DRAIN NOTE: SEE SHEETS C801 TO C816 FOR DETAILS REFERENCED ON THIS SHEET 34 CHAIN LINK FENCE 35 CONCRETE CURB TURNOUT 10 ' 25' D . E . / A . E . 30' D.E./A.E. 14.3' 10' 50 ' - 1 / 2 R / W R20'R5' AS P H A L T TREE PRESERVATION AREA VA R I A B L E H E I G H T R E T A I N I N G W A L L VA R I A B L E H E I G H T RE T A I N I N G W A L L CONC. SIDEWALK A S P H A L T LANDSCAPE AREA CONC. SIDEWALK R 4 . 5 ' BICYCLE PARKING 3 RACKS/6 SPACES CANOPY 2 2 12 6 3 LANDSCAPED COURTYARD 6' 6' 8' 8' PROPOSED FOUR-STORY BUILDING SCREEN WALL PROPOSED "SERVICE DRIVE" SIGN PROPOSED "SERVICE DRIVE" SIGN 60 . 7 ' R 1 5 ' R2 0 ' 22 ' R 4 0 ' R40' R3 5 ' R50' R200' 33'20.6' 92 ' 9B 9B 8 4 4 4 7 8 14 15 . 7 ' R22' 7' 6' 6' R4.5' 19 13 22 22 22 23 23 23 23 23 23 23 1 31 3 3 20 4 3 3 2 10 10 10 ' 21 R20' 24 25 25 24 24 22.1' 10 ' 23 23 10 ' R15 ' E B B 27 28 29 10' TYP. 11 30 20' 67.3' ± 68 ' ± 15 1 34 35 2 STEPS @ 0.5' EACH 5' GAP IN WALL/FENCE FOR CONCRETE CURB TURNOUT 38 . 3 ' 9.1 ' 247 ± 55 . 6 ' 58 . 3 ' 83.6' 20 5 . 6 ± 4 4 MEMORY CARE AREA 1ST FL. BALCONY (SEE ARCH PLANS FOR DETAILS) BASEMENT CONCRETE PATIO 23 D D 23 29 Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C102B 1" = 20' DETAILED SITE PLAN NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND INFORMATION FOR THE BUILDING AND GARAGES. "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." (BA) 69,803 sf / (TPA) 307,446 sf = 22.70% 215,179 sf (GFA) 215,179 sf / (TPA) 307,446 sf = 0.699 162 REQUIRED, 172 PROVIDED ACCESSIBLE SPACES - per ADA (Included in TOTAL) TOTAL PARKING SPACES- per unit mix (185 total units) FLOOR AREA RATIO - (F.A.R.) - 0.70 MAXIMUM GROSS FLOOR AREA (GFA) LOT COVERAGE BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES TOTAL GREEN SPACE AREA TOTAL IMPERVIOUS AREA TOTAL PARCEL AREA (TPA) SITE DATA 6 REQUIRED, 12 PROVIDED 9 REQUIRED, 12 PROVIDED 58 1-BEDROOM INDEPENDENT CARE 48 1-BEDROOM ASSISTED LIVING/2 = 58 SPACES = 24 SPACES 18 2-BEDROOM INDEPENDENT CARE = 18 SPACES 25 STUDIOS ASSISTED LIVING/2 = 13 SPACES 17 STAFF = 17 SPACES 162 SPACESTOTAL PUBLIC ACCESS SPACES PRIVATE GARAGE SPACES = 8 SPACES = 4 SPACES TOTAL 12 SPACES BUILDING AREA (BA) - INCLUDES GARAGES 69,803 sf GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA PARCEL COVERAGE - 65% MAXIMUM TOTAL TREE PRESERVATION AREA (INCLUDED IN GREEN SPACE)71,929 sf (1.65 AC.)48% OF ALL GREEN SPACE WILL BE TREE PRESERVATION AREANOTE: 12 STUDIOS INDEPENDENT CARE = 12 SPACES 8 2-BEDROOM ASSISTED LIVING/2 16 STUDIO MEMORY CARE = 4 SPACES = 16 SPACES 309,189 sf (7.09 AC.) 159,142 sf (3.65 AC.) 150,047 sf (3.44 AC.) 48.53% 51.57% ALL DIMENSIONS SHOWN ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE SHOWN ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL UNLESS OTHERWISE SHOWN. BEARINGS,DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE.REFER TO RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS. PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE.YELLOW OR WHITE STRIPES SHALL BE PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN. SEE SHEETS C801-C804 FOR DETAILS REFERENCED ON THIS SHEET. TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH OF THE WALK. EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL, COLUMN, ETC. CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN CONCRETE WALKS.INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 X THE WIDTH OF THE WALK. UNLESS OTHERWISE SHOWN,PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U-CHANNEL DRIVE POST DRIVEN 42 INCHES BELOW GRADE.THE BOTTOM EDGE OF THE SIGN SHALL BE 6 FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION. FOR SECTIONS A-A,B-B,C-C,D-D AND E-E SEE SHEET C806 FOR PERMEABLE PAVER DETAILS AND SPECIFICATIONS. SITE PLAN NOTES THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED BY THE U.S.DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK. ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM. LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF IMPROVEMENTS VISIBLE ON THE GROUND SURFACE.EXACT LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED.THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING EXCAVATION ACTIVITIES.THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE ENGINEER IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL PAY THE COST OF PROTECTION,RELOCATION,REMOVAL,CONNECTION,AND/OR RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES,SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. TRAFFIC CONTROL DEVICES SHALL BE FURNISHED,ERECTED,MAINTAINED AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.TYPE "C"LIGHTS SHALL BE REQUIRED ON ALL BARRICADES,DRUMS AND SIMILAR DEVICES IN USE AT NIGHT. 9. 10. 11. 4. 5. 6. 7. 8. 1. 2. 3. 7. 6. 5. 3. 4. 2. 1. GENERAL SITE NOTES 14 13 12 11 10 9A 8 7 6 5 1 2 3 4 ACCESSIBLE PARKING SPACE WITH SIGN PAVEMENT STRIPING - PAINTED STOP BAR CONCRETE PAVEMENT SECTION PERMEABLE PAVER - BELGARD BASKETWEAVE PATTERN HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION CONCRETE SIDEWALK COMBINED WALK AND CURB CURB END TRANSITION STRAIGHT CURB ROLL CURB AND GUTTER SITE PLAN KEY NOTE LEGEND KEY SITE PLAN DESCRIPTION LINE TYPE/ SYMBOL PAVEMENT STRIPING - PARKING BAY STRIPE DETAIL REFERENCE CONCRETE FLUSH CURB NEW PAVEMENT TO EXISTING PAVEMENT 15 CITY OF CARMEL CONCRETE SECTION 16 CURB ADJACENT TO EXISTING PAVEMENT 17 SIDEWALK ADJACENT TO CURB 18 ACCESSIBLE CURB RAMP TYPE "D" (CARMEL STANDARDS) 19 ACCESSIBLE CURB RAMP TYPE "K" (CARMEL STANDARDS) 20 ACCESSIBLE CURB RAMP TYPE "G" (INDOT STANDARDS) 21 ACCESSIBLE CURB RAMP TYPE "H" (INDOT STANDARDS 22 BITUMINOUS RECREATIONAL TRAIL 23 LANDSCAPE AREA - SEE LANDSCAPE PLAN (SEE ARCHITECTURAL PLANS) 24 RETAINING WALL - (DESIGNED BY OTHERS) 25 CONCRETE RETAINING WALL WITH SCREEN WALL - SEE ARCHITECTURAL PLANS 26 CONCRETE RETAINING WALL INCORPORATED IN BLDG FOUNDATION - SEE ARCHITECTURAL PLANS 12. 9B PERMEABLE PAVER - BELGARD HERRINGBONE PATTERN 27 BICYCLE RACK 28 CONCRETE COLLAR 29 CONCRETE BOLLARD 30 STOP SIGN 31 CONCRETE DRIVE WITH COMBINED DEPRESSED CURB & GUTTER 32 TYPICAL SWALE WITH SUB-SURFACE DRAIN 33 SUB-SURFACE DRAIN NOTE: SEE SHEETS C801 TO C816 FOR DETAILS REFERENCED ON THIS SHEET 34 CHAIN LINK FENCE 35 CONCRETE CURB TURNOUT 25' D . E . / A . E . 2 5 ' D . E . / A . E 10' 10' 10 ' 10' 10' 5' 5' 10 ' 10 ' 10' 10' 25 ' D . E . / A . E . 18 ' 9' 18' 18'25'18' 9' TYP. R5 ' 73.3 ' VA R I A B L E H E I G H T R E T A I N I N G W A L L VARIABLE HEIGHT RETAINING WALL GA R A G E S GA R A G E S CO N C . S I D E W A L K A S P H A L T R4. 5 ' R 1 5 ' R3' R4.5 ' BICYCLE PARKING 3 RACKS/6 SPACES 12 2 2 2 2 2 2 2 4 17 4 4 4 7 12 12 7 7 6 9A R5' PROPOSED 5' CONCRETE SIDEWALK/TRAIL PROPOSED GROUND SIGN 9' TY P . R2 0 ' R5' R2 0 ' 20' R40'5' 5' R37' R5'6' 24'44.2' ±24.2'22.9' ± 2 R4 0 ' R15' 9B 9B 9B 7 11 13 11 7 7 8 R4.5' 25 ' 24 ' 7' 7' R4.5' R4 . 5 ' R4.5' R4.5 ' 13 13 13 13 13 13 13 19 3 3 3 4 23 23 23 23 23 23 23 23 23 20 20 31 3 2 17 21 21 31 33 1 16 16 1 126.7' 18 8 ' R20'24 26 25 7 R4.5 ' R 4 . 5 ' R3 . 5 ' R3.5 ' 2 4 ' R 1 5 ' R5' 21 E A A E E E E C C 27 30 11 R33 ' 30 11 83 . 3 ' ± 12 3 . 6 ' ± 68' ± R 3 0 ' R30' 15 33 33 R30' R 3 0 ' 25 ' 15 2 23 30 . 7 ' 29 29 29 34 34 34 2 STEPS @ 0.5' EACH 28 28 7 . 1 ± 84.3' 114.7' 18 7 . 1 ' R15' 2 2 2 26 ' 21' 23 23 23 23 13 Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C102C 1" = 20' DETAILED SITE PLAN NOTE: REFER TO ARCHITECTURAL AND MEP PLANS FOR DETAILED DIMENSIONS AND INFORMATION FOR THE BUILDING AND GARAGES. "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." (BA) 69,803 sf / (TPA) 307,446 sf = 22.70% 215,179 sf (GFA) 215,179 sf / (TPA) 307,446 sf = 0.699 162 REQUIRED, 172 PROVIDED ACCESSIBLE SPACES - per ADA (Included in TOTAL) TOTAL PARKING SPACES- per unit mix (185 total units) FLOOR AREA RATIO - (F.A.R.) - 0.70 MAXIMUM GROSS FLOOR AREA (GFA) LOT COVERAGE BICYCLE SPACES - 5 per 100 REQUIRED PARKING SPACES TOTAL GREEN SPACE AREA TOTAL IMPERVIOUS AREA TOTAL PARCEL AREA (TPA) SITE DATA 6 REQUIRED, 12 PROVIDED 9 REQUIRED, 12 PROVIDED 58 1-BEDROOM INDEPENDENT CARE 48 1-BEDROOM ASSISTED LIVING/2 = 58 SPACES = 24 SPACES 18 2-BEDROOM INDEPENDENT CARE = 18 SPACES 25 STUDIOS ASSISTED LIVING/2 = 13 SPACES 17 STAFF = 17 SPACES 162 SPACESTOTAL PUBLIC ACCESS SPACES PRIVATE GARAGE SPACES = 8 SPACES = 4 SPACES TOTAL 12 SPACES BUILDING AREA (BA) - INCLUDES GARAGES 69,803 sf GREEN SPACE PERCENTAGE OF TOTAL PARCEL AREA PARCEL COVERAGE - 65% MAXIMUM TOTAL TREE PRESERVATION AREA (INCLUDED IN GREEN SPACE)71,929 sf (1.65 AC.)48% OF ALL GREEN SPACE WILL BE TREE PRESERVATION AREANOTE: 12 STUDIOS INDEPENDENT CARE = 12 SPACES 8 2-BEDROOM ASSISTED LIVING/2 16 STUDIO MEMORY CARE = 4 SPACES = 16 SPACES 309,189 sf (7.09 AC.) 159,142 sf (3.65 AC.) 150,047 sf (3.44 AC.) 48.53% 51.57% ALL DIMENSIONS SHOWN ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE SHOWN ALL RADII SHALL BE 5 FEET UNLESS OTHERWISE SHOWN. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL UNLESS OTHERWISE SHOWN. BEARINGS,DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE.REFER TO RECORDED PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND DETAILS. PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE.YELLOW OR WHITE STRIPES SHALL BE PROVIDED AT OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN. SEE SHEETS C801-C804 FOR DETAILS REFERENCED ON THIS SHEET. TRANSVERSE EXPANSION JOINTS ARE TO BE PROVIDED IN CONCRETE SIDEWALKS AND COMBINED WALKS/CURBS WHERE SHOWN AND AT INTERVALS NOT TO EXCEED 12 X THE WIDTH OF THE WALK. EXPANSION JOINTS SHALL BE INSTALLED IN CONCRETE PAVEMENTS AND WALKS AT ALL LOCATIONS WHERE PAVEMENTS AND WALKS ABUT A VERTICAL SURFACE SUCH AS A CURB, WALL, COLUMN, ETC. CONTRACTION JOINTS SHALL BE PROVIDED AT EQUAL INTERVALS BETWEEN EXPANSION JOINTS IN CONCRETE WALKS.INSTALL CONTRACTION JOINTS AS SHOWN BUT IN NO CASE AT INTERVALS GREATER THAN 1.5 X THE WIDTH OF THE WALK. UNLESS OTHERWISE SHOWN,PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U-CHANNEL DRIVE POST DRIVEN 42 INCHES BELOW GRADE.THE BOTTOM EDGE OF THE SIGN SHALL BE 6 FEET ABOVE THE NEAREST PAVEMENT EDGE ELEVATION. FOR SECTIONS A-A,B-B,C-C,D-D AND E-E SEE SHEET C806 FOR PERMEABLE PAVER DETAILS AND SPECIFICATIONS. SITE PLAN NOTES THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM AGENCIES HAVING JURISDICTION OVER THE WORK PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL PERMITS THAT HAVE NOT BEEN SECURED BY THE OWNER. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AS ISSUED BY THE U.S.DEPARTMENT OF LABOR OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION AS SET FORTH IN FINAL RULE 29, PART 1926, WHERE SUCH REGULATIONS APPLY TO THE WORK. ALL ELEVATIONS SHOWN WITHIN THESE PLANS ARE BASED UPON U.S.G.S. DATUM. LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES AND FIELD EVIDENCE OF IMPROVEMENTS VISIBLE ON THE GROUND SURFACE.EXACT LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED.THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING EXCAVATION ACTIVITIES.THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORK TO THE ENGINEER IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES AND SHALL PAY THE COST OF PROTECTION,RELOCATION,REMOVAL,CONNECTION,AND/OR RECONNECTION OF UTILITIES AS NECESSARY FOR EXECUTION OF THE WORK. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES,SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS. TRAFFIC CONTROL DEVICES SHALL BE FURNISHED,ERECTED,MAINTAINED AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.TYPE "C"LIGHTS SHALL BE REQUIRED ON ALL BARRICADES,DRUMS AND SIMILAR DEVICES IN USE AT NIGHT. 9. 10. 11. 4. 5. 6. 7. 8. 1. 2. 3. 7. 6. 5. 3. 4. 2. 1. GENERAL SITE NOTES 14 13 12 11 10 9A 8 7 6 5 1 2 3 4 ACCESSIBLE PARKING SPACE WITH SIGN PAVEMENT STRIPING - PAINTED STOP BAR CONCRETE PAVEMENT SECTION PERMEABLE PAVER - BELGARD BASKETWEAVE PATTERN HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION CONCRETE SIDEWALK COMBINED WALK AND CURB CURB END TRANSITION STRAIGHT CURB ROLL CURB AND GUTTER SITE PLAN KEY NOTE LEGEND KEY SITE PLAN DESCRIPTION LINE TYPE/ SYMBOL PAVEMENT STRIPING - PARKING BAY STRIPE DETAIL REFERENCE CONCRETE FLUSH CURB NEW PAVEMENT TO EXISTING PAVEMENT 15 CITY OF CARMEL CONCRETE SECTION 16 CURB ADJACENT TO EXISTING PAVEMENT 17 SIDEWALK ADJACENT TO CURB 18 ACCESSIBLE CURB RAMP TYPE "D" (CARMEL STANDARDS) 19 ACCESSIBLE CURB RAMP TYPE "K" (CARMEL STANDARDS) 20 ACCESSIBLE CURB RAMP TYPE "G" (INDOT STANDARDS) 21 ACCESSIBLE CURB RAMP TYPE "H" (INDOT STANDARDS 22 BITUMINOUS RECREATIONAL TRAIL 23 LANDSCAPE AREA - SEE LANDSCAPE PLAN (SEE ARCHITECTURAL PLANS) 24 RETAINING WALL - (DESIGNED BY OTHERS) 25 CONCRETE RETAINING WALL WITH SCREEN WALL - SEE ARCHITECTURAL PLANS 26 CONCRETE RETAINING WALL INCORPORATED IN BLDG FOUNDATION - SEE ARCHITECTURAL PLANS 12. 9B PERMEABLE PAVER - BELGARD HERRINGBONE PATTERN 27 BICYCLE RACK 28 CONCRETE COLLAR 29 CONCRETE BOLLARD 30 STOP SIGN 31 CONCRETE DRIVE WITH COMBINED DEPRESSED CURB & GUTTER 32 TYPICAL SWALE WITH SUB-SURFACE DRAIN 33 SUB-SURFACE DRAIN NOTE: SEE SHEETS C801 TO C816 FOR DETAILS REFERENCED ON THIS SHEET 34 CHAIN LINK FENCE 35 CONCRETE CURB TURNOUT A B C 50 ' - 1 / 2 R / W FFE MAIN FLOOR=842.00 FFE BASEMENT=830.00 PROPOSED FOUR STORY BUILDING W/ PARTIAL BASEMENT FFE = 839.64 FFE = 839.64 FFE = 839.64 FFE = 839.64 FFE = 839.44 FF E = 8 3 9 . 4 4 206 LF O F 4 " P E R F . S S D @ 0 . 5 0 % . 10 ' 5' 10 ' 5'5' 5'5' 5' 5' 5' 5' 5' 5' 5' 5' 53' 25' D . E . / A . E . 2 5 ' D . E . / A . E 10' 10' 10 ' 10' 10' 30' D.E./A.E. 14.3' 10' 5' 5' 10 ' 10 ' 10' 10' 25 ' D . E . / A . E . FFE = 842.00 FR FR FR FR FR FR FR FR FR FR FR FR FR FR FR FR FR FR FR BA S I N E X - E A S T BAS I N OFF S I T E E X I S T I N G BA S I N P R - S O U T H BA S I N P R - E A S T BA S I N P R - S O U T H B A S I N E X - S O U T H B A S I N P R - S O U T H Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D GRADING NOTES 1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER. 2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED PER THE SPECIFICATIONS. 3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS AVAILABLE. 4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE ENGINEER. 7.THE BW CALL OUT ON THE RETAINING WALL GRADING IS THE GRADE AT THE GROUND. MATCH EXISTING FLOW DIRECTION w/ GRADE TOP OF CURB AND PAVEMENT SPOT GRADE GROUND SPOT GRADE GUTTER GRADE LINE TYPE / SYMBOL M.E. 845.50 845.2 GRADING PLAN LEGEND DESCRIPTION FLOOD ZONE STATEMENT THIS SITE LIES ENTIRELY WITHIN A FLOOD HAZARD ZONE X PER FIRM MAP FOR CITY OF INDIANAPOLIS COMMUNITY PANEL #18097C0068E DATED JAN. 5, 2001 C103 1" = 40' OVERALL GRADING AND DRAINAGE PLAN %1.00 TB800.50800.00 TW BW 800.50 800.00 TOP AND BOTTOM OF WALL ELEVATION "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." FR FLOOD ROUTE PROPOSED BASIN AREAS EXISTING BASIN AREAS FLOOD GRADE NOTE FLOOD ROUTE PONDING AREA AND ELEVATION The Minimum Flood Protection Grade (MFPG) of all structures fronting a pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter a building. The Lowest Adjacent Grade (LAG) is the elevation of the lowest grade adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well.) The Minimum Lowest Adjacent Grade (MLAG) for all residential, commercial, or industrial buildings (including walkout basements) adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. In addition, the MLAG and MFPG for all residential, commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. The current City policy for this specific standard is as follows: The MLAG/MFPG shall be set a minimum of 1-foot above the maximum water surface elevation resulting from the onsite inlets being clogged or inoperable during the 100 year rain event. This condition has been established as being the governing the MLAG/MFPG elevations for this site. The MLAG and MFPG for this site are set at 841.81. FFE MAIN FLOOR=842.00 FFE BASEMENT=830.00 PROPOSED FOUR STORY BUILDING W/ PARTIAL BASEMENT TB839.98839.48 TB839.98839.48 TB840.10839.60 841.20 T836.26 T B 837.09 836.80TB837.33837.05 TB839.96839.46 TB839.76839.26 TB840.45839.95 TB840.76840.26 T B 840.55 840.05 839.11 840.10 841.81841.81 841.81 841.81 T B 840.00 839.50 T B 839.53 839.03 TB839.53839.03 T B 839.53 839.03 TB839.53839.03 840.71 841.21 841.98 841.78 T B 841.33 840.83 840.69 TB841.08840.58 T B 839.96 839.46 T B 841.28 840.78 841.81 841.81 T B 840.14 839.64 TB840.41839.91 TB840.41839.91 839.46 839.46 839.46 TB840.14839.64 TB840.14839.64 T B 840.14 839.64 TB840.14839.64 839.46 839.46 839.46 TB840.14839.64 T B 840.14 839.64 T B 840.14 839.64TB840.14839.64 TB840.14839.64 TB840.26839.76 TB840.36839.86 TB840.65840.15 TB840.65840.15 TB840.38839.88 T B 841.18 840.68 T B 840.50 840.00 TB840.50840.00 T B 840.14 839.64 TB840.14839.64 TB840.26839.76 840.25 839.75 839.75 841.81 840.35 840.45 841.81 840.38 840.60 TB839.53839.03 840.70 840.90 840.50 841.50 841.50841.98 841.81 841.81 841.81 840.80 TB839.53839.03 TB840.25839.75 839.46 839.46 TB839.96839.46 840.10 TB840.10839.60 T B 839.96 839.46 T B 839.96 839.46 TB840.00839.50 TB839.85839.35 TB839.76839.26 839.46 T B 840.00 839.50 TB840.08839.58 T B 840.17 839.67 TB840.82840.32 TB840.18839.68 T B 840.91 840.41 T B 840.32 839.82 TB840.20839.70 839.64 TB839.96839.46 TB839.96839.46 T B 839.96 839.46 TB839.96839.46 TB840.21839.71 841.44 841.22 T B 840.61 840.11 840.10 841.98 TB841.21840.71 T B 841.21 840.71 846.92 846.82 847.14 847.04 847.49 849.29 848.12 847.92 848.12 847.92 848.66 848.46 849.13 848.93 849.27 849.07 849.53 849.33 849.37 849.17 849.76 849.56 849.72 849.52 847.75 847.25 848.38 M.E. 848.32M.E. 848.86M.E. 849.33 M.E. 849.53 M.E. 849.87M.E. 850.00 M.E. 850.00M.E. 849.61 M.E. T B 844.50 841.30 TB844.50841.30 T B 843.00 841.50 T B 843.00 841.50 T B 844.50 843.00 TB844.50843.00 M.E. M.E. M.E. % 5.22 % 5.22 % 1.6 % 4. 2 % 1. 5 % 7. 0 % 1. 0 % 1. 0 % 0. 9 5 %1.38 %7.0 %7.0 %0.55 %5.0 % 1. 0 % 0. 6 6 % 1. 5 %1.0 %1.5 % 1. 5 %1.5 %1.5 % 1.5 % 1.5 % 1. 5 % 1. 3 3 % 2. 0 % 1. 0 % 1. 0 % 2 . 0 % 2. 0 % 2. 0 % 2.0 TWBW 842.00 842.00 TWBW 844.50842.00 TWBW 845.00 841.25 TW BW 845.00 841.00 TWBW 845.00840.00 TWBW 846.00840.50 TW BW 847.50 840.25 TWBW 848.00 840.25 TWBW 847.50 840.25 TWBW 846.50840.25 TW BW 845.50 840.25 TWBW 844.00 844.00 FFE = 839.64 FFE = 839.64 FFE = 839.64 FFE = 839.64 839.00 206 LF O F 4 " P E R F . S S D @ 0 . 5 0 % . TB836.30836.17 T B 836.73 836.60 TB836.85836.72 837.30 837.50 T B 837.33 837.33 TB838.10837.60 TB836.73836.73 T B 837.05 837.05 TB837.83837.33 837.10 837.20 840.8 841.3M.E. 841.8M.E. 840.45 %2.00 %2.00 %2.00 %1.00 %1.00 % 7. 1 841.18840.27 841.47 841.88 841.42 %5.0 %5.0 % 5. 0 % 5. 0 % 4. 8 % 5. 0 840.10 T B 839.98 839.48 840.10 840.50 841.88 840.88 840.78 840.50 840.40 % 1. 3 8 % 1. 0 % 2. 5 %5.0 %1.9 840.76 840.90 841.22 TB840.86840.36 % 1.86 %3.0 841.46840.96 %3.97 %1.86 10 ' 5' 10 ' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 53' 25' D . E . / A . E . 2 5 ' D . E . / A . E TB839.85839.35 841.81 FR FR FR FR FR FR FR FR Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D FLOOD ZONE STATEMENT THIS SITE LIES ENTIRELY WITHIN A FLOOD HAZARD ZONE X PER FIRM MAP FOR CITY OF INDIANAPOLIS COMMUNITY PANEL #18097C0068E DATED JAN. 5, 2001 C103A 1" = 20' DETAILED GRADING AND DRAINAGE PLAN GRADING NOTES 1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER. 2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED PER THE SPECIFICATIONS. 3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS AVAILABLE. 4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE ENGINEER. 7.THE BW CALL OUT ON THE RETAINING WALL GRADING IS THE GRADE AT THE GROUND. "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." MATCH EXISTING FLOW DIRECTION w/ GRADE TOP OF CURB AND PAVEMENT SPOT GRADE GROUND SPOT GRADE GUTTER GRADE LINE TYPE / SYMBOL M.E. 845.50 845.2 GRADING PLAN LEGEND DESCRIPTION %1.00 TB800.50800.00 TW BW 800.50 800.00 TOP AND BOTTOM OF WALL ELEVATION FR FLOOD ROUTE FLOOD GRADE NOTE The Minimum Flood Protection Grade (MFPG) of all structures fronting a pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter a building. The Lowest Adjacent Grade (LAG) is the elevation of the lowest grade adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well.) The Minimum Lowest Adjacent Grade (MLAG) for all residential, commercial, or industrial buildings (including walkout basements) adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. In addition, the MLAG and MFPG for all residential, commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. The current City policy for this specific standard is as follows: The MLAG/MFPG shall be set a minimum of 1-foot above the maximum water surface elevation resulting from the onsite inlets being clogged or inoperable during the 100 year rain event. This condition has been established as being the governing the MLAG/MFPG elevations for this site. The MLAG and MFPG for this site are set at 841.81. FLOOD ROUTE PONDING AREA AND ELEVATION 50 ' - 1 / 2 R / W FFE MAIN FLOOR=842.00 FFE BASEMENT=830.00 C.O. C.O. PROPOSED FOUR STORY BUILDING W/ PARTIAL BASEMENT TB840.10839.60 841.98 841.20 841.81 TB839.96839.46 TB839.76839.26 TB840.45839.95 841.75841.84 T B 841.94 841.44 TB840.76840.26 T B 840.55 840.05 840.10 841.81 841.81 T B 839.53 839.03 829.98 C.O. C.O. S T S T ST ST ST ST ST S T S T C.O. C.O.C.O.ST STC.O.ST C.O.C.O. ST ST ST ST ST ST C.O. ST C.O. ST ST ST ST ST C.O. C.O. ST C.O. 840.70 840.90 840.50 841.50 841.50 841.81 841.81 841.81 841.81 841.81 841.81 841.98 841.98 841.81 841.81 841.81 841.81 841.98 841.98 840.80 TB841.89841.39 TB842.36841.86 842.46 842.12 TB842.00841.50 T B 841.62 841.12 TB841.78841.28 T B 841.37 840.87 T B 840.50 840.00 TB843.70843.20 TB842.70842.20 T B 842.45 841.95 T B 842.30 841.80 TB841.48840.98 TB841.93841.43 T B 841.66 841.16 T B 840.94 840.44 T B 845.10 844.60 TB841.48840.98 ST ST ST ST ST ST ST ST ST 841.81 841.80 829.75 829.98 829.73 829.70 WESTSIDE EASTSIDE EASTSIDE WESTSIDE EASTSIDE WESTSIDE WESTSIDE EASTSIDE WESTSIDEEASTSIDE WESTSIDE EASTSIDE WESTSIDE EASTSIDE LOCATION WHERE WALL FLIPS HIGH SIDE TB839.53839.03 TB840.25839.75 839.46 839.46 TB839.96839.46 840.10 TB840.10839.60 T B 839.96 839.46 C.O. C.O. C.O. C.O.C.O. C.O. C.O. C.O. 841.81 841.95 M.E. M.E. 844.91 844.58 844.30 844.10846.45 846.35 846.79 846.69 846.92 846.82 847.14 847.04 EASTSIDEWESTSIDE M.E. 847.00 M.E.847.12 M.E. 847.34 M.E. M.E. T B 844.50 841.30 TB844.50841.30 T B 843.00 841.50 T B 843.00 841.50 T B 844.50 843.00 TB844.50843.00 % % 1.6 % 4. 2 % 1. 5 % 1. 0 % 1. 3 3 % 2. 0 % 1. 0 % 2. 5 7 % 0.5 0 % 2 . 9 0 % 2. 5 % 3. 0 % 4. 2 5 % 4.31 % 1. 0 % 4. 8 6 % 5. 2 4 %0.75 % 1. 0 WESTSIDEEASTSIDE C.O. TWBW 844.00 844.00 TWBW 843.00842.80 TWBW 845.00 841.60 TW BW 845.50 841.00 TWBW 844.50 840.60 TW BW 840.40840.10 TW BW 840.93 836.00 TW BW 841.14 835.50 TW BW 841.88 835.50 TW BW 842.13 835.00 TWBW 842.68834.00 TWBW 832.00829.95 TW BW 831.50 829.70 TWBW 830.00 829.50 TW BW 830.00 829.50 TW BW 841.50 829.98 C.O. ST ST 841.75 841.60 841.81 840.75 841.10 TB845.37845.37 T B 845.01 845.01 TB845.93845.44 T B 846.95 846.66 T B 845.54 845.25 TB846.03845.74T B 846.03 845.90TB846.47846.34M.E. Runoff Direction % 7. 1 840.50 840.40 835.25 839.00 TW BW 840.10 840.10 839.62 T B 840.02 839.62 % 2. 5 7 % 3.73 % 2. 5 7 % 2. 5 7 % 0. 4 ST % 1. 0 % 2. 5 % 3.2 6 841.00 841.61% 4.72 % 4 . 3 %4.4 %1.9 840.76 840.90 841.22 841.53 TB840.86840.36 % 1.86 %3.0 TB841.46840.96 T B 841.48 840.98 %2.0%3.97 % 3.9 7 %1.86 C.O. ST C.O. C.O. 10 ' 25' D . E . / A . E . 30' D.E./A.E. 14.3' 10' % 0.3 841.81 829.75 829.60 % 0.50 % 1.00 829.87 829.87 829.80 %1.00 %1.00 835.47 FR FR FR FR FR FR FR FR FR FR Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D FLOOD ZONE STATEMENT THIS SITE LIES ENTIRELY WITHIN A FLOOD HAZARD ZONE X PER FIRM MAP FOR CITY OF INDIANAPOLIS COMMUNITY PANEL #18097C0068E DATED JAN. 5, 2001 C103B 1" = 20' DETAILED GRADING AND DRAINAGE PLAN GRADING NOTES 1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER. 2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED PER THE SPECIFICATIONS. 3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS AVAILABLE. 4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE ENGINEER. 7.THE BW CALL OUT ON THE RETAINING WALL GRADING IS THE GRADE AT THE GROUND. "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." MATCH EXISTING FLOW DIRECTION w/ GRADE TOP OF CURB AND PAVEMENT SPOT GRADE GROUND SPOT GRADE GUTTER GRADE LINE TYPE / SYMBOL M.E. 845.50 845.2 GRADING PLAN LEGEND DESCRIPTION %1.00 TB800.50800.00 TW BW 800.50 800.00 TOP AND BOTTOM OF WALL ELEVATION FR FLOOD ROUTE FLOOD GRADE NOTE The Minimum Flood Protection Grade (MFPG) of all structures fronting a pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter a building. The Lowest Adjacent Grade (LAG) is the elevation of the lowest grade adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well.) The Minimum Lowest Adjacent Grade (MLAG) for all residential, commercial, or industrial buildings (including walkout basements) adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. In addition, the MLAG and MFPG for all residential, commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. The current City policy for this specific standard is as follows: The MLAG/MFPG shall be set a minimum of 1-foot above the maximum water surface elevation resulting from the onsite inlets being clogged or inoperable during the 100 year rain event. This condition has been established as being the governing the MLAG/MFPG elevations for this site. The MLAG and MFPG for this site are set at 841.81. FLOOD ROUTE PONDING AREA AND ELEVATION 841.90 TB838.09837.80 841.98 T B 837.78 837.49 837.39 836.89 836.39 T B 835.89 835.60 TB839.58839.08 T B 839.95 839.45 TB839.31838.81 T B 839.95 839.45 839.08 840.26 T B 840.22 839.72 TB840.22839.72 841.81 T B 840.22 839.72 840.26 841.81 841.81 841.02 T B 839.58 839.08 TB839.31838.81 T B 839.92 839.42 TB840.16839.66 839.30 T B 836.26 835.97 T B 837.09 836.80TB837.33837.05 TB839.96839.46 T B 841.94 841.44 T B 840.55 840.05 TB840.76840.26 T B 840.55 840.05 839.11 T B 839.53 839.03 TB840.22839.72 840.26 TB840.16839.66 TB840.16839.66T B 839.94 839.44 TB839.94839.44 T B 839.94 839.44 TB839.94839.44 841.81 841.81 841.98 T B 839.94 839.44 838.85 839.08 T B 839.94 839.44 TB839.08838.58 T B 839.35 838.85 839.08 TB839.58839.08 840.39 T B 839.58 839.08 TB839.08838.58 838.85 T B 839.31 838.81 T B 837.95 837.82 T B 838.18 838.05 TB839.63839.13 TB839.40838.90 TB839.42838.92 839.23 C.O. C.O. S T ST ST ST ST ST ST ST ST ST TB839.94839.44 839.68 841.81 829.70 TB840.25839.75 C.O. TB839.65839.15 840.26 TB840.36839.86 TB840.25839.75 C.O. C.O. C.O. C.O. 840.74 C.O.%5.7 %5.7 %5.7 %3.0 %3.0%3.0 %3.0 % 2. 4% 1. 5 %1.17%5.0 %5.0 %1.5 %1.5 %1.0 %1.65 %1.5 %1.5 %1.5 % 5.22 % 5.22 % 1.6 % 4. 2 % 5. 0STST STC.O. C.O. TW BW 830.00 829.50 TWBW 839.50 829.95 TW BW 841.50 829.98 TW BW 839.00 838.25 TW BW 839.25 835.00 TWBW 839.25 830.00 TWBW 839.25 829.40 TW BW 840.00828.50 TW BW 840.25829.00 FFE = 839.44 FF E = 8 3 9 . 4 4 839.00 838.19 TB838.13838.00 TB837.82837.69 837.88 T B 838.38 838.38 TB839.13838.63 TB838.69838.19 TB837.94837.94 TB836.30836.17 T B 836.73 836.60 TB836.85836.72 837.30 837.50 T B 837.33 837.33 TB838.10837.60 836.00 836.50 TB836.73836.73 T B 837.05 837.05 TB837.83837.33 837.10 837.20 841.98 841.90 841.98 841.90 841.98 841.90 841.98 840.05 839.25 840.04 840.53 841.88 % 2. 0 %5.0 % 5. 0 841.84 841.81 841.63 840.63 % 15.0 %5.0 T B 840.37 839.87 % 0. 7 5 % 3. 0 % 1.90 % 3.2 6 % 1. 7 8 840.88 841.00 841.61% 4.72 % T B 841.48 840.98 % 3.9 7 25' D . E . / A . E . 2 5 ' D . E . / A . E 10' 10' 10 ' 10' 10' 5' 5' 10 ' 10 ' 10' 10' 25 ' D . E . / A . E . C.O. 829.75 % 1.00 FFE = 842.00 FR FR FR FR FR FR FR T B 840.10 839.60 841.98 TB835.89835.60 839.08 T B 840.22 839.72 841.81 TB840.22839.72 840.26 841.81 841.81 841.02 TB839.58839.08 T B 839.31 838.81 TB839.92839.42 T B 840.16 839.66 839.30 TB836.26835.97 TB837.09836.80B T B 839.96 839.46 T B 839.76 839.26 TB840.45839.95 841.75841.84 TB841.94841.44 TB840.55840.05 T B 840.76 840.26 TB840.55840.05 839.11 840.10 841.81 841.81 TB839.53839.03 C.O. C.O. C.O. S T S T ST ST ST ST ST ST ST ST ST ST ST S T S T C.O. C.O.C.O. 841.81 841.80 T B 839.53 839.03 T B 840.25 839.75 839.46 839.46 T B 839.96 839.46 840.10 T B 840.10 839.60 TB839.96839.46 C.O.C.O. C.O. C.O. C.O. 841.81 T B 840.25 839.75 C.O. C.O. C.O.%5.7 %5.7 %1.5 %1.5 % 5.22 % 5.22 % 1. 6 % 4. 2 % 1. 5 % 1. 0 839.00 TB836.30836.17 TB836.73836.60 T B 836.85 836.72 837.30 837.50 TB837.33837.33 T B 838.10 837.60 836.00 836.50 T B 836.73 836.73 TB837.05837.05 TB837.83837.33 837.10 837.20 % 7. 1 %5.0 TB840.37839.87 % 0. 7 5 % 3. 0 % 1.90 % 3.2 6 % 1. 7 8 840.88 841.00 841.61% 4.72 % 4 . 3 %4.4 %1.9 840.76 840.90 841.22 841.53 TB840.86840.36 % 1.86 %3.0 T B 841.46 840.96 TB841.48840.98 %2.0%3.97 % 3.9 7 %1.86 10 ' 25' D . E . / A . E . 25 ' D . E . / A . E 10' 10' 10 ' FR FR FR Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D FLOOD ZONE STATEMENT THIS SITE LIES ENTIRELY WITHIN A FLOOD HAZARD ZONE X PER FIRM MAP FOR CITY OF INDIANAPOLIS COMMUNITY PANEL #18097C0068E DATED JAN. 5, 2001 C103C 1" = 20' DETAILED GRADING AND DRAINAGE PLAN GRADING NOTES 1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITSOF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER. 2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDEDPER THE SPECIFICATIONS. 3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS ASAVAILABLE. 4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISESHOWN. 5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESSOTHERWISE SHOWN. 6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCINGCONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THEENGINEER. 7.THE BW CALL OUT ON THE RETAINING WALL GRADING IS THE GRADE AT THE GROUND. "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." MAIN ENTRANCE PLAN VIEW MATCH EXISTING FLOW DIRECTION w/ GRADE TOP OF CURB AND PAVEMENT SPOT GRADE GROUND SPOT GRADE GUTTER GRADE LINE TYPE / SYMBOL M.E. 845.50 845.2 GRADING PLAN LEGEND DESCRIPTION %1.00 TB800.50800.00 TWBW 800.50 800.00 TOP AND BOTTOM OF WALL ELEVATION FR FLOOD ROUTE FLOOD GRADE NOTE The Minimum Flood Protection Grade (MFPG) of all structures fronting a pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter a building. The Lowest Adjacent Grade (LAG) is the elevation of the lowest grade adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well.) The Minimum Lowest Adjacent Grade (MLAG) for all residential, commercial, or industrial buildings (including walkout basements) adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. In addition, the MLAG and MFPG for all residential, commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. The current City policy for this specific standard is as follows: The MLAG/MFPG shall be set a minimum of 1-foot above the maximum water surface elevation resulting from the onsite inlets being clogged or inoperable during the 100 year rain event. This condition has been established as being the governing the MLAG/MFPG elevations for this site. The MLAG and MFPG for this site are set at 841.81. FLOOD ROUTE PONDING AREA AND ELEVATION BA C FFE MAIN FLOOR=842.00 FFE BASEMENT=830.00 C.O. C.O. PROPOSED FOUR STORY BUILDING W/ PARTIAL BASEMENT G C.O. C.O. C.O. ST ST ST ST ST ST ST S T C.O. C.O.C.O.ST ST ST ST C.O. C.O. C.O.C.O.C.O. ST ST C.O. C.O. ST ST C.O. C.O. C.O. C.O. ST ST ST ST C.O. C.O.C.O. C.O. C.O. C.O. C.O.C.O.C.O. C.O. C.O. C.O. C.O. C.O. C.O. ST ST C.O. T T E E E E E E E E E G G G G G G G G G G G C C C C C C C C C FO FO FO FO FO FO FO FO C.O.C.O. C.O. C.O. C.O. C.O. C.O. C.O. STC.O. C.O. E C.O. ST FFE = 839.64 FFE = 839.64 FFE = 839.64 FFE = 839.64 FFE = 839.44 FF E = 8 3 9 . 4 4 S 206 LF O F 4 " P E R F . S S D @ 0 . 5 0 % . C.O. C.O. C.O. 10 ' 5' 10 ' 5'5' 5'5' 5' 5' 5' 5' 5' 5' 5' 5' 53' 25' D . E . / A . E . 25 ' D . E . / A . E 10' 10' 10 ' 10' 10' 30' D.E./A.E. 14.3' 10' 5' 5' 10 ' 10 ' 10' 10' 25 ' D . E . / A . E . C.O. C.O. C.O. W E E FFE = 842.00 Runoff Direction D.S.D.S.D.S.D.S.D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S. D.S. D.S. D.S. D.S. 50 ' - 1 / 2 R / W Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N GINEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C104 1" = 40' OVERALL UTILITY PLAN "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." UTILITY NOTES 1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR. 2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES. 3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. 4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL SA-9. 5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS. 9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN. 13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY CONNECTIONS. 16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 17.CAP STUBS AND PROVIDE FIELD MARKERS. 18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY OTHERS). 19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY OTHERS). 20. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD DRAWING DETAIL 10-28, SHEET C803. 21. CONTRACTOR TO MAINTAIN A 20' WIDE STRIP OF BINDER CONNECTING MAIN ENTRANCE TO SOUTH ENTRANCE FOR CARMEL FIRE DEPARTMENT. BINDER NEEDS INSTALLED BEFORE ANY VERTICAL CONSTRUCTION COMMENCES. 22. CONTRACTOR TO INSTALL MUFFIN MONSTER LOCATED AT STRUCTURE 400 PER DETAILS AND SPECIFICATIONS, SEE SHEETS C819-C820. Lat LATERAL PEDESTAL BURIED TELEPHONE COMMUNICATION/DATA MANHOLE METER AREA LIGHTING PARKING LOT LIGHTING POWER POLE TRANSFORMER BURIED ELECTRIC LINE ELECTRIC GAS VALVE GAS METER GAS LINE - SIZE AS SHOWN GAS FIRE DEPT. CONNECTION POST INDICATOR VALVE (PIV) BLOW OFF ASSEMBLY AIR RELIEF VALVE FIRE HYDRANT METER VALVES FITTINGS BENDS FIRE LINE - SIZE AS SHOWN WATERLINE - SIZE AS SHOWN WATERLINE CLEANOUT SWALE / FLOW LINE ROOF DRAIN / DOWNSPOUT MANHOLE END SECTION INLETS SUB-SURFACE-DRAIN - SIZE AS SHOWN PIPE WITH SIZE AS SHOWN INVERT ELEVATION RIM ELEVATION STRUCTURE NUMBER STORM SEWERS CLEAN OUT LATERAL SIZE AS SHOWN MANHOLE FORCE MAIN PIPE WITH SIZE AS SHOWN INVERT ELEVATION RIM ELEVATION STRUCTURE NUMBER SANITARY SEWERS UTLITY DESCRIPTION LINE TYPE/SYMBOL UTILITY IMPROVEMENTS G C.O. C.O. 821.50IE 825.50RIM >ooo >ooo LEGEND OF PROPOSED W S D T E M T D.S. P 825.50RIM 400 IE 821.50 300 GENERATOR G CABLE G W E FIBER OPTIC EXISTING PUBLIC FIRE HYDRANT EXISTING PUBLIC FIRE HYDRANT FFE MAIN FLOOR=842.00 FFE BASEMENT=830.00 PROPOSED FOUR STORY BUILDING W/ PARTIAL BASEMENT ST ST ST ST STC.O. ST ST ST ST IE:838.57 12" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 0.52%. 8" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. ST ST ST ST ST ST C.O. C.O.IE:839.00 IE:837.40 STC.O.ST C.O.IE:838.50IE:838.50 C.O. ST ST ST ST ST ST C.O. ST C.O. IE:838.50 IE:838.50 IE:838.50 6" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. 4" PVC PERFORATE PIPE 4" PERF. SSD @ 0.25% C.O. 90 L F O F 8 " S D R 3 5 P V C @ 2 . 0 0 % M I N . 66 LF OF 6" SDR 35 PVC @ 1.04% MIN. IE:836.84 C.O.C.O.C.O. C.O. C.O. C.O. ST ST ST ST C.O. 308 RIM 839.64 Inv. 832.93 (N) Inv. 833.24 (E) Inv. 832.83 (S) 309 RIM 840.67 Inv. 833.26 (N) Inv. 833.14 (S) 310 RIM 839.96 Inv. 833.55 (N) Inv. 835.46 (E) 320 RIM 839.25 Inv. 835.25 (NE) 311 RIM 839.25 Inv. 833.89 (E) Inv. 835.06 (SW) Inv. 833.79 (S) 312 RIM 839.48 Inv. 834.28 (E) Inv. 834.28 (S) Inv. 834.18 (W) 314 RIM 840.00 Inv. 835.41 (S) Inv. 835.31 (W) 315 RIM 840.00 Inv. 835.90 (S) Inv. 835.80 (N) 316 RIM 840.00 Inv. 836.24 (N) 317 RIM 840.00 Inv. 835.55 (N) 318 RIM 840.00 Inv. 835.21 (S) Inv. 835.11 (N) 319 RIM 840.00 Inv. 834.72 (S) Inv. 834.41 (N) 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:839.00 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:839.00 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:838.50 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:839.00 IE:839.00 6" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. 6" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. 6" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. 10" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. 307 RIM 839.26 Inv. 832.67 (N) Inv. 834.84 (W) Inv. 832.56 (E) 306 RIM 839.08 Inv. 832.23 (W) Inv. 832.13 (E) 326 RIM 839.50 Inv. 832.04 (W) Inv. 831.98 (S) 96 LF OF 24" HD P E @ 0 . 3 0 % 47 LF OF 12" HDPE @ 0.40% 84 LF OF 6" SSD @ 0.70% 49 L F O F 6 " S S D @ 0 . 7 0 % 4 9 L F O F 6 " S S D @ 0 . 7 0 % 55 L F O F 6 " S S D @ 0 . 7 0 % 4 2 L F O F 1 2 " H D P E @ 0 . 3 0 % 80 L F O F 2 4 " H D P E @ 0 . 3 0 % 65 L F O F 2 4 " P E R F . H D P E @ 0 . 3 0 % 55 L F O F 3 0 " H D P E @ 0 . 3 0 % 108 LF OF 30" PERF. HDPE @ 0.30%31 LF OF 30" HDPE @ 0.3 0 % 72 L F O F 2 4 " P E R F . H D P E @ 0 . 3 0 % FFE = 839.64 FFE = 839.64 FFE = 839.64 FFE = 839.64 ADJUST RIM ELEV TO 839.50 ADJUST RIM ELEV TO 839.00 3 8 L F O F 6 " S D R 3 5 P V C @ 1 . 0 4 % M I N . 27 LF OF 8" SDR 35 PVC @ 1.04% MIN.S 400 RIM = 839.00 INV. 836.44 (S) INV. 836.20 (NE) INV. 835.40 (W)IE:835.12 206 LF O F 4 " P E R F . S S D @ 0 . 5 0 % . M.E. C.O. 10 ' 5' 10 ' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 53' 25' D . E . / A . E . 25 ' D . E . / A . E IE:838.00 C.O. C.O. ST 12 LF OF 12" HDPE @ 0.50% 305 RIM 840.33 Inv. 835.33 (E) Inv. 835.31 (N) Inv. 833.30 (W) 32 L F O F 3 0 " H D P E @ 0 . 8 5 % 328 RIM 839.61 Inv. 835.03 (E)48 LF OF 12" PERF. HDPE @ 0.40% 331 RIM 840.57 Inv. 836.25 (W) 330 RIM 840.67 Inv. 836.69 (S) 329 RIM 840.69 Inv. 836.27 (W) 8 6 L F O F 2 4 " R C P @ 0 . 4 5 % EX.B RIM 839.00 Inv. 831.71 (N) Inv. 831.61 (SE) E E E SEE DETAIL DW-1 ON SHEET C806 REPLACE CASTING WITH NEENAH R-1772-A CONTECH BIOFILTER WATER QUALITY STRUCTURE (SEE DETAIL BF-1, SHEET C807) CONTECH BIOFILTER WATER QUALITY STRUCTURE (SEE DETAIL BF-1, SHEET C807) D.S.D.S.D.S.D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. THIS 24" CMP PIPE WILL BE BURIED AND ABANDONED IN PLACE DURING U.S. 31 INDOT PROJECT ELECTRICAL LINE FOR CONTROLLER AND MUFFIN MONSTER (WITH MUFFIN MONSTER AND CONTROLLER) Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N GINEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C104A 1" = 20' DETAILED UTILITY PLAN "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." UTILITY NOTES 1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR. 2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES. 3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. 4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL SA-9. 5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS. 9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN. 13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY CONNECTIONS. 16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 17.CAP STUBS AND PROVIDE FIELD MARKERS. 18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY OTHERS). 19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY OTHERS). 20. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD DRAWING DETAIL 10-28, SHEET C803. 21. CONTRACTOR TO MAINTAIN A 20' WIDE STRIP OF BINDER CONNECTING MAIN ENTRANCE TO SOUTH ENTRANCE FOR CARMEL FIRE DEPARTMENT. BINDER NEEDS INSTALLED BEFORE ANY VERTICAL CONSTRUCTION COMMENCES. 22. CONTRACTOR TO INSTALL MUFFIN MONSTER LOCATED AT STRUCTURE 400 PER DETAILS AND SPECIFICATIONS, SEE SHEETS C819-C820. Lat LATERAL PEDESTAL BURIED TELEPHONE COMMUNICATION/DATA MANHOLE METER AREA LIGHTING PARKING LOT LIGHTING POWER POLE TRANSFORMER BURIED ELECTRIC LINE ELECTRIC GAS VALVE GAS METER GAS LINE - SIZE AS SHOWN GAS FIRE DEPT. CONNECTION POST INDICATOR VALVE (PIV) BLOW OFF ASSEMBLY AIR RELIEF VALVE FIRE HYDRANT METER VALVES FITTINGS BENDS FIRE LINE - SIZE AS SHOWN WATERLINE - SIZE AS SHOWN WATERLINE CLEANOUT SWALE / FLOW LINE ROOF DRAIN / DOWNSPOUT MANHOLE END SECTION INLETS SUB-SURFACE-DRAIN - SIZE AS SHOWN PIPE WITH SIZE AS SHOWN INVERT ELEVATION RIM ELEVATION STRUCTURE NUMBER STORM SEWERS CLEAN OUT LATERAL SIZE AS SHOWN MANHOLE FORCE MAIN PIPE WITH SIZE AS SHOWN INVERT ELEVATION RIM ELEVATION STRUCTURE NUMBER SANITARY SEWERS UTLITY DESCRIPTION LINE TYPE/SYMBOL UTILITY IMPROVEMENTS G C.O. C.O. 821.50IE 825.50RIM >ooo >ooo LEGEND OF PROPOSED W S D T E M T D.S. P 825.50RIM 400 IE 821.50 300 GENERATOR G CABLE G W E FIBER OPTIC GAS METER CONTRACTOR SHALL PROVIDE TRANSFORMER PAD(S), COORDINATE WITH IPL FOR FINAL LOCATION AND INSTALLATION OF NEW SERVICES. ELECTRIC METER BANK ON WALL (SEE MEP PLANS FOR EXACT LOCATION) CONNECT TO EX. UTILITIES CONNECT TO EX. WATER LINE WITH 20"x20"x8" TEE WITH GATE VALVE (WET TAP) 8" FIRE PROTECTION LINE 6" DOMESTIC WATER SERVICE GATE VALVE 8" DUCTILE IRON WATER LINE GREASE TRAP 6" SANITARY LINE (SEE MEP PLANS FOR CONTINUATION) 4" SANITARY LINE (SEE MEP PLANS FOR CONTINUATION) FFE MAIN FLOOR=842.00 FFE BASEMENT=830.00 C.O. C.O. PROPOSED FOUR STORY BUILDING W/ PARTIAL BASEMENT G NOTE: METER AND RPZ BACKFLOW PREVENTER LOCATED INSIDE BUILDING (SEE MEP PLANS FOR CONTINUATION) C.O. S T S T ST ST ST ST ST ST S T C.O. C.O.C.O.ST IE:839.34 IE:839.08 IE:838.57 12" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 0.52%. DOWNSPOUT CONNECTION STC.O.ST C.O.IE:838.50IE:838.50 C.O. ST ST ST ST ST ST C.O. ST C.O. ST ST ST ST ST C.O. C.O. IE:838.50 IE:838.50 IE:838.50 IE:838.50 IE:838.50 ST C.O.IE:838.20 6" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. 6" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. C.O. 4" PVC PERFORATE PIPE ST ST ST ST ST ST ST ST ST 90 L F O F 8 " S D R 3 5 P V C @ 2 . 0 0 % M I N . CLEANOUT CAP ELEV = 840.50 IE. = 838.00 (SEE MEP PLANS FOR CONTINUATION) C.O. C.O. C.O. C.O.C.O. C.O. C.O. C.O. C.O. T T E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G C C C C C C C C C C C C C C C C C C C FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO C.O.C.O. 312 RIM 839.48 Inv. 834.28 (E) Inv. 834.28 (S) Inv. 834.18 (W) 314 RIM 840.00 Inv. 835.41 (S) Inv. 835.31 (W) 315 RIM 840.00 Inv. 835.90 (S) Inv. 835.80 (N) 316 RIM 840.00 Inv. 836.24 (N) 317 RIM 840.00 Inv. 835.55 (N) 318 RIM 840.00 Inv. 835.21 (S) Inv. 835.11 (N) 319 RIM 840.00 Inv. 834.72 (S) Inv. 834.41 (N) 322 RIM 846.83 Inv. 844.04 (N) Inv. 842.41 (E) 324 RIM 842.27 Inv. 835.55 (S) Inv. 836.80 (N) Inv. 835.45 (W) 323 RIM 844.00 Inv. 839.76 (W) Inv. 837.22 (S) 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:839.00 IE:839.00 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:839.50 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:839.50 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:839.20 6" STORM LINE FOR DUPLEX SUMP PUMP. SEE MEP PLANS FOR CONTINUATION IE:839.20 IE:838.50 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:838.50 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:838.50 6" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. 6" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. 6" PVC ROOF DRAIN DOWNSPOUT CONNECTION IE:838.00 8" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. IE:838.50 C.O. 10" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. 306 RIM 839.08 Inv. 832.23 (W) Inv. 832.13 (E) 326 RIM 839.50 Inv. 832.04 (W) Inv. 831.98 (S) E 325 RIM 837.35 Inv. 836.25 (N) IE:837.00 96 LF OF 24" H D P E @ 0 . 3 0 % 84 LF OF 6" SSD @ 0.70% 55 L F O F 6 " S S D @ 0 . 7 0 % 49 L F O F 6 " S S D @ 0 . 7 0 % 4 9 L F O F 6 " S S D @ 0 . 7 0 % 55 L F O F 6 " S S D @ 0 . 7 0 % 4 2 L F O F 1 2 " H D P E @ 0 . 3 0 % 108 LF OF 30" PERF. HDPE @ 0.30%31 LF OF 30" HDPE @ 0 . 3 0 % 16 LF OF 15" RCP @ 1.97% 135 LF OF 15" RC P @ 1 . 9 7 % C.O. IE:838.50 ST ST 6" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION 27 LF OF 8" SDR 35 400 STC.O. ST C.O. C.O. 10 ' 25' D . E . / A . E . 30' D.E./A.E. 14.3' 10' IE:838.50IE:838.00 43 L F O F 1 5 " H D P E @ 1 . 0 0 % W 32 L F O F 3 0 " H D P E @ 0 . 8 5 % 234 LF OF 18" HDPE @ 0.50% 14 0 L F O F 1 2 " P E R F . H D P E @ 0 . 5 0 % SEE DETAIL HD-1 ON SHEET C806 E E E E E CAP END OF PIPECONTRACTOR TO COORDINATE WITH CITIZENS ENERGY GROUP (CEG) FOR LOCATION AND INSTALLATION OF GAS AND WATER SERVICES. CONTRACTOR TO COORDINATE WITH THE COMMUNICATIONS PROVIDER FOR LOCATION AND INSTALLATION OF NEW SERVICES. EMERGENCY GENERATOR. (SEE MEP PLANS FOR FINAL LOCATION AND SPECIFICATIONS) EMERGENCY GENERATOR POWER FEED. (SEE MEP PLANS) FIRE KNOX BOX W/AUDIBLE ALARM AT FRONT DOOR (SEE ARCH, MEP, FIRE PROTECTION PLANS FOR MORE INFO.) 6" DUCTILE IRON FIRE DEPT. CONNECTION 6" DUCTILE IRON WATER LINE PRIVATE FIRE HYDRANT (PER CARMEL WATER SPECS) FIRE DEPT. CONNECTION 5" STORTZ CONNECTION W/30° DOWN ANGLE AND LOCKABLE KNOX CAP 2 STEEL BOLLARDS (YELLOW) PIV (3' CLEARANCE WITH BOLLARDS) WATERLINE TO BE INSTALLED IN THE R/W PER CITY OF CARMEL TRENCHING DETAIL Runoff Direction CONTECH BIOFILTER WATER D.S.D.S.D.S.D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S. D.S. D.S. D.S. D.S. SAMPLE BOX ( SEE MEP PLANS FOR CONTINUATION) ELECTRICAL LINE FOR CONTROLLER AND MUFFIN MONSTER ELECTRICAL LINE AND ALARM TO BE FED AND LOCATED WITHIN BUILDING (SEE MEP PLANS FOR CONTINUATION) 50 ' - 1 / 2 R / W Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N GINEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C104B 1" = 20' DETAILED UTILITY PLAN "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." UTILITY NOTES 1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR. 2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES. 3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. 4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL SA-9. 5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS. 9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN. 13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY CONNECTIONS. 16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 17.CAP STUBS AND PROVIDE FIELD MARKERS. 18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY OTHERS). 19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY OTHERS). 20. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD DRAWING DETAIL 10-28, SHEET C803. 21. CONTRACTOR TO MAINTAIN A 20' WIDE STRIP OF BINDER CONNECTING MAIN ENTRANCE TO SOUTH ENTRANCE FOR CARMEL FIRE DEPARTMENT. BINDER NEEDS INSTALLED BEFORE ANY VERTICAL CONSTRUCTION COMMENCES. 22. CONTRACTOR TO INSTALL MUFFIN MONSTER LOCATED AT STRUCTURE 400 PER DETAILS AND SPECIFICATIONS, SEE SHEETS C819-C820. Lat LATERAL PEDESTAL BURIED TELEPHONE COMMUNICATION/DATA MANHOLE METER AREA LIGHTING PARKING LOT LIGHTING POWER POLE TRANSFORMER BURIED ELECTRIC LINE ELECTRIC GAS VALVE GAS METER GAS LINE - SIZE AS SHOWN GAS FIRE DEPT. CONNECTION POST INDICATOR VALVE (PIV) BLOW OFF ASSEMBLY AIR RELIEF VALVE FIRE HYDRANT METER VALVES FITTINGS BENDS FIRE LINE - SIZE AS SHOWN WATERLINE - SIZE AS SHOWN WATERLINE CLEANOUT SWALE / FLOW LINE ROOF DRAIN / DOWNSPOUT MANHOLE END SECTION INLETS SUB-SURFACE-DRAIN - SIZE AS SHOWN PIPE WITH SIZE AS SHOWN INVERT ELEVATION RIM ELEVATION STRUCTURE NUMBER STORM SEWERS CLEAN OUT LATERAL SIZE AS SHOWN MANHOLE FORCE MAIN PIPE WITH SIZE AS SHOWN INVERT ELEVATION RIM ELEVATION STRUCTURE NUMBER SANITARY SEWERS UTLITY DESCRIPTION LINE TYPE/SYMBOL UTILITY IMPROVEMENTS G C.O. C.O. 821.50IE 825.50RIM >ooo >ooo LEGEND OF PROPOSED W S D T E M T D.S. P 825.50RIM 400 IE 821.50 300 GENERATOR G CABLE G W E FIBER OPTIC EXISTING PUBLIC FIRE HYDRANT C.O. C.O. S T ST ST ST ST ST ST ST ST ST IE:839.20 IE:838.21 10" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 0.52%.4" PVC PERFORATED PIPE C.O. C.O.C.O. 45 LF OF 6" SDR 35 PVC @ 1.04% MIN.66 LF OF 6" SDR 35 PVC @ 1.04% MIN. IE:837.53IE:836.84 CLEANOUT CAP ELEV = 840.50 IE. = 838.00 (SEE MEP PLANS FOR CONTINUATION) C.O. 302 RIM 838.74 Inv. 834.74 (W) 301 RIM 838.73 Inv. 834.46 (E) Inv. 833.94 (N) Inv. 833.84 (W) 300 RIM 838.47 Inv. 833.69 (E) Inv. 828.51 (N) Inv. 828.41 (S) 303 RIM 839.13 Inv. 834.84 (E) Inv. 834.87 (N) Inv. 834.74 (S) 304 RIM 840.55 Inv. 835.47 (N) Inv. 835.50 (S) Inv. 835.32 (W) C.O. C.O. C.O. C.O. C.O. IE:839.20 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:838.50 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:838.50 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:838.50 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:838.50 6" STORM DRAIN SEE MEP PLANS FOR CONTINUATION IE:839.00 10" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 0.52%. ST ST STC.O.IE:838.80 10" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 1.00%. C.O.IE:839.10 48 LF OF 15" HDPE @ 1.00% 20 0 L F O F 1 8 " P E R F . H D P E @ 0 . 4 0 % 31 LF OF 18" PERF. HDPE @ 0.50% 76 LF OF 12" PERF. HDPE @ 0.37% FFE = 839.44 FF E = 8 3 9 . 4 4 ADJUST RIM ELEV TO 839.50 36 LF OF 24" RCP @ 0.81% ADJUST RIM ELEV TO 839.00 3 8 L F O F 6 " S D R 3 5 P V C @ 1 . 0 4 % M I N . 27 LF OF 8" SDR 35 PVC @ 1.04% MIN.S 400 RIM = 839.00 INV. 836.44 (S) INV. 836.20 (NE) INV. 835.40 (W)IE:835.12 25' D . E . / A . E . 25 ' D . E . / A . E 10' 10' 10 ' 10' 10' 5' 5' 10 ' 10 ' 10' 10' 25 ' D . E . / A . E . C.O. 12" PVC ROOF DRAIN DOWNSPOUT CONNECTION @ 0.52%. EX.A 32 L F O F 3 0 " H D P E @ 0 . 8 5 % 76 L F O F 1 5 " P E R F . H D P E @ 0 . 3 0 % 327 RIM 839.13 Inv. 835.10 (S) 332 RIM 840.55 Inv. 836.13 (S) 333 RIM 840.55 Inv. 836.13 (N) 8 6 L F O F 2 4 " R C P @ 0 . 4 5 % EX RIM 837.50 Inv. 831.22 (NW) Inv. 831.12 (S) 25 9 L F O F 2 4 " R C P @ 1 . 0 1 % 25 9 L F O F 2 4 " R C P @ 1 . 0 1 % EX.B RIM 839.00 Inv. 831.71 (N) Inv. 831.61 (SE) FFE = 842.00 REPLACE CASTING WITH NEENAH R-1772-A PRIVATE FIRE HYDRANT (PER CARMEL WATER SPECS) 6" C900 PVC WATER LINE CONNECT TO EX. WATER LINE WITH 6"x6"x6" TEE CONTECH BIOFILTER WATER QUALITY STRUCTURE (SEE DETAIL BF-1, SHEET C807) CONTECH BIOFILTER WATER QUALITY STRUCTURE (SEE DETAIL BF-1, SHEET C807) D.S. D.S. D.S. D.S. D.S.D.S. (WITH MUFFIN MONSTER AND CONTROLLER) Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N GINEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C104C 1" = 20' DETAILED UTILITY PLAN "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" "ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY." UTILITY NOTES 1.CONTRACTOR TO INSTALL ALL WATER FEATURES PER THE CITY OF CARMEL WATER SPECIFICATIONS.ALL FIRE HYDRANTS,POST INDICATOR VALVES (PIV),FIRE DEPARTMENT CONNECTIONS (FDC)AND OTHER WATER ITEMS ABOVE GROUND ARE TO BE PAINTED RED.SEE CITY OF CARMEL SPECIFICATIONS FOR EXACT COLOR. 2.REFER TO MECHANICAL,ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF STRUCTURES. 3.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES.IN SUCH CASES,THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. 4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES.A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS.IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET,THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL SA-9. 5.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 6.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 7.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 8.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS. 9.WHERE GRADE MODIFICATIONS (CUT OR FILL)ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS,THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 10.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES. 11.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE. 12.PAVEMENTS,WALKS,CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN. 13.MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 14.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS,ETC.WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER,UTILITY COMPANIES,AND GOVERNING AUTHORITIES.THE CONTRACTOR SHALL INSTALL AS NECESSARY,TEMPORARY SITE LIGHTING,GAS,SANITARY,WATER,STORM,ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 15.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY CONNECTIONS. 16.CONTRACTOR SHALL PROVIDE ALL BENDS,FITTINGS,ADAPTERS,ETC.AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB OUTS.INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 17.CAP STUBS AND PROVIDE FIELD MARKERS. 18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN (BY OTHERS). 19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY OTHERS). 20. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD DRAWING DETAIL 10-28, SHEET C803. 21. CONTRACTOR TO MAINTAIN A 20' WIDE STRIP OF BINDER CONNECTING MAIN ENTRANCE TO SOUTH ENTRANCE FOR CARMEL FIRE DEPARTMENT. BINDER NEEDS INSTALLED BEFORE ANY VERTICAL CONSTRUCTION COMMENCES. 22. CONTRACTOR TO INSTALL MUFFIN MONSTER LOCATED AT STRUCTURE 400 PER DETAILS AND SPECIFICATIONS, SEE SHEETS C819-C820. Lat LATERAL PEDESTAL BURIED TELEPHONE COMMUNICATION/DATA MANHOLE METER AREA LIGHTING PARKING LOT LIGHTING POWER POLE TRANSFORMER BURIED ELECTRIC LINE ELECTRIC GAS VALVE GAS METER GAS LINE - SIZE AS SHOWN GAS FIRE DEPT. CONNECTION POST INDICATOR VALVE (PIV) BLOW OFF ASSEMBLY AIR RELIEF VALVE FIRE HYDRANT METER VALVES FITTINGS BENDS FIRE LINE - SIZE AS SHOWN WATERLINE - SIZE AS SHOWN WATERLINE CLEANOUT SWALE / FLOW LINE ROOF DRAIN / DOWNSPOUT MANHOLE END SECTION INLETS SUB-SURFACE-DRAIN - SIZE AS SHOWN PIPE WITH SIZE AS SHOWN INVERT ELEVATION RIM ELEVATION STRUCTURE NUMBER STORM SEWERS CLEAN OUT LATERAL SIZE AS SHOWN MANHOLE FORCE MAIN PIPE WITH SIZE AS SHOWN INVERT ELEVATION RIM ELEVATION STRUCTURE NUMBER SANITARY SEWERS UTLITY DESCRIPTION LINE TYPE/SYMBOL UTILITY IMPROVEMENTS G C.O. C.O. 821.50IE 825.50RIM >ooo >ooo LEGEND OF PROPOSED W S D T E M T D.S. P 825.50RIM 400 IE 821.50 300 GENERATOR G CABLE G W E FIBER OPTIC C.O. C.O. C.O. C.O. C.O. S T ST ST ST ST ST ST S T C.O. C.O.C.O.ST ST ST ST C.O. C.O. C.O.C.O.C.O. ST ST C.O. C.O. ST ST C.O. C.O. C.O. ST ST ST ST C.O. C.O. C.O. C.O.C.O.C.O. C.O. C.O. C.O. C.O. C.O. C.O. ST ST C.O. C.O. C.O. C.O. C.O. C.O. C.O. STC.O. C.O. C.O. ST 206 LF O F 4 " P E R F . S S D @ 0 . 5 0 % . C.O. C.O. C.O. 10 ' 5' 10 ' 5'5' 5'5' 5' 5' 5' 5' 5' 5' 5' 5' 53' 25' D . E . / A . E . 25 ' D . E . / A . E 10' 10' 10 ' 10' 10' 30' D.E./A.E. 14.3' 10' 5' 5' 10 ' 10 ' 10' 10' 25 ' D . E . / A . E . C.O. C.O. C.O. 50 ' - 1 / 2 R / W TREE PROTECTION FENCING - TYP. TREE PROTECTION FENCING - TYP. TR E E P R O T E C T I O N F E N C I N G - T Y P . TREE P R O T E C T I O N F E N C I N G - T Y P . CHANGE TO POST-CONSTRUCTION SIGNAGE AFTER CONSTRUCTION COMPLETE TREE PROTECTION FENCING. ADJUST AS NEEDED FOR CONDITIONS IN THE FIELD.DISTURBANCE OF ANY PLANT MATERIAL WITHIN THE TREE PRESERVATION AREA SHALL BE MITIGATED PER CITY OF CARMEL URBAN FORESTER'S DIRECTION. CHANGE TO POST-CONSTRUCTION SIGNAGE AFTER CONSTRUCTION COMPLETE CHANGE TO POST-CONSTRUCTION SIGNAGE AFTER CONSTRUCTION COMPLETE CHANGE TO POST-CONSTRUCTION SIGNAGE AFTER CONSTRUCTION COMPLETE CHANGE TO POST-CONSTRUCTION SIGNAGE AFTER CONSTRUCTION COMPLETE CHANGE TO POST-CONSTRUCTION SIGNAGE AFTER CONSTRUCTION COMPLETE DIP DIP DIP DIP DIP DIP DIP DIP DIP DIP DIP DIP DIP CIP CIP CIP TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT DIP CONSTRUCTION TRAILER WITH TEMPORARY ELECTRICAL SERVICE TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY CONSTRUCTION ENTRANCE CIP CIP CIP CIP CIP STOCKPILE DIP CONTECH BIOFILTER WATER QUALITY STRUCTURE (SEE DETAIL BF-1, SHEET C807) CONTECH BIOFILTER WATER QUALITY STRUCTURE (SEE DETAIL BF-1, SHEET C807) CONTECH BIOFILTER WATER QUALITY STRUCTURE (SEE DETAIL BF-1, SHEET C807) OIL - DEBRIS HOOD, SUMPED MANHOLE (SEE DETAIL HD-1, SHEET C806) Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 SITE BENCHMARK #1: TBM set at top of R/W marker in the S.E.Quad.of Smokey Row Rd.&Pro-Med Ln.,7'±south of B.O.C.&16.75'±east of fire hydrant. Elev.=849.48 NAVD '88 Elevation 849.08 SITE BENCHMARK #2: Bench Tie w/yellow cap set N.side Powerpole #838-1518 at NE cor.of site,south edge of Smokey Row Rd.&25'±NW of a fire hydrant. Elev.= 846.65 NAVD '88 Elevation 846.25 PROJECT BENCHMARK NGVD29: U.S.G.S.DATUM BENCHMARK INFORMATION:A bronze disk on a concrete post projecting 1.5 feet out of the ground along US-31, 3.7 miles north of I-465,0.7 mile west of Meridian Street,100 feet west of centerline of SBL of US-31 and 2 feet east of R/W fence.B.M. ELEVATION = 879.76 NAVD '88 Elevation 879.36 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N GINEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C105 1" = 40' STORMWATER POLLUTION PREVENTION PLAN DESCRIPTION LEGEND LINE TYPE / SYMBOL TREE PRESERVATION AREA TREE PROTECTION FENCING SIGNS 1.BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION FOR FILTER STRIPS IN PERIMETER AREAS. 2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 3.INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET PROTECTION PRACTICES FOR EXISTING STORM STRUCTURES. 4.STRIP TOPSOIL, STOCKPILE QUANTITIES NECESSARY FOR COMPLETION OF THE PROJECT AND REMOVE EXCESS FROM THE SITE. SEED STOCKPILES. 5.BEGIN MASS EARTHWORK. 6.INSTALL SANITARY SEWER AND STORM SEWER SYSTEMS. INSTALL INLET PROTECTION AS INLETS ARE INSTALLED. 7.COMPLETE MASS GRADING. 8.INSTALL STONE BASE FOR ROADS AND DRIVES AS SOON AS GRADE IS ESTABLISHED. 9.INSTALL ROADS, CURBS, PAVEMENT AND FINISH BACKFILL. SEED RIGHT-OF-WAYS AND OTHER DISTURBED AREAS NOT PREVIOUSLY SEEDED. 10.INSTALL UTILITIES. 11.FINISH PERIMETER AND COMMON AREA LANDSCAPING. SEED OR SOD AREAS PER PLAN. 12.REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND PROJECT SITE IS PERMANENTLY STABILIZED. 13.MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT. LINE TYPE / SYMBOL PERMANENT SEEDING WITH MULCH COARSE AGGREGATE 6 INCHES OF 2"-3" TEMPORARYCONSTRUCTION ENTRANCE (20'W x 50'L) Minimum - EC-22 (SEE LANDSCAPE PLAN FOR EXCLUDED AREAS SUCH AS PLANTING BEDS AND AREAS TO BE SODDED) 1.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER SECTION 327-IAC-15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN. 2.UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION. 3.SEE SHEET C2.14 FOR DETAILS REFERENCED ON THIS SHEET. 4.PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES. 5.IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER. 6.THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING ROADWAYS. 7.TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A PERIMETER CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY SEEDED. 8.SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN ACTUAL SIZE. 9. CONTRACTOR TO INSTALL A PERMEABLE PAVER / OPENGRADED STONE PROTECTION ON OR AROUND THE PERMEABLE PAVER AREA SO THAT IT IS NOT AFFECTED DURING CONSTRUCTION. A PERIMETER CONTROL CAN BE USED OR TEMPORARY FILTER FABRIC WITH 6" OF CRUSHED STONE ON TOP. SEE SHEET C804 FOR DETAILS. EROSION CONTROL NOTES EC-2 TEMPORARY CURB INLET PROTECTION TEMPORARY DROP INLET PROTECTION TREE PROTECTION FENCE GRADING LIMITS SILT FENCE (SEDIMENT FENCE) EROSION CONTROL LEGEND LINE TYPE / SYMBOLDESCRIPTION DESCRIPTION EROSION CONTROL SEQUENCE AND NOTES CONTACT: Doug Peters Ph: (317) - 353 - 8311 Indianapolis, IN 46219 1398 N. Shadeland Ave. CONTACT PERSON DIP CIP MED. FLOW CHANNELS 2:1 - 1:1 SLOPES 4:1 - 3:1 SLOPES BLANKET - S75 PERMANENT SEEDING WITH EROSION CONTROL WITH EROSION CONTROL PERMANENT SEEDING BLANKET - SC150 EC-25 CONCRETE WASHOUT EC-12, EC-12A "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" DISCHARGE POINT VEGETATIVE SWALE PERMEABLE PAVERS EC-6 GRAVEL END SECTIONPROTECTION DISCHARGE POINT DISCHARGE POINT RIPRAP w/ GEOTEXTILE FABRIC UNDERNEATH (SEE DETAIL EC-7 ON C808) FFE MAIN FLOOR = 8 4 2 . 0 0 FFE BASEMENT= 8 3 0 . 0 0 C.O. C.O . PROPOSED F O U R STORY BUILDI N G W / PARTIAL BASE M E N T G NOTE: METER AND RPZ BACKFLOWPREVENTER LOCATED INSIDE BUILDING(SEE MEP PLANS FOR CONTINUATION) C.O . C.O . C.O . ST ST ST ST ST ST C.O . C.O . C.O . ST STSTC.O. C.O . C.O . C.O . C.O . STSTC.O . C.O . STST C.O . C.O . C.O . C.O. ST ST ST C.O . C.O. C.O. C.O . C.O .C.O. C.O. C.O. C.O. C.O . C.O . C.O . C.O . C.O . C.O . ST C.O. TT EEEEEE GGGGGGGG 6''W6''W6''W6''W6''W6''W 6''W6''W6''W6''W CCCCCC C FOFOFOFOFO C.O . C.O . C.O . C.O . C.O . C.O . C.O .C.O . ST C.O. C.O . E C.O. FF E = 8 3 9 . 6 4 FF E = 8 3 9 . 6 4 FF E = 8 3 9 . 6 4 FF E = 8 3 9 . 6 4 FF E = 8 3 9 . 4 4 FFE = 839.44 6''W S 20 6 L F O F 4 " P E R F . S S D @ 0 . 5 0 % . C.O . C.O . C.O . 10' 5' 10' 5' 5' 5' 5' 5' 5' 5' 5' 5' 53' 25' D. E . / A . E . 25' D. E . / A . E 10' 10' 10' 10' 10' 30' D . E . / A . E . 14. 3 ' 10' 5' 5' 10' 10' 10' 10' 25' D.E./A.E. C.O . C.O . C.O . W E E FF E = 8 4 2 . 0 0 50' - 1/2 R/W Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R PR O FESSIONAL E N GINEER INDIA N A PAULA J E A NGARTN E R PE 10809217 STATE OF R E G ISTER E D STR: OFFSITE TO EX.A PLAN VIEW STR: OFFSITE TO EX.A PROFILE HORIZ. SCALE: 1"=50' 0 25 50 1.ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND GENERAL SPECIFICATIONS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OF THE STORM SEWER SYSTEM AND CONSTRUCTION AREA. 2.ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 3.ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS.THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 4.FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELDCONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12 INCHES. 5.STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGEFLOW INTO THE STRUCTURE. 6.STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAYREQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 7.FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVEDAREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 8.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE ANDINCLUDE END SECTIONS. 9.CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVEDCOLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THECASTING PER THE DETAILS. 10.SUB-SURFACE DRAINS FOR ALL DRAINAGE INLET STRUCTURES LOCATED WITHIN PAVEMENT AREAS IS DESIRED. UNDERGROUND DRAINAGE INTO CATCH BASIN STRUCTURES IS TO BE PROVIDED BY INSTALLING 20' LENGTHS OF 4" DIAMETER PERFORATED PIPE TAPPED INTO THE INLET STRUCTURE. FOUR (4) SUCH LENGTHS ARE TO BE PROVIDED, ONE IN EACH QUADRANT AROUND THE INLET.AT CURB INLETS, ONE EACH IN 2 QUADRANTS AROUND THE INLET. 11.ALL STORM CASTINGS SHALL HAVE A "NO DUMPING, DRAINS TO WATERWAY" MESSAGE ON THEM. 12.ALL PROPOSED STORM SEWERS, DETENTION STRUCTURES, AND STORMWATER QUALITYTREATMENT BMP'S ARE PRIVATE. 13.THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE MUST BEDONE ACCORDING TO THE FOLLOWING CONDITIONS: A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT. B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') DIAMETER BY AMINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH 4x4x10 GAUGE WIRE MESH OVERTHE EXTERIOR OF THE MANHOLE. C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BEREPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE CITY OFINDIANAPOLIS DEPARTMENT OF CAPITAL ASSET MANAGEMENT'S STORMWATER DESIGN ANDCONSTRUCTION SPECIFICATION MANUAL. 14. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD DRAWING DETAIL 10-28, SHEET C803. 15.THESTORM SEWER SYSTEMSHALLBECONSTRUCTED PER DESIGNSPECIFIED ANDASAPPROVED BYTHECITYOFCARMEL ONTHEFINALAPPROVEDCONSTRUCTIONPLANS.DEVIATIONSFROMTHE APPROVEDDESIGN SHALL ONLY BE PERMITTEDDUE TO SPECIALCIRCUMSTANCESOR DIFFICULTYDURINGCONSTRUCTIONANDWILLREQUIREPRIORFIELDAPPROVALFROMADESIGNATEDREPRESENTATIVEOFTHECITYOFCARMELINADDITIONTOSUPPLEMENTALAPPROVALBYTHEDESIGNENGINEER.AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS AREQUIREMENTONAS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCEGUARANTEES.APPROVED DESIGNSLOPESIDENTIFIEDASGENERATINGVELOCITIESOF2.5FPSORLESSOR10FPSORGREATER,PRIORTOBACKFILLING THEPIPE.THECONTRACTORISINSTRUCTEDTOAS-BUILT EACH SECTIONOF STORM PIPE ASIT IS BEINGINSTALLED TOENSURE COMPLIANCEWITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTES SEE NOTE 7GRANULAR BACKFILL PROFILE LEGEND DATUM 800 805 71 8 . 0 2+00 STATIONING GROUNDEXISTING PROPOSEDGRADEEXISTING GROUND 800 805 50250 HORIZ. SCALE: 1"=50' 432 510 VERT. SCALE: 1"=5' C301 1" = 50' STORM SEWER PLAN & PROFILES PROPOSED IMPROVEMENTSSTORM SEWER LEGEND LINE TYPE / SYMBOL DESCRIPTION SIZE AS SHOWNSUB-SURFACE DRAIN (SSD) SIZE AS SHOWNSTORM SEWER12''ST STORM STRUCTURE No.100 RIM ELEVATION INVERT ELEVATION821.50IE RIM 825.50 BUILDING DOWNSPOUT END SECTION SEWER CLEANOUT SOLID CASTING D.S. C.O. D BEEHIVE / YARD INLET CATCH BASIN INLET CURB INLET see note 9 & 10 see note 10 see note 9 SIZE AS SHOWN ROOF DRAIN COLLECTORRD Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R PR O FESSIONAL E N GINEER INDIA N A PAULA J E A NGARTN E R PE 10809217 STATE OF R E G ISTER E D "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUTAN APPROVED STORM WATER MANAGEMENT PERMIT" FFE MAIN FLOOR=842.00 FFE BASEMENT=830.00 NOTE: METER AND RPZ BACKFLOW PREVENTER LOCATED INSIDE BUILDING (SEE MEP PLANS FOR CONTINUATION) C.O. C.O. C.O. S T ST ST ST ST S T C.O. C.O.C.O.ST C.O. C.O. C.O.C.O. C.O.C.O.C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. STC.O. C.O. C.O. FFE = 839.64 FFE = 839.44 FF E = 8 3 9 . 4 4 6''W S 10 ' 5' 10 ' 53' 25' D . E . / A . E . 25 ' D . E . / A . E 10' 10' 10 ' 10' 10' 5' 5' 10 ' 10 ' 10' 10' 25 ' D . E . / A . E . C.O. C.O. E E FFE = 842.00 Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D STR: 327 TO 300 PLAN VIEW STR: 327 TO 300 PROFILE HORIZ. SCALE: 1"=50' 0 25 50 SEE NOTE 7 GRANULAR BACKFILL PROFILE LEGEND DATUM 800 805 71 8 . 0 2+00 STATIONING GROUND EXISTING PROPOSED GRADE EXISTING GROUND 800 805 50250 HORIZ. SCALE: 1"=50' 432 510 VERT. SCALE: 1"=5' C302 1" = 50' STORM SEWER PLAN & PROFILES PROPOSED IMPROVEMENTS STORM SEWER LEGEND LINE TYPE / SYMBOL DESCRIPTION SIZE AS SHOWN SUB-SURFACE DRAIN (SSD) SIZE AS SHOWN STORM SEWER12''ST STORM STRUCTURE No.100 RIM ELEVATION INVERT ELEVATION821.50IE RIM 825.50 BUILDING DOWNSPOUT END SECTION SEWER CLEANOUT SOLID CASTING D.S. C.O. D BEEHIVE / YARD INLET CATCH BASIN INLET CURB INLET see note 9 & 10 see note 10 see note 9 SIZE AS SHOWN ROOF DRAIN COLLECTORRD Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" 1.ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND GENERAL SPECIFICATIONS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OF THE STORM SEWER SYSTEM AND CONSTRUCTION AREA. 2.ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 3.ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 4.FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12 INCHES. 5.STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE. 6.STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 7.FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 8.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 9.CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 10.SUB-SURFACE DRAINS FOR ALL DRAINAGE INLET STRUCTURES LOCATED WITHIN PAVEMENT AREAS IS DESIRED. UNDERGROUND DRAINAGE INTO CATCH BASIN STRUCTURES IS TO BE PROVIDED BY INSTALLING 20' LENGTHS OF 4" DIAMETER PERFORATED PIPE TAPPED INTO THE INLET STRUCTURE. FOUR (4) SUCH LENGTHS ARE TO BE PROVIDED, ONE IN EACH QUADRANT AROUND THE INLET.AT CURB INLETS, ONE EACH IN 2 QUADRANTS AROUND THE INLET. 11.ALL STORM CASTINGS SHALL HAVE A "NO DUMPING, DRAINS TO WATERWAY" MESSAGE ON THEM. 12.ALL PROPOSED STORM SEWERS, DETENTION STRUCTURES, AND STORMWATER QUALITY TREATMENT BMP'S ARE PRIVATE. 13.THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE MUST BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT. B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') DIAMETER BY A MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH 4x4x10 GAUGE WIRE MESH OVER THE EXTERIOR OF THE MANHOLE. C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE CITY OF INDIANAPOLIS DEPARTMENT OF CAPITAL ASSET MANAGEMENT'S STORMWATER DESIGN AND CONSTRUCTION SPECIFICATION MANUAL. 14. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD DRAWING DETAIL 10-28, SHEET C803. 15.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 SPECIAL 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 10FPS OR GREATER,PRIOR TO BACKFILLING THE PIPE.THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTES STR: 302 TO 301 PROFILE STR: 332 TO 303 PROFILE STR: 333 TO 304 PROFILE STR: 331 TO 308 PROFILESTR: 328 TO 307 PROFILE FFE MAIN FLOOR=842.00 FFE BASEMENT=830.00 C.O. C.O. PROPOSED FOUR STORY BUILDING W/ PARTIAL BASEMENT G C.O. ST ST S T C.O. C.O.C.O.ST ST ST C.O. C.O. C.O.C.O.C.O. ST ST C.O. C.O. ST ST C.O. C.O. C.O. C.O. ST ST ST C.O. C.O. C.O. C.O.C.O.C.O. C.O. C.O. C.O. C.O. C.O.ST C.O. T T E E E E E E G G G G G G G G 6'' W 6''W 6'' W 6'' W 6'' W 6''W 6'' W 6'' W 6''W 6'' W C C C C C C C FO FO FO FO FO C.O.C.O. C.O. E C.O. FFE = 839.64 FFE = 839.64 206 LF O F 4 " P E R F . S S D @ 0 . 5 0 % . C.O.C.O. C.O. 5' 5' 5' 53' 30' D.E./A.E. 14.3' 10'C.O. C.O. W E Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D STR: 316 TO 312 PROFILE PLAN VIEW HORIZ. SCALE: 1"=50' 250 50 C303 1" = 50' STORM SEWER PLAN & PROFILES Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D STORM STRUCTURE DATA TABLE "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" 1.ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND GENERAL SPECIFICATIONS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OF THE STORM SEWER SYSTEM AND CONSTRUCTION AREA. 2.ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 3.ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 4.FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12 INCHES. 5.STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE. 6.STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 7.FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 8.PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 9.CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 10.SUB-SURFACE DRAINS FOR ALL DRAINAGE INLET STRUCTURES LOCATED WITHIN PAVEMENT AREAS IS DESIRED. UNDERGROUND DRAINAGE INTO CATCH BASIN STRUCTURES IS TO BE PROVIDED BY INSTALLING 20' LENGTHS OF 4" DIAMETER PERFORATED PIPE TAPPED INTO THE INLET STRUCTURE. FOUR (4) SUCH LENGTHS ARE TO BE PROVIDED, ONE IN EACH QUADRANT AROUND THE INLET.AT CURB INLETS, ONE EACH IN 2 QUADRANTS AROUND THE INLET. 11.ALL STORM CASTINGS SHALL HAVE A "NO DUMPING, DRAINS TO WATERWAY" MESSAGE ON THEM. 12.ALL PROPOSED STORM SEWERS, DETENTION STRUCTURES, AND STORMWATER QUALITY TREATMENT BMP'S ARE PRIVATE. 13.THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE MUST BE DONE ACCORDING TO THE FOLLOWING CONDITIONS: A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON-SHRINK GROUT. B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3') DIAMETER BY A MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH 4x4x10 GAUGE WIRE MESH OVER THE EXTERIOR OF THE MANHOLE. C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT. SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE CITY OF INDIANAPOLIS DEPARTMENT OF CAPITAL ASSET MANAGEMENT'S STORMWATER DESIGN AND CONSTRUCTION SPECIFICATION MANUAL. 14. CONTRACTOR TO INSTALL RCP STORM PIPE LOCATED IN THE RIGHT-OF-WAY PER STANDARD DRAWING DETAIL 10-28, SHEET C803. 15.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 SPECIAL 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 10FPS OR GREATER,PRIOR TO BACKFILLING THE PIPE.THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTES STR: 330 TO 305 PROFILE STR: 317 TO 319 PROFILESTR: 329 TO 310 PROFILESTR: 325 TO 324 PROFILE STORM SEWER PIPE SCHEDULE Up Structure Pipe Material Down Structure Downstream Pipe Length Feet Downstream Pipe Slope Downstream Pipe Size Inches Up Invert Down Invert STORM STRUCTURE DATA STRUCTURE #Structure Type Rim/Grate Elevation Depth Casting NOTE: METER AND RPZ BACKFLOWPREVENTER LOCATED INSIDE BUILDING(SEE MEP PLANS FOR CONTINUATION) S T ST ST ST ST ST ST S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S 10 ' 5' 10 ' 5' 5'5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 53' 25' D . E . / A . E . 25' D . E . / A . E 10' 10' 10 ' 10' 10' 30' D.E./A.E. 14.3' 10' 5' 5' 10 ' 10 ' 10' 10' 25 ' D . E . / A . E . 50 ' - 1 / 2 R / W 35' OF N.A.E. TO BE VACATED 10 0 ' END 100 ' 100 ' 100 ' END 40' (TY P . ) 100' 100'100' END 40 ' ( T Y P . ) 100 ' 100' Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C601 As Noted MAINTENANCE OF TRAFFIC PLAN During the course of construction of this project the contractor shall make every effort to keep one lane open in each direction at all times. If a safe environment can not be provided for motorists and constuction workers a flagger and a 1 lane reduction may be used. There will be no street closing. NOTE: 28" X 10" METAL PLATE, COVERED WITH FEDERAL ORANGE REFLECTIVE MATERIAL WITH BLACK NUMERALS DESIGNATING PREDETERMINED DISTANCE, MAY BE ATTACHED OVER THE WORD "AHEAD" TO MORE SPECIFICALLY LOCATE THE SUBJECT HAZARD. TRAFFIC CONTROL LEGEND CHANNELIZING DEVICE (DRUM) NOTES: STD. CONST. SIGN POST, SEE DETAIL TR-5. XG20-2 XW20-1, 48" x 48" LOW INTENSITY FLASHER XW21-5 XW20-1A 60" X 60" TRAFFIC CONTROL OBJECTIVE GENERAL NOTES 1. THE SPACING OF CHANNELIZING DEVICES (CONES, ETC.) SHOULD BE A DISTANCE IN FEET EQUAL TO THE SPEED LIMIT IN MPH USED FOR TAPER CHANNELIZATION, AND A DISTANCE IN FEET EQUAL TO 2.0 TIMES THE SPEED LIMIT IN MPH WHEN USED FOR TANGENT CHANNELIZATION. ALTERMATIVELY, THE SPACING MAY BE AS FOLLOWS: SPACING FOR STRAIGHT-A-WAYS: - 20 TO 40 MPH: 1 CONE FOR EVERY 40' (EVERY SKIP) - 40 TO 55 MPH: 1 CONE FOR EVERY 80' (EVERY OTHER SKIP) - 60 MPH & ABOVE: 1 CONE FOR EVERY 120' (EVERY 3 SKIPS) * THESE GUIDELINES ARE PER THE INDOT WORK ZONE SAFETY MANUAL. 2. FOR TEMPORARY LANE CLOSURES DURING DAYLIGHT HOURS, CONES OR TUBULAR MARKERS MAY BE USED IN LIEU OF DRUMS. 3. THE FLASHING ARROW SIGN SHALL NOT BE PLACED ON A SIDEWALK. THE FLASHING ARROW SIGN SHALL BE PLACED A DISTANCE OF L/3 FROM THE BEGINNING OF THE TAPER. Reference the INDOT WORK ZONE SAFETY MANUAL MAINTAINING OF TRAFFIC, AS PER PLAN THE CONTRACTOR SHALL COORDINATE WITH INDIANA DEPARTMENT OF TRANSPORTATION AND THE CONTRACTOR OF THE U.S. 31 CORRIDOR PROJECT BEFORE INSTILLATION OF THE MAINTENANCE OF TRAFFIC FOR THE WOODLAND TERRACE PROJECT. THE CONTRACTOR SHALL COORDINATE SO THAT THE MAINTENANCE OF TRAFFIC FOR THIS PROJECT DOES NOT INTERFERE WITH THE TRAFFIC OR CONSTRUCTION OF THE U.S. 31 CORRIDOR AND SO BOTH PROJECTS CAN RUN SIMULTANEOUSLY WITHOUT INTERRUPTION. CONTRACTOR TO BE AWARE THAT THERE WILL BE A CLOSURE TO SMOKEY ROW ROAD FOR A DURATION OF 60 DAYS AT SOME TIME IN THE 2014 CALENDAR YEAR. CONTRACTOR TO VERIFY THIS TIME FRAME AND PLAN ACCORDINGLY. A MINIMUM OF TWO-WAY, ONE LANE TRAFFIC SHALL BE MAINTAINED AT ALL TIMES ON SMOKEY ROW ROAD AND PRO MED DRIVE. THE ROADWAY IS TO BE FULLY OPEN TO TRAFFIC OUTSIDE OF THE HOURS OF 9:00 AM TO 3:00 PM. DURING THE CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND PROTECTING THE PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES ON ALL STREETS INVOLVED AND PROVIDING ACCESS TO ALL RESIDENTIAL AND COMMERCIAL ESTABLISHMENTS ADJACENT TO THE CONSTRUCTION AREA.THE CONTRACTOR SHALL FURNISH AND MAINTAIN SIGNAGE,BARRICADES,FLARES,ETC.,IN ACCORDANCE WITH INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE INDOT WORK ZONE SAFETY MANUAL.THE SIGNAGE, BARRICADES, ETC., MUST BE IN GOOD CONDITION. THE CONTRACTOR SHALL CONDUCT HIS WORK IN SUCH MANNER AS NOT TO UNDULY OR UNNECESSARILY RESTRICT OR IMPEDE NORMAL TRAFFIC THROUGH THE STREETS OF THE COMMUNITY.INSOFAR AS IT IS PRACTICABLE,DO NOT LOCATE EXCAVATED MATERIAL AND SPOIL BANKS IN SUCH MANNER AS TO OBSTRUCT TRAFFIC.KEEP THE TRAVELED WAY OF ALL STREET,ROADS,AND ALLEYS CLEAR AND UNOBSTRUCTED INSOFAR AS IS POSSIBLE.DO NOT USE STREETS,ROADS,OR ALLEYS FOR THE STORAGE OF CONSTRUCTION MATERIALS, EQUIPMENT SUPPLIES,OR EXCAVATED EARTH,EXCEPT WHEN AND WHERE NECESSARY.IF REQUIRED BY DULY CONSTITUTED PUBLIC AUTHORITY,THE CONTRACTOR SHALL,AT HIS OWN EXPENSE,CONSTRUCT BRIDGES OR OTHER TEMPORARY CROSSING STRUCTURES OVER TRENCHES SO AS NOT TO UNDULY RESTRICT TRAFFIC. SUCH STRUCTURES SHALL BE OF ADEQUATE STRENGTH AND PROPER CONSTRUCTION AND SHALL BE MAINTAINED BY THE CONTRACTOR IN SUCH MANNER AS NOT TO CONSTITUTE AN UNDUE TRAFFIC HAZARD. PRIVATE DRIVEWAYS SHALL NOT BE CLOSED,EXCEPT WHEN AND WHERE NECESSARY,AND THEN ONLY UPON DUE ADVANCE NOTICE TO THE ENGINEER AND FOR THE SHORTEST PRACTICABLE PERIOD OF TIME,CONSISTENT WITH EFFICIENT AND EXPEDITIOUS CONSTRUCTION.THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO PERSONS OR PROPERTY RESULTING FROM HIS WORK. THE CONTRACTOR SHALL PLACE SUFFICIENT LIGHTS ON OR NEAR THE WORK AND KEEP THEM ILLUMINATED DURING PERIODS OF CONSTRUCTION AND REDUCED VISIBILITY (FROM TWILIGHT IN THE EVENING UNTIL SUNRISE)AND SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES THAT ANY PARTY OR THE OWNER MAY SUSTAIN IN CONSEQUENCES OF NEGLECTING THE NECESSARY PRECAUTION IN PROSECUTING THIS WORK. THE ROADWAY SHALL NOT BE OPENED TO TRAFFIC UNTIL PERMANENT TRAFFIC CONTROLS ARE IN PLACE,OR UNTIL TEMPORARY TRAFFIC CONTROLS,APPROVED BY THE ENGINEER,ARE INSTALLED.THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE PREMATURE REMOVAL OF TEMPORARY TRAFFIC CONTROLS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REINSTALLATION AND/OR REPLACEMENT OF ALL PERMANENT TRAFFIC CONTROL DEVICES DAMAGED OR REMOVED DURING THE CONSTRUCTION.PERMANENT TRAFFIC CONTROL THAT IS NO LONGER IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL SHALL BE REPLACED IMMEDIATELY.THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR MISSING,DAMAGED AND IMPROPERLY PLACED TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL PROVIDE A 24 HOUR CONTACT WHO WILL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC FOR THE DURATION OF THE PROJECT. CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL TEMPORARY TRAFFIC CONTROL DEVICES ARE IN PLACE AND APPROVED BY THE ENGINEER AND THE CITY OF CARMEL. ACCESS TO ALL ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.ACCESS FOR MAIL DELIVERY, EMERGENCY AND SERVICE VEHICLES SHALL NOT BE DISRUPTED.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE ENGINEER AND THE OWNERS OF THE ABUTTING PROPERTIES IN ADVANCE (10 DAYS) OF ANY OPERATIONS WHICH AFFECT ACCESS. MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES INCLUDING DRUMS,SIGNS,BARRICADES,SIGN BOARDS, DETOUR SIGNAGE, ETC., SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DRUMS SHALL BE PLACED AS SHOWN IN THE GENERAL NOTES BELOW. ALL TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED DURING ALL NIGHTTIME AND NON-WORKING HOURS. STEADY-BURNING TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES IN USE AT NIGHT. ALL ADVANCE SIGNING SHALL BE EQUIPPED WITH TYPE "A" FLASHING LIGHTS AND (2) ORANGE FLAGS (24"X24"). LIGHTS ARE NOT REQUIRED ON SIGNS IN PLACE DURING DAYLIGHT HOURS. THE SAFETY OF PEDESTRIAN TRAFFIC SHALL BE CONSIDERED AT ALL TIMES IN THE PROVISION OF TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS AND NOTES.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE LIGHTS,SIGNS,BARRICADES,AND OTHER WARNINGS TO PHYSICALLY SEPARATE THE PEDESTRIAN FROM HAZARDS INCIDENTAL TO THE CONSTRUCTION OPERATIONS SUCH AS ANCHOR BOLTS,OPEN EXCAVATIONS, ETC. FOR AREAS ADJACENT TO VEHICULAR TRAFFIC, OPEN TRENCH SHALL BE ADEQUATELY MAINTAINED AND PROTECTED WITH THE PROPER TRAFFIC CONTROL DEVICES AT ALL TIMES. PLACEMENT OF SUBBASE AND BASE MATERIAL SHALL FOLLOW CLOSELY AS POSSIBLE BEHIND EXCAVATION OPERATIONS. THE LENGTH OF TRENCH WHICH IS OPEN AT ANY ONE TIME SHALL BE HELD TO A LENGTH THAT CAN BE BACKFILLED DURING NIGHTTIME AND NON-WORKING HOURS. "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" XG20-7 1. 1. 48-HOUR NOTICE IS REQUIRED TO THE DEPARTMENT OF ENGINEERING. BPW APPROVAL IS REQUIRED FOR ANY CLOSURES LASTING LONGER THAN 15-MINUTES. IF THERE ARE FREQUENT 15-MINUTE CLOSURES, THEN BOARD APPROVAL SHALL BE SOUGHT. 2. ALL TRAFFIC CONTROL SIGNS, BARRICADES AND CHANNELIZING DEVICES ARE TO MEET I.N.D.O.T. STANDARDS AND AASHTO MANUAL FOR ASSESING SAFETY HARDWARE (MASH) REQUIREMENTS. TABLE I: SIGN SPACING (FEET) 25-30 35-40 45-55 Multilane Divided Espressway/ mph mph mph 50 mph or higher Freeway A 100 350 500 1000 1000 B 100 350 500 1600 1600 C 100 350 500 2640 2640 Reference the INDOT WORK ZONE SAFETY MANUAL Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D SCALE: NONE NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. COMPLYING WITH ANSI 4.28.8. SIGNS SHALL 2440mm ACCESSIBLE PARKING SPACE SEE SITE PLAN FOR ACTUAL DIMENSIONS **5'-0" MIN. AISLE FOR REGULAR SPACE **8'-0" MIN. AISLE FOR VAN ACCESSIBLE SPACE 2440mm 1525mm **AISLE INTERNATIONAL 4" WIDE BLUE PAINT STRIPES (TYP.) IN THE SPACE. NOT BE OBSCURED BY A VEHICLE PARKED INTERNATIONAL SYMBOL OF ACCESSIBILITY IDENTIFIED BY A SIGN SHOWING THE ACCESSIBLE PARKING SPACES SHALL BE AC-1 SYMBOL OF ACCESSIBILITY; BLUE SCALE: NONE 4"4" COMPACTED #53 CRUSHED AGGREGATE PREPARED SUBGRADE WIDTH PER PLAN PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS COMPACTED PER SPECIFICATIONS 4" COMPACTED #53 CRUSHED AGGREGATE PA-2 THICKEN CONCRETE AT CONCRETE PAVEMENT PLAIN 6" PORTLAND CEMENT CONCRETE 4000 PSI W/ FIBER REINFORCEMENT 4"2" TERMINAL EDGE 24" 4000 PSI W/ FIBER REINFORCEMENT 6" PORTLAND CEMENT CONCRETE REINFORCED WIDTH PER PLAN THICKEN CONCRETE AT 6x6 10/10 WWM 24" 2" TERMINAL EDGE PAVEMENT EDGES AND WHERE PAVEMENT ABUTS ASPHALT PAVING PAVEMENT EDGES AND WHERE PAVEMENT ABUTS ASPHALT PAVING CONCRETE JOINT DETAILS KEYWAY FORMED BYFASTENING KEY TO FORM FILL WITH JOINT SEALER SAWCUT 1/4" CONTROL JOINT BACKER ROD 1/2" PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. PA-2B EXPANSION JOINTEJ JOINT SEALANT CONTROL JOINTCJ 1/2" KEYWAY JOINT D KJ d d/4 D/3 1/4" d/10 1" 1/8"RADIUS SCALE: NONE PA-4 COMBINED WALK AND CURB SCALE: NONE COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED ATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. PROVIDE 1/4" WIDE, 1" DEEP TRANSVERSE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED THE WIDTH OF THE WALK. EXTEND TRANSVERSE JOINTS THROUGH CURB TOP AND FACE. VARIES (SEE PLANS) 6" 2. 1. 6" 16 " 6" 1/4" WIDE TOOLED JOINT 1" RADIUS TOOLED EDGE PAVEMENT SLOPE 1/4" PER 1'-0" GRANULAR BACKFILL 4" TRANSVERSE MEDIUM BROOM FINISH 4" PORTLAND CEMENT CONCRETE AC-2 SCALE: NONE 1' - 1 1 " 4" SURFACE MOUNT 16" BASECONCRETE 4" * POST TO BE SLOPED ACCESSIBLE PARKING SIGN DETAIL FINISHED GRADE 12" BELOW SURFACE MOUNT PRE-PAINTED GALVANIZED STEEL 18 " SLOPED 18 " CONCRETE 4"4" 1" ACCESSIBLE * CHANNEL POST(2#/Ft.) 8'-10" LONG ACCESSIBLEFACEMATERIAL Alum.80 Ga. 6" VAN PARKING REFLECTIVE WHITE 6' - 0 " FINISHED mi n . 18 " BLUE 12"ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ANSI 4.28.5 FINISH AND CONTRAST THE CHARACTERS, SYMBOLS AND BACKGROUND OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. SPACES COMPLYING WITH 4.1.2(5)(b) SHALL HAVE AN ADDITIONAL SIGN "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. GRADE NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. MOUNT OPTIONS AC-4 ENTRANCE CURB RAMP TYPE 1 SCALE: NONE 8'-0" m i n . B 12:1 12:1 B 4'-0" min. 6'-0" min. Slope 12:1 max.1 SECTION B-B 2 1 6 7 A A SECTION A-A Sidewalk less than 6'-0" Curb Ramp slope 50:1 max.Pavement NOTES: 4" 7 1 3 1' - 3 " m i n . 6" 6" RAMP Slope 12:1 PAVEMENT Integrall CurbSetting bed Concrete Base Detectable warning elements RAMP CONSTRUCTION DETAIL Sidewalk 12:1 2'-0" 1 6'-0" min. Slope 12:1 max. SidewalkSidewalk 0. 3 " 2"2"2" DETAIL OF RAMP GROOVES Sidewalk 1. These dimensions are based on a 6in. curb height. They shall be proportionately adjusted for other curb heights. 2. Where site infeasibility precludes construction to the width shown, such width may be decreased to a minimum of 3'-0". 3. The bottom edge of the curb ramp shall be flush with the edge of adjacent pavement and gutter line. 4. Landing areas at the top of curb ramps shall have maximum cross slope of 50:1 in any direction. When site infeasibility precludes a landing slope of 50:1 in any direction, the slope perpendicular to the curb shall not exceed 50:1. 5. If site infeasibility precludes construction to the width shown, the landing width may be decreased to 3'-0" minimum. The running slope of the curb ramp may be steepened to a maximum of 10:1 for a maximum 6 in. rise. 6. Drainage inlets should be located uphill from curb ramps to prevent puddles at the path of travel. 7. Algebraic difference in grade between the base of curb ramp and the gutter shall be limited to less than 11%. If it is not practical, a 2'-0" wide level strip shall be provided. See detail sketch. 2'-0" 5% maximum8.33% maximum 8.33% + 5% = 13.33% > 11% Provide curb as required, may be monolithic with level strip. Provide 2'-0" level strip if algebraic difference exceeds 11% CHANGE OF GRADE Sid e w a l k s l o p e 5 0 : 1 m a x . Prepared Subgrade max . Sidewalk SEE PLAN GENERAL NOTES: 1. These dimensions are based on a 6in. curb height. They shall be proportionately adjusted for other curb heights. 2. Where site infeasibility precludes construction to the width shown, such width may be decreased to a minimum of 3'-0". 3. The bottom edge of the curb ramp shall be flush with the edge of adjacent pavement and gutter line. 4. Landing areas at the top of curb ramps shall have maximum cross slope of 50:1 in any direction. When site infeasibility precludes a landing slope of 50:1 in any direction, the slope perpendicular to the curb shall not exceed 50:1. 5. If site infeasibility precludes construction to the width shown, the landing width may be decreased to 3'-0" minimum. The running slope of the curb ramp may be steepened to a maximum of 10:1 for a maximum 6 in. rise. 6. Drainage inlets should be located uphill from curb ramps to prevent puddles at the path of travel. 7. See Standard Drawing E-604-SWCR-12 for improved access on narrow sidewalks. 8. Algebraic difference in grade between the base of curb ramp and the gutter shall be limited to less than 11%. If it is not practical, a 2'-0" wide level strip shall be provided. See detail sketch.ALTERNATE CURB CONSTRUCTION BRICK SURFACE CONSTRUCTION IN DETECTABLE WARNINGS TRUNCATED DOMES USED CHANGE OF GRADE DETAIL OF RAMP GROOVES 2"2"2" 0.3" Provide 2'-0" level strip if algebraic difference exceeds 11% Provide curb as required, may be monolithic with level strip. 8.33% + 5% = 13.33% > 11% 8.33% maximum 5% maximum 2'-0" SQUARE PATTERN 1.6"-2.4"1.6"-2.4" a a 0.4" -0.9" 0.9"-1.4" Section a-a 0.2" Detectable warning brick Brushed sand mixture Setting bed Concrete base PAVEMENT Slope 12:1 Slope 12:1 PAVEMENT #5 spa @ 18" Construction of curb if separated from ramp 1'-6" 6" AC-5 SIDEWALK CURB RAMPS GENERAL NOTES and DETAILS INDOT 604 SWCR-02 SCALE: NONE 1. The curb ramp type includes the ramp and flared sides as indicated by the hatched lines on the details. A top level landing for every curb ramp shall be provided. 2. For details of sidewalk curb types see Standard Drawings E 604-SWCR-03 to -11. 3. The curb ramps shall be placed within the marked crosswalk area. 4. Flared sidewalk curb ramp next to utilty strip shall be sodded. 5. See General Notes at right. NOTES: AC-3 RAMP SLOPEMax. 1" PER FOOT ACCESSIBLE PARKING W/ DEPRESSED CURB RAMP 6" CURB SECTION B-B Max. 1" PER FOOTRAMP SLOPE SCALE: NONE CURB AND WALK 6" MONOLITHIC FACE OF CURB FACE OF CURB Max. 1" PER FO O T SECTION A-A 4"ASPHALT 6" DETECTABLE WARNING SURFACE 6' (TYP.) 6'PER ANSI A117.1 PLAN 6' 6" CURB (1 SIGN PER SPACE) COMBINED WALK "B" PE R P L A N 6" CURB B & CURB Max. 1" PER FOOT RAMP SLOPE RA M P S L O P E EDGE OF PVMT Max. 1" PER FOOT RAMP SLOPE "A" 1% "A" SIDEWALK 1/ 4 " P E R F t . "B" 8'-0'' STRIPED VAN SPACE 5'-0'' STRIPED REGULAR SPACE 8'-0'' ACCESSIBLE SPACE STRIPE (TYP.) 4" BLUE PAINT ISOMETRIC OF ACCESSIBILITY; BLUE INTERNATIONAL SYMBOL WHEEL STOP A 1 8 ' - 0 ' ' L E N G T H STRIPE (TYP.) 4" BLUE PAINT B A 6" SCALE: NONE TOP OF 6" CURB2' TAPER CURB END TRANSITION PVMT. ELEVATION PVMT. SURFACE 2" CU-6 1" HMA SURFACE (1" #11 H.A.C. SURFACE) 2" HMA INTERMEDIATE SCALE: NONE 6" COMPACTED #53 STONE (2" #9 H.A.C. BINDER) 8" COMPACTED #53 STONE 1" HMA SURFACE (1" #11 H.A.C. SURFACE) 4" HMA INTERMEDIATE (4" #9 H.A.C. BINDER) S PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS H PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS HEAVY DUTY SECTION STANDARD DUTY SECTION TYPICAL ASPHALT PAVEMENT SECTIONSPA-1 C801 As Noted SITE DETAILS 24 " 24" SPACE SCALE: NONE PAVEMENT MARKINGS 24 " 4" SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS PAINTED ISLANDS PA-7A PAINTED CROSSWALKS 24" SOLID WHITE LINE BARS WITH 24" SPACES 4"MIN. 8" MAX 4"-6" 4"-6" DOUBLE YELLOW PAVEMENT STRIPING LINES DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT 24" WHITE STRIPE SOLID WHITE PAVEMENT STRIPING LINES 4" PAVEMENT MARKING-STOP BAR (SEE SITE PLAN) VARIES 12 " - 2 4 " WI D T H T O M A T C H W A L K SCALE: NONE 24" min. CONCRETE COLLAR FOR CASTINGS WITHIN ASPH. 6" min. PA-10 SECTION A-A CONCRETE COLLAR ROUND CASTING CASTING SQUARE CASTING CONCRETE 24" min. WITHIN ASPHALT AREAS CONCRETE COLLAR CJCJ CONTROL JOINTS CJCJ PVMT. CU-8A CONCRETE FLUSH CURB* 1/2" EXPANSION JOINT REQ'D WHERE CURB ABUTS CONCRETE WALK OR PAVEMENT TOOLED EDGE PAVERS 22 " ( T Y P . ) TOP-OF-CURB FLUSH W/PVMT 6" EJ* #5 REBAR 1'-6" LONG W/ 3/4" HOLE CAST 1" BEVELLED EDGE SCALE: NONE 2'-0" (4000 PSI.) HOLE CAST 6'-0" M i n . CU-16 6" EDGE O F P A V E M E N T #5 REBAR 1'-6" LONG W/ 3/4" PRECAST CONC. PARKING BARRIERS CONCRETE PARKING BUMPER SCALE: NONE NEW PAVEMENT TO EXISTING PAVEMENT DETAILPA-1X EXIST. PVMNT. 2'-0" (MIN.) LINE OF SAWCUT NEW ASPHALT PAVEMENT SECTION REFER TO PLANS FOR SECTION PRIME COAT MILL 1"-2" OF EXIST. PAVEMENT TO RECEIVE NEW SURFACE SCALE: NONE CONCRETE FILLED BOLLARDMI-1A 3' 4"6" CONCRETE FILLEDPAINTED YELLOW 4" AROUND BASE. CONCRETE POURED TOP OF GROUND/SURFACE CONED TOP 4' 6" STEEL POST (1 5/8" OD) LOOP CAP LINE POSTCHAIN LINK FABRIC, LINE POST LINE POST TIE TOP RAIL ROUND END & TERMINAL POST POST TOP RAIL TIE KNUCKLED BOTTOM SELVAGE TENSION BAR (2 3/8" O.D.) SCALE: NONE FENCE SECTIONFE-01 NOTE: THE FENCE COLOR TO BE DETERMINED BY OWNER (1 5/8" O.D.) TENSION BANDS WIRE FABRIC(MIN. 12 1/2 GAGE) CONCRETE FOUNDATION CU-15 CONCRETE GUTTERSCALE: NONE COMPACTED STONE BASE T.C. ELEV. NOTE: SAWCUT CONTROL JOINTS 10" O.C. AND AT ENDS OF ALL RADIUS RETURNS. TOP SOIL BACKFILL 18" 6" 1"R 12" 18"6" BACKFILL TOP SOIL NOTE: PAVEMENT SECTIONS TO BE VERIFIED BY THE GEOTECHNICAL ENGINEER BEFORE CONSTRUCTION. Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C802 As Noted STANDARD DETAILS CITY OF CARMEL"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C803 As Noted STANDARD DETAILS CITY OF CARMEL"NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C804 As Noted STANDARD DETAILS CITY OF CARMEL "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D 'L' 5 FT. OR LESS: "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY.** DETECTABLE WARNING TAPE IN ACCORDANCE WITH SPECIFICATIONS 12" MIN 6" TOPSOIL MIN. D = INSIDE DIAMETER Bc = OUTSIDE DIAMETER LEGEND 4" BEDDING MIN. 1.25 Bc+12" Bc L SIMILAR STRUCTURE CURB, GUTTER OR EDGE OF PAVEMENT, 12" IN I T I A L BA C K F I L L HAUNCHING (Bc/2) BA C K F I L L FI N A L SCALE: NONE PLASTIC PIPE (PVC AND HDPE) TRENCH DETAILST-3A #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I MATERIAL COMPACTED INTO PLACE 'L' GREATER THAN 5 FT.: REGULAR BACKFILL NOTES: ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" BALANCED LIFTS. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 1. 2. **UNLESS MORE STRINGENT REQUIREMENT INCLUDED IN SPECIFICATIONS GASKET DETAIL 4"-12" 1/2" RING OR FLANGE OF CASTING. PRECAST CONCRETE ADJ. PLAN VIEW GASKET MATERIAL TYP. BASE EXTRUDABLE PREFORMED NOMINAL 1/2" BUYTL RUBBER IN EACH KEYWAY-SEE DETAIL PREFORMED GASKET MATERIAL PLACE 1/2" DIA. EXTRUDABLE SECTION "A-A" 24" I.D. A A 34" O.D. 1" 63° 34"O.D 24"I.D. PRECAST CONCRETE ADJUSTING RINGSCALE: NONECA-1 SCALE: NONECA-2 SOLID LID CASTING SETTING DETAIL WITHIN ASPHALT AREASCONCRETE COLLAR 12" min. NEENAH FOUNDRY CO. NEENAH R-1772-A SERIES MANHOLE FRAMES, SOLID LID NEENAH WIS. E C SECTION "A-A" A B D RIM ELEVATION 6" min. 2" min. YARD SETTINGASPHALT SETTING CONCRETE COLLAR MANHOLEA, A-M, B*, E*, J* MANHOLEBOX INLET * - 4" FLATTOP REQUIRED 22.75Ø STRUCTURES E"C"D"B"A"DESCRIPTION FRONT SOLID LID 36ØR-1772-A 21Ø25Ø CASTING 7 H RIM ELEVATION ** - 6" FLATTOP REQUIRED * - 4" FLATTOP REQUIRED MANHOLEBOX INLET SIDE STRUCTURES E"F"H"G"C"D"B"A"DESCRIPTION FRONT CASTING R-3405 INLET INLETR-3472 624.75 2232.75 23.63 32.75 24.75 23.63 21.7522Ø3421.75342022Ø8 A, A-M, B*, E*, J*MANHOLE** A, A-M, B*, E*, J*MANHOLE** CONCRETE COLLAR CONCRETE COLLAR ASPHALT SETTING 12" min. 6" min.CONC. COLLAR 0.10' E D G F C A B CJ CJ CJCJ CA-5 RECTANGULAR INLET CASTING SETTING DETAIL SCALE: NONE SCALE: NONECA-9 DITCH GRATE CASTING SETTING DETAIL NEENAH R-4342 RIM ELEVATION 33'Ø 23"Ø 5 1/4" 24" MANHOLEA-M, B*, E*, J* STRUCTURES BOX INLET MANHOLE * - 4" FLATTOP REQUIRED C805 As Noted STORM SEWER DETAILS A 12" min. D B A SECTION "A-A" C E A A 6" min. CONC. COLLAR0.10'CONCRETE COLLAR MANHOLEA-M, B*, E*, J* MANHOLEA-M, B*, E*, J* 624Ø20Ø32Ø 22Ø 26Ø36Ø2428.5Ø 7R-2501 INLET R-2535 INLET MANHOLEBOX INLET STRUCTURES E"C"D"B"A"DESCRIPTION FRONT CASTING * - 4" FLATTOP REQUIRED RIM ELEVATION SCALE: NONEROUND INLET CASTING SETTING DETAILCA-6 WITHIN ASPHALT AREASCONCRETE COLLAR A SCALE: NONECA-4 CHAIRBACK CURB CASTING SETTING DETAIL TOP OF CURB G F E D C A B H 0.10' 5.00'typ. MANHOLE**B*, J MANHOLE**A, A-M, B*, E*, J* 14+35.25 32.8845 34.63 32.38 22.13 15.63 15.6322.883421.6334202214CHAIRBACKR-3286-8V R-3287-10V CHAIRBACK MANHOLEBOX INLET SIDE STRUCTURES E"F"H"G"C"D"B"A"DESCRIPTION FRONT CASTING ** - 6" FLATTOP REQUIRED * - 4" FLATTOP REQUIRED T B 0.00 -0.50 RIM ELEVATION Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" 6" OF #2 OR #8 STONE ST-1 BOX INLET DETAIL SCALE: NONE BOX INLET SCHEDULE MAX PIPEABINLET TYPE TYPE A TYPE AM TYPE B * * TYPE E,F TYPE J,M * * TYPE S,T 30" 46" 24" 24" 22" 22" 30" 30" 24" 36" 15" 61" * -PRECAST ADJUSTING SECTIONS AVAILABLE 6"6" 6" A B OU T L E T PI P E 6" 11 " 8" 3" A DI A . 0" 36" 18" 27" 21" 21" 15" 15" 18" 18" 21" 21" 6" M I N . 6" M I N . 4. 0 ' M A X . RIM ELEVATION SSD SEE STORM STRUCTUREDATA TABLE FOR CASTING 12" 6" FLUME VARIABLE HEIGHT RETAINING WALL RETAINING WALL FLUME RIPRAP 6" 6" 18"5' CONCRETE GUTTER/FLUME DETAIL SCALE: NONE ELEVATION - FRONT VIEW PLAN VIEW ELEVATION - SIDE VIEW VARIABLE HEIGHT RETAINING WALL 24" 6" 6" 1' 5' 18" 12" FLUME #8 STONE MIN. 6" 6" DUAL WALL HDPE PERFORATED PIPE NON-WOVEN GEOTEXTILE WRAP, OVERLAP ON TOP FULL WIDTH FRENCH DRAIN DETAIL SCALE: NONEFD-1 CG-1 CA-10 (MARION COUNTY)SCALE: NONE FLUSH WITH SURFACE 2" LETTERS, RECESSED, MACHINED BEARING SURFACE A NEENAH R-1077-A COVERA WITH NEENAH R-1712-B-SPFRAME WITH SELF-SEALING RMOTS REWES SILOANPIDAINFOYTIC APPLICATION OR EQUAL STORM SEWER MANHOLE FRAME AND COVER 22 3/4" 21" 26" 34" or 36" ( DEPENDENT UPON O.D. OF RING SECTION IN USE) SECTION "A-A" 1" 7" o r 9 " APPLICATION "SELF-SEALING" 1 3 / 4 " 6" PICKHOLES @ 180°(N9204-A OR CITYAPPROVED EQUAL 2 CONCEALED RIM.= TOP OF CASTING ELEVATION RIM ELEVATION SCALE: NONE SEWER CLEANOUT (END OF LINE)ST-6 6"R 8" MATERIAL UNDER COMPACTED GRANULAR BACKFILL WITH MATERIAL FOR SELECT EXCAVATED BACKFILL WITH UNPAVED AREASPAVEMENT AREAS 8" CONC. COLLAR IN PVMT AREAS CAST IRON FRAME AND LID (NEENAH R-1976) INSTALLED FLUSH WITH GRADE IN PAVEMENT AREAS PAVEMENT GRASS PVC PLUG INSTALLED FLUSH W/ GRADE IN GRASS AREAS UP TO 6" DIAMETER SIZE AS SEWER EXTENSION SAME BEND LONG RADIUS 90° 2 - 45° BENDS OR PVC PLUG INSTALLED FLUSH W/ GRADE IN GRASS AREAS GRASS PAVEMENT CAST IRON FRAME AND LID (NEENAH R-1976) INSTALLED FLUSH WITH GRADE IN PAVEMENT AREAS 8" CONC. COLLAR IN PVMT AREAS PAVEMENT AREAS UNPAVED AREAS BACKFILL WITH SELECT EXCAVATED MATERIAL FOR BACKFILL WITH COMPACTED GRANULAR MATERIAL UNDER 8" 6"R SEWER CLEANOUT (IN-LINE)ST-6A SCALE: NONE EXTENSION SAME SIZE AS SEWER UP TO 6" DIAMETER PLUG & SEAL FOR FUTURE CONNECTION OR CONTINUATION OF MAIN. 45° ELBOW 45° WYE ST-6B DROP SEWER CLEANOUT SCALE: NONE PVC PLUG INSTALLED FLUSH W/ GRADE IN GRASS AREAS GRASS PAVEMENT 8" CONC. COLLAR IN PVMT AREAS CAST IRON FRAME AND LID (NEENAH R-1976) INSTALLED FLUSH WITH GRADE IN PAVEMENT AREAS COMBINATION WYE AND 1/8 BEND LONG RADIUS BEND NO-HUB SIZE A (MIN.)B C 9 1/2"6 1/8"14 7/8"2" 3"17 5/16"8"10" 10 1/2"10"19 3/4"4" 12"14 3/8""25 5/8"6" 10 1/2""15 9/16"25 1/4""8" 12"20 5/16"31 13/16"10" A C B 6"R MATERIAL UNDER COMPACTED GRANULAR BACKFILL WITH MATERIAL FOR SELECT EXCAVATED BACKFILL WITH UNPAVED AREASPAVEMENT AREAS 8" SCALE: NONE CURB TURNOUTCU-11 2' C U R B & G U T T E R 3' PLAN 3' VA R I E S SE E S I T E P L A N 6"6" 3' 18 " SECTION Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C806 As Noted STORM SEWER DETAILS COMPACTED SUBGRADE CONCRETE CURBBELGARD AQUA ROC™ PAVER (SEE SITE PLAN) TYP. #8 AGGREGATE IN OPENINGS 4" BASE COURSE #57 STONE - WASHED, FRACTURED, OPEN-GRADED SIDEWALK, PAVEMENT, OR EARTH PER PLAN PERMEABLE PAVER SECTION SCALE: NONE NON-WOVEN GEOTEXTILE ON BOTTOM AND SIDES OF OPEN-GRADED BASE NOTE: REFER TO PAVER MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. C-C RETAINING WALL (HEIGHT VARIES - SEE GRADING PLAN) CONCRETE RIBBON 14" JOINTS HAND TIGHT COMPACTED SUBGRADE ASPHALT PAVEMENT (SEE SITE PLAN) BUILDING PERMEABLE PAVER SECTION SCALE: NONEA-A 2" BEDDING COURSE #8 STONE - WASHED, FRACTURED, OPEN-GRADED 4" BASE COURSE #57 STONE - WASHED, FRACTURED, OPEN-GRADED (SLOPE SURFACE PER GRADING PLAN) (SLOPE SURFACE PER GRADING PLAN) 9"SUB-BASE COURSE #2 STONE - WASHED, FRACTURED, OPEN-GRADED 22 " ( T Y P ) 12" EXPANSION JOINT TYP. #8 AGGREGATE IN OPENINGS (SLOPE SURFACE PER GRADING PLAN) (SLOPE SURFACE PER GRADING PLAN) SLOPE SUR F A C E T O D R A I N (1% MIN. SL O P E ) BASEMENT PATIO SECTION SCALE: NONED-D 9"SUB-BASE COURSE #2 STONE - WASHED, FRACTURED, OPEN-GRADED 2" BEDDING COURSE #8 STONE - WASHED, FRACTURED, OPEN-GRADED (SLOPE SURFACE PER GRADING PLAN) ASPHALT PAVEMENT (SEE SITE PLAN) PERMEABLE PAVERS (3.25" MIN. THICKNESS) 4" CONCRETE SIDEWALK PERMEABLE PAVERS (3.25" MIN. THICKNESS) NON-WOVEN GEOTEXTILE ON BOTTOM AND SIDES OF OPEN-GRADED BASE COMPACTED SUBGRADE TOPSOIL FILL CONCRETE CURB14" JOINTS HAND TIGHT 2" BEDDING COURSE #8 STONE- WASHED, FRACTURED OPEN-GRADED 4" BASE COURSE #57 STONE-WASHED, FRACTURED, OPEN-GRADED 24" SUB-BASE COURSE #2 STONE - WASHED, FRACTURED, OPEN-GRADED PERFORATED STORM PIPE (SEE UTILITY PLAN) SIDEWALK, PAVEMENT, OR EARTH PER PLAN TYP. #8 AGGREGATE IN OPENINGS PERMEABLE PAVER SECTIONB-B SCALE: NONE PERMEABLE PAVERS (3.25" MIN. THICKNESS)(SLOPE SURFACE PER GRADING PLAN) SLOPE SURFACE TO DRAIN (1% MIN. SLOPE) NON-WOVEN GEOTEXTILE ON BOTTOM AND SIDES OF OPEN-GRADED BASE 12" EXPANSION JOINT SLOPE SURFACE TO DRAIN (1% MIN. SLOPE) VARIES (SEE SITE PLAN) COMPACTED SUBGRADE (PER CARMEL STANDARD DRAWING 10-14) PERFORATED STORM PIPE (SEE UTILITY PLAN) NOTE: REFER TO PAVER MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. NOTE: REFER TO PAVER MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. VARIES (SEE SITE PLAN) BELGARD AQUA ROC™ PAVER (SEE SITE PLAN) VARIES (SEE SITE PLAN) BELGARD AQUA ROC™ PAVER (SEE SITE PLAN) 6' "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" COMPACTED SUBGRADE CONCRETE CURBBELGARD AQUA ROC™ PAVER (SEE SITE PLAN) TYP. #8 AGGREGATE IN OPENINGS 4" BASE COURSE #57 STONE - WASHED, FRACTURED, OPEN-GRADED PERMEABLE PAVER DETAIL SIDEWALK, PAVEMENT, OR EARTH PER PLAN SCALE: NONE NON-WOVEN GEOTEXTILE ON BOTTOM AND SIDES OF OPEN-GRADED BASE NOTE: REFER TO PAVER MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. E-E 9"SUB-BASE COURSE #2 STONE - WASHED, FRACTURED, OPEN-GRADED 2" BEDDING COURSE #8 STONE - WASHED, FRACTURED, OPEN-GRADED (SLOPE SURFACE PER GRADING PLAN) PERMEABLE PAVERS (3.25" MIN. THICKNESS) SLOPE SURFACE TO DRAIN (1% MIN. SLOPE) PERFORATED STORM PIPE (SEE UTILITY PLAN) VARIES (SEE SITE PLAN) PROPOSED ASPHALT PAVEMENT 6" COMPACTED SUBGRADE FOAM GASKET W/ PSA BACKING (TRIM TO LENGTH) MOUNTING FLANGE DETAIL B GASKET COMPRESSED BETWEEN HOOD AND STRUCTURE (SEE DETAIL B) INSTALLATION NOTE: POSITION HOOD SUCH THAT BOTTOM FLANGE IS A DISTANCE OF 1/2 OUTLET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. MINUMUM DISTANCE FOR PIPES < 12" I.D. IS 6". STAINLESS BOLT ANCHOR SHIELD EXPANSION CONE (NARROW END OUT) DRILLED HOLE DETAIL A ANCHOR W/ BOLT (SEE DETAIL A) 1/2 D *NOTE- SUMP DEPTH OF 36" MIN. FOR < OR= 12" DIAM. OUTLET. FOR OUTLETS >OR= 15", DEPTH = 2.5-3X DIAM. SUMP = 37.5" SEE NOTE* PLAN WEEP HOLE MANHOLE RING MANHOLE FRAME AND COVER AA' DRYWELL STRUCTURE SCALE: NONEDW-1 SECTION A-A' PAVEMENT SECTION MANHOLE FRAME AND COVER RIM EL = 839.96 GRADE RINGS, AS NEEDED 84" PERFORATED MANHOLE RING WELL DRAINED, UNDISTURBED NATIVE SOILS NON-WOVEN GEOTEXTILE PLACED ON TOP OF STORAGE ROCK 12" INLET PIPE I.E. 835.80 24" PIPE I.E. 833.55 12" Min. 12" Min. 12 " M i n . #57 STONE 2" BEDDING COURSE #8 STONE- WASHED, FRACTURED OPEN-GRADED 4" BASE COURSE #57STONE-WASHED, FRACTURED, OPEN-GRADED 24" BEDDING COURSE #2 STONE - WASHED, FRACTURED, OPEN-GRADED HD-1(STR.# 323) Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D 8"- 30" NYLOPLAST YARD DRAIN BASIN DETAIL 8" MIN. 6" MIN. Nyloplast America, Inc. Buford, Georgia 30518 3130 Verona Avenue DETAILS PROVIDED BY: ST-9A SCALE: NONE ADAPTORS PER PLAN INLET AND OUTLET OUTLET ADAPTOR AS REQ'D CORRUGATED POLYETHYLENE CORRUGATED PVC SCHEDULE 40 DWV SDR-35 SEWER RIBBED PVC 4" THRU 30" CAST IRON DOMED GRATE FOR: 8" - 30" INVERT HEIGHT VARIABLE OVERALL PER PLAN MAXIMUM RECOMMENDED OVERALL HEIGHT 10' *(1) *(1) ANGLE PER PLAN *(1) RIM ELEV. VA R I A B L E I N V E R T H E I G H T PER MANUFACTURER *(1) MINIMUM ANGLE DUCTILE IRON GRATE 6" M I N . PE R P L A N 3" HE I G H T P E R P L A N CORRUGATED PVC CORRUGATED POLYETHYLENE SCHEDULE 40 DWV RIBBED PVC SDR-35 SEWER ADAPTOR AS REQ'D FOR: TC ELEVATION 18" OR 24" PER PLAN 8" M I N . #8 STONE DRAINAGE AREA 18"= 87.6 Sq. INCHES PEDESTRIAN GRATE (H-10) RATED DRAINAGE AREA 24" = 91.0 Sq. INCHES .3 7 5 DRAIN AREA 18" = 98.7 SQ. INCH DRAIN AREA 24" = 161.4 SQ. INCH 24" RING Ø30.0 18" RING Ø22.0 STANDARD (H-20) RATED SOLID GRATE NYOPLAST 18" AND 24" DRAIN DETAILSCALE: NONE Nyloplast America, Inc. Buford, Georgia 30518 3130 Verona Avenue DETAILS PROVIDED BY: ST-9B *(1) *(1) PER PLAN CONCRETE BASE INLET CASTING AS PROVIDED BY MANUFACTURER TOPSOIL PER PLAN PVC DRAIN BASIN (SAME SIZE AS OUTGOING PIPE) (ASTM F794 AND F949) TC ELEVATION EMBED IN CONC. BASE 3" MIN. SIZE PER PLAN No.8 CRUSHED STONE BACKFILL PVC DRAIN BASIN DETAILST-9C SCALE: NONE C807 As Noted STORM WATER QUALITY PLAN 20 "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" 800-338-1122 513-645-7000 513-645-7993 FAX 9025Centre Pointe Dr.,Suite400,West Chester,OH 45069THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. BIOFILTER DESIGN NOTES THE URBANGREEN BIOFILTER IS AVAILABLE IN A RIGHT (AS SHOWN) OR LEFT CONFIGURATION. THE SYSTEM TREATMENT CAPACITY IS DETERMINED BY THE COMBINED TREATMENT RATES OF THE BIOFILTRATION MEDIA AND STORMFILTER CARTRIDGES. THE SYSTEM IS DESIGNED WITH AN INTERNAL BYPASS. THE CAPACITY OF THE INTERNAL BYPASS IS A FUNCTION OF THE CURB OPENING WIDTH OPTION, ALLOWABLE DEPTH OF FLOW AT THE CURB FACE, CONFIGURATION OF CURB OPENING (SAG OR ON-GRADE) AND ROADWAY AND GUTTER GEOMETRY WHICH ARE TYPICALLY GOVERNED BY LOCAL REGULATIONS. SEE THE URBANGREEN BIOFILTER DESIGN, OPERATION, AND PERFORMANCE GUIDE FOR MORE INFORMATION. GENERAL NOTES 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2.PLANTS ARE SUPPLIED BY CONTECH & DELIVERED AT TIME OF SYSTEM ACTIVATION. PLANT SELECTION SHALL BE DONE BY THE ENGINEER OF RECORD IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. 3.DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 4.FOR FABRICATION DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.ContechES.com 5.URBANGREEN BIOFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 6.STRUCTURE SHALL MEET 300 PSF PEDESTRIAN LOAD RATING WITH HS20 SURCHARGE. MANHOLE COVERS SHALL MEET AASHTO M306. 7.FILTER CARTRIDGES SHALL BE 27" TALL, MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING OPERATING AT A SPECIFIC FLOW RATE OF 1 OR 2 GPM/SF. RADIAL MEDIA DEPTH SHALL BE 7-INCHES [178]. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 8.SPECIFIC FILTER FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (GPM) DIVIDED BY THE FILTER CONTACT SURFACE AREA (SF). 9.ALTERNATE UNITS [ ] ARE MILLIMETERS UNLESS NOTED OTHERWISE. INSTALLATION NOTES A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE URBANGREEN BIOFILTER VAULT (LIFTING CLUTCHES PROVIDED). SPREADER BAR WITH SUFFICIENT CABLE IS REQUIRED FOR SAFETY AND REDUCTION OF DAMAGE TO CONCRETE STRUCTURE. C.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT. D.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. E.CONTRACTOR TO SUPPLY AND INSTALL INLET PROTECTION BAR IF REQUIRED BY LOCAL JURISDICTION. F.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT BIOFILTRATION AND STORMFILTER / OUTLET BAY FROM CONSTRUCTION-RELATED EROSION RUNOFF. G.CONTECH IS RESPONSIBLE FOR ACTIVATION OF THE SYSTEM AND PLANTING OF THE PLANT THAT IS SPECIFIED. ACTIVATION ONLY OCCURS WHEN THE SITE IS FULLY STABILIZED, FINAL PAVEMENT INSTALLED AND SWEPT CLEAN OF CONSTRUCTION SEDIMENT. H.ALL BIOFILTER UNITS MUST BE WATERED BY IRRIGATION LINES OR SPRINKLER SYSTEMS ON A REGULAR BASIS. EACH BIOFILTER UNIT INCLUDES IRRIGATION HOLES FOR NEW OR EXISTING IRRIGATION LINES. BIOFILTER INLINE STANDARD DETAIL MODEL: UGBF0816 - 49" DEPTH, WITH STORMFILTER CARTRIDGES BIOFILTRATION MEDIA INFILTRATION RATE OPTIONS STORMFILTER CARTRIDGE TREATMENT FLOW RATE OPTIONS 50 in/hr 100 in/hr 11.25 gpm 22.5 gpm CURB OPENING WIDTH OPTIONS 2'-4" [711] wide 5'-4" [1626] wide www.ContechES.com 20 NYLOPLAST STRUCTURE PERFORATION SCHEDULE SCALE: NONEST-9 ST-9G SCALE: NONENYLOPLAST 8"- 30" INLINE DRAIN DETAIL DUCTILE IRON DOMED GRATE YARD INLET DETAILS INFORMATION PROVIDED BY: Nyloplast America, Inc. Buford, Georgia 30518 3130 Verona Avenue 8",10",12",15",18",24" and 30" ELBOW RISER 3 VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC 3 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ADAPTER MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION TEE BIOFILTER INLINE STANDARD SCALE: NONEBF-1 SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID WATER QUALITY FLOW RATE (CFS / l/s) PEAK FLOW RATE (CFS / l/s) RETURN PERIOD OF PEAK FLOW (YRS) PIPE DATA: OUTLET PIPE ANTI-FLOTATION BALLAST NOTES/SPECIAL REQUIREMENTS: TOP OF CASTING * PER ENGINEER OF RECORD IF REQUIRED DOWNSPOUT PIPE INVERT SYSTEM TREATMENT CAPACITY (CFS / l/s) STORMFILTER CARTRIDGE FLOW RATE I.E.MATERIAL DIAMETER 329 330 331 332 333 0.398 0.31 2.00 100 HDPE 12" I.E.I.E.I.E.I.E. 838.52 840.69 838.50 840.67 838.50 840.67 838.38 840.55 838.38 840.55 HT WIDTH N/A N/A N/A N/A N/A N/A N/A 836.27 836.25 836.20 836.13 836.13 0.27 0.27 0.25 0.25 0.398 0.398 0.398 0.398 1.74 1.74 1.58 1.58 100 100 100 100 HORIZ. SCALE: 1"=20' 100BMP - PLAN VIEW HORIZ. SCALE: 1"=20' 100BMP - PLAN VIEW HORIZ. SCALE: 1"=20' 100 20BMP - PLAN VIEW STORMFILTER CARTRIDGE TO BE FILLED WITH PERLITE. J: \ 2 0 1 3 1 7 2 6 \ D W G \ 0 4 S H E E T S \ F D P \ 2 0 1 3 1 7 2 6 - C 8 0 5 T O C 8 0 7 S T R M D E T A I L S . D W G 8/ 1 2 / 2 0 1 4 8 : 5 6 A M C.O. C.O.IE:838.50 C.O. 310 RIM 839.96 Inv. 833.55 (N) Inv. 835.46 (E) 320 RIM 839.25 Inv. 835.25 (NE) Inv. 835.06 (SW) Inv. 833.79 (S) IE:839.00 47 LF OF 12" HDPE @ 0.40% 80 L F O F 2 4 " H D P E @ 0 . 3 0 % 65 L F O F 2 4 " P E R F . H D P E @ 0 . 3 0 % FFE = 839.64 FFE = 839.64 5' 5' C.O. 329 RIM 840.69 Inv. 836.27 (W) SEE DETAIL DW-1 ON SHEET C806 C.O.IE:838.57 C.O. 308 RIM 839.64 Inv. 832.93 (N) Inv. 833.24 (E) Inv. 832.83 (S) IE:838.50 307 306 RIM 839.0855 L F O F 3 0 " H D P E @ 0 . 3 0 % 72 L F O F 2 4 " P E R F . H D P E @ 0 . 3 0 % 5' 53' C.O. 12 LF OF 12" HDPE @ 0.50% 305 RIM 840.33 Inv. 835.33 (E) Inv. 835.31 (N) Inv. 833.30 (W) 331 RIM 840.57 Inv. 836.25 (W) 330 RIM 840.67 Inv. 836.69 (S) 303 RIM 839.13 Inv. 834.84 (E) Inv. 834.87 (N) Inv. 834.74 (S) 304 RIM 840.55 Inv. 835.47 (N) Inv. 835.50 (S) Inv. 835.32 (W) C.O. C.O. C.O. IE:838.50 IE:838.50 IE:838.50 C.O. IE:838.80 C.O.IE:839.10 48 LF OF 15" HDPE @ 1.00% 10' C.O.76 L F O F 1 5 " P E R F . H D P E @ 0 . 3 0 % 332 RIM 840.55 Inv. 836.13 (S) 333 RIM 840.55 Inv. 836.13 (N) FFE = 842.00 FLOW AA C C www.ContechES.com ® www.ContechES.com ® FLOW PLAN VIEW 1'-4" [406]3'-8" [1118] 48" x 48" [1219 x 1219] TREE GRATE (TYP. 2 PLCS) SECTION C-C BIOFILTRATION BAY 6'-0" [1829] (4 ' - 7 " [ 1 3 9 7 ] ) UNDERDRAIN OPENING TRANSFER OPENING INLET TRAY W/ REMOVABLE CONSTRUCTION FLOW BYPASS COVER OUTLET PIPE 8'- 0 " [ 2 4 3 8 ] 16'-0" [4877] 13'-4" [4064]2'-4" [711] DIVIDER WALL PEAK FLOW BYPASS WEIR 4' - 0 " [ 1 2 1 9 ] 2'- 9 " [ 8 3 8 ] 4'- 0 " [ 1 2 1 9 ] SIDEWALK SECTION B-B DOWNSPOUT PIPE STORMFILTER CARTRIDGE FLOWKIT Ø30" x 4" [762 x 102] EJIW #41600484, OR EQUIVALENT Ø24" x 4" [610 x 102] EJIW #41600389, OR EQUIVALENT IRRIGATION SYSTEM CONDUIT FL O W FL O W OUTLET PIPE FLOW INLET PIPE BB SECTION A-A (4 ' - 5 " [ 1 3 4 8 ] ) OUTLET PIPE 3'- 5 " [ 1 0 4 1 ] ENERGY DISSIPATION ROCK LAYER (24" x 24" [610 x 610] SQ.) UNDERDRAIN CLEANOUT UNDERDRAIN 3" [76] ROCK 2'-0" [610] ENGINEERED SOIL MIXTURE PLANTS PROVIDED BY CONTECH MI N . TOP OF SLAB RAISED TREE GRATE & COVER TO ALLOW FOR CONTINUOUS LANDSCAPING Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D MmB2 Miami silt loam, 2 to 6 percent slopes, eroded This is a moderately well drained soil with a seasonal water table at 2.0 to 3.5 ft. This soil is located rises on till plains; slopes are 2 to 6 percent. The native vegetation is hardwood forest. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (<0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.1 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production. This soil is designated potential highly erodible (class 2) in the Highly Erodible Land (HEL) classification system. MmC2 Miami silt loam, 6 to 12 percent slopes, eroded This is a moderately well drained soil with a seasonal water table at 2.0 to 3.5 ft. This soil is located on side slopes on till plains; slopes are 6 to 12 percent. The native vegetation is hardwood forest. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (<0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.1 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production. This soil is designated potential highly erodible (class 2) in the Highly Erodible Land (HEL) classification system. HeF, Hennepin loam, 18 to 50 percent slopes This is a well drained soil with a water table at a depth greater than 40 inches. This soil is located on steep breaks along till plains; slopes are 18 to 50 percent. The native vegetation is hardwood forest. The surface layer is loam and has moderately low to moderate organic matter content (1.0 to 4.0 percent). Permeability is slow (0.6 to 0.2 in/hr) in the most restrictive layer above 60 inches. Available water capacity is low (3.2 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 6.1 to 8.4. Doughtiness and water erosion are management concerns. Sh, Shoals silt loam This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil is located on flood plains; slopes are 0 to 2 percent. The native vegetation is hardwood forest. The surface layer is silt loam and has moderate organic matter content (2.0 to 4.0 percent). Permeability is moderate (0.6 to 2 in/hr) in the most restrictive layer above 6o inches. Available water capacity is high (11.6 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 6.0 to 7.3. Wetness and flooding hazard are management concerns. Because of the flooding hazard, this soil has a severe limitation for most non-ag uses. SOILS MAP SCALE: NONE EC-MA SCALE: N/A SWPPP SCHEDULEEC-SCH Practice BMP Description Applicability Maintenance Installation Sequence 1 Schedule Pre-con with Jurisdictional Entity All Sites N/A Before Construction 2 Construction Access All Sites As Needed Prior To Clearing and Grading 3 Tree Preservation and Protection Nearly All Sites Weekly, After Storm Events and As Needed Prior To Clearing and Grading 4 Temporary Gravel Construction Entrance Pad All Sites As Needed Prior To Clearing and Grading 5 Wheel Wash All Sites Daily Prior To Clearing and Grading 6 Silt Fence Small Drainage Areas Weekly, After Storm Events and As Needed Prior To Clearing and Grading 7 Temporary Diversion Up-slope and down-slope sides of construction site, above disturbed slopes within construction site Weekly, After Storm Events and As Needed Along with Rough Grading 8 Rock Check Dam 2 acres maximum contributing drainage area Weekly, After Storm Events and As Needed Along with Rough Grading 9 Temporary Slope Drain Sites with cut or fill slopes Weekly, After Storm Events and As Needed Along with Rough Grading 10 Straw Bale Dam Small drainage areas Weekly, After Storm Events and As Needed Along with Rough Grading 11 Surface Roughening Sites with slopes that are to be stabilized with vegetation Weekly, After Storm Events and As Needed After Rough Grading 12 Temporary Seeding Areas of bare soil where additional work is not scheduled to be performed for a minimum of 15 days Water As Needed After Rough Grading 13 Temporary Sediment Trap 5 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading 14 Temporary Sediment Basin 30 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading 15 Fabric Drop Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed 16 Basket Curb Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed 17 Sandbag Curb Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed 18 Outlet Protection All Sites Weekly, After Storm Events and As Needed After Each Outlet is placed 19 Mulching Temporary surface stabilization As Needed, After Storm Events After Finish Grading 20 Erosion Control Blanket (Surface)Temporary surface stabilization, anchor for mulch Weekly, After Storm Events and As Needed After Finish Grading 21 Seed, Sod and Landscape All Sites Water As Needed After Finish Grading 22 Dewatering Structure Sites requiring dewatering As Needed As Needed 23 Dust Control All Sites Daily 24 Spill Prevention and Control All Sites Daily Duration of Project 25 Solid Waste Management All Sites Daily Duration of Project 26 Hazardous Waste Management All Sites Daily Duration of Project 27 Removal of Inlet Protection All Sites N/A After All areas draining to these areas are stabilized 28 Removal of Silt Fence All Sites N/A After All areas draining to these areas are stabilized SWPPP Sequence and Maintenance Schedule Duration of Project LARGE-HEADED NAIL. 4" MINIMUM DEPTH. SCALE: NONE SEAL CURB BOX FILTER FABRIC METAL BASKET WITH EC-4A BASKET CURB INLET PROTECTION MAINTENANCE 1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT. 2. REMOVE BUILT-UP SEDIMENT AND REPLACE GEOTEXTILE FABRIC AFTER EACH STORM EVENT. 3. PERIODICALLY REMOVE SEDIMENT AND TRACKED-ON SOIL FROM THE STREET (NOT BY FLUSHING) TO REDUCE THE SEDIMENT LOAD ON CURB INLET MEASURES. CURB INLET 12'-0" FLOW FLOW FLOW BIO FILTER BAGS BIO FILTER BAGS CURB INLET CONC. C U R B CONC. C U R B SILT FENCE, SCALE: NONE CURB INLET PROTECTIONEC-4B OR BIO LOG MAINTENANCE 1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN), 2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. OR BIO LOG(S) WELDED WIRE INLET PROTECTION MAINTENANCE 1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. 2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. EC-3B SILT PROTECTION FOR DITCH GRATE(NEENAH R-4342) CASTINGS. #4 GAGE WIRE SCALE: NONE FILTER FABRIC YARD CASTING GRASS INLET EC-3C FABRIC DROP INLET PROTECTION SCALE: NONE PLAN ELEVATION 3' M A X . 1' M I N . 2"x2" INTERIOR REINFORCEMENT 2"x2" OR 2"x4" WOOD POSTS OR STEEL FENCE POSTS NON-WOVEN FILTER FABRIC. ATTACHED TO ALL SIDES. NOTES: DIMENSIONS OF BOX WILL VARY ACCORDING TO THE SIZE OF INLET AND DEPTH OF BASE. BURIED FABRIC 1. 5 ' M A X . SCALE: NONECONCRETE WASHOUTEC-25 SCALE: NONEROCK CHUTE OUTLET PROTECTIONEC-7 MAINTENANCE 1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT FOR STONE DISPLACEMENT AND EROSION AT THE SIDES AND ENDS OF THE APRON. 2. MAKE REPAIRS IMMEDIATELY; USE APPROPRIATE SIZE STONE, AND DO NOT PLACE THEM ABOVE FINISHED GRADE. MAINTENANCE 1. INSPECT ROCK CHUTES AFTER STORM EVENTS FOR STONE DISPLACEMENT AND FOR EROSION AT THE SIDES AND ENDS OF THE APRON. SECTION TO ATTATCH SILT FENCE COMPACTED SOIL MAINTENANCE 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE BARRIER INSTALLATION DRIVE STAKES IN TRENCH EC-2 BACKFILL AND COMPACT SOIL. EXCAVATE A 6" X 4" DEEP STEP 3: TRENCH STEP 1: 6' c-c 6" 4" (10cm) FLOW SILT FENCE STEP 2: SCALE: NONE 2' 2" x 2" STAKE FASTEN FABRIC TO STAKES AND BURY BOTTOM 8" INTO THE TRENCH DUTY FABRIC NON-WOVEN HEAVY SECTION NOTE: THE SLICING METHOD IS AN ACCEPTABLE ALTERNATIVE OTHER THAN IN THE SHADED AREAS USE MULCH IRRIGATION NEEDED DURING THIS PERIOD TO CONTROL EROSION AT TIMES ** INCREASE SEEDING APPLICATION BY 50% * LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED NOV.DEC. NOV.DEC. OCT.SEP.JUL.AUG. OCT.SEP.JUL.AUG. REMARKS WET 21 DROUGHTY 2 1 12 SITE SUITABILITY* WELL DRAINED MAYFEB.MAR.APR. MAYFEB.MAR.APR. JAN. OATS JAN. TEMPORARY SEEDING DATES PERMANENT SEEDING DATES WHEAT OR RYE ANNUAL RYEGRASS NON-IRRIGATED* ACRE 2 BU. 3 BU. 40 LB.1 LB. SPRING OATS 1,000 SF 3.5 LBS. 2.3 LBS. .8 LBS/ 1,000 SF .6 .12 .4 .4 SEEDING RATE 15 LBS/ ACRE 15 25 5 35 SPECIES LEVEL AND SLOPING, OPEN AREAS DORMANT SEEDING** TYPE OF SEED WHEAT OR RYE ANNUAL RYEGRASS 3. KENTUCKY BLUEGRASS CREEPING RED FESCUE 2. TALL FESCUE RED CLOVER 1. TALL FESCUE IRRIGATED TEMPORARY SEEDING RATE PERMANENT SEEDING MIXTURES JUN. JUN. COVER SEED 1"-1 1/2" DEEP COVER SEED 1" DEEP COVER SEED 1/4" DEEP SUITABLE pH 5.8-7.5 5.5-8.3 5.5-8.3 2 1 1 2 2 1 12 SCALE: NONE .8 .6 .9 .25 4.0 4.0 .9 35 25 10 40 170 40 170 5. TALL FESCUE KENTUCKY BLUEGRASS EMERALD CROWNVETCH** 6. KENTUCKY BLUEGRASS 7. PERENNIAL RYEGRASS CREEPING RED FESCUE 8. TALL FESCUE (TURF TYPE) EC-SC SEASONAL SOIL PROTECTION CHART 5.5-8.3 5.8-7.5 5.0-7.5 5.5-8.3 SEEDED PREPARATION APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SF (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2-3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. DO NOT USE PHOSPHOROUS CONTAINING FERTILIZERS (12-12-12) UNLES SOIL TEST SHOW A DEFICIENCY IN PHOSPHOROUS. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART), WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. 2125.8-7.5.4154. TALL FESCUE GEOTEXTILE FABRIC or AS R E Q U I R E D 2-3" COARSE AGGREGATE MAINTENANCE REQUIREMENTS INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY, AFTER STORM EVENTS, AND/OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSH ONLY IF WATER IS CONVEYED TO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. EC-22 3. 5. 4. 2. 1. 50' ROAD PUBLIC TEMPORARY CONSTRUCTION ENTRANCE SCALE: NONE 6" COMPACTED or AS R E Q U I R E D 20' C808 As Noted DETAILS SWPPP FLOW FLO W FLOWFLAT INLET SCALE: NONE FLAT INLET PROTECTIONEC-3D MAINTENANCE 1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN), 2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. BIO FILTER BAGS, BIO LOG(S), FILTER TUBES, OR INLET FILTER (MAT) FLOW Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" MoC3 Sh MoC3 HeF MmC2 MmB2 MmB2 MmB2 Sh MmB2 PRO- MED P A R K Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D PATTERN RECOMMENDATIONS. GUIDE EC-14 FOR CORRECT STAPLE REFER TO GENERAL STAPLE PATTERN APPROXIMATELY 12" APART. OVERLAP. STAPLE THROUGH OVERLAPPED AREA, SLOPE, PLACE BLANKETS END OVER END STAPLED WITH APPROXIMATELY 2" OVERLAP. 4. THE EDGES OF PARALLEL BLANKETS MUST BE 5. WHEN BLANKETS MUST BE SPLICED DOWN THE 1. DIRECTION OF THE WATER FLOW. 3. ROLL THE BLANKETS DOWN THE SLOPE IN THE ANCHORING THE BLANKET IN A 6" DEEP X 6" 2. BEGIN AT THE TOP OF THE SLOPE BY WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. BE INSTALLED WITH PAPER SIDE DOWN. NOT SEED PREPARED AREA. CELL-O-SEED MUST SEED. NOTE: WHEN USING CELL-O-SEED, DO INCLUDING APPLICATION OF LIME, FERTILIZER, AND 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, 3. 4. 5. 2. MAINTENANCE 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. 3:13:1 MAINTENANCE 1. INSPECT CHANNELS AT REGULAR INTERVALS AND AFTER STORM EVENTS. 2. WHEN STONES HAVE BEEN DISPLACED, REMOVE ANY DEBRIS AND REPLACE THE STONES IN SUCH A WAY AS TO NOT RESTRICT THE FLOW AREA. 3. GIVE SPECIAL ATTENTION TO OUTLETS AND POINTS WHERE CONCENTRATED FLOW ENTERS THE CHANNEL, AND REPAIR ERODED AREAS PROMPTLY. 4. CHECK FOR SEDIMENT ACCUMULATION, PIPING, BANK INSTABILITY, AND SCOUR HOLES; REPAIR PROMPTLY. ORANGE PLASTIC FENCING INSTALLED AT THE DRIPLINE DRIP LINE DRIP LINE C809 As Noted DETAILS SWPPP SCALE: NONEEC-6 GRAVEL END SECTION PROTECTION 1' ( M I N ) "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" SHEET 1 OF 1 DWG NOSIZE SCALE REV 1 1 2 2 3 3 4 4 A A B B C C D D TYPICAL RECTANGULAR INLET FILTER COMBINATION INLETFILTER FOR CURB HOODSTYPICAL ROUND INLET FILTER STAINLESS STEEL ROUND INLET FILTERS forNYLOPLAST CASTINGSCATCH-ITS SPECIFIED W/ FX or FX-S BAGS IPP Flexstorm SpecificationsC A ORANGE PLASTIC FENCE SHALL COMPLETELY SURROUND THE DRIPLINE OF THE VEGETATION. THE DRIPLINE IS THE FURTHEST OUTREACHING OF THE BRANCHES. ORANGE PLASTIC FENCING DESIG N A T E D TREE PRES E R V A T I O N AREA IMPERMEABLE LINER ON BOTTOM AND SIDES OF OPEN-GRADED BASE SLOPE SUR F A C E T O D R A I N (1% MIN. S L O P E ) PERMEABLE PAVER PROTECTION DETAIL SCALE: NONEEC-PP 2" BEDDING COURSE #8 STONE - WASHED, FRACTURED, OPEN-GRADED 4" BASE COURSE #57 STONE - WASHED, FRACTURED, OPEN-GRADED 9"SUB-BASE COURSE #2 STONE - WASHED, FRACTURED, OPEN-GRADED VARIES (SEE SITE PLAN) PERFORATED STORM PIPE (SEE UTILITY PLAN)COMPACTED SUBGRADE TEMPORARY FILTER FABRIC6" CRUSHED STONE Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C810 Not to Scale INFORMATION SWPPP "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" Project Information: Project Name:Woodland Terrace of Carmel Senior Apartments Address:689 Pro Med Lane City/Town:Carmel County:Hamilton Civil Township:Clay Quarter:Part of NE Quarter of the NW Quarter Section:25 Township:18-N Range:3-E Latitude:39°59'5"Longitude:-86°8'18" Project Location:Northeast corner of Smokey Row Road (136th Street) and Pro-Med Drive. Project Site Owner and Contact Information: Company Name (if applicable):The Justus Companies. Contact Person:Doug Peters Title/Position:Project Manager Address:1398 N. Shadeland Ave City:Indianapolis State:Indiana Zip:46219 Phone:(317) 353-8311 Fax:(317) 352-1570 E-Mail (if available):dpeters@justus.net Plan Preparer and Contact Information: Company Name:EMH&T, Inc. Contact Person:Paula Gartner, PE Title/Position:Project Manager Address:7400 N. Shadeland Avenue City:Indianapolis State:Indiana Zip:46250 Phone:(317)-913-6930 Fax:317-913-6928 E-Mail (if available):pgartner@emht.com Project Narrative: A continuing care retirement community that consists of a four-story building with partial walkout basement, and approximately 214,551 sq ft in area. SECTION A Stormwater Pollution Prevention Plan Elements Assessment of Construction Plan Elements for Technical Review and Comment This section is to address technical review and comments of the Construction/Stormwater Pollution Prevention Plan for the Project. A1 Plan Index Provided Below A2 11 x 17 Plat denoting lot numbers, boundaries and streets is provided separate. A3 Project Narrative:214,551 sq ft 4-story retirement building with a partial walkout basement. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal description of project site: Denoted on Sheet C100 A6 Location of all lots and proposed site improvements: Denoted on Sheets: C102 - C102C A7 14 Digit Hydrologic Code:05120201090030 A8 State or Federal Water Quality Permits:None A9 Specific points where stormwater discharge will leave the site: Stormwater will leave the site at two different locations. The majority of the site will drain through the proposed storm sewer network to the southwest point of the site where it will drain through an existing swale on the property to the south part of Meadowland Park. This swale drains to an off-site detention pond that accommodates the entire Meadowland Park development. This pond eventually outlets to Little Cool Creek. A small portion of the eastern property will drain by overland flow into an existing swale and therefore into an existing inlet along the west side of Kensington Place, the property to the east. This runoff makes its way to a detention facility and eventually to Little Cool Creek. A10 Location of all wetlands, lakes & water courses on and adjacent to site: None A11 Receiving Waters:Little Cool Creek which discharges into the west fork of White River A12 Identification of potential discharges to groundwater: Permeable pavers have the potential A13 100 Year Floodplains, Floodways and Flood Fringes:See Plan Sheet C101 for more detail A14 Pre-Construction and Post-Construction Peak Discharge 10 year Pre-Construction Peak Discharge = 9.74 cfs 50 year Post-Construction Peak Discharge = 43.14 cfs A15 Adjacent Land Use:See Plan Sheet C100 & C101 for more detail North:Residential South:Office/Business Park East: Residential West:Office/Business Park A16 Locations and approximate boundaries of all disturbed areas: See Plan Sheet C102-C102C. A17 Identification of existing vegetative cover: See Plan Sheet C101 for more detail A18 Soils Map including descriptions and limitations: See Plan Sheet C808 for soils map, descriptions and limitations. A19 Locations, size and dimensions of proposed storm water systems: See Plan Sheet C104 - C104C for proposed storm sewer system A20 Locations, size and dimensions of any proposed off-site construction activities associates with this project:None A21 Locations of Soil Stockpiles: See Plan Sheet C105 for more detail A22 Existing site topography:See Plan Sheet C101 for existing site topography A23 Proposed final topography:See Plan Sheet C103 - C103C for proposed site grading and drainage patterns SECTION B Stormwater Pollution Prevention Plan Construction Components The construction component of the SWPPP includes stormwater quality measures to address erosion, sedimentation, and other pollutants associated with land disturbance and construction activities. Proper implementation of the plan and inspections of the construction site are necessary to minimize the discharge pollutants. The project Site Owner should be aware that unforeseen construction activities and weather conditions may affect the performance of a practice or the effectiveness of the plan. The plan must be a flexible document, with provisions to modify or substitute practices as necessary. B1 Description of potential pollutants sources associates with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, bake fluid, brake dust, trash, and debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. B2 Sequencing of stormwater quality implementation relative to land disturbance activities: This plan has been created in an effort to eliminate or reduce sediment from leaving the Project during construction while protecting the adjoining properties and the Little Cool Creek Pre-Construction Activities: 1. Schedule Pre-Con with Jurisdictional Entity before commencing work. 2. Call the Indian Underground Plant Protection Systems, Inc. ("Holey Moley") at 1-800-382-5544 to check the location of any existing utilities. They should be notified two working days before construction takes place 3. An orange construction fence shall be constructed along the perimeter of the tree preservation areas prior to any earthmoving activities. 4. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. Potential areas are identified based on existing topography in the frontage areas and perimeters of the site. 5. Evaluate, mark and protect important trees and associated root zones. Evaluate existing vegetation suitable fro use as filter strips along the site boundaries. 6. Maintain a 10' minimum grass filter strip along the site perimeter adjacent to public streets. 7. A construction entrance shall be placed per the plan location. 8.Establish construction staging area for equipment and vehicles as far from detention ponds and swales as possible. 9. Install Temporary Diversion across sloping land to protect work area and divert runoff to sediment traps or stable outlets 10. Install Permanent Diversion to divert runoff from areas where it can be stored, used, or released without causing erosion or flood damage. 11. Install Diversion Dikes to prevent runoff from entering and/or sediment from leaving the construction site. 12. Install Rock Check Dams to reduce erosion in a drainage channel by slowing velocity flow. 13. Install Temporary Slope Drain to convey runoff water down the face of a cut or fill slope without causing erosion. 14. Establish on-site location for owner/operator/contractor placement of approved plans and Rule 5 NOI and Rule 5 Inspection documentation. Establish Silt Basin: 1. Contractor to evaluate location of soil stockpile area and prep with silt fence (see details). 2. Install the primary outfall system for the proposed pond(s). Per the Storm Water Pollution Protection plan details, extend with a perforated riser for the temporary sediment basin. SECTION B - continued Stormwater Pollution Prevention Plan Construction Components Construction Activities 1. Once erosion and sediment control measures are in place begin land clearing followed immediately by rough grading. Do not leave large areas unprotected for more than 15 days. Rule 5 requires that all disturbed area that potentially will be idle for 15 days or more will be stabilized (seeded, mulched, etc.) immediately. 2. After completion of mass grading, final grade and seed pond banks, landscape berms, common areas and swales immediately after grading is completed. 3. Upon completion of mass grading, install sanitary and storm sewers. As storm sewer is constructed, install inlet protection measures. Install riprap upon completion of end section installation. 4. Upon completion of sewer installation and inlet protection, proceed with street construction. 5. Once pavement and curbs are in place, install curb inlet sediment barriers. 6. Once inlet protection is in place, final grade all areas upon completion of all grading. B3 Stable construction entrance location(s) and specifications: See Plan Sheet C105 & C806. B4 Sediment control measures for sheet flow areas: See Plan Sheet C105 & C808 - C811. B5 Sediment control measures for concentrated flow areas: See Plan Sheet C105 & C809-C811. B6 Storm sewer inlet protection measures, locations and specifications: See Plan Sheet C105 & C808 - C811. B7 Runoff control measures: See Plan Sheet C105 & C808 - C811. B8 Stormwater outlet protection specifications: See Plan Sheet C105 & C808 - C811. B9 Grade stabilization structure locations and specifications: See Plan Sheet C105 & C809 - C811. B10 Location, dimensions, specifications and construction details of each stormwater quality measure: See Plan Sheet C104 & C807. B11 Temporary Surface stabilization methods appropriate for each season (include sequencing): See Plan Sheet C105 & C808 - C811. B12 Permanent surface stabilization specifications (include sequencing). See Plan Sheet C105 & C808 - C811. B13 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (PCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substance in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of Receiving water or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The plan also establishes the activities required to mitigate such discharges i.e. countermeasures) should they occur. Definitions: Pollutant: Means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes, but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying or dumping. Receiving Waters: Means all waters of the United States that are connected with a Receiving stream, lake, or sea. [Note: this definition is usually interpreted to mean any wastewater even normally dry wash or storm sewer) that eventually drains into a Receiving stream]. Plan Review Amendments:This plan shall be reviewed and/or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Receiving Water Little Cool Creek 2. Drainage System: Insert brief narrative describing proposed drainage system. 3. Possible spill sources (during and post-construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater contamination: The facility maintains NO above ground or underground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post-construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately initiate the following procedure: a. Notify the designated emergency coordinator for the project. 2. The Emergency Coordinator will then take the following actions: a. Barricade the area allowing no vehicles to enter or leave the spill zone. b. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office 317-233-7745 Toll Free 800-233-7745 Also the National Response Center at 800-424-8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel c. Notify the City of Carmel Fire Department : Phone 911 d. Notify the City of Carmel Police Department: Phone 911 e. Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for clean up f. Coordinate and monitor clean up until the situation has been stabilized and all spills have been eliminated. g. Cooperate with the IDEM-OER on procedures and reports involved with the event. Cleanup Parameters: 1. The developer/homeowner's association shall be continually kept informed, maintain lists of qualified contractors and available Vac-trucks, tank pumpers and other equipment readily accessible for clean-up operations. In addition, a continually updated list of available absorbent materials and clean up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be kept abreast of current development or new information on the prevention of spills and/or necessary alteration to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. SECTION B - continued Stormwater Pollution Prevention Plan Construction Components B14 Monitoring and maintenance guidelines for each proposed stormwater quality measure: Temporary gravel construction entrance maintenance requirements 1.Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2.Reshape as needed for drainage and runoff control. 3.Top dress with clean stone as needed. 4.Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap of basin. 5.Repair any broken road pavement immediately. Straw bale dam maintenance requirements: 1.Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entranced bales. 2.Inspect periodically for deterioration or damage from construction activities and repair immediately. 3.After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed are to grade and stabilize. Silt fence maintenance requirements 1.Inspect the silt fence periodically and after each storm event. 2.If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3.Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing fabric to bulge. 4.Take care to avoid undermining the fence during cleanout. 5.After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize. Temporary sediment trap maintenance requirements 1.Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2.Remove sediment when it has accumulated to one-half the design depth. 3.Replace spillway gravel facing when clogged. 4.Inspect vegetation and re-seed if necessary. 5.Check the spillway depth periodically to insure a minimum of 1.5 ft. depth from the lowest point of the settled embankment to the highest point of the spillway crest and fill any low area to maintain desired elevation. 6.Promptly replace any displaced riprap, being careful that no stones in the spillway are above design grade. 7.After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize. Curb Inlet barrier maintenance requirements. 1.Inspect frequently for damage by vehicular traffic and repair if necessary. 2.Inspect after each storm event. 3.Remove sediment, without flushing, when it reaches half the height of barrier. 4.Deposit removed sediment where it will not enter storm sewer drains. Drop Inlet barrier maintenance requirements. 1.Inspect after each storm event and repair if necessary. 2.Remove sediment, without flushing, when it reaches half the height of barrier. 3.Deposit removed sediment where it will not enter storm sewer drains. 4.When contributing drainage area has been stabilized, remove and properly dispose of construction material and sediment, finish grade the disturbed area and stabilize. Erosion control blanket (surface applied) maintenance requirements 1.During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2.If any area(s) shows erosion, pull back that portion of the blanket covering it, reseed the area and relay and staple the blanket. 3.After vegetative establishment check the treated area periodically. Topsoil (Salvage and Utilization): 1.Inspect newly topsoiled areas frequently until vegatation is established 2.Repair eroded or damaged areas and revegetate. Surface Roughening: 1.Inspect frequently seeded slopes for rills and gullies. 2.Fill any eroded areas to slightly above the original grade, then re-seed and mulch as soon as possible. Riprap: 1.Inspect periodically for displaced rock material, slumping, and erosion at edges, especially downstream or downslope. Repair as needed. Rock Check Dam: 1.Inspect check dams and the channel after each storm event, and repair any damage immediately. 2.If significant erosion occurs between dams, install a riprap liner in that portion of the channel. 3.Remove sediment accumulated behind each dam as needed to maintain channel capacity, to allow drainage through the dam, and to prevent large flows from displacing sediment. 4.Add rock to the dams as needed to maintain design height and cross section. 5.When the dams are no longer needed, remove the rock and stabilize chanel, using an erosion-resistant lining if necessary. B15 Erosion & sediment control specifications for commercial site: The commercial site is to be stabilized; the builder must take steps to: ·protect adjacent properties from sedimentation·prevent mud/sediment from depositing on the street·protect drainageways from erosion and sedimentation·prevent sedimentation laden water from entering storm sewer inlets Construction sequence on commercial site should be as follows: 1. Clearly delineate areas of trees, shrubs, and vegetation that are to be undisturbed. To prevent root damage, the areas delineated for tree protection should be at least the same diameter as the crown. 2. Install perimeter silt fence at construction limits. Position the fence to intercept runoff prior to entering drainage swales. 3. Avoid disturbing drainage swales if vegetation is established. If drainage swales are bare, install erosion control blankets or sod to immediately stabilize. 4. Install drop inlet protection for all inlets on the property. 5. Install curb inlet protection, on both sides of the road, for all inlets along the property frontage and along the frontage of adjacent lots, or install temporary catch basin inserts in each inlet and frequently clean. 6. Install gravel construction entrance that extends from the street to the building pad. 7. Perform primary grading operations. 8. Contain erosion from any soil stockpiles created on-site with silt fence around the base. 9. Establish temporary seeding and straw mulch on disturbed areas. 10. Construct the assisted living home and install utilities. 11. Install downspout extenders once the roof and gutters have been constructed. Extenders should outlet to a stabilized area. 12. Re-seed any areas disturbed by construction and utilities installation with temporary seed mix within 3 days of completion of disturbance. 13. Grade the site to final elevations. Add topsoil as needed to minimize erosion of underlying soil and to quickly establish grass. 14. Install permanent seeding or sod. All erosion and sediment control measures must be properly maintained throughout construction. Temporary and permanent seeding should be watered as needed until established. See Plan Sheet C105 & C808 - C811. SECTION C Stormwater Pollution Prevention Plan Post Construction Component The post construction component of the SWPPP includes the implementation of stormwater quality measures to address pollutants that will be associated with the final land use. Post construction stormwater quality measures should be functional upon completion of the project. Long term functionality of the measures are critical to their performance and should be monitored and maintained. C1 Description of pollutants and their sources associates with the proposed and use: Silt and sediment from expose soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rains, pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1.Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirement beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activities completed. 2.Remove all individual inlet protection and straw bale dames, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment/pollutants will not enter the lake(s) or storm sewer system. 3.Inspection and maintenance of all common area and infrastructure improvements is the responsibility of the owner/developer or his designee until improvements are accepted for maintenance by homeowners association or local agencies. 4.Inspection and maintenance of individual lots is the responsibility of the home builder or his designee until the homeowner buys and thereby accepts responsibility for the individual lot. C3 Description of proposed post-construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi-level strategy consisting of: 1.Reducing post-project runoff. 2.Controlling sources of pollutants. 3.Reducing the amount of impervious areas within the developed site. Stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) included in the project are: a.Detention/retention devices b.Reducing runoff or direct runoff from impervious areas c.Vegetated strips and/or swales d.Permanent erosion control seeding and plantings e.Outlet protection and velocity dissipation devices f.Earthen dikes, drainage swales and lined ditches g.Rock slope protection h.Mulching i.insert/delete additional site specific measures C4 Location, dimensions, specifications and construction details of stormwater quality measures.See Plan Sheet C104C & C807. C5 Description of maintenance guidelines for proposed water quality measures: Owner Inspections: The Owner shall inspect the condition of the BMP(s) on a monthly, annually and after a major storm event in accordance with this manual and in accordance with the requirements of the Jurisdictional entity. Inspections by the Owner of the BMP(s) and Pond(s) shall include observations of the inlet and/or outlet structures, vegetated areas along the banks and perimeters of the ponds and forebays, and immediate downstream receiving channels. Observation of the accumulated amount of sediment within the forebays and/or Swirl Chambers shall be conducted and recorded. Any item identified to be in a state of disrepair or non-functioning shall be replaced or repaired immediately. Good House Keeping: Periodic maintenance and inspections of the storm sewer network will reduce stormwater runoff pollution. Inspect Inlets for debris and sediment. Remove debris and sediment and dispose of properly. Properly Cleanup and/or report any chemical spills. Minimize fertilizer, pesticide and herbicide applications. Avoid applying before any rain event. Record Keeping: The owner(s) of the BMP should keep a file containing all information pertaining to repair, replacement, and maintenance of the BMP. Files should be readily accessible to parties performing maintenance on the BMP and local regulatory agencies. Files should include the following:· Operations and Maintenance Manual·Inspections Sheets - All completed inspection sheets and blank forms·Construction plans (as-builts if applicable) - Including grading and benchmarks ·Specifications - Storm drainage and landscaping·Maintenance Log - Log of all inspections, repairs, and associated costs·Contact Information - Licensed Civil Engineer, Geotechnical Engineer, Landscape Architect, and Contractor qualified to perform tasks After construction, the Owner is responsible for BMP maintenance and records of inspections. BMP - Underground Detention (Permeable Paver System) Inspection and Maintenance of Underground Detention I.Inspections The frequency of inspections outlined should be considered the minimum, if no events warrant additional inspections. See Maintenance Inspections Checklist for inspection frequencies. It is advisable that all visual inspection be performed after each sizable storm event. Inspections should be performed by personnel experienced in the maintenance of each element. II. Maintenance A. Structural Elements - At a minimum, the structural elements of the underground detention should be thoroughly inspected once a year. Several of the structural elements may need more frequent inspections. Refer to the Maintenance Inspections Checklist. The inspections should include the following: ·The inside of the structure should be inspected for cracks, spalling, joint failure or leaks a minimum of once per year. If signs of cracks, leaks, misalignment, sagging or settlement of the structure or relay pipe are observed, a Civil Engineer or Geotechnical Engineer should be retained to determine the probable cause and recommended remediation. ·The orifice should be inspected and outlet pipes should be inspected for debris or sediment accumulation after every major storm event. Any sediment or debris removal should be removed to prevent blockage. Do NOT flush sediment downstream. ·The outlet pipe and storage pipes should be visually inspected for sagging and alignment a minimum of once per year. B. Ground Surface - The ground surface should be inspected a minimum of once per year. Visual inspection should be done in areas where any underground storage devices are located. If there is any signs of sink holes, a Civil Engineer should be retained to determine the probable cause and recommended remediation BMP - Biofiltration Tree Box UrbanGreen BioFilter™ Inspection and Maintenance The UrbanGreen™ BioFilter should be inspected at regular intervals and maintained when necessary to ensure optimum performance. The rate at which the system collects pollutants will depend more heavily on site activities than the size of the unit (i.e. unstable soils or heavy winter sanding will cause the system to fill more quickly but regular sweeping will slow accumulation). Maintenance of the UrbanGreen BioFilter should be performed by a qualified professional who has experience with maintenance of stormwater management systems. For more information, please contact CONTECH at 800.338.1122 or info@contech-cpi.com. Inspection and Routine Maintenance Inspection is the key to effective maintenance. Inspect annually unless local regulations or site conditions require more frequent inspection. Routine maintenance, defined as trash and debris removal and general upkeep, should be performed during each inspection if necessary. First record the height, width and condition of the tree. A sample log is provided. Once these recordings have been taken, the tree grate should be removed to observe the bioretention bay. Any trash and debris that has collected here should be removed and disposed of appropriately. As with all media filtration systems, captured pollutants and sediments will accumulate on the surface of the engineered soil mixture over time, reducing the treatment capacity of the system. If captured pollutants are observed to have occluded the media surface, or if standing water is present in the biofiltration bay during dry periods, then maintenance of the top layer of soil mixture is required. Studies have shown that the majority of all captured pollutants reside in the top 2-3 inches of soil and therefore it is likely that only this layer needs to be replaced. (California Stormwater Quality Association (CASQA), New Development and Redevelopment Handbook, January 2003). Replacement soil is available from CONTECH. Please note that when replacing the engineered soil mixture, the energy dissipation rocks which protect the inlet from scour should be collected and set aside for use with the new soil. Once the new soil has been installed, the energy dissipation rocks should be placed back at the inlet. Once the bioretention bay has been inspected and maintenance procedures completed, the tree grate placed should be put securely back in place. As part of the standard terms of system purchase, CONTECH will supply routine maintenance services as described herein within approximately 1 year of system activation. Associated maintenance log records will be made available to the owner upon request. Inspection and maintenance of the media cartridge bay are also critical to the overall performance of the system. Inspection should be performed at the same time as inspection of the bioretention bay. Remove the cover over the media cartridge bay and observe the accumulated pollutants within the chamber. If more than three inches of sediment is found on the chamber floor or on the tops of the cartridges, then cartridge replacement should be performed. Additionally, if standing water resides in the chamber for greater than twenty-four hours after a storm event, then cartridge replacement should be performed. Depending on site and climatic conditions, maintenance frequency of the media cartridges should range from 3 to 5 years. Instructions for cartridge replacement are provided in the Non-Routine Maintenance section below. All observations from inspection of the media cartridge bay should be recorded in the maintenance log. Non-Routine Maintenance Non-routine maintenance is defined as clean-out of the media cartridge bay and replacement of cartridges. Replacement cartridges can be ordered by contacting CONTECH at 800.338.1122. The first step in the clean-out of the media cartridge bay is to remove the sediment and debris that has collected in this chamber. A vacuum truck or manual operation can be used for this procedure. Once the sediment and debris has been removed, the existing cartridges should be removed from the system. Cartridges are connected to the underdrain manifold by a simple quarter-turn connection and are easily disconnected. Once the cartridges are removed from the vault, any remaining sediment and/or debris should be cleaned out. The final step in the cartridge replacement process is to install the replacement cartridges. Replacement cartridges should be installed securely to the quarter-turn connection system and the cover placed securely back over the media cartridge bay. General Maintenance Notes All OSHA standards for health and safety should be followed at all times when inspecting or maintaining the UrbanGreen BioFilter. Furthermore, disposal of pollutants removed from the UrbanGreen BioFilter should be performed in accordance with all regulatory requirements. ELEMENT DESCRIPTION SHEET A1 INDEX A2 11x17 PLAT A3 NARRATIVE C102-C102C A4 VICINITY MAP C100 A5 LEGAL DESCRIPTION C100 A6 IMPROVEMENTS C102-C102C A7 HYDROLOGIC CODE C808 A8 STATE OR FEDERAL PERMITS NONE A9 STORMWATER DISCHARGE POINTS C105 A10 WETLANDS, LAKES, AND WATER COURSES NONE A11 RECEIVING WATERS C810 A12 DISCHARGE TO GROUND WATER NONE A13 FLOODPLAIN, FLOOD WAYS, & FLOODWAY FRINGE C101 A14 PEAK DISCHARGES C103-C810 A15 ADJACENT LAND USE C100 & C101 A16 CONSTRUCTION LIMITS C102 - C102C A17 EXISTING VEGETATIVE COVER C101 A18 SOILS C808 A19 PROPOSED STORMWATER SYSTEMS C104 - C104C A20 OFFSITE ACTIVITIES A21 SOIL BORROW OR STOCKPILES C105 A22 EXISTING TOPOGRAPHY C101 A23 FINAL TOPOGRAPHY C103 - C103C B1 POTENTIAL POLLUTANTS C811 B2 SEQUENCE DESCRIBING STORMWATER QUALITY C810 B3 CONSTRUCTION ENTRANCE C105 & C808 B4 SEDIMENT CONTROL FOR SHEET FLOW C105, C808 - C811 B5 SEDIMENT CONTROL FOR CONCENTRATED FLOW B6 SEDIMENT CONTROL FOR SEWER INLET PROTECTION B7 RUNOFF CONTROL MEASURES B8 STORMWATER OUTLET PROTECTION B9 GRADE STABILIZATION B10 DETAILS FOR EACH STORMWATER QUALITY MEASURE C105 & C806 B11 TEMPORARY STABILIZATION METHODS B12 PERMANENT STABILIZATION B13 MATERIAL HANDLING AND SPILL PREVENTION C811 B14 MONITORING & MAINTENANCE GUIDELINES B15 EROSION & SEDIMENT FOR INDIVIDUAL LOTS N/A C1 POLLUTANTS & SOURCES ASSOCIATED WITH LAND USE C2 SEQUENCE FOR STORMWATER QUALITY MEASURES C3 POST CONSTRUCTION STORWATER QUALITY C4 DETAILS FOR EACH STORMWATER QUALITY MEASURE C5 DESC. MAINTENANCE FOR POST CONSTRUCTION SWQ MEASURES SWPPP ELEMENT INDEX C811 C104 & C807 C811 NONE BMP - Sumped And Hooded Catch Basin A sumped catchbasin with a hooded outlet is a standard catch basin with the bottom of the catch basin set 2 feet below the invert of the outlet pipe. The outlet pipe has either a manufactured hood or a downturned elbow at the inlet that is submerged below the outlet invert elevation. This provides for settling or large sediment particles and holds back floatable materials Inspection and Maintenance of Sumped and Hooded Catch Basins Sumped and hooded catch basins require regular inspection and maintenance to ensure the system is functioning properly. The frequency interval for inspection and maintenance is much greater in the initial stages of establishing the system. As vegetation becomes established the inspection and maintenance interval can be extended. To inspect the catch basin, the grate needs to be removed. Visually inspect the top of the water for a sheen or floating debris. The depth of sediment can be determined using a stick. Regular Sediment and Debris Removal: Sediment and debris (litter, leaves, logs, papers, and cans, etc.) within the catch basin should be collected and removed. Debris should be removed as it accumulates and sediment should be removed when the depth of sediment reaches 6-inches at any spot. The frequency of clearing should be based on the amount of sediment and debris generated. C105, C808 - C811 C105, C808 - C811C105, C808 - C811 C105, C808 - C811 C105, C808 - C811 C105, C808 - C811 C105, C808 - C811 C811 C811C811 Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D SECTION D Stormwater Pollution Prevention Plan Additional Measures D1 Vehicle & Equipment Maintenance 1.Description and Purpose: Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dray and clean site". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking or leaks and spills, and containing and cleaning up spills immediately. 2.Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. 3.Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles/equipment offsite should be done in conjunction with a Stabilized Construction Entrance/Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include egine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). 4.Implementation a.If maintenance must occur onsite, use designated areas, located away from drainage course. Dedicated maintenance areas should be protected from stormwater run-on and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourse. b.Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is preformed over an impermeable surface in a dedicated maintenance area. c.Place a stockpile of spill cleanup materials where it will be readily accessible. d.All fueling trucks and fueling area are required to have spill kits and/or use other spill protection devices. e.Use absorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly f.Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. g.Keep vehicles and equipment clean; do not allow excessive build-up of oil and grease. h.Segregate and recycle wastes, such as grease, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. i.Train employees and subcontractors in proper maintenance and spill cleanup materials. j.Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. k.Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. l.Do not place used oil in a dumpster or pour into a storm drain or water course. m.Properly dispose of or recycle used batteries. n.Do not bury used tires. o.Repair leaks of fluids and oil immediately. p.Listed below is further information if you must perform vehicle or equipment maintenance onsite. 5.Inspect and maintenance a.Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associates with the BMP are under way, inspect weekly to verify continued BMP implementation. b.Keep ample supplies of spill cleanup materials onsite. c.Maintain waste fluid containers in leak proof condition. e.Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. f.Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed D2 Vehicle and Equipment Fueling 1.Description and Purpose a.Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling. 2.Limitations a.Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a stabilized construction entrance/exit. 3.Implementation a.Use offsite fueling station as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for separate fueling area at a site. b.Discourage "topping-off" of fuel tanks. c.Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. d.Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. e.Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the absorbent materials promptly and dispose of properly. f.Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. g.Train employees and subcontractors in proper fueling and cleanup procedures. h.Dedicated fueling areas should be protected form stormwater run-on and runoff, and should be located at least 50 ft. away from downstream drainage facilities and watercourses. Fueling must be performed on level-grade areas. i.Protect fueling areas with berms and dikes to prevent run-on, runoff, and to contain spills. j.Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. k.Federal, state, and local requirements should be observed for any stationary above ground storage tanks. 4.Inspection and Maintenance a.Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. b.Keep ample supplies of spill cleanup materials onsite. c.Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SECTION D - continued Stormwater Pollution Prevention Plan Additional Measures D3 Solid Waste Management 1.Description and purpose a.Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. 2.Suitable Applications a.This BMP is suitable for construction sites where the following wastes are generated or stored. 1.)Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction. 2.)Packaging materials including wood, paper and plastic. 3.)Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products. 4.)Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers and cigarettes. 5.)Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non-hazardous equipment parts, Styrofoam and other materials send transport and package construction materials. 3.Implementation a.The following steps will help keep a clean site and reduce stormwater pollution 1.)Select designated waste collection area onsite. 2.)Inform trash-hauling contractors that you will accept only watertight dumpsters for onsite use. 3.)Inspect dumpsters for leaks and repair any dumpster that is not watertight. 4.)Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. 5.)Plan for additional containers and more frequent pickup during the demolition phase of construction. 6.)Collect site trash daily, especially during rainy and windy conditions. 7.)Remove this solid waste promptly since erosion and sediment control deices tend to collect litter. 8.)Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpster designated for construction debris. 9.)Do not hose out dumpster on the construction site. Leave dumpster cleaning to the trash hauling contractor. 10.)Arrange for regular waste collection before containers overflow. 11.)Clean up immediately if a container does spill. 12.)Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. 4.Collection, Storage and Disposal a.Littering on the project site should be prohibited. b.To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. c.Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where worker congregate for lunch and break periods. d.Litter from work areas within the construction limits of the project site should be collected and placed in watertight dumpsters at least weekly., regardless of whether the litter was generated by the contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems or watercourses. e.Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. f.Full dumpster should be removed from the project site and the contents should be disposed of by the trash hauling contractor. g.Construction debris and waste should be removed from the site biweekly or more frequently as needed. h.Construction material visible to the public should be stored or stacked in an orderly manner. i.Stormwater run-on should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. j.Solid waste storage areas should be located at least 50 ft. from drainage facilities and watercourses and should not be located in area prone to flooding or ponding. 5.Inspection and Maintenance a.Inspect and verify that activity-based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are underway, inspect weekly to verify continued BMP implementation. b.Inspect BMPs subject to non-stormwater discharge daily while non- stormwater discharges occur. c.Inspect construction waste area regularly. d.Arrange for regular waste collection. 6.Concrete Washout a.The following steps will help reduce stormwater pollution from concrete wastes: 1.)Discuss the concrete management techniques described in this BMP such as handling of concrete waste and washout) with the ready-mix concrete supplier before any deliveries are made. 2.)Incorporate requirement for concrete waste management into material supplier and subcontractor agreements. 3.)Store dry and wet materials under cover, away from drainage areas. 4.)Avoid mixing excess amounts of fresh concrete. 5.)Perform washout of concrete trucks offsite or in designated areas only. 6.)Do not wash out concrete trucks into storm drains, open ditches, streets or streams. 7.)Do not allow excess concrete to be dumped onsite, except in designated areas. 8.)For onsite washout. -Locate washout area at least 50 ft from storm drains, open ditches, or water bodies. -Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and sold waste. -Washout wastes into the temporary it where the concrete can set, be broken up and then disposed of properly. -Avoid creating runoff by draining waste to a bermed or level are when washing concrete to remove fin particles and expose the aggregate. -Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. Potential Pollutant Sources andSuggested Best Management Practices Potable water line flushing · Capture and re-use water on site for dust control. · Capture and direct water to area located well away from storm drain system for infiltration and evaporation. · Capture and treat water (using methods approved by responsible local agency) before discharging to storm drain. · Completely cover all storm drain inlets (rubber mats or similar) during flushing operations where highly chlorinated water can get into street and gutters. . Capture ponded water and handle using one of above BMPs. Portable toilets · Locate portable toilets away from gutters, storm drain inlets and waterways. · Place portable toilets on stable, flat surface pad not prone to flooding or water ponding. · Anchor portable toilets to prevent blowing over during windstorms. Installation and Cleaning of Concrete, Masonry, Stucco and Plaster (alkaline/limestone/ chalk products) · Use high pressure water, and avoid use of detergents and acids. · When acids are necessary (to clean discolored concrete, for instance), use one of following: _Capture and direct water to area located well away from storm drain system for infiltration and evaporation. _ Capture and treat water before discharging to sanitary sewer (need agency approval). · Completely cover all storm drain inlets (rubber mats or similar) during concrete and similar operations where polluted water can get into street and gutters. Capture ponded water and handle using one of above BMPs. · Conduct tool and equipment rinsing in marked, designated areas of the lot where there is no potential for water to enter storm drains. · Establish and properly sign designated concrete wash out areas for use by concrete trucks. · Educate concrete subcontractors and consider establishing incentives and/or penalties to ensure compliance. Asphalt · Avoid asphalt paving when storm events are imminent. Petroleum products · Avoid storing these materials on site, if possible; otherwise, store these materials away from storm water. · Promptly clean up any spills · Properly contain and dispose of motor oil and other lubricants if vehicles are maintained on site. Painting · Wash tools and equipment in marked, designated areas of the lot where there is no potential for water to enter storm drains. · Wash tools and equipment into sanitary sewer (may require agency approval). · Educate painting subcontractors and consider establishing incentives and/or penalties to ensure compliance. Cleaning · Use high pressure washing with plain water whenever possible. · Use environmentally friendly cleaning products whenever possible. · Conduct cleaning and store cleaning chemicals in segregated areas where pollutants cannot enter the storm drain system. · Educate cleaning subcontractors and consider incentives/penalties to ensure compliance. Landscaping · Avoid using pesticides and herbicides. · Avoid on-site storage. If unavoidable, store all chemicals in original packaging material in covered, contained area. · Educate landscape subcontractors and consider establishing incentives and/or penalties to ensure compliance. · Avoid using fertilizers. · If unavoidable, apply fertilizers sparingly, and use only as component of seed mix for hydro seeding/hydraulic mulch operations. · Avoid on-site storage. If unavoidable, store all chemicals in original packaging material in covered, contained area. Treated wood · Cover treated wood stored on site as recommended for stockpiles. See stockpiles. Foundation Pesticide Application · Do not spray foundations during or before predicted rain events. · Restrict spraying to inside footprint of building. Soil amendments & dust control For dust control: · Consider using clean or recycled site water whenever possible. Protect storm drains and do not allow water to flow from soil areas to storm drains. For soil amendments: · Do not over-apply the products. · Avoid on-site storage. If unavoidable, store all chemicals in original packaging material in covered, contained area. · See BMPs for stockpiled materials, end of table. · Dispose of leftover unused product properly and quickly after use. · Check with manufacturer to obtain documentation that shows that proper use of product(s) will not have adverse ecological affects. Stock Piles · Year Round: Locate stockpiled materials away from concentrated flows of stormwater and other water. Surround stockpiles left overnight with a temporary berm (e.g., sandbags) that will not allow water to run into the pile. · During rainy season or when rain is predicted during dry season: cover all stockpiled materials left overnight (in addition to berms) Inspection Type: Routine (every 7 calendar days) During Storm Pre-Storm Post-Storm Date: ______/_______/_______ Weather during inspection: _________________________Storm Start Time: _________________________Storm Duration: ___________________________ Approximate Amount of Rainfall (inches): ___________Name of Inspector: ______________________________Title of Inspector: ___________________________ Construction Inspection and Maintenance Log - continued Overall ConditionG=Good F=Fair P=Poor Maintenance NeededInspection Areas G F P Location Yes No Comments (Indicate if BMP is Inadequate For The Location) Outlet Stabilization provisions being implemented downstream locations)(if inaccessible inspect nearby Sediment Trapsand Riprap Basins and Facility Stormwater Detention/Retention mud, sediment. And debris Public and private streets clean of Storm Drainage Culverts Material Laydown and Staging Area Inlet Protection Temporary Sediment Basins, Gravel Perimeter Control Measures Points of Discharge Construction Entrance/Exit All permits attained and special Site information posted at the entrance (Indicate if BMP is Inadequate For The Location)Comments NoYes Location PFG Inspection Areas NeededMaintenance G=Good F=Fair P=PoorOverall Condition Construction Inspection and Maintenance Log Title of Inspector: ___________________________Name of Inspector: ______________________________Approximate Amount of Rainfall (inches): ___________ ___________________________Storm Duration: Storm Start Time: _________________________Weather during inspection: _________________________ Date: ______/_______/_______Storm- PostStorm- PreDuring Storm Routine (every 7 calendar days) Inspection Type: Vehicle Service Area Berm Concrete Washout Temporary or Permanent Seeding, Swales and ditches Temporary soil stockpiles in approved Temporary stabilization (dormant for 14 days) Dewatering/pumping operations have Material Management and Storage Solid and Construction Waste Sanitary Wastes Non - Stormwater Discharges Location(s) Where Additional BMPis Needed That Was Not ShownOn The Plan protected outlet and discharge clear water of disturbed ground area and properly protected stabilized and protected Sodding, Mulching or Landscaping C811 Not to Scale SWPPP INFORMATION EXAMPLE Construction Inspection and Maintenance Log "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" EXAMPLE BioFilter Inspection & Maintenance Log EXAMPLE Paver Maintenance Log Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D WATER MAIN PVC RATED AT 200 PSI, (EITHER ASTM D-2241 (SDR 21) OR AWWA C-900 (DR 14 ) OR AWWA C-905 (DR 21) OR DUCTILE IRON (CLASS 51 MIN.) THEN SANITARY SEWER PIPE SEGMENT SHALL BE NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS SANITARY SEWER LESS THAN 10'LESS THAN 18" IF "A" IS 18" OR MORE IF "B" IS 10' OR MORE JOINT FLOW "A"JOINT SANITARY SEWER 10' MIN. PROPOSED GRADE 10' MIN. "A" "B" WATER MAIN SCALE: NONESA-9 SEWER AND WATER SEPARATION REQUIREMENTS NOTES: Water and sewer crossings and seperations shall be in accordance with Ten State Standards and local codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of any polluted water into the potable supply. Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it is not practical to maintain a ten (10) foot seperation, the appropriate reviewing agency may allow deviation on a case-by-case basis if supported by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical seperation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical seperation as stipulated above, the sewer shall be designed and constructed equal to water pipe, and shall be pressure tested to assure water tightness prior to backfilling. C812 As Noted DETAILS DISTRIBUTION WATER Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C813 As Noted DETAILS SANITARY SEWER CARMEL UTILITIES Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C814 As Noted DETAILS SANITARY AND WATER CARMEL UTILITIES Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C815 As Noted HAMILTON COUNTY STORM SEWER DETAILS "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C816 As Noted HAMILTON COUNTY STORM SEWER DETAILS "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C817 As Noted CITY OF CARMEL CURBING AND PAVING POLICY "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C818 As Noted CITY OF CARMEL CURBING AND PAVING POLICY "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C819 As Noted CITY OF CARMEL WASTEWATER DETAILS "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" NOTE: THE MUFFIN MONSTER AND CONFIGURATION SHOWN IN DETAILS DESCRIBED ON THIS SHEET TO BE INSTALLED IN SANITARY MANHOLE 400, SEET UTILITY PLAN FOR LOCATION. Job No. Date:August 12, 2014 Scale: Sheet: 68 9 P R O M E D D R I V E RE V I S I O N S DA T E DE S C R I P T I O N MA R K PR E P A R E D B Y : Title: PR E P A R E D F O R : Kn o w w h a t ' s be l o w . be f o r e y o u d i g . Ca l l R 2013-1726 CA R M E L , H A M I L T O N C O U N T Y , I N D I A N A 4 6 0 3 2 FI N A L C O N S T R U C T I O N D O C U M E N T S FO R P R O F ESSIONA L E N G INEER INDIA N A PAUL A J E A N GARTN E R PE 10809217 STATE OF R E G ISTER E D C820 As Noted CITY OF CARMEL WASTEWATER DETAILS "NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT" ®