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Site Drawings_553646
C0.0.Title Sheet.pdf Carmel Eng TS SITE THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CIVIL CONSTRUCTION PLANS PROJECT DEVELOPER: CARMEL, INDIANA 46033 C0.0 VICINITY MAP SHEET OF PROJECT NUMBER DRAWING NUMBER TPS.007 PROJECT VICINITY 160 W. Carmel Drive, Suite 240 Carmel, Indiana 46032 Phone: (317) 810-1677 Fax: (317) 810-1679 Email: bcross@civilsite.net GROUP, INC 06/22/2018 THE PLAY SCHOOL at LEGACY 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 Phone: (317) 810-1760 Email: katie@theplayschools.com Docket No: 18060012 DP/ADLS AMEND SURVEYOR: CONSTRUCTION PLAN INDEX LAND DESCRIPTION A PART OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIAN, BEING MORE PARTICULARLY DESCRIBED AS BELOW: COMMENCING AT THE NORTHEAST CORNER OF SAID QUARTER SECTION; THENCE NORTH 89 DEGREES 03 MINUTES 27 SECONDS WEST ALONG THE NORTH LINE OF SAID QUARTER SECTION A DISTANCE OF 715.41 FEET TO THE PROLONGED WESTERLY RIGHT-OF-WAY LINE OF COMMUNITY DRIVE RECORDED AS INSTR NO: 2008-43636 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WEST 92.83 FEET ALONG SAID PROLONGED RIGHT-OF-WAY LINE TO A POINT ON THE SOUTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF 146TH STREET; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF COMMUNITY DRIVE BY THE NEXT SEVEN (7) COURSES: 1) SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WEST 223.06 FEET TO A POINT OF TANGENCY OF A CURVE CONCAVE WESTERLY, THE RADIUS POINT OF SAID CURVE BEING NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 455.50 FEET: 2) ALONG SAID CURVE 34.64 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEGINNING SOUTH 85 DEGREES 38 MINUTES 33 SECONDS EAST 455.50 FEET; 3) SOUTH 04 DEGREES 21 MINUTES 27 SECONDS WEST 242.38 FEET TO THE POINT OF TANGENCY OF A CURVE CONCAVE EASTERLY, THE RADIUS POINT OF SAID CURVE BEING SOUTH 85 DEGREES 38 MINUTES 33 SECONDS EAST 544.50 FEET; 5) SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 88.34 FEET TO A POINT OF TANGENCY OF A CURVE CONCAVE EASTERLY, THE RADIUS POINT OF SAID CURVE BEING NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 544.50 FEET; 6) ALONG SAID CURVE 29.30 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEGINNING SOUTH 85 DEGREES 38 MINUTES 33 SECONDS EAST 544.50 FEET; 7) SOUTH 03 DEGREES 04 MINUTES 59 SECONDS EAST 195.88 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 03 DEGREES 04 MINUTES 59 SECONDS EAST 243.00 FEET ALONG SAID WESTERLY RIGHT-OF-WAY LINE; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 376.00 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 234.67 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECOND EAST 214.95 FEET; THENCE NORTH 86 DEGREES 54 MINUTES 50 SECONDS EAST 148.20 FEET TO SAID WESTERLY RIGHT-OF-WAY LINE AND THE PLACE OF BEGINNING, CONTAINING 2.00 ACRES MORE OR LESS. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S DEVELOPMENT SUMMARY PROPOSED USE: SCHOOL GYMNASIUM & LEARNING FACILITY TOTAL SITE AREA = 2.01± Ac. TOTAL DISTURBED AREA = 72,311± SF = 1.7± Ac PROPOSED TOTAL BUILDING COVERAGE RATIO = 39% OF SITE AREA PROPOSED IMPERVIOUS AREA SITE INCREASE = 26,400± S.F. CURRENT ZONING = PUD - THE LEGACY SETBACK DISTANCES (PROPOSED) BUILDING SETBACK DISTANCES (REQ'D) FRONT = 0' FRONT = 15' (MAX.) REAR = 9.4' (EX. BLDG.) REAR = 5' (MIN.) SIDE = 15' (EX. BLDG.) SIDE = 0' (MIN.) ANTICIPATED CONSTRUCTION START/COMPLETION DATE NOVEMBER, 2018 / JULY, 2019 TOTAL PARKING SPACES = 87 (INCLUDES STREET PARKING SPACES) EXISTING RIGHT-OF-WAY NOTE DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. OPERATING AUTHORITY CITY OF CARMEL DEPT. OF ENGINEERING ONE CIVIC SQUARE CARMEL, INDIANA 46032 PHONE: 317-571-2441 FAX: 317-571-2439 CARMEL ENGINEERING DEPT. NOTE 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 OF 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. BENCHMARK ENGINEER: REVISION RECORD C1.0.Demolition Plan.pdf 24X36 Equality Blvd. Community Drive A/C A/C 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 4 45 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 3 8 8 8 3 TEMPORARY CONSTRUCTION ENTRANCE EXISTING FIRE SERVICE LINE TO BE LOWERED 9 10 10 10 10 PROTECT STORM INLET UNTIL IT IS REMOVED 10 10 REMOVE EXISTING SCREEN WALL 2 2 2 PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C1.0 CARMEL, INDIANA 46033 14454 COMMUNITY DRIVE THE PLAY SCHOOL at LEGACY, INC. EXISTING CONDITIONS & DEMOLITION PLAN THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 REVISION RECORD 06/22/2018 CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. TOPOGRAPHIC & BOUNDARY NOTE UTILITY LOCATE NOTE LEGEND: 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED BY THE CITY INSPECTORS PRIOR TO INSTALLATION. EROSION CONTROL NOTES UTILITY VALVE NOTE UTILITY CROSSING NOTE CONTRACTOR TO FIELD VERIFY SIZE, DEPTH, AND MATERIAL OF ALL EXISTING UNDERGROUND UTILITIES AT EACH PROPOSED CROSSING PRIOR TO COMMENCING WITH CONSTRUCTION. RELOCATION OF EXISTING UTILITIES MAY BE REQUIRED. PAVEMENT NOTE ANY EXISTING ON-SITE PAVEMENT REMOVED SHALL BE SAWCUT, FULL DEPTH AND RESTORED TO MATCH THE EXISTING PAVEMENT CROSS SECTION WITH THE FOLLOWING CROSS SECTION AS A MINIMUM: 1-INCHES BITUMINOUS WEARING COURSE-TYPE B 9.5mm 3-INCHES BITUMINOUS LEVELING/BINDER COURSE-TYPE B 12.5 mm 6-INCHES #53 COMPACTED AGGREGATE BASE ALL JOINTS BETWEEN EXISTING AND NEW PAVEMENT TO BE FILLED WITH HOT POURED RUBBER JOINT SEALER PRODUCT. HOT POURED RUBBER JOINT SEALER SHALL BE ONE OF THE FOLLOWING (OR APPROVED EQUAL): x ROADSAVER 221; CRAFCO INC. x PRODUCT #9905 or #9030; KOCH MATERIAL COMPANY x SEALTIGHT HI-SPEC; W.R. MEADOWS, INC. DEMOLITION NOTES PLAN NOTES: 1 2 ALL PROPERTY CORNER MONUMENTS SHOULD BE MARKED PRIOR TO COMMENCING WITH CONSTRUCTION AND PROTECTED DURING ALL CONSTRUCTION ACTIVITY. PROPERTY CORNER MONUMENTS NOTE 3 4 5 6 7 8 9 10 C2.0.Site Plan.pdf 24X36 15' F.F.E. = 755.70 (NAVD 88 DATUM) Equality Blvd. Community Drive N 00°00'00" W 234.67' N 90°00'00" W 376.00' S 03°04'59" E 243.00' N 90°00'00" E 214.95' A/C A/C 25' 5' 36'25'3' 24' 91' 29' 18' 30' R10' R5' 9' 9' 9' 25' R8' R5' R25' R20' 9' R5' 154.3' PROPOSED GYM & LEARNING CENTER 13,000± S.F. F.F.E. = 755.70 (NAVD 88 DATUM) F.F.E. = 755.70 (NAVD 88 DATUM) 24' 8' 32.7' 23' N 86°54'50" E 148.20' 5' EXISTING SCHOOL BUILDING EXISTING UTILITY ESMT. TO BE VACATED EXISTING DRAINAGE ESMT. TO BE VACATED 8' 53.8' 30' DRAINAGE ESMT. EXISTING PARKING SPACES PERVIOUS PAVERS ARE TO BE PROTECTED DURING CONSTRUCTION (NO CONSTRUCTION TRAFFIC) EXISTING PLAYGROUND FENCE 14 5 EXISTING PLAYGROUND EXISTING STORM WATER SWALE / DETENTION EXISTING GAS MAIN 29 12 7 EXISTING PARKING SPACES 6 EXISTING PLAYGROUND 3 4 CB EXISTING SCHOOL BUILDING K NO PARKING FIRE LANE 7 NEW 5' SIDEWALK CB CB CB CB CB DC CB CB DC CB CB CB DC CB CB CB DCDC DC DC DC DC DCDC D D H D D D D C C C C C C C C C C C DD D D D D D T A A A A A A A A A A A A A A A A J F G D D D D D K C D REFER TO ARCHITECTURAL PLANS FOR BLDG. DIMENSIONS EXISTING BICYCLE RACKS (QTY. 2, 4 SPACES) PER CARMEL UDO 5.29 PK-02.8 A 5' D D 6' 6.3' D 8' 8' 5' 5' 5' 8' 8' D D 30' 3 3 3 3 3 PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C2.0 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. SITE PLAN THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 REVISION RECORD 06/22/2018 CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DEVELOPMENT SUMMARY PROPOSED BUILDING = 13,000 G.S.F.± TOTAL SITE AREA = 2.0 AC+/CURRENT ZONING = PUD GREENSPACE AREA = 29% (25,691 / 87,345) TOTAL DISTURBED AREA = 72,311 SF ± = 1.7 Ac +/ANTICIPATED CONSTRUCTION START/COMPLETION DATE NOVEMBER, 2018 / JULY, 2019 TOTAL PARKING SPACES = 87 (INCLUDES STREET SPACES) TOTAL PARKING SPACES REQ'D = 59 (1 SPACE/EMPLOYEE + 1 SPACE/6 STUDENTS) TOPOGRAPHIC & BOUNDARY NOTE BUILDING NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. SITE LAYOUT NOTES UTILITY LOCATE NOTE LEGEND: PLAN NOTES: A H T D F G J C DW CB DC HANDICAP RAMP NOTE ALL HANDICAP RAMPS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD I.N.D.O.T. DETAILS. SIDEWALK NOTE ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD CITY OF CARMEL DETAILS. K UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OR THE PROPOSED RIGHT-OF-WAY LINE. CARMEL ENGINEERING DEPT. NOTE 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 OF 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. C3.0.Grading Plan.pdf 24X36 F.F.E. = 755.70 (NAVD 88 DATUM) Equality Blvd. Community Drive DETENTION SWALE WITH WHITE RIVER AT FLOOD STAGE 100-YEAR BASE FLOOD ELEVATION = 751.57 (NAVD 88 DATUM) 100-YEAR BASE FLOOD ELEVATION = 752.00 (NGVD 29 DATUM) A/C A/C EXISTING 12" PVC ROOF DRAIN PIPE 202 200 PROPOSED GYM & LEARNING CENTER 13,000± S.F. F.F.E. = 755.70 (NAVD 88 DATUM) F.F.E. = 755.70 (NAVD 88 DATUM) EXISTING CURB INLET (RAISE EX. CASTING ELEVATION TO PROPOSED GRADE) T.C. = 753.50 GUT = 753.00 INV. = 748.1± (18" PVC - N) INV. = 748.1± (EX. 12" - E) INV. = 748.0± (EX. 18" - S) EXISTING CURB INLET T.C. = 754.21 GUT = 753.71 INV. = 749.3± (EX. 12" - N) INV. = 749.2± (EX. 15" - S) EXISTING CONC. END SECTION INV. = 747.5± (EX. 18" RCP - N) 600 601 100 101 102 103 CONNECT 6" PVC DRAIN TO EX. ROOF DRAIN PIPE E2 EXISTING STORM INLET T.C. = 753.35 INV. = 748.65± (EX. 12" PVC - NE) INV. = 748.5± (EX. 12" RCP - W) INV. = 748.15± (10" PVC - SE) STORM MANHOLE - 4'Ø T.C. = 754.50 INV. = 749.17± (EX. 15" - NE) INV = 749.2± (12" PVC - S) INV. = 749.07 (15" RCP - W) E1 EXISTING CURB INLET T.C. = 754.15 GUT = 753.65 INV. = 749.34± (EX. 12" - S) EXISTING END SECTION INV. = 745.06± (E - 40" RCP) STORM MANHOLE - 4'Ø T.C. = 755.60 INV. = 748.63 (15" RCP - E) INV. = 748.53 (15" RCP - S) CURB INLET MANHOLE - 4'Ø T.C. = 753.25 GUT = 752.75 INV. = 748.27 (15" RCP - N) INV. = 748.17 (18" RCP - SE) 4'Ø CURB INLET MANHOLE w/ 2' SUMP T.C. = 752.50 GUT = 752.0 INV. = 747.79 (18" RCP - NW) INV. = 747.69 (18" RCP - S) CONCRETE END SECTION w/ RIP-RAP. SEE DETAIL 18/C7.0 INV. = 747.57 126 L.F. of 18" RCP @ 0.30% 48 L.F. of 18" RCP @ 0.24% 114 L.F. of 15" RCP @ 0.23% 177 L.F. of 15" RCP @ 0.25% 12± L.F. of EX. 15" RCP R6 R18 RD CDR10 R10R6 R8 EXISTING SCHOOL BUILDING MLAG/MFPG = TOP OF CURB = 754.45 EXISTING FIRE SERVICE LINE TO BE LOWERED AT STORM SEWER CROSSING 6" NDS #918B YARD DRAIN T.C.=754.5± 15± L.F. of 6" SDR35 PVC 30' T T EXISTING 40" RCP EXISTING 18" RCP RD R12 RCO RCO RCO R12 R18 C C R12 R8 RD R6 R6 R8 R12 30' DRAINAGE ESMT. 4 4 4 PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C3.0 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. GRADING & DRAINAGE PLAN THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 REVISION RECORD 06/22/2018 CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. TOPOGRAPHIC & BOUNDARY NOTE BUILDING NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. UTILITY LOCATE NOTE LEGEND: PLAN NOTES: R8 C GRADING NOTES The project proposes a new 13,000 sf ± gymnasium and STEM learning building to the existing Play School site with associated road, sidewalk, and playground hard surface. This project is located at the southwest corner of the intersection of Equality Blvd. and Community Drive in Hamilton County, Indiana. The entire Play School property totals 2.01± acres; however, the proposed construction activity associated with the building, hard surface, and landscaping will be disturbing approximately 1.7± acres. The site lies within the Legacy Planned Development with the storm water management being master planned and approved in October, 2012, to include storm water detention and post construction stormwater quality BMPs. The Play School site lies within the watershed area of Basin 122 with an allowable Post-Developed CN=94 and Tc=5. The proposed improvements to the existing Play School site increase the composite CN value to only 87 with a TC of 8.4 minutes (storm system TC). Therefore, the proposed stormwater discharge from the developed site will be substantially less than the allowable discharge approved as part of the Legacy Development master plan. Storm water runoff from the proposed construction activity associated will be collected via existing storm water catch basins with sub-surface storm sewer pipes routed to the existing detention swale located south of the subject site. Storm water is conveyed to the East into a constructed wetland BMP "CW1" and subsequently into detention area DD10. Post Developed release rates: 2yr = 6.57cfs; 10yr = 9.87cfs; 100yr = 13.91cfs DRAINAGE SUMMARY GENERAL NOTES MINIMUM FLOOD PROTECTION GRADE & LOWEST ADJACENT GRADE DEFINITIONS We have shown multiple top-of-curb grades along Equality Blvd. The lowest of each is 754.45 (Community Drive T.O.C.). The 100-year base flood elevation of the White River is 751.57 (NAVD 88); 752.00 (NGVD 29) based on the published FEMA FIRM maps. We have set the F.F.E. at 15" above the Equality Blvd. grade, which is 755.70 (matches existing building F.F.E.). The local flood overflow route for the storm inlets is 754.69. One foot (1') above that would also coincide with an MLAG of 755.69. Therefore the MLAG/MFPG has been set at 755.70'. The conversion equation from NGVD to NAVD datum is: NGVD - 0.43' = NAVD. GENERAL NOTES CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (I.E. COMMUNITY DRIVE & EQUALITY BLVD.) "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 CONTRACTOR (NOT THE PROJECT SITE OWNER) WILL BE RESPONSIBLE FOR THE DISPOSAL OF ANY SOIL, MATERIALS, ETC. NO OFF-SITE BORROWS OR STOCKPILES WILL BE NEEDED FOR THIS PROJECT. R10 R12 T 4 CD RD RCO R6 R18 C3.1.Storm Sewer Plan & Profiles.pdf 24X36 F.F.E. = 755.70 (NAVD 88 DATUM) Equality Blvd. Community Drive DETENTION SWALE WITH WHITE RIVER AT FLOOD STAGE 100-YEAR BASE FLOOD ELEVATION = 751.57 (NAVD 88 DATUM) 100-YEAR BASE FLOOD ELEVATION = 752.00 (NGVD 29 DATUM) A/C A/C EXISTING 12" PVC ROOF DRAIN PIPE 202 200 PROPOSED GYM & LEARNING CENTER 13,000± S.F. F.F.E. = 755.70 (NAVD 88 DATUM) F.F.E. = 755.70 (NAVD 88 DATUM) EXISTING CURB INLET (RAISE EX. CASTING ELEVATION TO PROPOSED GRADE) T.C. = 753.50 GUT = 753.00 INV. = 748.1± (18" PVC - N) INV. = 748.1± (EX. 12" - E) INV. = 748.0± (EX. 18" - S) EXISTING CURB INLET T.C. = 754.21 GUT = 753.71 INV. = 749.3± (EX. 12" - N) INV. = 749.2± (EX. 15" - S) EXISTING CONC. END SECTION INV. = 747.5± (EX. 18" RCP - N) 600 601 100 101 102 103 CONNECT 6" PVC DRAIN TO EX. ROOF DRAIN PIPE E2 EXISTING STORM INLET T.C. = 753.35 INV. = 748.65± (EX. 12" PVC - NE) INV. = 748.5± (EX. 12" RCP - W) INV. = 748.15± (10" PVC - SE) STORM MANHOLE - 4'Ø T.C. = 754.50 INV. = 749.17± (EX. 15" - NE) INV = 749.2± (12" PVC - S) INV. = 749.07 (15" RCP - W) E1 EXISTING CURB INLET T.C. = 754.15 GUT = 753.65 INV. = 749.34± (EX. 12" - S) STORM MANHOLE - 4'Ø T.C. = 755.60 INV. = 748.63 (15" RCP - E) INV. = 748.53 (15" RCP - S) CURB INLET MANHOLE - 4'Ø T.C. = 753.25 GUT = 752.75 INV. = 748.27 (15" RCP - N) INV. = 748.17 (18" RCP - SE) 4'Ø CURB INLET MANHOLE w/ 2' SUMP T.C. = 752.50 GUT = 752.0 INV. = 747.79 (18" RCP - NW) INV. = 747.69 (18" RCP - S) CONCRETE END SECTION w/ RIP-RAP. SEE DETAIL 18/C7.0 INV. = 747.57 126 L.F. of 18" RCP @ 0.30% 48 L.F. of 18" RCP @ 0.24% 114 L.F. of 15" RCP @ 0.23% 177 L.F. of 15" RCP @ 0.25% 12± L.F. of EX. 15" RCP R6 R18 RD CDR10 R10R6 R8 EXISTING SCHOOL BUILDING MLAG/MFPG = TOP OF CURB = 754.45 EXISTING FIRE SERVICE LINE TO BE LOWERED AT STORM SEWER CROSSING 6" NDS #918B YARD DRAIN T.C.=754.5± 15± L.F. of 6" SDR35 PVC 30' T T EXISTING 40" RCP EXISTING 18" RCP RD R12 RCO RCO RCO R12 R18 C C R12 R8 RD R6 R6 R8 R12 STORM SEWER PROFILE EXISTING FIRE SERVICE LINE TO BE LOWERED (CONTRACTOR TO FIELD VERIFY LOCATION/ELEVATION PRIOR TO COMMENCING WITH CONSTRUCTION) EX. 15" RCP CONNECT 12" PVC ROOF DRAIN PIPE 2' SUMP REQ'D EXISTING TELECOM TO BE RELOCATED IN THE VICINITY OF STR #103 TO #102 (CONTRACTOR TO FIELD VERIFY LOCATION/ELEVATION PRIOR TO COMMENCING WITH CONSTRUCTION) PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C3.1 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. STORM SEWER PLAN & PROFILE THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 06/22/2018 CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. TOPOGRAPHIC & BOUNDARY NOTE UTILITY LOCATE NOTE LEGEND: GENERAL NOTES GENERAL NOTES CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (I.E. COMMUNITY DRIVE & EQUALITY BLVD.) "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 CONTRACTOR (NOT THE PROJECT SITE OWNER) WILL BE RESPONSIBLE FOR THE DISPOSAL OF ANY SOIL, MATERIALS, ETC. NO OFF-SITE BORROWS OR STOCKPILES WILL BE NEEDED FOR THIS PROJECT. CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER STRUCTURE SHOP DRAWINGS TO ENGINEER FOR REVIEW/APPROVAL PRIOR TO MANUFACTURING. STORM PLAN - 1"=30' 18 " OF VERTICAL SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 STORM SEWER INLET NOTE ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS NOTE EXISTING RIGHT-OF-WAY NOTE DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. UTILITY VALVE NOTE STORM SEWER SYSTEM NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THE PROJECT LIMITS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE PLAY SCHOOL at LEGACY, INC. STORM SEWER SYSTEM NOTE STORM BACKFILL NOTE STRUCTURE DATA TABLE REVISION RECORD PLAN NOTES: R8 C R10 R12 T 2 CD RD RCO R6 R18 2 2 C4.0.SWPP Plan.pdf 24X36 F.F.E. = 755.70 (NAVD 88 DATUM) Equality Blvd. Community Drive A/C A/C PROPOSED GYM & LEARNING CENTER 13,000± S.F. F.F.E. = 755.70 (NAVD 88 DATUM) F.F.E. = 755.70 (NAVD 88 DATUM) EXISTING SCHOOL BUILDING EXISTING SANITARY MANHOLE T.C. = 757.45 INV. = 739.24± (EX. 8" PVC - W) INV. = 739.29± (EX. 8" PVC - E) CONCRETE WASHOUT BMP 30 CY ROLLOFF PROVIDED BY REPUBLIC WASTE SERVICES OR SEE DETAIL 04/C4.1 CONTRACTOR RESPONSIBLE TO KEEP ROAD & PARKING SPACES FREE OF DUST/DEBRIS/MUD AT ALL TIMES EXISTING STORM WATER SWALE / DETENTION CONSTRUCTION LIMITS TO MATCH SOUTH PROPERTY LINE CONTRACTOR RESPONSIBLE TO KEEP DETENTION FACILITY FREE OF DUST/DEBRIS/MUD AT ALL TIMES PS PS PS PS PS PS PS PS PS PS PS PS PS PS PSPSPS PS PS PS PS PS PS PS EB PS EB EB PS EB PS EB PS EB CONSTRUCTION LIMITS = 1.7 Ac± TEMPORARY CONSTRUCTION ENTRANCE REMOVE CHECK DAM UPON FINAL INSPECTION BY CITY. PROVIDE PERMANENT RESTORATION TO SWALE PS PS PS PS PS PS PS PS PS PS PS PS PS PS EB EB EB EB EB EB PS PS EB EB EB EB EB PS PS PS PS PSPS PS PS PS PS PS PS PS PS PS PS OcA OcA OcA OcA OcA OcA OcA OcA Equality Blvd. Community Drive PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C4.0 CARMEL, INDIANA 46033 14454 COMMUNITY DRIVE THE PLAY SCHOOL at LEGACY, INC. STORMWATER POLLUTION PREVENTION PLAN THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 REVISION RECORD 06/22/2018 TOPOGRAPHIC & BOUNDARY NOTE LEGEND: GENERAL NOTES CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (I.E. COMMUNITY DRIVE & EQUALITY BLVD.) "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 CONTRACTOR (NOT THE PROJECT SITE OWNER) WILL BE RESPONSIBLE FOR THE DISPOSAL OF ANY SOIL, MATERIALS, ETC. NO OFF-SITE BORROWS OR STOCKPILES WILL BE NEEDED FOR THIS PROJECT. CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. STORM SEWER SYSTEM NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE PLAY SCHOOL AT LEGACY, INC. DEVELOPMENT SUMMARY TOTAL SITE AREA = 2.01 ACRES +/TOTAL DISTURBED AREA = 1.7 ACRES +/GRADING NOTES GENERAL NOTES ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR PS EB NS EROSION CONTROL NOTES TS TS MULCHING NOTE FERTILIZER NOTE SEEDING NOTE 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED BY THE CITY INSPECTORS PRIOR TO INSTALLATION. EROSION CONTROL NOTES SCALE: 1" = 100' SOILS MAP CONTROL CONTACT: EROSION SOILS DESCRIPTIONS & LIMITATIONS C4.1.SWPP Details.pdf Layout1 06/22/2018 PERMANENT SEEDING DATES TEMPORARY SEEDING DATES LAWNS AND HIGH MAINTENANCE AREAS STEEP BANKS AND CUTS SEED TOLERANCE CHART LEVEL AND SLOPING, OPEN AREAS SEED TOLERANCE TEMPORARY SEEDINGS SEEDING DETAIL TEMPORARY CONSTRUCTION ENTRANCE FERTILIZER NOTE SILT FENCE CONSTRUCTION JOINT DETAIL EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS SILT FENCE MAINTENANCE REQUIREMENTS: EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: EROSION CONTROL SCHEDULE MAINTENANCEEROSION CONTROL MEASURE INSTALLATION SEQUENCE ROCK CHECK DAM MAINTENANCE REQUIREMENTS: PROTECTION SILT FENCE INLET EROSION BLANKET INSATLLATION PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C4.1 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. STORMWATER POLLUTION PREVENTION DETAILS THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 REVISION RECORD1 1 2 2 3 3 4 4 A A B B C C D D SHEET 1 OF 1 DWG NOSIZE SCALE REV TYPICAL RECTANGULAR INLET FILTER COMBINATION INLET FILTER FOR CURB HOODS TYPICAL ROUND INLET FILTER STAINLESS STEEL ROUND INLET FILTERS for NYLOPLAST CASTINGS CATCH-ITS SPECIFIED W/ FX or FX-S BAGS IPP Flexstorm SpecificationsC A CONCRETE WASHOUT BMP PLAN SECTION B-B ROCK CHECK DAM C4.2.SWPP Notes.pdf Layout1 OcA OcA OcA OcA OcA OcA OcA OcA Equality Blvd. Community Drive The project proposes a new gymnasium and STEM learning building to the existing developed Legacy property located at the southwest corner of the Community Drive and Equality Blvd. intersection. In addition there will be a new parking lot to the west of the new Play School gymnasium and STEM building and Equality Blvd. will be extended to provide access to the drive into the property. This project is located on the West side of Community Drive in Hamilton County, Indiana. The proposed construction activity associated with the new building, parking lot, adding landscaping around the building/property, and adding stormwater infrastructure will be disturbing approximately 1.7 acres ±. The proposed improvements will consist of installing asphalt pavement, curbs, light poles and drainage infrastructure tying into an existing stormwater detention facility located just south of The Play School at Legacy property. Storm water drainage patterns from the proposed construction activity associated with the new Play School Gym and STEM building, addition of parking spaces / adding landscaping to the existing land area, and extending Equality Blvd. will remain as they currently exist today with sheet flow collected on-site via the proposed storm sewer catch basins and existing detention pond. Storm water runoff from the proposed construction activity associated with the new parking lot to the West of the proposed building will be collected via storm water catch basins with sub-surface storm sewer pipes routed to the existing storm water detention facility located just south of the property. 06/22/2018 PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C4.2 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. STORMWATER POLLUTION PREVENTION NOTES THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 1. Ockley Silt Loam (OcA): The Ockley series consists of very deep, well drained soils that are deep or very deep to calcareous, stratified sandy and gravelly outwash. The Ockley soils formed in as much as 51 cm (20 inches) of loess or silty material and in the underlying loamy outwash. They are commonly on stream terraces and outwash plains, and less commonly on kame moraines and eskers. Slope ranges from 0 to 30 percent. Well drained. The potential for surface runoff is negligible to high depending on slope. Saturated hydraulic conductivity is moderately high in the solum and very high in the underlying material. Permeability is moderate in the solum and very rapid in the underlying material. The soils pose no structural limitations to the construction other than seasonal moisture content that can be controlled with soil modification treatments (lime or fly ash). REVISION RECORD C5.0.Utility Plan.pdf 24X36 F.F.E. = 755.70 (NAVD 88 DATUM) Equality Blvd. A/C A/C E G E PROPOSED GYM & LEARNING CENTER 13,000± S.F. F.F.E. = 755.70 (NAVD 88 DATUM) F.F.E. = 755.70 (NAVD 88 DATUM) EXISTING SCHOOL BUILDING E EXISTING C.O. T.C. = 752.2± INV. = 745.45 EXISTING SANITARY LATERAL EX. 6" SAN. LATERAL EXISTING C.O. CO TYPE III INV=741.62 RESTORE SWALE TO EXISTING CONDITION WHEN CONSTRUCTION OF LATERAL IS COMPLETE MIN. 3' COVER INV=742.0± EXISTING C.O. INV. = 749.7± CO TYPE III INV=751.1 CO TYPE I INV=752.2 CO TYPE III INV=749.5 NEW D.I. SLEEVE FOR EX. SCHOOL BLDG. FDC LINE CONNECT NEW 6" PVC C900 PRIVATE FIRE SERVICE LINE TO EX. FIRE LINE PROPOSED 3Ø, 120/208v ELEC. TRANSFORMER PER DUKE ENERGY SPECS. EX. PRIMARY ELEC. SERVICE TO BE REUSED FOR NEW TRANSFORMER 6" HYDRANT LINE WET TAP EX. 6" FIRE LINE w/ GATE VALVE FOR NEW 6" PVC C900 PRIVATE FIRE SERVICE LINE PIV 4" F.D.C. LINE PER CARMEL FIRE/UTILITIES STDS. NEW FIRE HYDRANT DS FDC EXISTING ELEC. CT CABINET EXISTING FIRE HYDRANT EXISTING GAS SERVICE TO BE RELOCATED (T.B.D. BY VECTREN) UX UX UX UX 18 UX UX L L L L EXISTING FIRE SERVICE LINE TO BE LOWERED DUE TO NEW STORM SEWER INSTALLATION (CONTRACTOR TO FIELD VERIFY PRIOR TO COMMENCING WITH CONSTRUCTION) EX. PRIMARY ELECTRIC LINE EX. SCHOOL F.D.C. PROP. ELEC. METER PER DUKE ENERGY STDS. SE SE SE SE EX. 8" SANITARY MAIN BOA HY1 HY1 EXISTING SANITARY MANHOLE T.C. = 757.45 INV. = 739.24± (EX. 8" PVC - W) INV. = 739.29± (EX. 8" PVC - E) RELOCATE EXISTING TELECOM RELOCATE EXISTING TELECOM NEW 6" FIRE SERVICE LINE NEW 6" FIRE SERVICE LINE 6" GATE VALVE ABANDON EXISTING WATER LINE WITH RESTRAINED PLUG/KICKER PER CARMEL WATER STDS. ABANDON EXISTING WATER LINE PER CARMEL WATER STDS. INSTALL NEW 6-INCH TEE, GATE VALVE, & TEMPORARY BLOW-OFF ASSEMBLY FOR TESTING/SAMPLING EXISTING C.O. T.C. = 752.2± INV. = 745.45 L1 L1 UX UX CO TYPE III INV=746.8± INSTALL NEW 6" WYE FITTING SDR 26 PVC INV. = 746.0± (EXISTING INVERT TO BE FIELD VERIFIED BEFORE ALTERNATE #1 CAN BE APPROVED FOR CONSTRUCTION) UX SANITARY LATERAL ALTERNATE #1 122± LF OF 6" SDR 35 PVC @ 1.04% MIN. EXISTING 18" RCP EX. 18" STORM INV = 747.8± (EXISTING INVERT TO BE FIELD VERIFIED BEFORE ALTERNATE #1 CAN BE APPROVED FOR CONSTRUCTION) CC 4 4 4 4 PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C5.0 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. UTILITY PLAN THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 REVISION RECORD 06/22/2018 CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. TOPOGRAPHIC & BOUNDARY NOTE BUILDING NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. UTILITY LOCATE NOTE LEGEND: UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OR THE PROPOSED RIGHT-OF-WAY LINE. PLAN NOTES: UX 18 ISDH NOTES THE WATER-LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 54-INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. WHERE WATER-LINES AND SEWERS (STORM AND/OR SANITARY) CROSS AND THE WATER-LINE CANNOT BE PLACED ABOVE/BELOW THE SEWER WITH A MINIMUM OF 18-INCHES VERTICAL CLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET OF THE WATER-LINE. SANITARY SEWERS SHOULD HAVE A MINIMUM OF 2 FEET OF COVER. A 18 " OF VERTICAL SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR SPECIFICATIONS. UTILITY NOTES 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM SEWERS, AND WATER MAINS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. ALL WATER SERVICE / FIRE LINES ARE REQUIRED TO HAVE A 60" MINIMUM COVER OVER TOP OF PIPE. ALL WATER/SANITARY LINE CROSSINGS MUST MAINTAIN 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF PIPES PER INDIANA STATE DEPARTMENT OF HEALTH. 5. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH REQUIREMENTS. (APPLIES TO COMMERCIAL ONLY) 6. CONTRACTOR RESPONSIBLE TO INSTALL ALL UNDERGROUND CONDUIT PER UTILITY COMPANY'S SPECIFICATIONS. 7. CONTRACTOR RESPONSIBLE FOR RESTORATION TO ALL AREAS AFFECTED DURING CONSTRUCTION. REFER TO THE CITY OF LAWRENCE DPW - STANDARDS FOR RESTORATION REQ'S. 8. CONTRACTOR TO LOCATE ALL EXISTING UTLITIES AT ANY PROPOSED CROSSING AND PROVIDE EXISTING TOP OF PIPE ELEVATIONS WITHIN 10 DAYS OF NOTICE TO PROCEED. PROVIDE CONCRETE CRADLE AS REQUIRED FOR ANY VERTICAL SEPARATION LESS THAN 18 INCHES. CATV: Brighthouse Networks Jason Kirkman (317) 632-9077 x291 jason.kirkman@mybright house.com Telephone: AT&T Steve Krebs (317) 252-4275 SK4986@att.com Fire Service: Office of Fire Chief, Fire Station #1 Gary Hoyt Two Civic Square Carmel, IN 46032 (317) 571-2600 cellison@carmel.in.g ov UTILITY CONTACTS Natural Gas: Vectren Energy Joanie Clark (317) 776-5532 jlclark@Vectren.com Wastewater & Water: Carmel City Utilities John Duffy 760 Third Avenue SW Carmel, IN 46032 (317) 632-9077 Drainage: Carmel Engineering Gary Duncan or John Thomas 1 Civic Square Carmel, IN 46032 (317) 571-2441 gduncan@carmel.in.gov Streets: Carmel Street Department Dave Klingensmith 3400 West 131st Street Westfield, IN 46074 (317) 733-2001 Electric: Duke Energy Shirley Hunter 16475 Southpark Dr. Westfield, IN 46074 (317) 896-6721 shirley.hunter@duke-energy.com G E EXISTING CONDITIONS NOTE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. FIRE PROTECTION NOTES Prior to the Issuance of any Building Permits the stone base layers for all Streets, Drives and Parking Lots to be installed and all Water Mains and Hydrants for the Site Development must be installed per Approved Specifications and made Serviceable. Prior to issuance of any building permits the stone sub-base shall be graded and compacted in compliance with fire department specifications. A proof roll shall be witnessed by the fire department or their designee. The Carmel Fire Department shall be notified 24 hours prior to the inspection. 317-571-2600. ENGINEER: OWNER/DEVELOPER: SURVEYOR: ARCHITECT: UTILITY VALVE/CASTING NOTE IRRIGATION NOTE L FDC PIV B.O.A IS TEMPORARY ONLY TO BE USED FOR TESTING/SAMPLES & WILL NEED TO BE ABANDONED WHEN TIE OVER TO NEW MAIN HAPPENS BOA SITE LIGHTING NOTE DRIVEWAY GRADING & UTILITY NOTE CONTRACTOR TO VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITIES ALONG EQUALITY BLVD. PRIOR TO COMMENCING CONSTRUCTION. PROPOSED DRIVEWAY CUTS MAY REQUIRE EXISTING UTILITY FACILITIES TO BE LOWERED AND/OR RELOCATED IN ORDER TO MAINTAIN MINIMUM STANDARDS OF COVER / VERTICAL SEPARATION, INCLUDING WATER, GAS, POWER, AND TELECOM. DS EXISTING UTILITIES NOTES REFER TO THE 'EXISTING CONDITIONS & DEMOLITION PLAN' FOR INFORMATION ON WHICH UTILITIES TO REMOVE AND/OR RELOCATE PRIOR TO COMMENCING WITH ANY NEW CONSTRUCTION. GAS SERVICE - TO BE DETERMINED BY VECTREN. RELOCATION NOT SHOWN PENDING AN 811 LOCATE. TELECOM SERVICE - RELOCATION NOT SHOWN PENDING AN 811 LOCATE. E SE HY1 L1 4 4 C6.0.Street Plan & Profile.pdf 24X36 Equality Blvd. 25' R8' R5' R25' R20' R5' 24' 8' 32.7' 23' 2% MAX 2% MAX 8' 30' 7 6 3 CB 7 CB CB CB CB CB DC CB CB DC CB CB CB DC CB CB CB DCDC DC DC DC DC DCDC D D H D D D D C C D D A A A J F EXISTING BICYCLE RACKS (QTY. 2, 4 SPACES) PROPOSED SOUTH R/W OF EQUALITY BLVD. TEMPORARY END OF PAVEMENT CONSTRUCTION BY OTHERS PROPOSED NORTH R/W OF EQUALITY BLVD. 34' Equality Blvd. 2% MAX 2% MAX 30' EQUALITY BLVD. PROFILE PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C6.0 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. STREET PLAN & PROFILE EQUALITY BOULEVARD EXTENSION THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 REVISION RECORD 06/22/2018 TOPOGRAPHIC & BOUNDARY NOTE UTILITY LOCATE NOTE LEGEND: PLAN NOTES: A H D C CB DC SIDEWALK NOTE ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD CITY OF CARMEL DETAILS. CARMEL ENGINEERING DEPT. NOTE 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 OF 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. STREET PLAN ALL INFRASTRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL GOVERNING AUTHORITY'S CONSTRUCTION STANDARDS. INFRASTRUCTURE NOTE NOTE DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C9.0 FOR SPECIFICATIONS. GENERAL NOTES 18 " OF VERTICAL SEPARATION MUST BE MAINTAINED FOR ALL UTILITY CROSSINGS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 ALL PAVING IS TO BE DONE DURING ONE PAVING SEASON. PAVING NOTE REVISION RECORD C7.0.General Details.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C7.0.GD 24X36 (1) C7.1.General Details.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C7.1.GD 24X36 (1) C9.0.Specifications.pdf Layout1 06/22/2018 REVISION RECORD ¶ ¶ ¶ PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C9.0 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. SPECIFICATIONS THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 L1.0.Landscape Plan.pdf 24X36 F.F.E. = 755.70 (NAVD 88 DATUM) Equality Blvd. Community Drive A/C A/C E G E PROPOSED GYM & LEARNING CENTER 13,000± S.F. F.F.E. = 755.70 (NAVD 88 DATUM) F.F.E. = 755.70 (NAVD 88 DATUM) EXISTING SCHOOL BUILDING E EXISTING LANDSCAPING PS PS PSPS PS PS PS PS PS PS PS PS PS PS PS PS EXISTING LANDSCAPING EXISTING LANDSCAPING EXISTING LANDSCAPING EXISTING LANDSCAPING 5' PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 L1.0 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. LANDSCAPE PLAN THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 REVISION RECORD 06/22/2018 CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. TOPOGRAPHIC & BOUNDARY NOTE UTILITY LOCATE NOTE LEGEND: Myrica pennslyvanica Northern Bayberry (Qty. 10-EX) (Min. 18" Height) Physocarpus capitus Diablo Ninebark (Qty. 8-NEW, 10-EX) (Min. 18" Height) Juniperus Chinesis 'Kallays Compact' Kallay Pfitzer Juniper (Qty. 6-EX) - (Min. 18" Height) Boxus x Koreana 'Green Velvet' Green Velvet Boxwood (Qty. 3-EX) - (Min. 18" Height) Spirea japonica 'Shibori' Peppermint Stick Spirea (Qty. 12-EX) - (Min. 18" Height) BUILDING PERIMETER = 450' (275' EXISTING, 175' NEW) (NEW & EXISTING BLDG. LINEAR FEET ALONG R/W) TWO (2) SHADE TREES, ONE (1) ORNAMENTAL TREE & NINE (9) SHRUBS PER 100 LINEAR FEET. ORNAMENTAL TREES PROVIDED / REQUIRED = 5 / 5 SHADE TREES PROVIDED / REQUIRED = 9 / 9 SHRUBS PROVIDED / REQUIRED = 58 / 41 Amelanchier x grandiflora 'Autumn Brilliance - Autumn Brilliance Serviceberry (Qty. 2-NEW, 3 EX) (Min. 1.5" Caliper 6" Above Ground & 6' Height) Liriodendron tulipifera - Tuliptree (Qty. 2-NEW, 2-EX) (Min. 2.5" Caliper 6" Above Ground & 8' Height) BUILDING BASE LANDSCAPING Glenditsia triacanthos - Thornless Honey Locust (Qty. 2-NEW, 3-EX) (Min. 2.5" Caliper 6" Above Ground & 8' Height) Myrica pennslyvanica Northern Bayberry (Qty. 28) (Min. 18" Height) Physocarpus capitus Diablo Ninebark (Qty. 30) (Min. 18" Height) Viburnum rhytidophyllum Leatherleaf Viburnum (Qty. 9-NEW, ) - (Min. 18" Height) Boxus x Koreana 'Green Velvet' Green Velvet Boxwood (Qty. 27) - (Min. 18" Height) Spirea japonica 'Shibori' Peppermint Stick Spirea (Qty. 27) - (Min. 18" Height) INTERIOR: ONE (1) SHADE TREE PER NINE (9) PARKING SPACES. FORTY-NINE (49) PARKING SPACES PROVIDED REQUIRES FIVE (6) SHADE TREES. PERIMETER: FOUR (4) SHADE TREES & TWENTY-FIVE (25) SHRUBS PER 100 LINEAR FEET. FIVE-HUNDRED (405) LINEAR FEET REQUIRES (17) SHADE TREES & (102) SHRUBS. SHADE TREES PROVIDED / REQUIRED = 23 / 23 SHRUBS PROVIDED / REQUIRED = 102 / 102 Zelkova serrata 'Green Vase' - Japanese Zelkova (Qty. 6) (Min. 2.5" Caliper 6" Above Ground & 8' Height) Liriodendron tulipifera - Tuliptree (Qty. 6) (Min. 2.5" Caliper 6" Above Ground & 8' Height) PARKING LOT LANDSCAPING Gymnoclanus dioica - Kentucky Coffeetree (Qty. 7) (Min. 2.5" Caliper 6" Above Ground & 8' Height) Glenditsia triacanthos - Thornless Honey Locust (Qty. 8) (Min. 2.5" Caliper 6" Above Ground & 8' Height) IRRIGATION NOTE STREETSCAPE OF EQUALITY BLVD. TO BE CONSTRUCTED BY PLATINUM PROPERTIES EQUALITY BLVD. STREETSCAPE Glenditsia triacanthos var. inermis 'Skycole' Skyline Honeylocust (Qty. 4) (Min. 2" Caliper 6" Above Ground & 8' Height) PS Lighting Plan.pdf Layout F.F.E. = 755.70 (NAVD 88 DATUM) N 00°00'00" W 234.67' N 90°00'00" W 376.00' S 03°04'59" E 243.00' N 90°00'00" E 214.95' A/C A/C E G E PROPOSED GYM & LEARNING CENTER 13,000± S.F. F.F.E. = 755.70 (NAVD 88 DATUM) F.F.E. = 755.70 (NAVD 88 DATUM) N 86°54'50" E 148.20' 2% MAX 2% MAX EXISTING SCHOOL BUILDING E Proposed Gate S4-IL MH: 25 S4 MH: 25 S4 MH: 25 0.0 0.1 0.1 0.2 0.3 0.6 0.9 1.5 1.5 0.9 0.5 0.1 0.1 0.2 0.4 0.7 1.2 2.0 2.6 2.5 2.1 2.4 1.6 0.1 0.2 0.4 1.0 1.9 2.2 2.6 2.8 2.8 2.6 2.4 1.9 0.2 0.5 1.0 1.5 2.8 2.5 0.3 1.1 2.3 2.6 3.1 2.6 0.4 1.1 2.6 2.7 3.1 2.6 0.3 0.7 1.5 2.2 3.6 2.8 0.3 0.6 0.9 2.2 3.9 3.1 0.3 0.7 1.3 2.1 3.6 2.8 0.4 1.1 2.5 2.6 3.1 2.4 0.3 1.1 2.5 2.6 2.9 2.2 0.3 0.6 1.1 1.6 2.7 1.9 0.1 0.3 0.4 1.1 1.9 1.5 0.1 0.1 0.2 0.4 0.8 0.8 0.0 0.0 0.1 0.1 0.2 0.2 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.0 Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens LLF Lum. Watts Description 2 S4 SINGLE 18858 0.900 154.1 XALM-FT-LED-SS-40 1 S4-IL SINGLE 14362 0.900 154.1 XALM-FT-LED-SS-40-IL Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking Lot Illuminance Fc 1.40 3.9 0.0 N.A. N.A. Property Line Illuminance Fc 0.05 0.4 0.0 N.A. N.A. SHEETSOF DRAWN BY: ISSUE DATE SHEET SIZE STAMP REVISIONS NO CB13435-SITE-4 DRAWING NUMBER: 5855 KOPETSKY DR | INDIANAPOLIS, IN 46217 317-780-8350 | WWW.CBMCINC.COM BYDATE SCALE:Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps, and other variable field conditions. THE INFORMATION CONTAINED IN THIS DOCUMENT IS PROPRIETARY TO CBMC LIGHTING SOLUTIONS. THIS DOCUMENT IS PREPARED FOR A SPECIFIC SITE AND INCORPORATES CALCULATIONS BASED ON DATA AVAILABLE FROM THE CLIENT AT THIS TIME. BY ACCEPTING AND USING THIS DOCUMENT, THE RECIPIENT AGREES TO PROTECT ITS CONTENTS FROM FURTHER DISSEMINATION, (OTHER THAN THAT WITHIN THE ORGANIZATION NECESSARY TO EVALUATE SUCH SPECIFICATION) WITHOUT THE WRITTEN PERMISSION OF CBMC LIGHTING SOLUTIONS. THE CONTENTS OF THIS DOCUMENT ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF CBMC LIGHTING SOLUTIONS. Copyright © 2018 CBMC Lighting Solutions All rights reserved. PHOTOMETRIC NOTES MOUNTING HEIGHT 25' LIGHT LOSS FACTOR 0.90 REFLECTANCES -FOOTCANDLES CALCULATED AT @ GRADE SJM 8/16/18 ARCH Full Bleed D (24.00 X 36.00 Inches) 1" = 20' -SITE LAYOUT Play School at Legacy Sport Court - Exp ** Site Photometric ** Plan is a CBMC Standard and must contact Matt Earles or Rose Simpson @ CBMC for pricing. Tel. 317-780-8350 Survey.pdf S:\Projects\B37625\dwg\TPS005.Topo 04.03.18.dwg Layout1 (1) TPS007.C0.0.Title Sheet.pdf Carmel Eng TS SITE THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CIVIL CONSTRUCTION PLANS PROJECT DEVELOPER: CARMEL, INDIANA 46033 C0.0 VICINITY MAP SHEET OF PROJECT NUMBER DRAWING NUMBER TPS.007 PROJECT VICINITY 160 W. Carmel Drive, Suite 240 Carmel, Indiana 46032 Phone: (317) 810-1677 Fax: (317) 810-1679 GROUP, INC 06/22/2018 THE PLAY SCHOOL at LEGACY 15575 STONY CREEK WAY NOBLESVILLE, INDIANA 46060 SURVEYOR: CONSTRUCTION PLAN INDEX LAND DESCRIPTION A PART OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIAN, BEING MORE PARTICULARLY DESCRIBED AS BELOW: COMMENCING AT THE NORTHEAST CORNER OF SAID QUARTER SECTION; THENCE NORTH 89 DEGREES 03 MINUTES 27 SECONDS WEST ALONG THE NORTH LINE OF SAID QUARTER SECTION A DISTANCE OF 715.41 FEET TO THE PROLONGED WESTERLY RIGHT-OF-WAY LINE OF COMMUNITY DRIVE RECORDED AS INSTR NO: 2008-43636 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WEST 92.83 FEET ALONG SAID PROLONGED RIGHT-OF-WAY LINE TO A POINT ON THE SOUTHERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF 146TH STREET; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF COMMUNITY DRIVE BY THE NEXT SEVEN (7) COURSES: 1) SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WEST 223.06 FEET TO A POINT OF TANGENCY OF A CURVE CONCAVE WESTERLY, THE RADIUS POINT OF SAID CURVE BEING NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 455.50 FEET: 2) ALONG SAID CURVE 34.64 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEGINNING SOUTH 85 DEGREES 38 MINUTES 33 SECONDS EAST 455.50 FEET; 3) SOUTH 04 DEGREES 21 MINUTES 27 SECONDS WEST 242.38 FEET TO THE POINT OF TANGENCY OF A CURVE CONCAVE EASTERLY, THE RADIUS POINT OF SAID CURVE BEING SOUTH 85 DEGREES 38 MINUTES 33 SECONDS EAST 544.50 FEET; 5) SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 88.34 FEET TO A POINT OF TANGENCY OF A CURVE CONCAVE EASTERLY, THE RADIUS POINT OF SAID CURVE BEING NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 544.50 FEET; 6) ALONG SAID CURVE 29.30 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEGINNING SOUTH 85 DEGREES 38 MINUTES 33 SECONDS EAST 544.50 FEET; 7) SOUTH 03 DEGREES 04 MINUTES 59 SECONDS EAST 195.88 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 03 DEGREES 04 MINUTES 59 SECONDS EAST 243.00 FEET ALONG SAID WESTERLY RIGHT-OF-WAY LINE; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 376.00 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 234.67 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECOND EAST 214.95 FEET; THENCE NORTH 86 DEGREES 54 MINUTES 50 SECONDS EAST 148.20 FEET TO SAID WESTERLY RIGHT-OF-WAY LINE AND THE PLACE OF BEGINNING, CONTAINING 2.00 ACRES MORE OR LESS. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S REVISION RECORD DEVELOPMENT SUMMARY PROPOSED USE: SCHOOL GYMNASIUM & STEM LEARNING FACILITY TOTAL SITE AREA = 2.01± Ac. TOTAL DISTURBED AREA = 72,311± SF = 1.7± Ac PROPOSED TOTAL BUILDING COVERAGE RATIO = 39% OF SITE AREA PROPOSED IMPERVIOUS AREA SITE INCREASE = 26,400± S.F. CURRENT ZONING = PUD - THE LEGACY SETBACK DISTANCES (PROPOSED) BUILDING SETBACK DISTANCES (REQ'D) FRONT = 0' FRONT = 15' (MAX.) REAR = 9.4' (EX. BLDG.) REAR = 5' (MIN.) SIDE = 15' (EX. BLDG.) SIDE = 0' (MIN.) ANTICIPATED CONSTRUCTION START/COMPLETION DATE SEPTEMBER 3, 2018 / OCTOBER, 2019 TOTAL PARKING SPACES = 91 (INCLUDES STREET PARKING SPACES) EXISTING RIGHT-OF-WAY NOTE DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. OPERATING AUTHORITY CITY OF CARMEL DEPT. OF ENGINEERING ONE CIVIC SQUARE CARMEL, INDIANA 46032 PHONE: 317-571-2441 FAX: 317-571-2439 CARMEL ENGINEERING DEPT. NOTE 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 OF 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. BENCHMARK ENGINEER: TPS007.C1.0.Demolition Plan.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C1.0.DP 24X36 (1) TPS007.C2.0.Site Plan.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C2.0.SP 24X36 (1) TPS007.C3.0.Grading Plan.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C3.0.GP 24X36 (1) TPS007.C3.1.Storm Sewer Plan & Profiles.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C3.1.STMPP 24X36 (1) TPS007.C4.0.SWPP Plan.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C4.0.SWPPP 24X36 (1) TPS007.C4.1.SWPP Details.pdf Layout1 06/22/2018 PERMANENT SEEDING DATES TEMPORARY SEEDING DATES LAWNS AND HIGH MAINTENANCE AREAS STEEP BANKS AND CUTS SEED TOLERANCE CHART LEVEL AND SLOPING, OPEN AREAS SEED TOLERANCE TEMPORARY SEEDINGS SEEDING DETAIL TEMPORARY CONSTRUCTION ENTRANCE FERTILIZER NOTE SILT FENCE CONSTRUCTION JOINT DETAIL EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS SILT FENCE MAINTENANCE REQUIREMENTS: EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: EROSION CONTROL SCHEDULE MAINTENANCEEROSION CONTROL MEASURE INSTALLATION SEQUENCE ROCK CHECK DAM MAINTENANCE REQUIREMENTS: PROTECTION SILT FENCE INLET EROSION BLANKET INSATLLATION PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C4.1 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. STORMWATER POLLUTION PREVENTION DETAILS THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 REVISION RECORD1 1 2 2 3 3 4 4 A A B B C C D D SHEET 1 OF 1 DWG NOSIZE SCALE REV TYPICAL RECTANGULAR INLET FILTER COMBINATION INLET FILTER FOR CURB HOODS TYPICAL ROUND INLET FILTER STAINLESS STEEL ROUND INLET FILTERS for NYLOPLAST CASTINGS CATCH-ITS SPECIFIED W/ FX or FX-S BAGS IPP Flexstorm SpecificationsC A CONCRETE WASHOUT BMP PLAN SECTION B-B ROCK CHECK DAM TPS007.C4.2.SWPP Notes.pdf Layout1 OcA OcA OcA OcA OcA OcA OcA OcA Equality Blvd. Community Drive The project proposes a new gymnasium and STEM learning building to the existing developed Legacy property located at the southwest corner of the Community Drive and Equality Blvd. intersection. In addition there will be a new parking lot to the west of the new Play School gymnasium and STEM building and Equality Blvd. will be extended to provide access to the drive into the property. This project is located on the West side of Community Drive in Hamilton County, Indiana. The proposed construction activity associated with the new building, parking lot, adding landscaping around the building/property, and adding stormwater infrastructure will be disturbing approximately 1.7 acres ±. The proposed improvements will consist of installing asphalt pavement, curbs, light poles and drainage infrastructure tying into an existing stormwater detention facility located just south of The Play School at Legacy property. Storm water drainage patterns from the proposed construction activity associated with the new Play School Gym and STEM building, addition of parking spaces / adding landscaping to the existing land area, and extending Equality Blvd. will remain as they currently exist today with sheet flow collected on-site via the proposed storm sewer catch basins and existing detention pond. Storm water runoff from the proposed construction activity associated with the new parking lot to the West of the proposed building will be collected via storm water catch basins with sub-surface storm sewer pipes routed to the existing storm water detention facility located just south of the property. 06/22/2018 PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C4.2 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. STORMWATER POLLUTION PREVENTION NOTES THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 1. Ockley Silt Loam (OcA): The Ockley series consists of very deep, well drained soils that are deep or very deep to calcareous, stratified sandy and gravelly outwash. The Ockley soils formed in as much as 51 cm (20 inches) of loess or silty material and in the underlying loamy outwash. They are commonly on stream terraces and outwash plains, and less commonly on kame moraines and eskers. Slope ranges from 0 to 30 percent. Well drained. The potential for surface runoff is negligible to high depending on slope. Saturated hydraulic conductivity is moderately high in the solum and very high in the underlying material. Permeability is moderate in the solum and very rapid in the underlying material. The soils pose no structural limitations to the construction other than seasonal moisture content that can be controlled with soil modification treatments (lime or fly ash). REVISION RECORD TPS007.C5.0.Utility Plan.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C5.0.UP 24X36 (1) TPS007.C6.0.Street Plan & Profile.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C6.0.STPP 24X36 (1) TPS007.C7.0.General Details.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C7.0.GD 24X36 (1) TPS007.C7.1.General Details.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.C7.1.GD 24X36 (1) TPS007.C9.0.Specifications.pdf Layout1 06/22/2018 REVISION RECORD ¶ ¶ ¶ PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DATE: DWN BY: CHKD. BY: CIVIL SITE GROUP, INC. GROUP, INC. P R O F E S S I O N A L E N G I N E E R I N D I A N A PE10910647 STATE OF oN R E G I S T E R E D B R I A N S C R O S S TPS.007 C9.0 NOBLESVILLE, INDIANA 46060 15575 STONY CREEK WAY THE PLAY SCHOOL at LEGACY, INC. SPECIFICATIONS THE PLAY SCHOOL at LEGACY SPORT COURT 14454 COMMUNITY DRIVE CARMEL, INDIANA 46033 TPS007.L1.0.Landscape Plan.pdf P:\TPS.007 - Sports Court at Legacy\Plan Set\TPS007.L1.0.LP 24X36 (1) TPS007.Survey.pdf S:\Projects\B37625\dwg\TPS005.Topo 04.03.18.dwg Layout1 (1)