HomeMy WebLinkAboutC610 - Site Utility Plan - SOUTH - SU1.1REF.23'-8 5/8"26'-6 3/8"23'-8 5/8"28'-0 3/8"20'-8"32'-7 5/8"20'-8"175'-11 5/8"76'-0"26'-0"76'-0"52'-8"
31'-10"18'-9 5/8"SMOKEY ROW ROAD / E 136TH STREETTBM#2 = 809.81SMOKEY ROW ROAD / E 136TH STREETPROPERTY LINEFDCFDCFDCFDCFDCFDCFDC63' of 12" RCP @ 0.32%21' of 12" RCP @ 0.32%31' of 12" RCP @ 0.32%65' of 24" RCP @ 0.48%65' of 36" RCP @ 0.15%237' of 36" RCP @ 0.15%17' of 12" RCP @ 0.32%40' of 24" RCP @ 0.20%90' of 18" RCP @ 0.30%83' of 18" RCP @ 0.45%14' of 24" RCP @ 0.40%55448761011212121239121212121313131414141416161515171711CONNECT TOEXISTING LINE181INV. 803.752020202020ST-208RIM. = 808.89'INV. 798.55 (W)INV. 798.55 (E)ST-204RIM. = 806.51'INV. 801.96 (NW)INV. 798.96 (E)INV. 799.34 (W)INV. 799.01 (N)ST-207RIM. = 806.45'INV. 798.65 (W)INV. 798.65 (E)INV. 799.10 (NW)ST-206RIM. = 806.25'INV. 802.18 (W)INV. 799.18 (SE)INV. 799.28 (NE)ST-202RIM. = 806.11'INV. 802.13 (W)INV. 802.13 (E)ST-303RIM. = 806.08'INV. 801.14 (W)INV. 801.14 (E)INV. 801.04 (N)ST-201RIM. = 806.06'INV. 802.33 (E)ST-203RIM. = 805.99'INV. 802.06 (W)INV. 802.06 (SE)ST-205RIM. = 805.98'INV. 802.23 (E)ST-304RIM. = 805.92'INV. 800.99 (S)INV. 800.44 (E)ST-302RIM. = 805.64'INV. 801.52 (W)ST-301RIM. = 805.63'INV. 801.41 (E)309003060INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SU1.1SITE UTILITY PLAN - SOUTHSOUTH ENTRANCE BUILDINGFFE = 806.75SOUTH ENTRANCE BUILDINGFFE = 806.751.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESUTILITY LEGENDNEW STORM SEWER LINENEW FIRE PROTECTION LINENEW SANITARY LATERAL LINENEW WATER LINEEXISTING STORM LINEEXISTING WATER LINEEXISTING SANITARY LINEEXISTING ELECTRICAL LINENEW FIRE HYDRANTNEW FIRE DEPARTMENT CONNECTIONAPPROXIMATE LIMITS OF CONSTRUCTION COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No. UTILITY KEYNOTES1.PROPOSED SANITARY CLEANOUT2.PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE3.NEW 6" SANITARY LATERAL INVERT = 803.05. CORE DRILL ANDCONNECT TO EXISTING MANHOLE4.PROPOSED CONNECTION TO EXISTING WATER LINE5.PROPOSED 8" PVC WATER LINE6.PROPOSED 3" DOMESTIC WATER SERVICE LINE7.PROPOSED 4" FIRE PROTECTION LINE8.PROPOSED FIRE DEPARTMENT CONNECTION9.PROPOSED POST INDICATOR VALVE10.PROPOSED GAS METER LOCATION11.PROPOSED GAS LINE PER GAS COMPANY. COORDINATE ROUTE ANDSIZE WITH GAS COMPANY.12.PROPOSED STORM CLEANOUT13.NEW 8" HDPE ROOF DRAIN @ 1.00% MIN. SLOPE14.PROPOSED STORM TRENCH DRAIN15.NEW 6" HDPE @ 1.00% MIN. SLOPE16.NEW 8" HDPE @ 1.00% MIN. SLOPE17.MODIFY EXISTING STRUCTURE TO MEET PROPOSED FINISH GRADE.REPLACE CASTING WITH NEW NEENAH R-3472. CORE DRILL ANDCONNECT NEW ROOF DRAIN.18.MODIFY EXISTING STRUCTURE TO MEET PROPOSED FINISH GRADE.REPLACE CASTING WITH NEW NEENAH R-1772. CORE DRILL ANDCONNECT NEW HDPE PIPE FROM TRENCH DRAIN.19.OFF-LINE AQUA-SWIRL XC-12 BMP STRUCTURE20.PROPOSED PAVEMENT UNDERDRAIN21.RELOCATE PORTION OF EXISTING WATER LINE TO ACHIEVE AMININUM SEPERATION OF 18" FROM PROPOSED STORM PIPE22.ADJUST TOP OF ELECTRICAL MANHOLE CASTING TO 804.65. ADDRISER TO TOP OF EXISTING CONCRETE VAULT AS REQUIRED.SEE SITE UTILITY PLAN - SOUTHEAST - SU1.4
SEE SITE UTILITY PLAN - WEST - SU1.6 (NOT IN PROJECT)SEE SITE UTILITY PLAN - CENTER - SU1.2 (NOT IN PROJECT)1REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023