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Home My WebLink AboutCity of Carmel Project No 16-ENG-22 - Midtown Plaza_Plans 20180501HAMILTON CO. C L A Y 2627 25 30 31363534 6123 19242322 29 32 5 20 U. S. 31Guilford Rd.Keystone Pkwy.City Center Dr. Main St. E 116th St. Carmel Dr. U. S. 3 1 Main St.Keystone Pkwy.CERTIFIED BY:DATE PROJECT NO. 16-ENG-22 - MONON BLVD PHASE 1B - MIDTOWN PLAZACITY OF CARMEL MONON BOULDEVARD PHASE IB PROJECT NO. 16-ENG-22 HONORABLE JAMES BRAINARD, MAYOR Know what's below. before you dig.Call R APPROVED BY:DATE CITY ENGINEER FINAL PLANS MARCH 26,2018 DIRECTORY PATH: P:\1436 Monon Trail Urban Section\dwg\CD\sheets\Phase 1BFILENAME: 1436 Cover Sheet.dwgDATE/USER: 4/2/2018 9:58 AM / LwehlerBRIGHT HOUSE 3030 Roosevelt Ave. Indianapolis, IN 46218 Contact: Jason Kirkman Ph: (317) 632-9077 jason.kirkman@mybrightouse.com AT&T 204 N. Meridian St. Indianapolis, IN 46204 Contact: Jeff Rice Ph: (317) 610-5438 jr2647@att.com CARMEL STREET DEPARTMENT 3400 W. Main St. Carmel, IN 46074 Contact: James Bentley Ph: (317) 691-6725 jbentley@carmel.in.gov CARMEL UTILITIES (WATER) 3950 W. 131st St. Carmel, IN 46074 Contact: Steve Cook Ph: (317) 733-2849 scook@carmel.in.gov FIRST MILE 750 Liberty Dr. Westfield, IN 46074 Contact: Jeff Lacer Ph: (317) 569-2800 ZAYO BANDWIDTH 5200 E. 64th St. Indianapolis, IN 46220 Contact: Ken Arrendale Ph: (765) 506-0933 ken.arrendale@zayo.com VECTREN 16000 Allisonville Road PO Box 1700 Noblesville, IN 46061 Contact: Brian Harger Ph: (317) 776-5534 bharger@vectren.com CARMEL CLAY COMMUNICATIONS 31 1st Ave. NW Carmel, IN 46032 Contact: Todd Luckoski Ph: (317) 571-2590 tluckoski@carmel.in.gov DUKE ENERGY (Distribution) 100 S. Mill Creek Road Noblesville, IN 46062 Contact: Brynn Streeter Ph: (317) 703-0681 brynn.streeter@duke-energy.com LEVEL 3 1025 Eldorado Blvd. Broomfield, CO 80021 Contact: Tim Boykin Ph: (720) 888-7280 WINDSTREAM 5020 Smythe Dr. Evansville, IN 47715 Contact: Jeff Taylor Ph: (309) 838-0788 UTILITIES PROJECT AREA STA. 19+65.58 "M" COMCAST 5330 E. 56th ST. Indianapolis, IN46220 Contact: Scott Evans Ph: (317) 752-6569 sevans@telecomplacement.com DUKE ENERGY (Transmission) 100 S. Mill Creek Road Noblesville, IN 46062 Contact: Jason Keenan Ph: (317) 838-1513 jason.keenan@duke-energy.com AT&T FIBER OPTIC JMC Engineers & Associates 110 N. Main Street Culver, IN 46511 Contact: Randy Retschlag Ph: (574) 344-8076 rretschlag@jmceainc.com CIVIL ENGINEER: CROSSROAD ENGINEERS, P.C. 3714 SHERMAN DRIVE BEECH GROVE, INDIANA 46107 317-780-1555 www.crossroadengineers.com CONTACT: WILLIAM HALL whall@crossroadengineers.com LANDSCAPE ARCHITECT: RUNDELL ERNSTBERGER ASSOCIATES 618 MARKET STREET INDIANAPOLIS, INDIANA 46202 317-263-0127 www.reasite.com CONTACT: PHILLIP ARDEN parden@reasite.com AUDIOVISUAL CONSTULTANT: CCS PRESENTATION SYSTEMS 51256 WASHINGTON STREET COLUMBUS, IN 47201 P 800-742-5036 www.ccsprojects.com CONTACT: TERRY BRUSH terryb@ccsprojects.com IRRIGATION: LANDTECH DESIGN 8420 ZIONSVILLE ROAD INDIANAPOLIS, INDIANA 46268 317-870-2619 www.landtechdesign.com CONTACT: JIM DAVIS jim.davis@landtechdesign.com ERLR 1L SEFSPROWI NO. A STATE OF D NIO IN LA AI N 11017 NGINE 02 EF. ER A IGEI ETS M L LA D H I I STRUCTRUAL ENGINEER: LYNCH, HARRISON, & BRUMLEVE, INC. 550 VIRGINIA AVENUE INDIANAPOLIS, IN 46203 P [317] 423.1550 F [317] 423.1551 www.lhb-eng.com CONTACT: WES HARRISON aaron@tec-mep.com ELECTRICAL & PLUMBING: THE ENGINEERING COLLABORATIVE 2410 EXECUTIVE DRIVE, SUITE 100 INDIANAPOLIS, INDIANA 46241 317-636-3941 www.tec-mep.com CONTACT: GREG HOFER greg@tec-mep.com INDEX SHEET NO.DESIGNATION COVER COVER SHEET SITE CIVIL C.1 TOPOGRAPHIC SURVEY AND DEMOLITION PLAN C.2 GRADING PLAN C.3 DRAINAGE PLAN AND EROSION CONTROL C.4 MISCELLANEOUS DETAILS SITE PLANS SD3.1 SITE LAYOUT PLAN SITE DETAILS SD3.2 - SD3.11 SITE LAYOUT DETAILS SD3.12 - SD3.19 SITE LAYOUT DETAILS - PLATFORM BENCHES SD3.20 - SD3.22 SITE LAYOUT DETAILS - SHADE STRUCTURE SD3.23 SITE LAYOUT DETAILS - UTILITY SCREEN WALL SD3.24 - SD3.28 SITE LAYOUT DETAILS - LED SCREEN WALL SITE STRUCTURAL DETAILS S1.1 - S1.4 STRUCTURAL DETAILS SITE SOIL SD5.1 SOIL PLAN SD5.2 - SD5.4 SOIL DETAILS SITE PLANTING L1.1 PLANTING PLAN L1.2 PLANTING DETAILS SITE IRRIGATION IR1.1 IRRIGATION PLAN IR1.2- IR1.4 IRRIGATION DETAILS SITE ELECTRIC E 1.1 LIGHTING PLAN E 2.1 POWER PLAN E 3.1 COMMUNICATIONS PLAN E 6.1 ELECTRICAL RISER DIAGRAMS & SCHEDULES E 7.1 ELECTRICAL DETAILS AND SYMBOLS E 7.2 ELECTRICAL RISER DIAGRAMS & SCHEDULES SITE PLUMBING P1.1 PLUMBING PLAN SITE AUDIOVISUAL AV1.1 AUDIOVISUAL PLAN AV1.2 - AV1.4 AUDIOVISUAL DETAILS SITE FURNISHINGS FFE1.1 FURNITURE, FIXTURES AND EQUIPEMENT PLAN CERTIFIED BY:DATE MIDTOWN PLAZA G4th StreetSun King Distillery 828827827 828 826 8 2 7 82682 6 82 6826827 MIDTOWN EAST BLOCK I LLC CARMEL REDEVELOPMENT AUTHORITYMIDTOWN EASTBLOCK I LLCApp PLSec. 25, T18N, R3E Clay Township Hamilton County MONON BOULEVARD NB SEE PRJ. NO. 16-ENG-101 PLANS Exist. 37.5' R/WExist. 37.5' R/WREMOVE 61 SYD OF SIDEWALK REMOVE 8 LFT OF CURB REMOVE 8 LFT OF CURB INV. N=822.87 INV. S=822.67 INV. N=821.08 INV. W=821.10 INV. S=820.84 INV. E=820.88 INV. N=820.43 AQUA-SWIRL RIM=827.28 RIM=826.69 INV. S=820.25 INV. E=? INV. N=820.25 DETENTION BASIN ACCESS RISER RIM=827.08 RIM=827.25 INV. W=822.10 INV. N=822.25 INV. E=822.40 RIM=827.70 INV. N=822.60 INV. S=822.60 RIM=827.70 INV. S=822.90 RIM=827.06 RIM=827.03 DETENTION BASIN ACCESS RISERS RIM=827.41 RIM=827.37 AQUA-SWIRL RIM=827.56 RIM=828.44 INV. W=822.54 INV. E=822.44 RIM=828.25 INV. N=823.46 INV. E=822.63 RIM=828.04 INV. S=821.61 INV. E=821.61 EXISTING STORMTRAP DETENTION BASIN TOP OF DETENTION BASIN EL=825.98 TOP OF DETENTION BASIN EL=825.93 TOP OF DETENTION BASIN EL=825.91 TOP OF DETENTION BASIN EL=825.92 TOP OF DETENTION BASIN EL=825.88 TOP OF DETENTION BASIN EL=825.93 TOP OF DETENTION BASIN EL=825.89 CONTRACTOR TO PRESERVE AND PROTECT EXISTING SIDEWALK APPROXIMATE LOCATION OR EXISTING SPECTRUM F.O. APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT APPROXIMATE LOCATION OF EXISTING CARMEL COMMUNICATION CONDUITS (2) 4" PVC APPROXIMATE LOCATION OF EXISTING PIV APPROXIMATE LOCATION OF EXISTING CARMEL COMMUNICATION CONDUITS (2) 4" PVC APPROXIMATE LOCATION OF EXISTING CARMEL COMMUNICATION HANDHOLE WATERMAIN HAS BEEN RETIRED APPROXIMATE LOCATION OF EXISTING SPECTRUM F.O. STORM SEWER AND STRUCTURES TO BE REMOVED BY OTHERS EXISTING SANITARY MAIN EXISTING SANITARY MAIN APPROXIMATE LOCATION OF EXISTING GAS APPROXIMATE LOCATION OF DUKE CONDUITS PER ALLIED BUILDING PLANS EX. ASPH. ROADWAY EX. CONC. CURB EX. CONC. WALK EX. PAVER ROADWAY EX. GRANITE FLUSH CURB EX. PERMEABLE PAVER ROADWAY AND PARKING EX. GRANITE CURB EX. ELECTRICAL TRANSFORMERS EX. CONC. CURB EX. CONC. WALK EX. PAVEMENT MARKINGS REMOVE 28 SYD OF SIDEWALK NORTH SCALE: 1" = 10' 0'5'10'20' TOPOGRAPHICAL SURVEY AND DEMOLITION PLAN CMH WFH LMC WFH 1"=10' C.1 FLOODPLAIN INFORMATION UTILITIES TOPOGRAPHICAL NOTES RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- --1436 N/A 7.25.2017 ERLR 1L S EF SPROWINO. ASTATE OF D NIO IN LA AI N 11017 NGINE 02 EF. ER A IGEI ETS M L LA D H I I DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\MONON PLAZA\PLANSFILENAME: Topo Demo.dwgDATE/USER: 4/13/2018 11:18 AM / TybennettMW UT VI TR T ST CO S EB VW G G W W E E OHU OHU S ST ooFO FO EXISTING LEGEND 2 REVISIONS: 4/13/18 - Added Existing Sidewalk to be Removed by Project. 2 GProject Limit Line4th StreetSun King Distillery Project Limit LineProject Limit Line Project Limit LineProject Limit LineProject Limit Line 827 827828827827 827 828 826 8 2 7 82682 6 82 6826826 828828 GRADEBREAKGRADEBREAKGRADEBREAKGRADE BREAKGR AD E B R EA KGRADE BREAK8288278288288 2 8 828 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- --1436 N/A 7.25.2017 ERLR 1L S EF SPROWINO. ASTATE OF D NIO IN LA AI N 11017 NGINE 02 EF. ER A IGEI ETS M L LA D H I I DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\MONON PLAZA\PLANSFILENAME: Grading Plan.dwgDATE/USER: 4/13/2018 11:02 AM / TybennettNORTH SCALE: 1" = 10' 0'5'10'20' 800 800 860.00 860.00 859.50 860.00 860.00 859.50 GRADING LEGEND GRADING NOTES GRADING PLAN CMH WFH LMC WFH 1"=10' C.2 2 REVISIONS: 4/13/18 - Revised Transformer and P-1 Cabinet Locations. 2 GProject Limit Line4th StreetSun King Distillery Project Limit LineProject Limit Line Project Limit LineProject Limit LineProject Limit Line828827827 827 828 826 8 2 7 82682 6 82 6826826828 8 2 8 828 12" NYLOPLAST DRAIN BASIN WITH 12" DOMED GRATE WITH NO SUMP RIM=827.30 INV. IN (S)=826.21 INV. IN (N)=826.21 INV. OUT (SE)=826.11 12" NYLOPLAST DRAIN BASIN WITH 12" H-10 PEDESTRAIN GRATE WITH NO SUMP RIM=827.70 INV. IN (NW)=826.02 INV. IN (N)=822.43 INV. OUT (S)=822.42 6" PVC CLEANOUT w/ PAVER TRAY (SEE REA PLANS) RIM=827.59 INV. OUT (N)=826.21 6" PVC CLEANOUT RIM=827.85 INV. OUT (S)=826.21 6"x6" WYE-FITTING INV. IN (N)=826.21 INV. IN (NW)=826.21 INV. OUT (S)=826.21 45° BEND COUPLING 20 LFT OF 8" PVC Pipe@ 0.5% SLOPE57 LFT OF 4" Perforated HDPE Underdrain Pipe 19 LFT OF 6" Perforated HDPE Underdrain Pipe 113 LFT OF 6" Perforated HDPE Underdrain PipeCONNECT 6" HDPE ACO TRENCH DRAIN OUTLET TO EXISTING STRUCTURE INSTALL 10 LFT OF ACO 4" K100 TRENCH DRAIN AND 20 LFT OF 6" PVC @ 1% INV. OUT OF TRENCH DRAIN=826.98 ADJUST CASTING TO GRADE ADJUST CASTINGS TO GRADE EXISTING 21" RCP EXISTING 21" RCP EXISTING 18" RCP EXISTING 15" RCP EXISTING 18" RCP EXISTING 15" RCP ADJUST CASTINGS TO GRADE EXISTING 18" RCP ADJUST CASTING TO GRADE ADJUST CASTING TO GRADE ADJUST CASTING TO GRADE ADJUST CASTING TO GRADE EXISTING 12" PVC EXISTING 12" PVC EXISTING 10" PVC EXISTING 21" RCP LOWER EXISTING C.O. CAP AND INSTALL EAST JORDAN MODEL 1755 CASTING OR APPROVED EQUAL AND ADJUST TO GRADE. SEE DETAIL SHEET C.4. ADJUST AQUA SWIRL RISER & CASTING TO GRADE ADJUST AQUA SWIRL RISER & CASTING TO TOP OF WALL ELEVATION. SEE DETAIL IN REA PLANS ADJUST CASTING TO GRADE SILT FENCE SILT FENCE ADJUST CASTING TO GRADE 6" PVC CLEANOUT RIM=827.95 INV. OUT (E)=826.31 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- --1436 N/A 7.25.2017 ERLR 1L S EF SPROWINO. ASTATE OF D NIO IN LA AI N 11017 NGINE 02 EF. ER A IGEI ETS M L LA D H I I DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\MONON PLAZA\PLANSFILENAME: Drainage Plan.dwgDATE/USER: 4/13/2018 11:17 AM / TybennettNORTH SCALE: 1" = 10' 0'5'10'20' DRAINAGE PLAN & EROSION CONTROL CMH WFH LMC WFH 1"=10' C.3 UTILITIES NOTES ∅ ∅ 2 REVISIONS: 4/13/18 - Revised Transformer and P-1 Cabinet Locations. 2 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- --1436 N/A 7.25.2017 ERLR 1L S EF SPROWINO. ASTATE OF D NIO IN LA AI N 11017 NGINE 02 EF. ER A IGEI ETS M L LA D H I I DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\MONON PLAZA\PLANSFILENAME: MISCELLANEOUS DETAILS.dwgDATE/USER: 3/30/2018 11:46 AM / TybennettMISCELLANEOUS DETAILS CMH WFH LMC WFH NTS C.4 SECTION A-A AA PLAN VIEW CONCRETE WASHOUT DETAIL FABRIC DROP INLET PROTECTION DETAIL SECTION A-ATRENCH DETAIL FRAME DETAIL AA CLEANOUT DETAIL A PART #GRATE OPTIONS NYLOPLAST DRAIN BASIN TRENCH DRAIN: LONGITUDINAL CROSS SECTION SILTSACK CATCH BASIN FILTER DETAIL ® ATTACHING TWO SILT FENCESSILT FENCE DETAIL N=722081.9270 E=8396.4586 N=722115.9270 E=8395.9342 N=722081.9314 E=8478.4683 N=722115.9313 E=8477.9439 N=722265.2804 E=8348.1250 N=722139.3178 E=8350.0703 N=722204.6475 E=8349.0602 N=722205.6038 E=8411.0529 N=722206.3595 E=8460.0470 N=722154.6845 E=8481.5165 N=722193.3466 E=8480.9202 N=722135.7407 E=8420.4649 N=722129.8647 E=8428.5564 N=722135.9874 E=8436.4629 N=722130.1115 E=8444.5545 N=722136.2342 E=8452.4610 N=722200.4595 E=8380.1285 N=722196.6451 E=8392.1888 N=722200.8297 E=8404.1257 N=722158.9013 E=8455.1447 N=722168.8194 E=8454.9588 N=722178.3993 E=8454.8110 N=722188.0451 E=8454.6622 N=722197.8018 E=8467.1799 N=722201.9864 E=8479.1168 N=722140.4839 E=8425.3923 N=722140.8232 E=8447.3896 N=722205.8094 E=8424.3846 N=722206.1487 E=8446.3820 N=722131.6370 E=8413.7777 N=722132.3439 E=8459.6049 N=722209.3632 E=8400.8270 N=722210.4325 E=8470.1521 LEGEND AND COORDINATE TABLE LABEL ITEM NORTH EAST NOTES Shade Structure, A - -SD3.20-SD3.22 Shade Structure, B - -SD3.20-SD3.22 LED Screen Wall - -SD3.24-SD3.27 Utility Screen Wall - -SD3.23 Platform Bench, Type A - -SD3.12-SD3.15 Platform Bench, Type B - -SD3.12-SD3.15 Platform Bench, Type C - -SD3.12-SD3.15 Platform Bench, Type D - -SD3.12-SD3.15 Fire pit --Detail 3, SD3.6 Sidewalk, Concrete - -Detail 2, SD3.4 Curb, Concrete - - Sidewalk, Concrete, 6 in - -Detail 3, SD3.4 Luminaire, Type S1 Refer to Elec Plans Luminaire, Type S1 Luminaire, Type S1 Luminaire, Type S1 Luminaire, Type S1 Luminaire, Type S4 Refer to Elec Plans Luminaire, Type S4 Luminaire, Type S5 Refer to Elec Plans Luminaire, Type S5 Luminaire, Type S6 Refer to Elec Plans Luminaire, Type S6 Luminaire, Type S7 Refer to Elec Plans Luminaire, Type S8 Refer to Elec Plans Luminaire, Type S9 Refer to Elec Plans Charging Station Detail 4, SD3.9 Charging Station Charging Station Charging Station Electrical Cabinet / Service Point Refer to Elec Plans Tree Grate, Type 1 Detail 1, SD3.4 Tree Grate, Type 3 Detail 2, SD3.4 Umbrella Base, Type 1 Detail 2a, SD3.8 Umbrella Base, Type 1 Umbrella Base, Type 1 Umbrella Base, Type 1 Umbrella Base, Type 1 Umbrella Base, Type 2 Detail 2b, SD3.8 Umbrella Base, Type 2 Umbrella Base, Type 2 Umbrella Base, Type 2 Umbrella Base, Type 2 Umbrella Base, Type 2 Umbrella Base, Type 2 Umbrella Base, Type 2 Umbrella Base, Type 2 Umbrella Base, Type 3 Detail 2c, SD3.8 Umbrella Base, Type 3 Umbrella Base, Type 3 Umbrella Base, Type 3 Bike Rack Detail 3, SD3.8 Planting Bed, at Grade Refer to Soil and Landscape Plan Suspended Pavement Assembly SD5.3 & SD5.4 Planting Bed, Raised Refer to Soil and Landscape Plan Lawn Refer to Soil and Landscape Plan Pavers, Type 2. (non permeable) Detail 4, SD3.4 Pavers, Type 3. (granite)Detail 5, SD3.4 Pavers, Type 4. (granite-gauged) Detail 5, SD3.4 Pavers, Type 5. (granite ADA) Detail 5, SD3.4 Pavers, Type 6. (granite)Detail 5, SD3.4 Pavers, Type 7. (ADA)Detail 6, SD3.4 Pavers, Type 9. (2" asphalt)Detail 7, SD3.4 Pavers, Bike Symbol Detail 3, SD3.3 Pavement, Stabilized Decomposed Granite Detail 8, SD3.4 Paver Tray, Type 1 Detail 6, SD3.3 Paver Tray, Type 2 Detail 6, SD3.3 A1a A2 A3 A4a A4b A4c A4d C1 C7 C10 E1 E1 E1 E1 E1 E4 E4 E5 E5 E6 E6 E7 E8 E9 E10 E10 E10 E10 F1 F3 F7 L1 L2 L3 L4 F5 F4 F4 F4 F4 F4 F5 F5 F5 F5 F5 F5 F5 F5 F6 F6 F6 F6 P2 P3 P4 P5 P6 P7 P9 P11 P12 A1b A5 1 2 3 4 5 1 2 1 2 1 2 1 2 3 4 1 2 3 4 5 1 2 3 4 5 6 7 8 9 1 2 3 4 P13 E11 P14GR2 0 . 0 0 ' 14.40 82.391' RT 65.17 71.000' RT R10.00'4th StreetMonon Boulevard (NB) Sun King DistilleryProject Limit LineProject Limit LineProject Limit LineProject Limit Line Project Limit Line Project Limit LineProject Limit LinePHASE 1B Sta. 20+15.57 BEGINNING POINT OF Line "M" 71.000' RT P2 P2 P2 P2 P2 32.00'6.59'8.00'12.00'14.66'18.67'12.00'5.00'16.33'5.00'10.00'13.33'10.00'10.00'13.33'5.00'2.00'3.00'11.50'28.50' 17.47'5.00'18.00'5.00'5.00'5.00'14.50'0.50'0.50'14.66'4.00'8.00'8.00'8.50'16.00'12.00'17.33'17.66'12.00'74.67'33.66'16.00'+/-21.66'20.33'1.33'12.00'8.00'20.00'40.00'9.54'8.00'13.00'8.00'40.17'40.16'46.67'2.00' 20.33' 18.67'20.85'10.00' 8.13' 9.86' 4.00' 3.00'3.00'3.00'40.00'P2 C1 C1 12.65'4.00'10.67'32.00'30.67'P6 P6 P3 P5 P5 P4 C1 C1 C1 C1 C1 P9 P9 C10 C10 P7 A1a A2 A4a A4b A4c A4d C7 C7 F3 F5 F5 F5 F6 F5 F5 A5 L1 L1 L1 L1 L1 L1 L3 L3 L3 L3 L4 P12 P12 F7 F1 L1 L1 L1 L1 F4 F4 F4 F4 F4 P12 F3 F7 A1b L2 L2 L3L3 P12 F5F5F5 F5 F6 F6 F6 R2 E1E4 E8 E10 E7 E7 E7 E8 E8 E7 E7 E8 E8 E8E8 E5 E5 E6E6 R3 E7 E1 R1 E1 R1 E1 R4 R4 R4 R4R4R4 E11 E8 E9 U1 E9 E9 E9 E9 E9 E9 E9 E9 E9 R1 R1 E1 E4 E10 E10 E10 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 R3 R3 R3 R3 R3 X1 X1 X1 X1 P11 R3 R1 R3 F1 R2L1 1 2 3 4 5 645 7 1 3 3 4 8 9 1 2 1 3 2 4 512 1 2 1 2 1 2 3 4 1 2 3 4 1 2 3 4 6 8 10 12 13 14 15 16 11 9 7 5 1 5 2 2 C10 C10 1 P13 P14 P14 P14 2.57' 8.00'36.01'4.50'8.23'2.67'E11 A3 E112.00'N=722081.9385 E=8399.4463 N=722115.9385 E=8398.9218 N=722081.9428 E=8481.4560 N=722115.9428 E=8480.9315 N=722207.6419 E=8349.4795 N=722255.5893 E=8348.2745 N=722278.5866 E=8347.9177 R1 R2 R1 R1 R1 R1 R2 R3 R4 N=722192.7898 E=8419.1072 N=722153.5874 E=8436.1138 N=722193.0428 E=8435.5052 N=722153.8404 E=8452.5119 N=722165.3690 E=8452.3340 N=722181.7671 E=8452.0811 N=722193.2957 E=8451.9033 N=722152.5757 E=8370.5216 N=722164.1043 E=8370.3438 N=722180.5024 E=8370.0909 N=722192.0310 E=8369.9130 N=722152.8920 E=8386.9187 N=722192.2839 E=8386.3111 N=722153.0816 E=8403.3177 N=722192.5369 E=8402.7091 N=722153.3345 E=8419.7158 N=722118.3596 E=8395.8966 LABEL ITEM NORTH EAST NOTES Receptacle, Pedestal, GFCI - Type 1 Detail 1a, SD3.9 Receptacle, Pedestal, GFCI - Type 1 Receptacle, Pedestal, GFCI - Type 1 Receptacle, Pedestal, GFCI - Type 1 Receptacle, Pedestal, GFCI - Type 1 Receptacle, Pedestal, GFCI - Type 2 Detail 1b, SD3.9 Receptacle, Pedestal, GFCI - Type 2 Receptacle, Ground Box, GFCI Detail 2, SD3.9 Receptacle, Outdoor Outlet, GFCI Detail 3, SD3.9 Water Bollard Detail 4, SD 3.8 Tent Anchor Detail 1, SD 3.8 Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor Tent Anchor U1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 1 2 3 4 5 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 GENERAL NOTES: 1.REFER TO FURNITURE, FIXTURES AND EQUIPMENT PLAN FOR OTHER SITE ELEMENTS. EXPANSION JOINT NORTH SCALE: 1" = 10' 0'5'10'20' SITE LAYOUT PLAN LW PA LW PA 1"=10' SD3.1 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 REVISION ADDENDUM 2 - 04.13.20182 2 2 2 2 2 2 P2 4|2P2 2|2P3 1|1P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 2|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 3|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 4|2P2 5|4P2 5|4P2 2|3P2 2|3P2 2|3P2 2|3P2 2|3P2 5|4TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.ALIGN, TYP.37'-4"1'-4"1'-4"P2 3|212'-0"12'-0"1'-4"74'-8" 1'-4" 32'-4" 1'-4" 1'-4" 15'-0"5'-0"7'-0"5'-0" IF CUT PAVERS ARE REQUIRED, LOCATE WITHIN THIS BLOCK OF FIELD / PATTERN IF CUT PAVERS ARE REQUIRED, LOCATE WITHIN THIS BLOCK OF FIELD / PATTERN REFER TO DETAIL 4, SHEET SD3.3 FOR ENLARGED CORNER DETAIL, TYP.1'-4"16'-0" START POINT N 722138.7017 E 8353.0778 START POINT N 722138.7788 E 8358.0772 START POINT N 722152.3419 E 8372.8698 P2 5|4TYP.P2 5|4TYP.P2 5|4TYP.P2 5|4TYP.UNIT PAVER KEYNOTES: PX X|X Paver Type Color Designation Size/Pattern Designation KEYNOTE DIAGRAM 90° from Line 'M' Pavers, Type 2 Color: 2 Pattern : 2 (Running Bond, Staggered) P2 2|2 Pavers, Type 2 Color: 2 Pattern: 3 (Soldier Course Border) P2 2|3 Pavers, Type 2 Color: 3 Pattern: 2 (Running Bond, Staggered) P2 3|2 Pavers, Type 2 Color: 4 Pattern: 2 (Running Bond, Staggered) P2 4|2 Pavers, Type 2 Color: 5 Pattern: 4 (Running Bond) P2 5|4 1.REFER TO UNIT PAVER UNIQUE SPECIAL PROVISION FOR ADDITIONAL INFORMATION, INCLUDING MANUFACTURER AND COLOR DESIGNATION. 2.REFER TO SITE DETAILS FOR TYPICAL PAVER SECTION DETAILS. 3.DIMENSIONS SHOWN ON THE PLANS ARE ONLY INCLUDED TO REPRESENT THE TYPICAL PATTERNS AND JOINT LOCATIONS. DIMENSIONS SHOWN FOR PAVERS ARE BASED ON THE NOMINAL PAVER SIZE. VERIFY ACTUAL DIMENSION WITH THE SELECTED PAVER MANUFACTURER. REFER TO SPECIAL PROVISIONS FOR MOCK-UP OF EACH CONDITION THAT IS REQUIRED PRIOR TO BEGINNING WORK. 4.BORDER: DESIGN INTENT IS TO MAINTAIN FULL PAVERS WITH NO CUTS FOR DOUBLE SOLDIER COURSE AT PERIMETER OF PAVING AREA AND LAWN. 5.FIELD: DESIGN INTENT IS TO MAINTAIN FULL PAVERS, WITH HALF SIZE PAVERS AT CUT LOCATIONS, IN ROWS TO CREATE PATTERN AS INDICATED. ROWS TO ALIGN WITH BORDER PAVERS. 6.REFER TO DETAIL 4, SHEET SD3.3 FOR ENLARGED DETAIL 7.GENERAL LAYOUT NOTES: 7.1.START PAVER LAYOUT IN LOCATIONS INDICATED AND RUN FULL PAVERS / FULL ROWS IN QTY. AS SHOWN ON PLANS. NOTIFY LANDSCAPE ARCHITECT FOR ANY DISCREPANCIES IN LAYOUT CAUSED BY FIELD CONDITIONS. 7.2.REFER TO LAYOUT PLAN FOR LOCATION OF START POINTS. 7.3.IF CUTS ARE NECESSARY, THEY SHALL OCCUR IN AREAS INDICATED. 7.4.NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLING CUT PAVERS TO VERIFY LOCATION. 7.5.PAVERS SHALL NOT BE CUT TO BE SMALLER THAN 2/3 WIDTH OF PAVER, OR 1/4 LENGTH OF PAVER U.N.O. PAVER LAYOUT NOTES: SITE LAYOUT DETAILS LW PA LW PA REFER TO DETAIL SD3.2 1 SCALE: 3/16" = 1'-0" PAVING PLAN DETAIL RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 NORTH SCALE: 3/16" = 1'-0" 0'4'8'16' P6 1|1 P3 1|1 P3 1|1 P3 1|1 P3 2|1 P3 2|1 P5 1|1 P5 1|1 P4 1|1 PAVERS, TYPE 2 REFER TO DETAIL 4, SHEET SD3.4 PAVERS, TYPE 9 REFER TO DETAIL 7, SHEET SD3.4 PLANT BED SEE LANDSCAPE PLAN P6 1|1 SIDEWALK, CONCRETE SEE DETAIL 2, SHEET SD3.4 PAVEMENT, STONE AGGREGATE REFER TO DETAIL 8, SHEET SD3.4 EXISTING GRANITE CURB (PHASE 1 CONSTRUCTION) EXISTING PAVER ROADWAY (PHASE 1 CONSTRUCTION) 6'-4"' 2'-0"' 12'-8"' PAVERS, TYPE 2 REFER TO DETAIL 4, SHEET SD3.4 UNIT PAVER KEYNOTES: PX X|X Paver Type Color Designation Size/Pattern Designation KEYNOTE DIAGRAM Pavers, Type 6 Color: 1 Pattern: Running Bond P6 1|1 P3 1|1 Pavers, Type 3 Color: 1 Pattern: Staggered Course Pavers, Type 3 Color: 2 Pattern: Staggered Course P3 2|1 Pavers, Type 4 Color: 1 Pattern: Modified Radial Course P4 1|1 Pavers, Type 5 Color: 1 Pattern: Straight Course P5 1|1 GENERAL NOTES: 1.REFER TO UNIT PAVER UNIQUE SPECIAL PROVISION FOR ADDITIONAL INFORMATION, INCLUDING MANUFACTURER AND COLOR DESIGNATION. 2.REFER TO SITE DETAILS FOR TYPICAL PAVER SECTION DETAILS. 3.DIMENSIONS SHOWN ON THE PLANS ARE ONLY INCLUDED TO REPRESENT THE TYPICAL PATTERNS AND JOINT LOCATIONS. DIMENSIONS SHOWN FOR PAVERS ARE BASED ON THE NOMINAL PAVER SIZE. VERIFY ACTUAL DIMENSION WITH THE SELECTED PAVER MANUFACTURER. REFER TO SPECIAL PROVISIONS FOR MOCK-UP OF EACH CONDITION THAT IS REQUIRED PRIOR TO BEGINNING WORK.2'-0"'PAVER, TYPE 4; STANDARD COURSE (TYP.) GENERAL NOTES: 1.REFER TO UNIT PAVER UNIQUE SPECIAL PROVISION FOR ADDITIONAL INFORMATION, INCLUDING MANUFACTURER AND COLOR DESIGNATION. 2.REFER TO DETAIL #, SHEET SD3.# FOR TYPICAL PAVER SECTION DETAIL. 3.FOR MODIFIED RADIAL COURSE, ALTERNATE STANDARD COURSE WITH WEDGE-CUT, RADIAL COURSE 4.MODIFIED RADIAL COURSE TO FIT 20' OUTSIDE RADIUS AND 18' INSIDE RADIUS 5.DIMENSIONS ON WEDGE-CUT RADIAL COURSE APPLY TO WIDTH OF THE CUT SIZE WHERE PAVERS ABUT. 31 8"' 3 7 16"' 31 4"' 4"' ENLARGED LAYOUT WEDGE-CUT RADIAL COURSE R=20'-0" PAVER, TYPE 4. GRANITE PAVERS, WEDGE-CUT RADIAL COURSE (TYP.) 1/8" JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS R=18'-0" 3 9 16"' 311 16"' 37 8"'6'-0"'6'-0"'6'-0"'2'-0"'5'-0"'3'-4"'P9 2|3 P9 2|3 P9 2|3 P9 2|3 Parallel Parking Space Designation Pavers, Type 9 Color: 1 Pattern: Staggered Course, Cycle Track P9 1|1 Pavers, Type 9 Pavers, Type 10 Pavers, Type 9 Color: 2 Pattern: Custom Bike Symbol Inlay P9 2|3 GENERAL NOTES: 1.PAVERS, BIKE SYMBOL TO BE PER MUTCD SECTION 9CO.4. 2.SPECIFIC SYMBOL TO BE "HELMETED BIKE SYMBOL' AND ARROW PER MUTCD FIGURE 9C-3. 3.BIKE SYMBOL TO BE WATER JET PAVERS, TYPE 9, COLOR 2 AND INLAID TO FIELD OF PAVERS, TYPE 9, COLOR 1. HAND-TIGHT BUTT JOINTS, SWEEP FIND SAND IN JOINTS. UNIT PAVER KEYNOTES: PX X|X Paver Type Color Designation Size/Pattern Designation KEYNOTE DIAGRAM GENERAL NOTES: 1.IF LESS THAN 1/2 OF A WHOLE PAVER IS LEFT AT END OF RUN, REMOVE PREVIOUS WHOLE PAVER AND CUT BOTH SUCH THAT THEY ARE EQUAL WIDTH GREATER THAN 1/2 PAVER. CONTINUOUS DOUBLE SOLDIER COURSE ALONG EDGE, REFER TO PAVING PLAN DETAIL, SHEET SD3.2 PAVER FIELD AT 90° CORNERS, PROVIDE CUT 4x4 HALF-PAVER UNIT AT OUTSIDE AND INSIDE OF CORNER OF DOUBLE SOLDIER COURSE CHAMFER PAVERS AT 45° ANGLE BETWEEN 4x4 HALF-CUT PAVERS 5 SCALE: 1/2"=1'-0" ENLARGED PAVER LAYOUT DETAIL AT CORNERS P2 2|2 P2 3|1 P2 3|1 P2 5|1 DARK LINE INDICATES COLOR CHANGE IN FIELD P2 5|1 RECEPTACLE, GROUND BOX, REFER TO DETAIL 2, SHEET SD3.9 CHAMFER PAVERS AT CORNER, REFER TO DETAIL 5, THIS SHEET HALF SIZE PAVER AT BORDER BORDER, DOUBLE SOLDIER COURSE 15 ROWS 1 ROW 5 ROWS TENT ANCHOR, SEE DETAIL 1/SD 3.8 1.REFER TO UNIT PAVER UNIQUE SPECIAL PROVISION FOR ADDITIONAL INFORMATION, INCLUDING MANUFACTURER AND COLOR DESIGNATION. 2.REFER TO SITE DETAILS FOR TYPICAL PAVER SECTION DETAILS. 3.DIMENSIONS SHOWN ON THE PLANS ARE ONLY INCLUDED TO REPRESENT THE TYPICAL PATTERNS AND JOINT LOCATIONS. DIMENSIONS SHOWN FOR PAVERS ARE BASED ON THE NOMINAL PAVER SIZE. VERIFY ACTUAL DIMENSION WITH THE SELECTED PAVER MANUFACTURER. REFER TO SPECIAL PROVISIONS FOR MOCK-UP OF EACH CONDITION THAT IS REQUIRED PRIOR TO BEGINNING WORK. 4.BORDER: DESIGN INTENT IS TO MAINTAIN FULL PAVERS WITH NO CUTS FOR DOUBLE SOLDIER COURSE AT PERIMETER OF PAVING AREA AND LAWN. 5.FIELD: DESIGN INTENT IS TO MAINTAIN FULL PAVERS, WITH HALF SIZE PAVERS AT CUT LOCATIONS, IN ROWS TO CREATE PATTERN AS INDICATED. ROWS TO ALIGN WITH BORDER PAVERS. 6.REFER TO DETAIL 4, SHEET SD3.3 FOR ENLARGED DETAIL 7.GENERAL LAYOUT NOTES: 7.1.START PAVER LAYOUT IN LOCATIONS INDICATED AND RUN FULL PAVERS / FULL ROWS IN QTY. AS SHOWN ON PLANS. NOTIFY LANDSCAPE ARCHITECT FOR ANY DISCREPANCIES IN LAYOUT CAUSED BY FIELD CONDITIONS. 7.2.REFER TO LAYOUT PLAN FOR LOCATION OF START POINTS. 7.3.IF CUTS ARE NECESSARY, THEY SHALL OCCUR IN AREAS INDICATED. 7.4.NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLING CUT PAVERS TO VERIFY LOCATION. 7.5.PAVERS SHALL NOT BE CUT TO BE SMALLER THAN 2/3 WIDTH OF PAVER, OR 1/4 LENGTH OF PAVER U.N.O. PAVER LAYOUT NOTES: 6 SCALE: 1"=1'-0" PAVER TRAY, TYPE 1 & TYPE 2 4" 1'-6" PAVER, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 PLATFORM BENCH, REFER TO SHEET SD3.16 TO SD3.19 1" ROLLED BITUMINOUS SETTING BED. UNDERDRAIN CLEANOUT OR ELEC QUAZITE BOX BELOW, REFER TO PLANS, MAY NOT BE CENTERED WITHIN PAVER TRAY FRAME DEPENDENT ON SHIFT TO BEST ALIGN WITH PATTERN. PAVER TRAY FRAME; ANCHORED TO CONCRETE COLLAR CONCRETE COLLAR, TYP., w/ (2) #4 REBAR, CONT., EACH SIDE PAVER, TYPE 2; PATTERN TO BE CONTINUOUS PAVER TRAY FRAME; ANCHORED TO CONCRETE COLLAR; PLACEMENT OF PAVER TRAY & FRAME TO SHIFT ON CONCRETE COLLAR TO MINIMIZE PAVER CUTS AND PAVER SLIVERS. PAVER TRAY; STAINLESS STEEL TYPE 1 @ UNDERDRAIN, TYPE 2 @ ELEC QUAZITE BOX UNDERDRAIN CLEANOUT OR ELEC QUAZITE BOX BELOW, REFER TO PLANS, MAY NOT BE CENTERED WITHIN PAVER TRAY FRAME DEPENDENT ON SHIFT TO BEST ALIGN WITH PATTERN. 6" 3 3/4" 4" PAVER TRAY; STAINLESS STEEL; TYPE 1 @ UNDERDRAIN, YYPE 2 @ ELEC QUAZITE BOX EXISTING GRAVEL, MAINTAIN 4" DEPTH, MIN. EXISTING STORM TRAP, DO NOT DISTURB CONCRETE COLLAR, BELOW SECTION PLAN CONCRETE COLLAR, REDUCED AT CONDITION ADJACENT TO PLATFORM BENCH FOUNDATION 12" LONG x 1/2" Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18" O.C., ON END GREASED RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 SITE LAYOUT DETAILS LW PA LW PA REFER TO DETAIL SD3.3 1 SCALE: 1/4" = 1'-0" INTERSECTION PLAZA PAVING DETAIL 2 SCALE: 3" = 1'-0" PAVER, TYPE 4; RADIAL COURSE DETAIL 3 SCALE: 1/2" = 1'-0" PAVERS, BIKE SYMBOL 4 SCALE: 6" = 1'-0" ENLARGED PAVER LAYOUT P9 1|1 1 SCALE: 1"=1'-0" CONCRETE JOINTING DETAIL GENERAL NOTES: 1.EXPANSION JOINT MATERIAL SHALL BE "ZIP-STRIP" EXPANSION MATERIAL WITH REMOVABLE CAP BY GREENSTREAK OR APPROVED EQUAL. 2.ALL CONTRACTION AND EXPANSION JOINTS ARE TO BE PERPENDICULAR TO THE EDGE OF WALK. 3.ALIGN JOINTS IN CURBS AND ADJACENT WALKS. 4.IF JOINTING IS NOT SHOWN OR NOTED ON PLANS, PROVIDE A CONCRETE JOINTING SHOP DRAWING TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ANY POURING. NOTES: PLACE AT MAXIMUM SPACING OF 50' O.C. IN WALKS AND IN CURBS, U.N.O. PLACE EXPANSION JOINT WHERE NEW CONCRETE WALKS MEET EXISTING PAVEMENTS, AT ALL STRUCTURES, AND AT ALL POINTS OF CURVATURE. NOTES: PLACE AT MAXIMUM SPACING OF 6' O.C. IN WALKS (U.N.O.). WITHIN EACH RUN, MAKE SPACES EQUAL. NOTES: BRUSH OUT MARKS FROM TROWEL ON EITHER SIDE OF TOOLED SCORE, LEAVING ONLY THE TOOLED SCORE SMOOTH. WITHIN TOOLED SCORE. 1'-0" EXPANSION JOINT CONTRACTION JOINT - SAW CUT 1/2" 1/4"1/4 OF SLAB DEPTH CONTRACTION JOINT - TOOLED 1/2" NOTES: PLACE AS DIRECTED ON DRWAINGS CONSTRUCTION / COLD JOINT TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL. 12" LONG SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. CENTER IN SLAB. 3/8"Ø IN 4" SLAB; 1/2"Ø IN THICKER SLABS. 1/2'' DEEP HEEL-GRADE SEALANT (OMIT BENEATH PAVERS) 1/2" 12" LONG SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. CENTER IN SLAB. 3/8"Ø IN 4" SLAB; 1/2"Ø IN THICKER SLABS. 1/2'' DEEP HEEL-GRADE SEALANT OVER BOND BREAKER TAPE HOLD DOWN FINISH GRADE PER DETAIL 7, SHEET SD3.5 4" 4" COMPACTED SUBGRADE COMPACTED AGGREGATE, NO. 53 CONCRETE, CLASS A, SIDEWALK; REFER TO PLANS FOR SCORING PATTERNS, TRANSVERSE MEDIUM BROOM FINISH 2 SCALE: 1"=1'-0" SIDEWALK, CONCRETE TYPICAL CONDITION CONDITION OVER STRUCTURAL SOIL 4" TOPSOIL, STRUCTURAL CONCRETE, CLASS A, SIDEWALK; REFER TO PLANS FOR SCORING PATTERNS, TRANSVERSE MEDIUM BROOM FINISH REFER TO SOIL PLAN FOR DEPTH, 4" MIN. GENERAL NOTES: 1.REFER TO "CONCRETE JOINTING DETAIL, TYP. 2.REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS. 3.REFER TO DETAIL 9, THIS SHEET FOR OVER POUR CONDITIONS. HOLD DOWN FINISH GRADE PER DETAIL 7, SD 3.5 6"4"COMPACTED SUBGRADE COMPACTED AGGREGATE, NO. 53 CONCRETE, CLASS A, SIDEWALK; REFER TO PLANS FOR SCORING PATTERNS, TRANSVERSE MEDIUM BROOM FINISH 3 SCALE: 1"=1'-0" SIDEWALK, CONCRETE 6 INCH 6"CONCRETE, CLASS A, SIDEWALK; REFER TO PLANS FOR SCORING PATTERNS, TRANSVERSE MEDIUM BROOM FINISH TYPICAL CONDITION CONDITION OVER STRUCTURAL SOIL GENERAL NOTES: 1.REFER TO "CONCRETE JOINTING DETAIL, TYP. 2.REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS. 3.REFER TO DETAIL 9, THIS SHEET FOR OVER POUR CONDITIONS. TOPSOIL, STRUCTURAL REFER TO SOIL PLAN FOR DEPTH, 4" MIN. COMPACTED AGGREGATE, NO. 53. COMPACTED IN LIFTS OF 6" DEPTH, MAX. SUBGRADE, COMPACED TO 95% PROCTOR 4" 3 3/4" 4 SCALE: 1"=1'-0" PAVERS, TYPE 2 PAVER, TYPE 2, 2-3/4" CLAY PAVER, HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. SEE PLANS FOR PATTERN AND COLOR. 1 1/2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL w/ WASHED AGGREGATE, #11 STONE 4" 3 3/4" GENERAL NOTES: 1.REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS. 2.REFER TO DETAIL 9, THIS SHEET FOR OVER POUR CONDITIONS. 3.CONCRETE THICKNESS VARIES OVER SUSPENDED PAVEMENT, REFER TO DETAIL 1, SHEET SD3.6. REFER TO SOIL PLAN FOR DEPTH, 4" MIN. PAVER, TYPE 2, 2-3/4" CLAY PAVER, HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. SEE PLANS FOR PATTERN AND COLOR. 1" ROLLED BITUMINOUS SETTING BED. NEOPRENE MODIFIED ASPHALT ADHESIVE. 1 1/2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL w/ WASHED AGGREGATE, #11 STONE ASPHALT PRIME COAT. SIDEWALK, CONCRETE 1" ROLLED BITUMINOUS SETTING BED. NEOPRENE MODIFIED ASPHALT ADHESIVE. ASPHALT PRIME COAT. SIDEWALK, CONCRETE TOPSOIL, STRUCTURAL TYPICAL CONDITION CONDITION OVER STRUCTURAL SOIL 4" (SEE NOTES) SUBGRADE TREATMENT TYPE III COMPACTED AGGREGATE NO. 53. COMPACTED IN LIFTS OF 6" DEPTH, MAX. 6" 6" 3 3/4" PAVER, TYPE 3, TYPE 4, TYPE 5, & TYPE 6, 3" GRANITE PAVER, 1/8" JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. SEE PLANS FOR PATTERN 3/4" ROLLED BITUMINOUS SETTING BED NEOPRENE MODIFIED ASPHALT ADHESIVE 1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT LOW POINTS (FIELD LOCATE). FILL w/ WASHED AGGREGATE, #11 STONE PCCP, 6 IN. ASPHALT PRIME COAT. GENERAL NOTES: 1.SECTION APPLIES TO PAVERS TYPE 3, TYPE 4, TYPE 5, AND TYPE 6. SEE SPECIAL PROVISION FOR MORE INFORMATION. 2.PAVERS, TYPE 4: SEE DETAIL 2, SHEET SD3.3 FOR RADIAL CUT PATTERN 3.REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS. 4.REFER TO DETAIL 9, THIS SHEET FOR OVER POUR CONDITIONS. 5 SCALE: 1"=1'-0" PAVERS, TYPE 3, TYPE 4, TYPE 5, & TYPE 6 (GRANITE) PAVER, TYPE 9 (2" ASPHALT), HAND-TIGHT BUTT JOINTS, SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN 3/4" ROLLED BITUMINOUS SETTING BED SIDEWALK, CONCRETE VARIES; 4" MIN.4"2 3/4"1 1/2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL w/ WASHED AGGREGATE, #11 STONE COMPACTED SUBGRADE COMPACTED AGGREGATE, NO. 53 CONCRETE DEPTH VARIES DEPENDENT ON CONDITION. SEE DETAILS 1 & 2 ON SHEET SD3.6 ASPHALT PRIME COAT 7 SCALE: 1"=1'-0" PAVERS, TYPE 9 (2" ASPHALT) GENERAL NOTES: 1.REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS. 2.REFER TO DETAIL 9, THIS SHEET FOR OVER POUR CONDITIONS. 3" GEOTEXTILE FABRIC COMPACTED SUBGRADE COMPACTED AGGREGATE, NO. 53 8 SCALE: 1" = 1'-0" PAVEMENT, STABILIZED DECOMPOSED GRANITE DECOMPOSED GRANITE WITH PRE-BLENDED STABILIZER, REFER TO SPECIAL PROVISIONS TYPICAL CONDITION CONDITION OVER STRUCTURAL SOIL GENERAL NOTES: 1.REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS. 3" DECOMPOSED GRANITE WITH PRE-BLENDED STABILIZER, REFER TO SPECIAL PROVISIONS REFER TO SOIL PLAN FOR DEPTH, 4" MIN. TOPSOIL, STRUCTURAL 4"4" GEOTEXTILE FABRIC COMPACTED AGGREGATE, NO. 53 10 SCALE: 1"=1'-0" PAVEMENT ADJACENT TO EXISTING BUILDING GENERAL NOTES: 1.REFER TO CONCRETE JOINTING DETAIL FOR JOINTING REQUIREMENTS FACE OF EXISTING BUILDING JOINT SEALANT, 12" DEPTH 1/2" PREFORMED EXPANSION JOINT 1% SLOPE MINIMUM MASONRY WATERPROOF COATING APPLIEDTO BUILDING FOUNDATION TO THE DEPTH OFENTIRE EXCAVATION SIDEWALK, CONCRETE, REFER TO DETAIL 2, SHEET SD3.4 ROOT BARRIER, 30" DEPTH WATERPROOFING COMPACTED SUBGRADE TOPSOIL, STRUCTURAL, REFER TO SOILS SHEETS GENERAL NOTES: 1.PAVER EDGE RESTRAINT SHALL BE USED WHERE PAVERS ARE ADJACENT TO PLANTED AREAS, SEE SPECIAL PROVISIONS FOR FURTHER REQUIREMENTS. 2.THE VERTICAL LEG OF THE EDGE RESTRAINS SHALL NOT EXTEND ABOVE THE TOP ELEVATION OF THE PAVER. 3.THE VERTICAL LEG OF THE EDGE RESTRAINT SHALL EXTEND TO TO COVER A MINIMUM OF 3/4 OF THE TOTAL THICKNESS OF THE PAVER IN THE FINISH CONDITION. 4.IF THE EDGE IF THE PCCP, 4 IN UNDER PAVERS EXTENDS BEYOND THE EDGE OF THE PAVERS BY MORE THAN 4 INCHES THE EXCESS SHALL BE SAW CUT AND REMOVED AT NO ADDITIONAL COST TO THE CONTRACT. 5.EXTEND PCCP 3" BEYOND EDGE OF PAVERS WHERE ABUT FUTURE PHASES OF PROJECT TO ACCOMMODATE EDGE RESTRAINT ANCHOR. 9 SCALE: 1"=1'-0' PAVER EDGE RESTRAINT, TYPE 1 AXONOMETRIC VIEW SECTION ANCHOR ANCHOR CONNECTOR, PROVIDE 3/8" GAP PER MANUFACTURERS RECOMMENDATION PAVER, TYPE (VARIES, SEE PLANS) 3/4" ROLLED BITUMINOUS SETTING BED, U.N.O. 1-1/2" OR LONGER TAPCON ANCHOR OR APPROVED EQUAL; MIN. 3" FROM EDGE OF CONCRETE @ 12" O.C. PCCP OR SIDEWALK, CONCRETE (SEE PAVER DETAILS) PAVER RESTRAINT EDGING, REFER TO SPECIAL PROVISIONS HOLD DOWN FINISH GRADE ADJACENT TO EDGE RESTRAINT PER TRANSITION DETAILS DIMENSIONS SHOWN ON PLANS FOR SIDEWALK WIDTH ARE TO THIS POINT 3" MIN. 4" MAX. EXISTING ROADWAY PAVEMENT PROTECT-IN-PLACE FLUSH TO ROADWAY CURB, CONCRETE CURB, CLASS A, SAW CUT JOINTS TO ALIGN WITH ADJACENT SIDEWALK, REFER TO SITE LAYOUT PLAN PAVER, TYPE 7. 2-1/4" CLAY PAVER WITH WARNING ELEMENTS, HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. 3/4" ROLLED BITUMINOUS SETTING BED ASPHALT PRIME COAT 2'-0" DETECTABLE WARNING SURFACE VARIES 9.54' TO 9.86" (REFER TO SITE LAYOUT PLAN) 1:12 MAX SLOPE CURB RETURN, BEYOND SIDEWALK, CONCRETE 6 INCH, REFER TO DETAIL 3, SHEET SD3.4 EXPANSION JOINT, REFER TO DETAIL 1, SHEET SD3.4 6"1'-3"6"COMPACTED AGGREGATE, NO. 53COMPACTED SUBGRADE THICKENED CONCRETE, EXTRA LABOR AND MATERIALS INCLUDED IN COST OF PAVERS, TYPE 7 (2) #5 DOWELS THROUGH EXPANSION JOINTS. ALL STEEL REINFORCING, 2" CLEAR. 1/2" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL 6 SCALE: 1"=1'-0" PAVERS, TYPE 7 AND CURB, CONCRETE FLUSH CONCRETE, CLASS A, SIDEWALK; REFER TO PLANS FOR SCORING PATTERNS, TRANSVERSE MEDIUM BROOM FINISH 6" SITE LAYOUT DETAILS CK PA LW PA REFER TO DETAIL SD3.4 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1 SCALE: 1"=1'-0" TRANSITION-EXISTING PAVERS, TYPE 6/ROADWAY TO PAVERS, TYPE 2 EXISTING PAVER ROADWAY EXISTING PAVERS, TYPE 6 PAVER, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 12" x 1/2'' Ø SMOOTH STEEL DOWELS @ 18'' O.C., ONE END GREASED, CORE DRILL AND EPOXY INTO EXISTING CONCRETE, MIN 3" EMBEDMENT. REMOVE EXISTING STEEL ANGLE TEMPORARY EDGE RESTRAINT 3 3/4" 4" 4" 6" 1'-0"1'-0" EXISTING CONCRETE SLAB, EXTENDS APPROX. 3" BEYOND EDGE OF EXISTING PAVERS 1/2" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL THICKENED EDGE AT TRANSITION GENERAL NOTES: 1.REFER TO DETAIL 1, SHEET SD3.3 FOR ENLARGED PAVING DETAIL EXISTING PAVERS ROADWAY, PERMEABLE PAVERS COMPACTED SUBGRADE EXISTING GEOTEXTILE AND GEOGRID UNDER CONCRETE FOUNDATION EXISTING CURB, GRANITE, 6" WIDE x 6" DEPTH 1/2" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL w/ 12" DEEP HEAL-GRADE SEALANT SIDEWALK, CONCRETE, REFER TO DETAIL 2, SHEET SD3.4 4" 4" 9" 2 SCALE: 1"=1'-0" TRANSITION-EXISTING GRANITE CURB TO SIDEWALK, CONCRETE 6" WIDE TURN DOWN EXISTING #5 BENT L-BAR IN EXISTING CURB, EXPOSED TO TIE INTO NEW CONCRETE SUSPENDED PAVEMENT SYSTEM, REFER TO SHEET SD5.3 - SD5.4 GENERAL NOTES: 1.REFER TO "CONCRETE JOINTING DETAIL", TYP. EXISTING CONCRETE FOUNDATION 1'-0" 11" 3 SCALE: 1"=1'-0" TRANSITION-EXISTING PAVERS, TYPE 6/ROADWAY TO PAVERS, TYPE 4 & 5 EXISTING PAVER ROADWAY 3 3/4" 6" 6" EXISTING PAVER, TYPE 6 PAVER, TYPE 4 OR TYPE 5, REFER TO DETAIL 5, SHEET SD3.4 GENERAL NOTES: 1.REFER TO DETAIL 1, SHEET SD3.3 FOR ENLARGED PAVING DETAIL PAVER, TYPE 3, REFER TO DETAIL 5, SHEET SD3.4 12" x 1/2'' Ø SMOOTH STEEL DOWELS @ 18'' O.C., ONE END GREASED, CORE DRILL AND EPOXY INTO EXISTING CONCRETE, MIN 3" EMBEDMENT. REMOVE EXISTING STEEL ANGLE TEMPORARY EDGE RESTRAINT 1/2" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL 1/8" JOINT, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. 4 SCALE: 1"=1'-0" TRANSITION SIDEWALK, CONCRETE 4 INCH TO 6 INCH GENERAL NOTES: 1.REFER TO "CONCRETE JOINTING DETAIL", TYP. 2.REFER TO SITE LAYOUT PLAN FOR JOINTING LAYOUT. 6" 4" 4" 4" SIDEWALK, CONCRETE , REFER TO DETAIL 2, SHEET SD3.4 EXPANSION JOINT WITH 12" LONG x 1/2" Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. REFER TO DETAIL 1, SD3.5 1'-0"1'-0" SIDEWALK, CONCRETE 6 INCH , REFER TO DETAIL 3, SHEET SD3.4 6" 4" 4" 3 3/4"4" OR 6", REFER TO PLAN PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 SIDEWALK, CONCRETE, REFER TO DETAIL 2 AND 3, SHEET SD3.4. 4" 5 SCALE: 1"=1'-0" TRANSITION-PAVERS, TYPE 2 TO SIDEWALK, CONCRETE EXPANSION JOINT WITH 12" LONG x 3/8" Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. REFER TO DETAIL 1, SD3.5 1'-0"1'-0" 7 3/4" HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS 4" 3 3/4" 6"6" PAVER, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 3 3/4" 6 SCALE: 1"=1'-0" TRANSITION-PAVERS, TYPE 2 TO PAVERS, TYPE 6 12" x 1/2'' Ø SMOOTH STEEL DOWELS @ 18'' O.C., ONE END GREASED, CORE DRILL AND EPOXY , MIN 3" EMBEDMENT. 1/8" JOINT, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. 1/2" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL 1'-0"1'-0" PAVER, TYPE 3 REFER TO DETAIL5, SHEET SD3.4 PAVER, TYPE 6 REFER TO DETAIL 5, SHEET SD3.4 7 SCALE: 1"=1'-0" PAVEMENT, STONE AGGREGATE 4" 4" 3 3/4" HOLD DOWN FINISH GRADE: PLANT BED: 1/2" BELOW TOP OF PAVEMENT LAWN: REFER TO SOIL DETAILS PAVEMENT, STONE AGGREGATE: FLUSH PAVER EDGE RESTRAINT, 2-1/2" x 2-1/2" X 1/4" ALUMINUM ANGLE, SECURED AND SEALED TO CONCRETE BASE, RESTRAINT AND ANCHOR TO BE SET UNDER PAVER, FASTENERS 3" CLEAR COMPACTED AGGREGATE, NO. 53 OVER COMPACTED SUBGRADE OR TOPSOIL, STRUCTURAL 6" PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 EXTEND CONCRETE BASE BEYOND EDGE OF PAVER TO MAINTAIN 3" CLEAR ON EDGE RESTRAINT ANCHOR REFER TO SOIL PLAN FOR DEPTH TRANSITION-PAVERS, TYPE 2 TO PLANT BED; LAWN; GEOTEXTILE FABRIC TOPSOIL, STRUCTURAL 8 SCALE: 1-1/2" = 1'-0" STABILIZED DECOMPOSED GRANITE TO PLANT BED PAVEMENT, STABILIZED DECOMPOSED GRANITE, REFER TO DETAIL 8, SHEET SD3.4; HOLD DOWN 1/4" BELOW TOP OF EDGE RESTRAINT GENERAL NOTES: 1.INSTALL EDGING PER MANUFACTURER'S INSTALLATION GUIDELINES. 2.EDGING SHALL BE 8'-0" SECTIONS CONNECTED WITH 2 - 2.75" SLIDING CONNECTORS. 3.CORNERS SHALL BE CONTINUOUS PER MANUFACTURER'S INSTALLATION GUIDELINES; REMOVE BASE TABS AND BEND TO FORM A CONTINUOUS CORNER. 7.5" HIGH x 8.5" ALUMINUM EDGE RESTRAINT w/ BLACK ELECTROSTATICALLY APPLIED PAINT HOLD DOWN FINISH GRADE 1/2" BELOW TOP OF EDGE RESTRAINT 10" X 3/8" LANDSCAPE SPIKE @ 12" O.C. MIN., STAGGER LAYOUT PER OPENINGS PROVIDED REFER TO SOIL PLAN FOR DEPTH EXTEND TOPSOIL, STRUCTURAL 3" BEYOND METAL EDGING 3" ISOMETRIC VIEW CONNECTOR EDGE RESTRAINT SPIKE / ANCHOR TOPSOIL, AMENDED, REFER TO SOILS DETAILS PAVER EDGE RESTRAINT, TYPE 2 @ TRANSITION - 9 SCALE: 1"=1'-0" TRANSITION-CYCLE TRACK 6 3/4" 2 3/4" 4" 4" PAVERS, TYPE 9, REFER TO DETAIL 7, SHEET SD3.4 HAND-TIGHT BUTT JOINTS, SWEEP FINE SAND IN JOINTS COLD JOINT OR EXPANSION JOINT, REFER TO CROSS SECTIONS TOOLED SCORE JOINT 4" 4" 1'-0"1'-0" 6" SIDEWALK, CONCRETE, REFER TO DETAIL 2, SHEET SD3.4 CONDITION AT SIDEWALK, CONCRETE CONDITION OVER TOPSOIL, SUSPENDED PAVEMENT ASSEMBLY 2 3/4" 5" MIN. 4" 1'-0"1'-0" 12" LONG x 3/8" Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. HAND-TIGHT BUTT JOINTS, SWEEP FINE SAND IN JOINTS. COLD JOINT OR EXPANSION JOINT, REFER TO CROSS SECTIONS TOOLED SCORE JOINT 6" 12" LONG x 3/8" Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. SUSPENDED PAVEMENT ASSEMBLY, REFER TO SHEETS SD5.3 & SD5.4 SIDEWALK, CONCRETE 6 INCH TO EXTEND TO DECK OF SUSPENDED PAVEMENT ASSEMBLY (MIN. 5" THICK) WITH GEOTEXTILE SEPARATION 2 3/4" 4" 4" HAND-TIGHT BUTT JOINTS, SWEEP FINE SAND IN JOINTS COLD JOINT OR EXPANSION JOINT, REFER TO CROSS SECTIONS 3 3/4" 4" PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 CONDITION AT PAVERS, TYPE 2 12" LONG x 3/8" Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. 5" 1'-0"1'-0" 2 3/4" 5 1/4" 4" PLANT BED, REFER TO SOILS DETAILS AND LANDSCAPE PLAN CONDITION AT PLANTING BED 8" CURB TO BE INTEGRALLY POURED WITH CONCRETE SUB-SLAB, NO EXPANSION JOINT 6" 2 3/4" 5" MIN. TREE GRATE AND ANCHOR, REFER TO SHEET SD3.7 CONDITION AT TREE GRATE CURB TO BE INTEGRALLY POURED WITH CONCRETE SUB-SLAB, NO EXPANSION JOINT 6" 4" SIDEWALK, CONCRETE, REFER TO DETAIL 2, SHEET SD3.4PAVERS, TYPE 9, REFER TO DETAIL 7, SHEET SD3.4 HAND-TIGHT BUTT JOINTS, SWEEP FINE SAND IN JOINTS PAVERS, TYPE 9, REFER TO DETAIL 7, SHEET SD3.4 HAND-TIGHT BUTT JOINTS, SWEEP FINE SAND IN JOINTS PAVERS, TYPE 9, REFER TO DETAIL 7, SHEET SD3.4 PAVERS, TYPE 9, REFER TO DETAIL 7, SHEET SD3.4 GENERAL NOTES 1.REFER TO CROSS SECTIONS, SHEET SD3.6 SITE LAYOUT DETAILS CK PA LW PA REFER TO DETAIL SD3.5 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 4'-0"6"1'-0" 1.5 % SLOPE 1.5 % SLOPE EXISTING PAVER ROADWAY, PERMEABLE PAVERS TRANSITION - EXISTING GRANITE CURB TO SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.5 2'-0" 2 SCALE: 1/2" = 1'-0" CYCLE TRACK TYPICAL CROSS SECTIONS - OVER SOIL CELLS 1'-0"6"5'-0" SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.4 CONDITION ADJACENT TO SIDEWALK 12" TOOLED SCORE (TYP.) 4" SUSPENDED PAVEMENT ASSEMBLY SEE DETAILS, SHEET SD5.3 & SD5.4 4" 4" 6"1'-0"6"5'-0" SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.4 12" TOOLED SCORE (TYP.) CONDITION ADJACENT TO TREE GRATE/SIDEWALK 1 SCALE: 1/2" = 1'-0" CYCLE TRACK TYPICAL CROSS SECTIONS 4" 4" 4'-0"6"1'-0" 1.5 % SLOPE 1'-0"6"5'-0" SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.4 CONDITION ADJACENT TO SIDEWALK 12" TOOLED SCORE (TYP.) 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED 4" 12"x3/8''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. COLD JOINT 4" 1.5 % SLOPE 2'-0" 8"5 1/4" 6"5'-0" PAVER, TYPE 9, SEE DETAIL 7, SD3.4 SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.4 CONDITION ADJACENT TO SIDEWALK & PLANT BED CURBS TO BE INTEGRALLY POURED WITH SIDEWALK, CONCRETE 6 IN.; NO EXPANSION JOINT 6"4'-0" SUSPENDED PAVEMENT ASSEMBLY SEE DETAILS, SHEET SD5.3 & SD 5.4 2'-0" MULCH, STONE; SEE TREE PLANTING DETAILS ROOT BARRIER, 12" DEEP 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED COLD JOINT 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. COLD JOINTCURB TO BE INTEGRALLY POURED WITH SIDEWALK, CONCRETE 6 IN.; NO EXPANSION JOINT 5'-0" x 5'-0" TREE GRATE AND FRAME, SEE DETAIL 1, SHEET SD3.7 8" SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.8 EXISTING PAVER ROADWAY, PERMEABLE PAVERS SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.8 PAVER, TYPE 9, SEE DETAIL 7, SD3.4 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. COLD JOINT 1 2" TOOLED SCORE (TYP.) PAVER, TYPE 9, SEE DETAIL 7, SD3.4 PAVER, TYPE 9, SEE DETAIL 7, SD3.4 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. EXISTING PAVER ROADWAY, PERMEABLE PAVERS EXISTING PAVER ROADWAY, PERMEABLE PAVERS 5" MIN. CONDITION ADJACENT TO PAVERS, TYPE 2 5" MIN. SUSPENDED PAVEMENT ASSEMBLY SEE DETAILS, SHEET SD5.3 & SD 5.4 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED PAVERS, TYPE 9, REFER TO DETAIL 7, SHEET SD3.4 COLD JOINT 12" LONG x 3/8" Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. 1.5 % SLOPE PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 6" MIN. 5'-0" PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4, THICKENED AT SUSPENDED PAVEMENT ASSEMBLY 3E SCALE: 3/4" = 1'-0" FIRE PIT SECTION THRU FOUDATION 2'-4"8" TYP. 8" TYP. 12'-0" GAP IN FOUNDATION FOR DRAINAGE AND AIR CIRCULATION, 2 SIDES CONCRETE FOUNDATION, REFER TO STRUCTURAL DETAILS METAL TOE KICK, REFER TO DETAIL 3G, THIS SHEET GRANITE VENEER, REFER TO DETAIL 3G, THIS SHEET GRANITE COPING, REFER TO DETAIL 3G, THIS SHEET TEMPERED GLASS, REFER TO DETAIL 3G, THIS SHEET TF 829.00 EXISTING GRAVEL, MAINTAIN 4" DEPTH, MIN. EXISTING STORM TRAP, DO NOT DISTURB 2" METAL ART, ROLLED STEEL BAR WITH HIGH TEMP BLACK PAINT FIRE PIT KIT, 97" x 8" LINEAR HOT SURFACE ELECTRONIC IGNITION SYSTEM, w/ 8' LINEAR BURNER, PAN w/ DRAINAGE HOLES AND ELECTRONIC IGNITION KIT. REFER TO SPECIAL PROVISIONS, INSTALL PER MANUFACTURER SPECIFICATIONS CONCRETE FOUNDATION, REFER TO STRUCTURAL DETAILS ENLARGEMENT, REFER TO DETAIL 3G, THIS SHEET 4'-6" TEMPERED GLASS, REFER TO DETAIL 3G, THIS SHEET 3F SCALE: 3/4" = 1'-0" FIRE PIT SECTION UNDERDRAIN PIPE, REFER TO DRAINAGE PLANS AND EROSION CONTROL GAS LINE w/ HAND-OPERABLE SHUT OFF, REFER TO DETAILS 3C & 3D, THIS SHEET, PROVIDE FIXED CONNECTION TO BURNER METAL TOE KICK, REFER TO DETAIL 3G, THIS SHEET GRANITE VENEER, REFER TO DETAIL 3G, THIS SHEET GRANITE COPING, REFER TO DETAIL 3G, THIS SHEET METAL ART, ROLLED STEEL BAR WITH HIGH TEMP BLACK PAINT, MOUNTED TO METAL SHEET ELECTRICAL J-BOX MOUNTED TO STEM WALL FOR HARD-WIRED CONNECTION. REFER TO ELECTRICAL PLANS FOR SWITCH LOCATION. 3G SCALE: 3"=1'-0" FIRE PIT - ENLARGEMENT DETAIL 1" GRANITE COPING, WATER JET FINISH ON VERTICAL FACE, POLISHED FINISH ON TOP FACE, POLISHED FINISH MAY WRAP TOP EDGE OF STONE; MORTAR SET w/ (4) SS DOWELS PER STONE PIECE. BACKER ROD AND SEAL EXTERIOR HEAD JOINTS. RAKE INTERIOR HEAD JOINTS & BED JOINT AND POINT w/ REFRACTORY MORTAR. CONCRETE FOUNDATION, REFER TO STRUCTURAL DETAILS 3/8" BED JOINT, w/ 1-1/4" WIDE x 4" L-TYPE MASONRY STRAP ANCHORS, STAINLESS STEEL; RAKE AND SEAL 1-1/4" WIDE x 3" U-TYPE MASONRY STRAP ANCHORS, STAINLESS STEEL CONTINUOUS PERFORATED METAL, TOE KICK FASTENED TO CONCRETE; 3/16" THICK STAINLESS STEEL W/ 1/4" HOLES @ 3/8" CENTERS 1" Ø GLASS ANCHOR, STAINLESS STEEL, 3" x 3" x 1/4" STEEL ANGLE, CONTINUOUS, FASTENED TO CONCRETE 1'-3 7/8" 4" 3/8" 6"6" 2 3/16" 1 13/16" 9 1/2" VARIES, 2" +/- 3/16" THICK STAINLESS STEEL PERFORATED METAL SHEET w/ OPENING FOR GAS CONNECTION, FULL WELD ENDS, SECURE TO ANGLE, PERFORATIONS SHALL BE1/4" HOLES @ 3/8" ON CENTER 3/8" THICK TEMPERED GLASS SURROUND EXPANSION JOINT GRANITE VENEER, 2" THICK, WATER JET FINISH GENERAL NOTES: 1.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. 2.ALL STEEL SHALL BE STAINLESS STEEL WHERE INDICATED. ALL OTHER STEEL SHALL RECEIVE PRIMER COAT TO AVOID RUSTING. HAND PLACE 1" - 2" Ø SMOOTH FIRE STONES TO COVER BURNER & EDGE OF COPING, DEPTH OF APPROX. 2-1/2" UNOBSTRUCTED AIR SPACE FOR VENTILATION FREE-DRAINING GRAVEL 1 3/4" 4 3/8" VENTILATION OPENING IN CONCRETE, REFER TO DETAIL 3E, THIS SHEET 4'-6" FIRE STONES, REFER TO DETAIL 3G, THIS SHEET GRANITE COPING, REFER TO DETAIL 3G, THIS SHEET TEMPERED GLASS SURROUND, REFER TO DETAIL 3G, THIS SHEET BURNER, REFER TO DETAIL 3F, THIS SHEET 4'-2" 3A SCALE: 3/4" = 1'-0" FIRE PIT - PLAN 3E SD3.63ESD3.6FACE OF CONCRETE FOUNDATION, BELOW 4'-2"4'-0"4'-2" 2" 12'-0" 2" 4'-1 13/16" 3/8" 4'-1 5/8" 3/8" 4'-1 13/16" 4'-0" 3C SD3.6 3B SD3.6 3D SD3.6 97" x 8" BURNER FRAME, REFER TO DETAIL 3F, THIS SHEET TIMER AND EMERGENCY STOP, REFER TO DETAIL 3C & 2D, THIS SHEET METAL ART, ROLLED STEEL BAR WITH HIGH TEMP BLACK PAINT REMOVABLE PANEL IN METAL SHEET FOR MAINTENANCE ACCESS 1'-1 7/8" 1'-1 7/8" 1'-10" 4'-2" 3B SCALE: 3/4" = 1'-0" FIRE PIT - ELEVATION 1 2" +/- 1" METAL TOE KICK, REFER TO DETAIL 3G, THIS SHEET GRANITE VENEER, REFER TO DETAIL 3G, THIS SHEET GRANITE COPING, REFER TO DETAIL 3G, THIS SHEET TEMPERED GLASS, REFER TO DETAIL 3G, THIS SHEET 2" 4'-0" 2" 4'-2" 12'-6" 4'-1 13/16" 3/8" 4'-1 5/8" 3/8" 4'-1 13/16" 5 3/4" METAL ART, ROLLED STEEL BAR WITH HIGH TEMP BLACK PAINT 3C SCALE: 3/4" = 1'-0" FIRE PIT - ELEVATION 2 1'-1 7/8" 1'-1 7/8" 1'-10" 2" +/- 1" 4'-2" 4'-0 1/4" 5 3/4" 3"3" 4'-6" METAL TOE KICK, REFER TO DETAIL 3G, THIS SHEET GRANITE VENEER, REFER TO DETAIL 3G, THIS SHEET GRANITE COPING, REFER TO DETAIL 3G, THIS SHEET TEMPERED GLASS, REFER TO DETAIL 3G, THIS SHEET SEE GRANITE VENEER ENLARGEMENT, DETAIL 3D THIS SHEET FINISH GRADE METAL ART, ROLLED STEEL BAR WITH HIGH TEMP BLACK PAINT 1'-0" FIRE SHUT OFF WALL BOX TIME SWITCH; WALL PLATE TO HIDE ALL TABS AND MOUNTING HARDWARE USED IN FASTENING TIME SWITCH TO GANG BOX. 2.5" DEEP DOUBLE GANG BOX MOUNTED TO STEM WALL FOR HARD-WIRED CONNECTION. REFER TO ELECTRICAL PLANS. CUT OUT GRANITE AROUND ELECTRICAL J-BOX AND EMERGENCY STOP LEAVING 1/8" AIR GAP AROUND PERIMETER OF EACH DEVICE. REFER TO DETAIL 3G THIS SHEET, FOR TYPICAL STONE DIMENSIONS CONDUIT 3D SCALE: 1 1/2" = 1'-0" FIRE PIT - SECTION AT TIMER 4 1/2" 2" 4 1/2" 4 9/16" 1"2 13/16" FIREPIT SHUT OFF TIMER, 1 HOUR EMERGENCY STOP 9 1/2" GRANITE VENEER GRANITE VENEER ENLARGEMENT 1" SITE LAYOUT DETAILS LW PA LW PA REFER TO DETAIL SD3.6 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1 SCALE: 1/2" = 1'-0" TREE GRATE, TYPE 1 (5' X 5')- ENLARGEMENT PLAN 3 SCALE: 1/2" = 1'-0" TREE GRATE, TYPE 1 - SECTION MONOLITHIC THICKENED CONCRETE, 6" THICK MIN., EXTRA LABOR AND MATERIALS INCLUDED IN COST OF TREE GRATE MONOLITHIC THICKENED CONCRETE, 6" THICK MIN., EXTRA LABOR AND MATERIALS INCLUDED IN COST OF TREE GRATE GENERAL NOTES: 1.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2.CONTRACTOR SHALL SUPPLY SHOP DRAWINGS. 3.ALL GAPS IN GRATING AND AROUND OPENINGS SHALL COMPLY WITH ADA REQUIREMENTS EQ.EQ. 5' [+/-] SQ. TREE GRATE 5'-0" BIKE LANE 6"6"6" 2 3/4" 5" MIN. 1'-6" (+/- 58") OPENING 3 3/4" 2'-0" TYP. 3 3/8" 1'-6" TYP. 3" TYP. 5 7/8" 2 1/4" CYCLE TRACK. REFER TO DETAIL 9, SHEET 3.5 5' SQ TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "B" ANCHORS ON (1) SIDE. SEE DETAIL 6, THIS SHEET COMPACTED SUBGRADE SUSPENDED PAVEMENT ASSEMBLY. SEE SOILS PLAN AND SHEET SD5.3 FOR DETAILS. TOPSOIL, AMENDED SEE SOILS DETAILS EXISTING PAVERS, PERMEABLE ON AGGREGATED BASE EXISTING CURB, GRANITE, 6" WIDE x 6" DEPTH ON CONCRETE CURB, REINFORCED 3 SD3.7 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "A" ANCHORS ON (3) SIDES, SEE DETAIL 5, THIS SHEET PAVING JOINT, TYP. SEE SITE LAYOUT PLAN & DETAIL 1, SHEET SD3.4 SIDEWALK, CONCRETE, REFER TO DETAIL 2, SHEET SD3.4 5' SQ. TREE GRATE, TYPE 1, RAW DUCTILE IRON w/ BLACK POWDER COAT, TREE OPENING 1'-6" x 1'-6" (+/- 1") CYCLE TRACK. REFER TO DETAIL 9, SHEET 3.5 TREE PLANTING. REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS 5' SQ. TREE GRATE, TYPE 1, RAW DUCTILE IRON w/ BLACK POWDER COAT, TREE OPENING 1'-6" x 1'-6" (+/- 1") MULCH, STONE, REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "A" ANCHORS ON (3) SIDES, SEE DETAIL 5, THIS SHEET OPENING IN TREE GRATE; 5-7/8" x 3-3/8" OPENING TO ALIGN WITH TREE GRATE BARS AND ALIGN WITH EDGE OF PANEL; COORDINATE WITH MANUFACTURER ELECTRICAL RECEPTACLE, PEDESTAL, REFER TO SEE DETAIL 1B, SHEET SD3.9 EXISTING PAVER ROADWAY, PERMEABLE PAVERS EXISTING GRANITE CURB, GRANITE, 6" WIDE x 6" DEPTH TYP. 1/4" X 3" X 2" TAB W/ 9/16" HOLE FOR 1/2" CONCRETE ANCHOR. INSTALL PER MFR. INST., ANCHOR PROVIDED BY INSTALLER 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "B" ANCHORS ON (1) SIDE. SEE DETAIL 6, THIS SHEET ANGLE STOCK PERIMETER FRAME 3/4"X 2" CONTINUOUS FLAT BAR, BELOW 3/8" X 2" FLAT BAR CROSS SUPPORTS EXISTING CONCRETE FOUNDATION, BELOW 2 SCALE: 1/2" = 1'-0" TREE GRATE, TYPE 3 (5'x10') - ENLARGEMENT PLAN GENERAL NOTES: 1.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2.CONTRACTOR SHALL SUPPLY SHOP DRAWINGS. 3.ALL GAPS IN GRATING AND AROUND OPENINGS SHALL COMPLY WITH ADA REQUIREMENTS 4 SCALE: 1/2" = 1'-0" TREE GRATE, TYPE 3 - SECTION EQ.EQ. 5' [+/-] SQ. TREE GRATE 4'-0"1'-0" 3 3/4" 1'-6" (+/- 58") OPENING EQ. SPACING, NOT TO EXCEED 18". O .C. 10" 10" 6" MIN. 4" 1'-0" 1 7/8" 1'-5 7/8" PAVER, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4; THICKENED CONCRETE SLAB OVER SUSPENDED PAVEMENT ASSEMBLY 4 SD3.7 5' x 10' TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "D" ANCHORS ON (3) SIDES, SEE DETAIL 8, THIS SHEET 5' x 10' TREE GRATE, TYPE 2, RAW DUCTILE IRON w/BLACK POWDER COAT, TREE OPENING 1'-6" x 1'-6" (+/- 1") PAVER TYPE 2, REFER TO DETAIL 4, SHEET SD 3.4 SUSPENDED PAVEMENT ASSEMBLY. SEE SOILS PLAN AND SHEET SD5.3 FOR DETAILS. TOPSOIL, AMENDED SEE SOILS DETAILS 5' x 10' TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "C" ANCHORS ON (1) SIDE. SEE DETAIL 7, THIS SHEET EXISTING PAVER, GRANITE ACCESS PANEL IN TREE GRATE, 1'-0" x 1'-5 7/8",PANEL SIZE TO ALIGN WITH TREE GRATE BARS;PANEL TO FASTEN TO GRATE; COORDINATE WITH MANUFACTURER 5' x 10' TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "C" ANCHORS ON (1) SIDE. SEE DETAIL 7, THIS SHEET ANGLE STOCK PERIMETER FRAME EXISTING EDGE RESTRAINT, REMOVED AND REINSTALLED, SEE DETAIL 7, THIS SHEET TYP. 14" X 2" X 2" TAB w/ 916" HOLE FOR 12" CONCRETE ANCHOR. INSTALL PER MFR. INST., ANCHOR PROVIDED BY INSTALLER (2) OPENING IN TREE GRATE FOR LIGHT; COORDINATE SIZE WITH MANUFACTURER EXISTING PAVER ROADWAY, PERMEABLE PAVERS EXISTING PAVERS, TYPE 6 EXISTING CONCRETE FOUNDATION, BELOW 3/4"X 2" CONTINUOUS FLAT BAR, BELOW 3/8" X 2" FLAT BAR CROSS SUPPORTS TREE PLANTING. REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS TREE GRATE, TYPE 2 (5' X 10') , RAW DUCTILE IRON w/ BLACK POWDER COAT, TREE OPENING 1'-6" x 1'-6" (+/- 1") MULCH, STONE, REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS 5' X 10'SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "D" ANCHORS ON (3) SIDES, SEE DETAIL 8, THIS SHEET RECEPTACLE, GROUND BOX GFCI, BELOW, REFER TO DETAIL 2, SHEET SD3.9 LOCATION OF SECOND UPLIGHT LUMINAIRE, TYPE S8, REFER TO DETAIL 4A, SHEET SD3.11 APPR O X. 1 8" O. C. 6 SCALE: 1 1/2" = 1'-0" TYPE "B" TREE GRATE FRAME ANCHOR- ENLARGEMENT GENERAL NOTES: 1.CUSTOM TAB SIZING SHALL ALLOW FOR ADEQUATE ANCHORING INTO CONCRETE FOUNDATION FOR CURB. 3 3/4" 1'-0" 2-3/4" 2-3/4" TREE GRATE ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS AND MAINTAIN 3-3/4" HIGH EDGE PROFILE. EXISTING GRANITE CURB 1/2" EXPANSION JOINT (SEALED) ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS. ANGLE TAB, EQUAL SPACING, NOT TO EXCEED 18" O.C. TYP. OR AS SPECIFIED 1" MORTAR BED 3/4"X 2" CONTINUOUS FLAT BAR TO PROVIDE EXTRA LOADING ALONG CURB 3/4"X 2" CONTINUOUS FLAT BAR SECTION ISOMETRIC EXISTING CONCRETE FOUNDATION FOR CURB 1/4" x 3" x 2" TAB w/ 9/16" HOLE FOR 1/2" CONCRETE ANCHOR ANGLE TAB, EQUAL SPACING, NOT TO EXCEED 18" O.C. TYP. OR AS SPECIFIED 8 SCALE: 1 1/2" = 1'-0" TYPE "D" TREE GRATE FRAME ANCHOR- ENLARGEMENT APPRO X. 1 8 " O. C. 3-3/4" 2 1/2" MIN. TYP. 14" X 2" X 2" TAB w/ 916" HOLE FOR 12" CONCRETE ANCHOR. INSTALL PER MFR. INST., ANCHOR PROVIDED BY INSTALLER TYP. 3/16" TH. CONTINUOUS FLAT BAR SECTION ISOMETRIC TAB; EQUAL SPACING, NOT TO EXCEED 18" O.C. TYP. ANGLE IRON PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS. TYP. 3/16" THICK CONTINUOUS FLAT BAR TREE GRATE ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS AND MAINTAIN 3 34" HIGH EDGE PROFILE. PAVER, TYPE 2, REFER TO DETAIL 4, SHEET SD 3.4 7 SCALE: 1 1/2" = 1'-0" TYPE "C" TREE GRATE FRAME ANCHOR- ENLARGEMENT APPRO X . 1 8 " O. C . GENERAL NOTES: 1.CUSTOM TAB SIZING SHALL ALLOW FOR ADEQUATE ANCHORING INTO CONCRETE FOUNDATION FOR CURB. 3-3/4" 2-1/2" MIN. SECTION ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS. ANGLE TAB, EQUAL SPACING NOT TO EXCEED 18" O.C. TYP. OR AS SPECIFIED 3/4" x 2" CONTINUOUS FLAT BAR TREE GRATE 3/4" x 2" CONTINUOUS FLAT BAR TO PROVIDE EXTRA LOADING ALONG CURB EXISTING CONCRETE AT ROAD ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS AND MAINTAIN 3-3/4" HIGH EDGE PROFILE. 1/4" x 2" x 2" TAB w/ 9/16" HOLE FOR 1/2" CONCRETE ANCHOR ANGLE TAB, EQUAL SPACING, NOT TO EXCEED 18" O.C. TYP. OR AS SPECIFIED PAVER, TYPE 6, REFER TO DETAIL 5, SHEET SD 3.4 EXISTING EDGE RESTRAINT, (CURV-RITE 4000 SERIES ALUMINUM RESTRAINT OR APPROVED EQUAL, 4" HT.) TO BE REMOVED AND REINSTALLED SO LEG & ANCHOR SIT UNDER PAVER, TYPE 6. RESTRAINT TO FIELD CUT TO 3" HEIGHT TO ELIMINATE CONNECTION SLOT AND MAINTAIN MAXIMUM THICKNESS OF 1/8", MINIMUM LENGTH 3"; ADJACENT RESTRAINT PIECE NOT TO BE SPLICED. ISOMETRIC 5 SCALE: 1 1/2" = 1'-0" TYPE "A" TREE GRATE FRAME ANCHOR - ENLARGEMENT APPR O X. 1 8 " O. C. 45° 6" MIN. 6" MIN. ANGLE STOCK PERIMETER FRAME #3 REBAR EMBEDMENT ANCHOR, EQUAL SPACING NOT TO EXCEED 18" O.C. TYP. SECTION ISOMETRIC TREE GRATE TYP. #3 REBAR EMBEDMENT ANCHOR, 6" TYP. OVERALL LENGTH ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS. CURB TO BE INTEGRALLY POURED WITH CONCRETE, SIDEWALK, 6 INCH; NO EXPANSION JOINT CYCLE TRACK. SEE DETAIL 9, SHEET 3.5 SUSPENDED PAVEMENT ASSEMBLY, SEE DETAIL SHEET SD5.6 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 SITE LAYOUT DETAILS CK PA LW PA REFER TO DETAIL SD3.7 4" 3 3/4" PAVER, TYPE 2, REFER TO DETAIL 4, SHEET SD 3.4 4" MIN EXISTING GRAVEL, MAINTAIN 4" DEPTH MIN. EXISTING STORM TRAP, DO NOT DISTURB 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL 2A SCALE: 1"=1'-0" UMBRELLA BASE, TYPE 1 CUSTOM MOUNT AT CONDITION OVER STORM TRAP 3' SQ. x 12" HIGH, CONCRETE FOUNDATION, REFER TO STRUCTURAL SHEETS CUSTOM 9x9 MOUNTING PLATE w/ BOLT ANCHORS, DESIGNED AND PROVIDED BY MANUFACTURER CUSTOM MAX BASE EXTENSION, DESIGNED AND PROVIDED BY MANUFACTURER UMBRELLA MAST SECURITY STEM, SIZED PER UMBRELLA CUT PAVERS TO WRAP MOUNTING BASE NON-SHRINK GROUTSIDEWALK, CONCRETE, REFER TO DETAIL 2, SHEET SD3.4 CUSTOM MOUNT IN CONCRETE 3' SQ. x 12" HIGH, CONCRETE FOUNDATION, REFER TO STRUCTURAL SHEETS CUSTOM 9x9 MOUNTING PLATE w/ BOLT ANCHORS, DESIGNED AND PROVIDED BY MANUFACTURER CUSTOM MAX BASE EXTENSION, DESIGNED AND PROVIDED BY MANUFACTURER UMBRELLA MAST SECURITY STEM, SIZED PER UMBRELLA 1'-0" 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOIN MATERIAL, SEALED 4" 12" LONG x 3/8" Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED 1'-0" TYP. 1'-6" TYP. 4" MIN CUSTOM MOUNT AT PAVERS TYPE 2 BORDER UMBRELLA MAST 1'-0" 4" SIDEWALK, CONCRETE, REFER TO DETAIL 2, SHEET SD3.4 THICKEN CONCRETE AT UMBRELLA FOUNDATION, TYP. BOTH SIDES, REFER TO STRUCT SHEETS 1'-0" 4" MIN 1'-0" COMPACTED AGGREGATE, NO. 53 COMPACTED SUBGRADE GENERAL NOTES: 1.ALL SECURITY STEMS SHALL BE SIZED TO WORK WITH UMBRELLAS AS SPECIFIED ON FFE PLAN. 2.CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR CUSTOM MOUNTING PLATE AND BASE EXTENSION FROM MANUFACTURER. 3.CONTRACTOR SHALL PROVIDE NYLON PLUGS TO BE INSTALLED IN BOLT LOCATIONS WHEN UMBRELLAS ARE NOT IN USE. 4.CONCRETE FOUNDATION AND CUSTOM MOUNTING PIECES SHALL BE SET SO THAT THE BASE PLATE IS FLUSH WITH FINISH GRADE. 5.LOCATION PER LAYOUT PLAN SHALL BE AT THE CENTER OF THE UMBRELLA POLE. THICKEN CONCRETE AT UMBRELLA FOUNDATION, TYP. BOTH SIDES 1'-0" PAVER, TYPE 2, REFER TO DETAIL 4, SHEET SD 3.4 EXISTING GRAVEL, MAINTAIN 4" DEPTH MIN. EXISTING STORM TRAP, DO NOT DISTURB 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL 3' SQ. x 12" HIGH, CONCRETE FOUNDATION, REFER TO STRUCTURAL SHEETS CUSTOM 9x9 MOUNTING PLATE w/ BOLT ANCHORS, DESIGNED AND PROVIDED BY MANUFACTURER CUSTOM MAX BASE EXTENSION, DESIGNED AND PROVIDED BY MANUFACTURER SECURITY STEM, SIZED PER UMBRELLA 12" LONG x 3/8" Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED 3'-0"3'-0" CUT PAVERS TO WRAP MOUNTING BASE NON-SHRINK GROUT 3'-0" 2B SCALE: 1"=1'-0" UMBRELLA BASE, TYPE 2 2C SCALE: 1"=1'-0" UMBRELLA BASE, TYPE 3 4" 6" 4" 6" THICKEN CONCRETE AT UMBRELLA FOUNDATION, TYP. BOTH SIDES, REFER TO STRUCT SHEETS 1A SCALE: 1"=1'-0" TENT ANCHOR 8" 4'-0" S.Q. 4'-0" 4'-0" 1'-1 3/4" 1'-3 3/4" 1'-4 1/8" 1'-5 1/8" SUB-BASE PLATE PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 EDGE OF CONCRETE FOOTING BELOW NON-SHRINK GROUT TOP OF THREADED NYLON PLUGS IN PAVERS FOR USE WHEN TENT IS NOT INSTALLED EXISTING STORM TRAP EXISTING AGGREGATE, MAINTAIN 4" DEPTH, MIN. 4,000 PSI CONCRETE FOUNDATION w/ (5) #5's ON CENTER EACH WAY, 3" CLR, TYP. (4) 3/4" Ø A307 ANCHOR BOLT 4" MIN. 3 3/4" 1 7/8" 8" 4" 1" TH. NON-SHRINK GROUT UNDER SUB-BASE PLATE GALV. STEEL SUB-BASE PLATE, SEE ENLARGEMENT DETAIL. SET SUB-BASE PLATE PLUMB AND LEVEL TENT BASE PLATE AND ANCHORS BY TENT CONTRACTOR NON-SHRINK GROUT PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 5)1"Ø THREADED NYLON PLUGS FOR USE WHEN TENT IS NOT INSTALLED 3'-4" EXISTING STORM TRAP EXISTING AGGREGATE, MAINTAIN 4" DEPTH, MIN. 4,000 PSI CONCRETE FOUNDATION w/ (5) #5's ON CENTER AND (5" #5's BENT ON CENTER, 3" CLR, TYP. 4" MIN. 3 3/4" 1 7/8" 8" 4"3" 1" TH. NON-SHRINK GROUT UNDER SUB-BASE PLATE GALV. STEEL SUB-BASE PLATE, SEE ENLARGEMENT DETAIL. SET SUB-BASE PLATE PLUMB AND LEVEL TENT BASE PLATE AND ANCHORS BY TENT CONTRACTOR NON-SHRINK GROUT PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 5)1"Ø THREADED NYLON PLUGS FOR USE WHEN TENT IS NOT INSTALLED LAWN PAVER EDGE RESTRAINT 3'-4" 4'-0" 1'-1 3/4" 1'-3 3/4" 1'-4 1/8" 1'-6 1/8" SUB-BASE PLATE TRANSITION-PAVERS, TYPE 2 TO PLANT BED, REFER TO DETAIL 7, SHEET SD3.5 EDGE OF CONCRETE FOOTING BELOW NON-SHRINK GROUT TOP OF THREADED NYLON PLUGS IN PAVERS FOR USE WHEN TENT IS NOT INSTALLED EDGE OF CONCRETE SUB SLAB UNDER PAVERS PAVER EDGE RESTRAINT PLANTING SOIL (4) 3/4" Ø A307 ANCHOR BOLTCONDITION IN PAVERS - SECTION CONDITION IN PAVERS - PLAN CONDITION IN PAVERS AND LAWN EDGE - SECTION CONDITION IN PAVERS AND LAWN EDGE - PLAN 8" 6" MIN. 6" MIN 6" MIN 3 3/4"3 3/4" 3 SCALE: 3/4"=1'-0" BIKE RACK GENERAL NOTES: 1.SEE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. 2.ALL BIKE RACK LOCATIONS TO BE APPROVED IN FIELD BY ENGINEER. FRONT VIEW SIDE VIEW 2'-10 1/4" 6" BIKE RACK, IN-GROUND; CUSTOM HEIGHT, TOTAL 3'-8" TO PROVIDE 6" EMBED, REFER TO SPECIAL PROVISIONS CORE DRILL, 6" DEPTH, FILL HOLES WITH NON-SHRINK GROUT AFTER PLACING BIKE RACK IN PLACE. PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 SUSPENDED PAVEMENT ASSEMBLY, REFER TO SHEETS SD5.2 - SD5.3 BIKE RACK, IN-GROUND; CUSTOM HEIGHT, TOTAL 3'-8" TO PROVIDE 6" EMBED, REFER TO SPECIAL PROVISIONS CORE DRILL, 6" DEPTH, FILL HOLES WITH NON-SHRINK GROUT AFTER PLACING BIKE RACK IN PLACE. PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 SUSPENDED PAVEMENT ASSEMBLY, REFER TO SHEETS SD5.2 - SD5.3 3'-8" 1'-8" 1'-1 3/4" 1'-3 3/4" 2" TYP. 2" TYP. 1B SCALE: 1 1/2" = 1'-0" TENT ANCHOR SUB-BASE PLATE 8" 4 1/2" TYP. A36 THREADED SLEEVE FOR A36 THREADED SLEEVE FOR 1"Ø THREADED BOLT. SLEEVE TO BE MIN. 1/4" TH. THREADED MATERIAL SHALL DEVELOP FULL STRENGTH OF BOLT. 5/8" TH. A36 PLATE 1/4" TH. STIFFENER, WELDED TO BASE PLATE, TYP. 5 7/8" 3 1/2" TYP. 3 1/2" TYP. 3 7/8" (4) 3/4" Ø A307 ANCHOR BOLT, BELOW PLAN SECTION (4) 3/4" Ø A307 ANCHOR BOLT w/ 4" PROJECTION 5 7/8" TOP OF FOOTING 2" 3 7/8" 3 1/2" 5 7/8" 1" 5/8" TOP OF PAVEMENT 1" TH. NON-SHRINK GROUT 5/8" TH. A36 PLATE 1/4" TH. STIFFENER, WELDED TO BASE PLATE, TYP. THREADED SLEEVE 5)1"Ø THREADED NYLON PLUGS FOR USE WHEN TENT IS NOT INSTALLED TENT BASE PLATE AND ANCHORS BY TENT VENDOR (TYP.) GENERAL NOTES: 1.TENT ANCHORS DESIGNED TO WORK WITH LOSEBERGER CLEAR SPAN TENT. 2.ALL DIMENSIONS ARE GIVEN FOR REFERENCE ONLY. ANCHOR SIZES AND LOCATIONS TO BE VERIFIED ON SITE WITH TENT CONTRACTOR. 3.ALL STRUCTURAL STEEL SHALL BE GALVANIZED. 6 7/8" 4 SCALE: 1"=1'-0" WATER BOLLARD SIDEWALK CONCRETE, REFER TO DETAIL 2, SHEET SD 3.4 WATER BOLLARD, REFER TO SPECIAL PROVISIONS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 12" Ø CONCRETE FOOTING 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED GENERAL NOTES 1.WATER BOLLARD TO BE INSTALLED SO THAT SPIGOTS FACE WEST. WATER LINE, REFER TO UTILITY SHEETS WATER BOLLARD CHASSIS PLATE SIDE VIEW FRONT VIEW 2'-6" 1'-0" 1'-0" 2'-6" SITE LAYOUT DETAILS CK PA LW PA REFER TO DETAIL SD3.8 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 2 REVISION ADDENDUM 2 - 04.13.20182 2 SCALE: 1" = 1'-0" RECEPTACLE, GROUND BOX, GFCI CONDITION IN PAVERS - SECTION 4" 3 3/4" 6" 10 3/4" 1'-4 1/8" TOPSOIL, STRUCTURAL 1'-2 1/16" 1'-2 1/8" 8 1/8" ADJACENT PLANT BED; SEE PLANS RECEPTACLE, GROUND BOX, GFCI, SEE ELEC., SET FLUSH W/PAVERS CONDITION IN PAVERS - PLAN CONCRETE PROFILE BEYOND PAVERS, TYPE 2, SEE DETAIL 3, SHEET SD3.4 ELECTRICAL CONDUIT WITH PVC MALE ADAPTER FITTING PAVER EDGE RESTRAINT, TRIIM AT GROUND BOX LOCATION AS NEEDED FINISH GRADE AT PLANT BED TRANSITION - PAVERS, TYPE TO TO PLANT BED, REFER TO DETAIL 7, SHEET SD3.5 DOUBLE SOLDIER COURSE BORDER IN PAVERS, TYPE 2 8 3/4" 1'-4 1/8" 8 1/8" 1'-2 1/8" 1'-4 1/8" 8 3/4" GENERAL NOTES: 1.INSTALL PEDESTAL PER MANUFACTURER'S INSTRUCTIONS. 2.PEDESTAL TO BE INSTALLED WITH OPENING FOR OUTLET TOWARDS LAWN. RECEPTACLE, GROUND BOX, GFCI, SEE ELEC., SET GROUND BOX DIRECTLY ADJACENT TO CONCRETE WHERE SHOWN PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 TREE GRATE, TYPE 2 AND FRAME, REFER TO DETAIL 2, SHEET SD3.7 CONDITION IN TREE GRATE - PLAN CONDITION IN TREE GRATE - SECTION PAVERS TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 SUSPENDED PAVEMENT ASSEMBLY. SEE SOILS PLAN AND SHEET SD5.3 FOR DETAILS. 1'-4 1/8" 10 3/4" 6 1/2" MIN.FREE-DRAINING AGGREGATE BASE GENERAL NOTES: 1.INSTALL PEDESTAL PER MANUFACTURER'S INSTRUCTIONS. 2.RECEPTACLE TO BE INSTALLED WITH OPENING FOR OUTLET TOWARDS TREE. 3.SEE PLANS FOR LOCATION INSIDE EACH TREE GRATE. ALIGN TOP EDGE OF RECEPTACLE WITH PAVER EDGE RESTRAINT PAVER EDGE RESTRAINT RECEPTACLE, GROUND BOX, GFCI, SEE ELEC., SET GROUND BOX 1/8" BELOW FINISH GRADE TO AVOID SNAGGING EDGE OF CONCRETE, BELOW 4 1/4" TREE GRATE WITH FRAME, REFER TO DETAIL 2, SHEET SD3.7 MULCH, STONE, REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS RECEPTACLE, GROUND BOX, GFCI, SEE ELEC., SET GROUND BOX BELOW TREE GRATE, SET FLUSH W/ STONE MULCH 1'-5 7/8" ACCESS PANEL 8" MIN 4 SCALE: 1" = 1'-0" CHARGING STATION TYPICAL CONDITION - SECTION CONDITION OVER STORM TRAP - SECTION 10"2'-2" 4" MIN 10" 8" TYPICAL CONDITION - PLAN CONDITION OVER STORM TRAP - PLAN SIDEWALK, CONCRETE, REFER TO DETAIL 2, SHEET SD3.4 PAVEMENT, STABILIZED DECOMPOSED GRANITE, REFER TO DETAIL 8, SHEET SD3.4 CHARGING STATION, REFER TO SPECIAL PROVISION CHARGING STATION, REFER TO SPECIAL PROVISION 3" 4"1" TYP. 3" 4"1" TYP. 10" 8" 5" FINISH GRADE AT PLANT BED EXPANSION JOINT ANCHOR L BOLT ASSEMBLY AS SUPPLIED BY MANUFACTURER ELECTRICAL CONDUIT, REFER TO ELECTRICAL SHEETS C.I.P. CONCRETE FOOTING, REFER TO STRUCTURAL SHEETS COMPACTED SUBGRADE CHARGING STATION, REFER TO SPECIAL PROVISION ANCHOR L BOLT ASSEMBLY AS SUPPLIED BY MANUFACTURER ELECTRICAL CONDUIT, REFER TO ELECTRICAL SHEETS 8"8" 8"10" EXISTING STORM TRAP EXISTING AGGREGATE, COMPACTED, MAINTAIN 4" MIN. C.I.P. CONCRETE FOOTING, REFER TO STRUCTURAL SHEETS 8" MIN PAVEMENT, STABILIZED DECOMPOSED GRANITE, REFER TO DETAIL 8, SHEET SD3.4 TRANSITION-PAVEMENT, STONE AGGREGATE TO PLANT BED, REFER TO DETAIL 8, SHEET SD3.5 PLANT BED EDGE OF CONCRETE FOOTING CHARGING STATION, REFER TO SPECIAL PROVISION EDGE OF CONCRETE FOOTING PAVEMENT, STABILIZED DECOMPOSED GRANITE, REFER TO DETAIL 8, SHEET SD3.4 EXPANSION JOINT LOCATION PER LAYOUT PLAN LOCATION PER LAYOUT PLAN 3" 4" 3" 4" 5" 2'-6" PAVEMENT, STABILIZED DECOMPOSED GRANITE, REFER TO DETAIL 8, SHEET SD3.4 8" SHADE CANOPY POST, REFER TO SHEETS SD.20 & SD.21 8" SHADE CANOPY POST, REFER TO SHEETS SD.20 & SD.21 SUSPENDED PAVEMENT ASSEMBLY. SEE SOILS PLAN AND SHEET SD5.3 FOR DETAILS. 1A SCALE: 1" = 1'-0" RECEPTACLE, PEDESTAL, GFCI - TYPE 1 (2) Ø 3/8" BENT BAR, 3" CLR 10" EXISTING PAVER ROADWAY, PERMEABLE PAVERS EXISTING GRANITE CURB, GRANITE, 6" WIDE x 6" DEPTH SIDEWALK, CONCRETE, THICKENED, REFER TO TREE GRATE DETAILS CYCLE TRACK. REFER TO DETAIL 9, SHEET 3.5 5' SQ. TREE GRATE FRAME, REFER TO DETAIL 1, SHEET SD3.7 BASE PLATE CONCRETE PAD BASE OF PEDESTAL EDGE OF TREE GRATE, 5-7/8" x 3-3/8" OPENING 1'-0" 10"5" 2 1/2" SIDEWALK, CONCRETE, THICKENED, REFER TO TREE GRATE DETAILS 5' SQ. TREE GRATE WITH FRAME, REFER TO DETAIL 1, SHEET SD3.7 CONCRETE PAD INTEGRAL BASE PLATE BASE OF RECEPTACLE 5" 7/16" TYP. GENERAL NOTES: 1.INSTALL PEDESTAL PER MANUFACTURER'S INSTRUCTIONS. 2.PEDESTAL TO BE INSTALLED WITH HINGE TOP OPENING TOWARDS TREE. 3.REFER TO TREE GRATE DETAIL 1, SHEET SD3.7. 1'-0" 6" 2 3/4" 4" ELECTRICAL CONDUIT, REFER TO ELEC. SHEETS GENERAL NOTES: 1.INSTALL PEDESTAL PER MANUFACTURER'S INSTRUCTIONS. 2.PEDESTAL TO BE INSTALLED WITH HINGE TOP OPENING TOWARDS TREE. 3.LOCATION PER LAYOUT PLAN SHALL BE AT THE CENTER OF THE RECEPTACLE BASE. ELECTRICAL CONDUIT, REFER TO ELEC. SHEETS 3" MULCH, HARDWOOD SHREDDED BARK, SEE SPECIAL PROVISIONS. HINGED TOP ON RECEPTACLE BASE OF RECEPTACLE GFI OUTLET SHALL BE SET AT 1'-0" ABOVE FINISHED GRADE 1B SCALE: 1" = 1'-0" RECEPTACLE, PEDESTAL, GFCI - TYPE 2 LOCATION PER LAYOUT PLAN HINGE TOP BASE OF RECEPTACLE 2 1/2" 2 1/2" SECTION PLAN 1 1/4" 1 1/4" SECTION PLAN 5" HINGED TOP ON RECEPTACLE 3 SCALE: 1" = 1'-0" RECEPTACLE, OUTDOOR OUTLET, GFCI PLATFORM BENCH REFER TO SHEETS SD3.12-SD3.19. OUTDOOR RATED GFCI DUPLEX WITH NEMA RATED WEATHER PROOF WHILE-IN-USE-COVER, MOUNTED HORIZONTALLY TO PLATFORM BENCH METAL FRAMEWORK ELECTRICAL CONDUIT, REFER TO ELECTRICAL SHEETS. NOTCH WOOD BOARD AROUND OUTLET COVER. MAINTAIN MINIMUM 1 1/2" DEPTH AT OUTLET CUTOUT. FINISH GRADE AT PLANTING BED SITE LAYOUT DETAILS PA PA LW KO REFER TO DETAIL SD3.9 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1B SCALE: 1" = 1'-1/2" LUMINAIRE, TYPE S5 & S6 - BASE PLATE 1'-3 3/4" 11 3/4" BASE COVER, COLOR TO MATCH LUMINAIRE TOP NUTS FLAT WASHERS 1" TH. BASE PLATE ANCHOR BOLTS LEVELING WASHERS FLAT WASHERS 1'-4 5/8" 4 1/8" 5 7/8" SECTION VIEW PLAN VIEW LUMINAIRE, TYPE S5 AND S6 LOCATION PER LAYOUT PLAN BASE PLATE CUSTOM STANDOFF PLATE FRONT VIEW SIDE VIEW CONDUIT, REFER TO ELEC. SHEETS 2A SCALE: 1/2" = 1'-0" LUMINAIRE, TYPE S5 & S6 - MOUNTING DETAIL SPEAKER, TYPE S1 SPEAKER MOUNTING BRACKET, PROVIDED BY MANUFACTURER WALL MOUNTING BRACKET, PROVIDED BY MANUFACTURER CUSTOM STAND OFF PLATE, WELDED TO POLE AND FINISHED TO MATCH POLE, PROVIDED BY POLE MANUFACTURER, REFER TO ENLARGED DETAIL HAND HOLE WITH WEATHER TIGHT GASKET TO RECEIVE SPEAKER WIRE CUSTOM BRACKET TO FASTEN LIGHTNING SUPPRESSOR TO INSIDE OF LIGHT POLE, REFER TO ENLARGED DETAIL LIGHTENING SUPPRESSOR, REFER TO AUDIOVISUAL AND ELEC. SHEETS(INSIDE THE POLE) LIGHTENING SUPPRESSOR, REFER TO AUDIOVISUAL AND ELEC. SHEETS(INSIDE THE POLE) SPEAKER, TYPE S1, REFER TO AUDIOVISUAL AND ELEC. SHEETS, INSTALLED PER MANUFACTURERS INSTRUCTIONS CUSTOM MOUNT, REFER TO AXONOMETRIC VIEW 8'-0" HAND HOLE WITH WEATHER TIGHT GASKET TO RECEIVE SPEAKER WIRE AXONOMETRIC VIEW 4 1/8" 1'-11 3/4" 1'-0 1/8" 5'-4" 6" 4 1/2" 7" 1'-7" 8 1/2" 1'-2 7/8" 1'-11 5/8" 6 5/8" CONDUIT, REFER TO ELEC. SHEETS THREADED HOLES FOR LIGHTENING SUPPRESSOR MOUNTING BRACKET LUMINAIRE, TYPE S5/S6 FLOOD LIGHT MODULE, (TYPE S6 ONLY) FLOOD LIGHT MODULE LUMINAIRE, TYPE S5/S6 ACCESS DOOR BASE COVER CUSTOM MOUNTING BRACKET FOR LIGHTNING SUPPRESSOR, REFER TO AXONOMETRIC VIEW W 8X31 POST 4 SCALE: 3"=1'-0" SPEAKER, TYPE S2 MOUNT - AT SHADE STRUCTURE FLUSH WALL MOUNT, INSTALL PER MANUFACTURERS SPECIFICATIONS. PLAN VIEW @ SPEAKER SIDE VIEW FRONT VIEW FLUSH WALL MOUNT, INSTALL PER MANUFACTURERS SPECIFICATIONS. GENERAL NOTES: 1.CONFIRM WITH THE AV CONSULTANT FOR PROPER HEIGHT AND LOCATION OF WALL BRACKETS BEFORE INSTALLATION. 2.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. 3.REFER TO DETAIL 8, SHEET SD3.21 FOR MOUNTING LOCATION. SPEAKER, TYPE S2(20.8"x3.9"x6.0"), REFER TO SPECIAL PROVISIONS OUTLINE OF SPEAKER, TYPE S2 2-3/4" x 4-1/2" STEEL COVER PLATE W/ WATER TIGHT GASKET, PAINTED TO MATCH SHADE STRUCTURE. WATER TIGHT GROMMET FOR SPEAKER WIRE EQ.EQ. 2"x4"x1-1/2" OUTDOOR, STEEL ELECTRICAL BOX, WELDED TO POST. COORDINATE LOCATION TO ALIGN WITH SPEAKER WIRE LOCATION. COVER PLATE SHALL BE LOCATED COMPLETELY BEHIND SPEAKER. 2-3/4" x 4-1/2" STEEL COVER PLATE W/ WATER TIGHT GASKET, PAINTED TO MATCH SHADE STRUCTURE. 1 1/2" 1/8" POST AND CONDUIT CHASE ON SHADE STRUCTURE, REFER TO DETAIL 7, SHEET SD3.2 ELECTRIC BOX FLUSH WALL MOUNT, INSTALL PER MANUFACTURERS SPECIFICATIONS. SPEAKER, TYPE S2(20.8"x3.9"x6.0"), REFER TO SPECIAL PROVISIONS CONDUIT FOR SPEAKER LIGHTNING SUPPRESSOR, BEHIND CONDUIT CHASE PANEL, REFER TO AUDIOVISUAL AND ELEC. SHEETS. LIGHTNING SUPPRESSOR, REFER TO AUDIOVISUAL AND ELEC. SHEETS. PLAN VIEW @ LIGHTNING SUPPRESSOR 1 1/2" 1/8" 1 3/8" W x 3 1/2" H x 1/8" THICK PLATE STEEL W/ (2) HOLES FOR MOUNTING LIGHTNING SUPPRESSOR. WELDED TO POST. LIGHTNING SUPPRESSOR, REFER TO AUDIOVISUAL AND ELEC. SHEETS. 1A SCALE: 1" = 1'-0" LUMINAIRE, TYPE S5 & S6 - FOUNDATION CONDUIT, REFER TO ELEC. SHEET TRANSITION, PAVERS, TYPE 2, TO PLANTING BED, SEE DETAIL 7, SD3.5 EXISTING GRAVEL, MAINTAIN 4" DEPTH MIN. EXISTING STORM TRAP, DO NOT DISTURB 4" MIN. +/- 1'-2" CONCRETE FOUNDATION, SEE STRUCT. SHEET EXPANSION JOINT 3" 1'-4 5/8" LIGHT POLE BASE PLATE AND BASE COVER, SEE DETAIL ON THIS SHEET AND STRUCTURAL SHEETS PLAN SECTION 1'-4 5/8" LOCATION PER LAYOUT PLAN CONCRETE FOUNDATION BELOW, SEE STRUCTURAL SHEET. ADJACENT PLANT BED, SEE LANDSCAPE PLAN BASE PLATE, SEE DETAIL 1B THIS SHEET TRANSITION, PAVERS, TYPE 2, TO PLANTING BED, SEE DETAIL 7, SD3.5 LUMINAIRE POLE COVER SHALL SIT FLUSH WITH TOP OF PAVERS LUMINAIRE POLE PAVERS, TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 2D NOT TO SCALE STAND OFF BRACKET FOR SPEAKER MOUNT RADIUS TO MATCH POLE CUSTOM STAND OFF PLATE ENCLOSED ALL SIDES HOLES TO ALIGN W/ WALL-MOUNTSPEAKER MOUNTING BRACKET 1 1/2" 7" 3 1/2" STEEL PANELS @ FACE OF LED SCREENWALL, REFER TO DETAIL 1, SHEET SD3.27 SPEAKER TYPE S3 (40.4" x 9.9" x 13.6"), REFER TO SPECIAL PROVISIONS AND AUDIO VISUAL SHEETS PRE-DRILLED HOLE w/ WATER TIGHT GROMMET IN STEEL PANEL FOR SPEAKER WIRE CONNECTION, COORDINATE LOCATION TILT WALL BRACKET, INSTALL PER MANUFACTURES INSTRUCTIONS 3 SCALE: 1" = 1'-0" SPEAKER, TYPE S3 MOUNT - AT LED SCREEN WALL GENERAL NOTES: 1.CONFIRM WITH THE AV CONSULTANT FOR PROPER ANGLE OF THE SPEAKER MOUNTING BRACKETS AND LOCATION OF WALL BRACKETS BEFORE INSTALLATION. 2.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. 3.REFER TO DETAIL 3, SHEET SD3.24 FOR MOUNTING LOCATION. STEEL CROSS SUPPORT, REFER TO DETAIL 1, SHEET SD3.27 (6) PRE-DRILLED HOLES IN STEEL PANEL FOR WALL BRACKET ANCHORS. COORDINATE LOCATION. STEEL PANEL @ BACK OF LED SCREEN WALL, REFER TO DETAIL 1, SHEET SD3.27 LIGHTNING SUPPRESSOR INSIDE 10" x 8" x 4" NEMA RATED TYPE 4 STEEL JUNCTION BOX, REFER TO AUDIOVISUAL SHEETS, MOUNT TO BACK PANEL 2E NOT TO SCALE MOUNTING BRACKET FOR LIGHTNING SUPPRESSOR PLAN SECTION 6 7/8" 1 1/8" CARRIAGE BOLT, COLOR TO MATCH POLE8 5/8" 2 3/4" CUSTOM MOUNTING BRACKET HOLES TO ALIGN W/ LIGHTNING SUPPRESSOR MOUNTING LOCATIONS. 7/8" 7/8" MOUNT SECTION ASSEMBLED BRACKET WALL-MOUNT SECTION 2C NOT TO SCALE SPEAKER MOUNTING BRACKET ENLARGEMENT SPEAKER, TYPE S1, I LOUDSPEAKER-MOUNT SECTION, ATTACH TO BACK OF SPEAKER, BOLTS AND WASHERS INCLUDED WITH THE SPEAKER WALL-MOUNT SECTION, SECURE WITH INCLUDED SET SCREW CUSTOM STAND OFF PLATE, WELDED TO POLE AND FINISHED TO MATCH POLE, PROVIDED BY POLE MANUFACTURER, REFER TO ENLARGED DETAIL 2B SCALE: 1-1/2" = 1'-0" CUSTOM MOUNT DIAGRAM LIGHTENING SUPPRESOR CUSTOM MOUNTING BRACKET FOR LIGHTNING SUPPRESSOR, REFER TO ENLARGED DETAIL LUMINIAIRE, TYPE S5/S6 POLE SITE LAYOUT DETAILS CK PA LW PA REFER TO DETAIL SD3.10 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 2 SCALE: 1-1/2"=1'-0" CAMERA MOUNT - AT SHADE CANOPY 7" x 4" STEEL TUBE AT SHADE CANOPY. REFER TO SHEET SD3.20 AND SD3.21 CONDUIT FOR SECURITY CAMERA, INSTALLED W/ SHADE STRUCTURE FABRICATION, TAPE WIRE TO OUTSIDE AND MULE TAPE INSIDE CONDUIT PRE-DRILLED HOLES FOR CEILING MOUNT PRE-DRILLED HOLES FOR CAMERA CABLE CEILING MOUNT INSTALLED PER MANUFACTURER'S SPECIFICATIONS PENDANT KIT PER MANUFACTURER'S SPECIFICATIONS SECURITY CAMERA, REFER TO SPECIAL PROVISIONS, INSTALL PER MANUFACTURER'S SPECIFICATIONS GENERAL NOTES: 1.CONFIRM WITH THE AV CONSULTANT FOR PROPER HEIGHT AND LOCATION OF CEILING BRACKETS BEFORE INSTALLATION. 2.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. 3.REFER TO DETAIL 2, SHEET SD3.20 FOR MOUNTING LOCATION. 4" 1 1/2" 1/8" POST AND CONDUIT CHASE ON SHADE STRUCTURE, REFER TO DETAIL 7, SHEET SD3.2 CONDUIT FOR LIGHTING LUMINAIRE, TYPE S7, REFER TO SPECIAL PROVISIONS, INSTALL DIRECTLY TO ELECTRIC BOX PER MANUFACTURERS INSTRUCTIONS, REFER TO ELECTRICAL PLANS W 8X31 POST, BEYOND CONDUIT FOR LIGHTING 4"x4"x1.5" OUTDOOR, STEEL OCTAGONAL WALL ELECTRIC BOX, WELDED TO POST 4"x4"x1.5" OUTDOOR, STEEL OCTAGONAL WALL ELECTRIC BOX, WELDED TO POST PLAN VIEW SIDE VIEW FRONT VIEW 4 1/4" 4 1/4" W 8X31 POST 4"x4"x1.5" OUTDOOR, STEEL OCTAGONAL WALL ELECTRIC BOX, WELDED TO POST 4 14" WIDE x 4 14" LONG HOLE IN CONDUIT CHASE FRONT PANEL TO BE COVERED WITH LIGHT FIXTURE ADAPTOR PLATE 1 SCALE: 3"=1'-0" LUMINAIRE, TYPE S7 MOUNT - AT SHADE CANOPY FRONT PANEL OF CONDUIT CHASE LUMINAIRE, TYPE S7, INSTALL PER MANUFACTURERS INSTRUCTIONS, REFER TO ELECTRICAL PLANS ADAPTER PLATE BY MANUFACTURER ADAPTER PLATE BY MANUFACTURER WEB OF W 8X31 POST GENERAL NOTES: 1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. 2.REFER TO DETAIL 8, SHEET SD3.21 FOR MOUNTING LOCATION. DIAGRAM OF CONDUIT RUN FOR CAMERA N.T.S. CONDUIT FOR SECURITY CAMERA, INSTALLED W/ SHADE STRUCTURE FABRICATION, TAPE WIRE TO OUTSIDE AND MULE TAPE INSIDE CONDUIT 2"x4"x1-1/2" OUTDOOR STEEL ELECTRICAL BOX BEHIND CONDUIT CHASE PANEL, WELDED TO POST. COORDINATE LOCATION TO ALIGN WITH CAMERA WIRE LOCATION. 1 1/2" CONDUIT FOR WIRELESS ACCESS POINT 1/8" PLAN VIEW SIDE VIEW FRONT VIEW 3A SCALE: 3"=1'-0" WIRELESS ACCESS POINT MOUNTING - AT SHADE CANOPY SPACER AS NEEDED SO BACK OF WAP WILL SIT FLUSH AGAINST POST W 8X31 POST, BEYOND 2"x4"x1-1/2" OUTDOOR, STEEL ELECTRICAL BOX, WELDED TO POST. COORDINATE LOCATION TO ALIGN WITH WAP WIRE. COVER PLATE SHALL BE AS CLOSE TO WAP ATTACHMENT BRACKET AS POSSIBLE. ATTACHMENT BRACKET PER MANUFACTURER'S SPECIFICATIONS WIRELESS ACCESS POINT, INSTALL PER MANUFACTURERS SPECIFICATIONS. REFER TO SPECIAL PROVISIONS 2-3/4" x 4-1/2" STEEL COVER PLATE W/ WATER TIGHT GASKET, PAINTED TO MATCH SHADE STRUCTURE. SPACER/ TO EXTEND MOUNTING PLATE BRACKET WAP TO SIT FLUSH AGAINST POST W 8X31 POST WATER TIGHT GROMMET FOR WIRELESS ACCESS POINT WIRE WIRELESS ACCESS POINT, REFER TO SPECIAL PROVISIONS POST AND CONDUIT CHASE ON SHADE STRUCTURE, REFER TO DETAIL 7, SHEET SD3.2 CONDUIT FOR WIRELESS ACCESS POINT WIRELESS ACCESS POINT, REFER TO SPECIAL PROVISIONS 2"x4"x1-1/2" OUTDOOR, STEEL ELECTRICAL BOX, WELDED TO POST. GENERAL NOTES: 1.CONFIRM WITH THE AV CONSULTANT FOR PROPER HEIGHT AND LOCATION OF WALL BRACKETS BEFORE INSTALLATION. 2.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. 3.REFER DETAIL 8, SHEET SD3.21 FOR MOUNTING LOCATION. 2-3/4" x 4-1/2" STEEL COVER PLATE W/ WATER TIGHT GASKET, PAINTED TO MATCH SHADE STRUCTURE. FRONT PANEL OF CONDUIT CHASE ATTACHMENT BRACKET PER MANUFACTURER'S SPECIFICATIONS 5A SCALE: 1" = 1'-0" BENCH, TYPE 1 - HARRIS SURFACE MOUNT GENERAL NOTES: 1.REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS. PAVEMENT, STABILIZED DECOMPOSED GRANITE, REFER TO DETAIL 18, SHEET SD 3.4 BENCH, TYPE 1, REFER TO SPECIAL PROVISIONS (2) PAVER ADAPTER, REFER TO ENLARGED DETAIL 4" EQ. W 8X31 POST FOUNDATION, REFER TO STRUCT. SHEET EQ. 4" 3" CLR CONCRETE FOUNDATION 3" MIN. 8" 3 1/4" 8" 1'-0" 1 7/8" 8 1/4" CLOSED WITH WELDED CAP, BOTH ENDS4 1/2" 4x Ø 11/16" ANCHOR HOLES THRU ALL 5/8" - 11 THREADED INSERT WELDED IN PLACE( 2 PLACES) CARBON STEEL WITH POWDERCOAT FINSIH 5B SCALE: 1 1/2"=1'-0" PAVER ADAPTER ENLARGEMENT 4A SCALE: 1" = 1'-0" LUMINAIRE, TYPE S8 - IN TREE GRATE LUMINAIRE, TYPE S8 W/ MOUNTING RING ASSEMBLY/BLOCKOUT; REFER TO ELEC SHEETS, SET LIGHT FIXTURE FLUSH W/ TOP OF TREE GRATE. TREE GRATE WITH FRAME, REFER TO DETAIL 2, SHEET SD3.7 PAVERS TYPE 2, REFER TO DETAIL 4, SHEET SD3.4 GENERAL NOTES: 1.INSTALL LIGHT FIXTURE PER MANUFACTURER'S INSTRUCTIONS. 2.LIGHT TO BE INSTALLED WITH LIGHT FACING TOWARDS TREE. 3.SEE PLANS AND DETAIL 2, SHEET SD3.7 FOR LOCATION INSIDE EACH TREE GRATE. MULCH, STONE, REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS FREE-DRAINING AGGREGATE BASE 6" 10" 4B SCALE: 1" = 1'-0" LUMINAIRE, TYPE S8 - IN RAISED PLANTER PLATFORM BENCH, REFER TO SHEETS SD3.12-SD3.19 MULCH, HARDWOOD SHREDDED BARK, REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS 6" LUMINAIRE, TYPE S8 W/ MOUNTING RING ASSEMBLY/BLOCKOUT; REFER TO ELEC SHEETS, SET TOP OF FIXTURE 1" ABOVE TOP OF MULCH, EDGE OF FIXTURE TO BE SET DIRECTLY BELOW PLATFORM BENCH. FREE-DRAINING AGGREGATE BASE GENERAL NOTES: 1.INSTALL LIGHT FIXTURE PER MANUFACTURER'S INSTRUCTIONS. 2.LIGHT TO BE INSTALLED WITH LIGHT FACING TOWARDS TREE. 2 SCALE: 1-1/2"=1'-0" REMOTE ANTENA MOUNT - AT SHADE CANOPY 7" x 4" STEEL TUBE AT SHADE CANOPY. REFER TO SHEET SD3.20 AND SD3.21 CONDUIT FOR REMOTE ANTENNA, INSTALLED W/ SHADE STRUCTURE FABRICATION, TAPE WIRE TO OUTSIDE AND MULE TAPE INSIDE CONDUIT PRE-DRILLED HOLES FOR ANTENNA MOUNT 3" x 3" w/ 1/2" Ø HOLE CENTER OF PLATE, STEEL COVER PLATE W/ WATER TIGHT GASKET, CENTER ON CROSS BEAM, PAINTED TO MATCH SHADE STRUCTURE. REMOTE ANTENNA, REFER TO SPECIAL PROVISIONS, INSTALL PER MANUFACTURER'S SPECIFICATIONS GENERAL NOTES: 1.CONFIRM WITH THE AV CONSULTANT FOR PROPER HEIGHT AND LOCATION OF CEILING BRACKETS BEFORE INSTALLATION. 2.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. 3.REFER TO DETAIL 2, SHEET SD3.20 FOR MOUNTING LOCATION. 4" DIAGRAM OF CONDUIT RUN FOR REMOTE ANTENNA N.T.S. CONDUIT FOR REMOTE ANTENNA, MOUNT MIN. 2'-0" APART, SET UNDER ALUMINUM PANESL, INSTALLED W/ SHADE STRUCTURE FABRICATION, COORDINATE LOCATION WITH AV CONSULTANT 2"x4"x1-1/2" OUTDOOR STEEL ELECTRICAL BOX BEHIND CONDUIT CHASE PANEL, WELDED TO POST. COORDINATE LOCATION TO ALIGN WITH REMOTE ANTENNA WIRE LOCATION. SITE LAYOUT DETAILS CK PA LW PA REFER TO DETAIL SD3.11 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE A - ENLARGED PLAN 5 SD3.127SD3.128'-0" 16'-0" 1'-0" 2'-6" 4 SD3.12 MANHOLE 1'-0"5'-7 3/4"1'-0"2'-4 1/4"1'-0"4'-0"1'-0" 1'-8 3/8"4'-0"3'-3 5/8" 17'-2" 9'-2" 2 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE A - STEEL FRAMING PLAN 3 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE A - FOUNDATION PLAN 4'-5 1/8" 3'-9" 8'-0"4'-8 1/8"4'-2 7/8" 8'-11"4'-0" 4'-8 1/8" 4'-8 1/8" (2) STACKED 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. MITER CORNERS. SECURED TO C CHANNEL FROM INTERIOR WITH CONCEALED FASTENERS. 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. SECURED TO GALVANIZED PLATE FROM INTERIOR WITH CONCEALED FASTENERS. 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. MITER CORNERS. SECURED TO 2x4 TUBE FROM INTERIOR WITH CONCEALED FASTENERS. CONCRETE GRADE BEAM, BELOW. CONCRETE GRADE BEAM BELOW 8" C CHANNEL, AT PERIMETER, TYP. 1/4" THICK GALV. STEEL PLATE @ EACH JOIST, TYP. (2) 6" CONNECTION BOLT, STAGGERED, TYP. 2" x 4" GALV. TUBE STEEL JOIST, TYP. GENERAL NOTES: 1.GALV. STEEL FRAMES TO BE FABRICATED IN FOUR PANELS AND FIELD ASSEMBLED. 2.ALL STEEL FRAMES TO BE HOT-DIP GALVANIZED. 3.REFER TO ENLARGED DETAILS ON SHEET SD3.19. 3" x 3" x 1/4" GALV. STEEL ANGLE BRACKET, WELDED TO 2" x4" TUBE STEEL JOIST, TYP. 2" x 4" GALV. TUBE STEEL HEADER, TYP. 4,000 PSI. CIP. CONCRETE PIER, TYP. OF 9 4,000 PSI. CIP. CONCRETE GRADE BEAM. LIGHT SANDBLAST FINISH EXTERIOR AND TOP. GENERAL NOTES: 1.REFER TO STRUCTURAL SHEETS FOR REINFORCING. UNDERDRAIN. REFER TO CIVIL SHEETS. 10 1/2" 1'-6" 2'-1" 2'-1" 1'-5" 11 1/2" 1'-3 7/8"2'-3 1/8"2'-3 1/8"6SD3.12AQUASHIELD STRUCTURE BELOW, VERIFY LOCATION IN FIELD ADJUST PIER LOCATION AS NEEDED TO STRADDLE DIVERSION STRUCTURE, VERIFY LOCATION IN FIELD 2'-8 1/2" 4'-5 7/8" ACCESS HATCH 2'-9 7/8" 2'-8 1/4" ACCESS HATCH, MODIFIED SIZE OVER AQUASHIELD ACCESS RISER, 2'-9 5/8" x 4'-5 1/4" 6" 4 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE A - SECTION 1 TF 828.74 TOPSOIL, AMENDED, REFER TO SOILS PLANS MULCH, SHREDDED HARDWOOD BARK SEE PLANS FOR ADJ. PAVEMENT 1/2" SEALED EXPANSION JOINT, TYP 4,000 PSI. CIP. CONCRETE GRADE BEAM. LIGHT SANDBLAST FINISH EXTERIOR AND TOP. REFER TO STRUCTURAL SHEETS GALVANIZED STEEL FRAME PANELS. REFER TO DETAIL 2, THIS SHEET FINISH BOARDS. REFER TO DETAIL 1, THIS SHEET TOPSOIL, STRUCTURAL COMPACTED 95% EXISTING GRAVEL, MAINTAIN 4" DEPTH, MIN. EXISTING STORM TRAP, DO NOT DISTURB LED LIGHT TAPE 5 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE A - SECTION 2 TF 828.74 4,000 PSI. CIP. CONCRETE PIER. UNDERDRAIN. REFER TO CIVIL SHEETS. 7"16'-0"7" 6 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE A - SECTION 3 7"8'-0"7" TF 828.74 CONCRETE PIER BEYOND.UNDERDRAIN. REFER TO CIVIL SHEETS. 7 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE A - SECTION 4 AT AQUASHIELD 7"8'-0"7" TF 828.74 CONCRETE COLLAR AROUND AQUASHIELD ACCESS RISER UNDERDRAIN. REFER TO CIVIL SHEETS. 6" SITE LAYOUT DETAILS CK LW AG PA REFER TO DETAIL SD3.12 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 REVISION ADDENDUM 1 - 04.09.20181 1 1 1 1 1 1 5 SD3.136SD3.134 SD3.13 3 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE B - FOUNDATION PLAN 2 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE B - STEEL FRAMING PLAN 1 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE B - ENLARGED PLAN 12'-0" 8'-0" 1'-0" 2'-6" 1'-0" 2'-6" 1'-0" 1'-0"2'-8"1'-0"2'-8"1'-0"2'-8"1'-0" 9'-2" 13'-4 7/8" 4'-5 1/8" 3'-9" 4'-2 7/8"4'-8 1/8"4'-2 7/8" CONCRETE GRADE BEAM BELOW 8" C CHANNEL, AT PERIMETER, TYP. 1/4" THICK GALV. STEEL PLATE @ EACH JOIST, TYP. 2) 6" CONNECTION BOLT, STAGGERED 4'-8 1/8" 4'-0" 4'-8 1/8" 2) STACKED 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. MITER CORNERS. SECURED TO C CHANNEL FROM INTERIOR WITH CONCEALED FASTENERS. 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. SECURED TO GALVANIZED PLATE FROM INTERIOR WITH CONCEALED FASTENERS. 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. MITER CORNERS. SECURED TO 2x4 TUBE FROM INTERIOR WITH CONCEALED FASTENERS. EDGE OF GRADE BEAM, BELOW. GALV. TUBE STEEL 2x4 JOIST, TYP. REFER TO DETAIL 7, THIS SHEET. 3" x 3" x 1/4" ANGLE BRACKET, WELDED TO 2x4 JOIST, TYP. GALV. TUBE STEEL 2x4 HEADER, TYP. 4,000 PSI. CIP. CONCRETE PIER, TYP. OF 10 4,000 PSI. CIP. CONCRETE GRADE BEAM. LIGHT SANDBLAST FINISH EXTERIOR AND TOP. UNDERDRAIN. REFER TO CIVIL SHEETS. NOTE: 1.REFER TO STRUCTURAL SHEETS FOR REINFORCING. 8'-11" 11 1/2" 1'-5" 2'-1" 2'-1" 1'-5" 11 1/2" 2'-3 1/8"2'-3 1/8" GENERAL NOTES: 1.GALV. STEEL FRAMES TO BE FABRICATED IN THREE PANELS AND FIELD ASSEMBLED. 2.ALL STEEL FRAMES TO BE HOT-DIP GALVANIZED. 3.REFER TO ENLARGED DETAILS ON SHEET SD3.19. 4'-5 7/8" 2'-8 1/2" ACCESS HATCH 4 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE B - SECTION 1 TF 828.89 SEE PLANS FOR ADJ. PAVEMENT 1/2" SEALED EXPANSION JOINT, TYP. 4,000 PSI. CIP. CONCRETE GRADE BEAM. LIGHT SANDBALST FINISH EXTERIOR AND TOP. REFER TO STRUCTURAL. GALVANIZED STEEL FRAME PANELS. REFER TO DETAIL 2, THIS SHEET. FINISH BOARDS. REFER TO DETAIL 1, THIS SHEET. TOPSOIL, STRUCTURAL COMPACTED 95% EXISTING GRAVEL, MAINTAIN 4" DEPTH, MIN. EXISTING STORM TRAP. PROTECT. LED LIGHT TAPE TOPSOIL, AMENDED, REFER TO SOILS PLANS MULCH, SHREDDED HARDWOOD BARK 5 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE B - SECTION 2 TF 828.89 4,000 PSI. CIP. CONCRETE PIER. UNDERDRAIN. REFER TO CIVIL SHEETS. 6 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE B - SECTION 3 7"8'-0"7" TF 828.89 UNDERDRAIN. REFER TO CIVIL SHEETS.CONCRETE PIER BEYOND. 2'-5 1/8"2'-5 1/8"4'-0" RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 SITE LAYOUT DETAILS CK LW AG PA REFER TO DETAIL SD3.13 1 1 1 1 1 5 SD3.156SD3.164 SD3.15 3 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE C - FOUNDATION PLAN 2 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE C - STEEL FRAMING PLAN 1 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE C - ENLARGED PLAN 41'-1 1/4" 9'-2" 8'-2 1/4" 3'-9" 11'-11 1/4" 3'-9" 4'-2 7/8"8'-5 1/4"5'-10 1/2"5'-10 1/2"12'-2 1/4"4'-2 7/8" 8'-5 1/4" 4'-0"4'-0" 12'-2 1/4" 40'-0" 1'-0"3'-10 1/2" TYP.1'-0" 8'-0" 1'-0" 2'-6" 1'-0" 2'-6" 1'-0" 2) STACKED 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. MITER CORNERS. SECURED TO C CHANNEL FROM INTERIOR WITH CONCEALED FASTENERS. 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. SECURED TO GALVANIZED PLATE FROM INTERIOR WITH CONCEALED FASTENERS. 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. MITER CORNERS. SECURED TO 2x4 TUBE FROM INTERIOR WITH CONCEALED FASTENERS. EDGE OF GRADE BEAM, BELOW. CONCRETE GRADE BEAM BELOW 8" C CHANNEL, AT PERIMETER, TYP. 1/4" THICK GALV. STEEL PLATE @ EACH JOIST, TYP. 2) 6" CONNECTION BOLT, STAGGERED GALV. TUBE STEEL 2x4 JOIST, TYP. REFER TO DETAIL 7, THIS SHEET. 3" x 3" x 1/4" ANGLE BRACKET, WELDED TO 2x4 JOIST, TYP. GALV. TUBE STEEL 2x4 HEADER, TYP. 4,000 PSI. CIP. CONCRETE PIER, TYP. OF 20 4,000 PSI. CIP. CONCRETE GRADE BEAM. LIGHT SANDBLAST FINISH EXTERIOR AND TOP. NOTE: 1.REFER TO STRUCTURAL SHEETS FOR REINFORCING. UNDERDRAIN. REFER TO CIVIL SHEETS. 8'-5 1/4"12'-2 1/4" 8'-11" 11 1/2" 1'-5" 2'-1" 2'-1" 1'-5" 11 1/2" 2'-0 3/4"2'-0 3/4"2'-0 3/4"2'-0 3/4"2'-10 1/4"2'-10 1/4"2'-10 1/4"2'-10 1/4"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0" GENERAL NOTES: 1.GALV. STEEL FRAMES TO BE FABRICATED IN SIX PANELS AND FIELD ASSEMBLED. 2.ALL STEEL FRAMES TO BE HOT-DIP GALVANIZED. 3.REFER TO ENLARGED DETAILS ON SHEET SD3.19. 4'-5 7/8" 2'-8 1/2" 4'-5 7/8" 2'-8 1/2" ACCESS HATCH, TYP. SITE LAYOUT DETAILS CK LW AG PA REFER TO DETAIL SD3.14 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1 REVISION ADDENDUM 1 - 04.09.20181 2 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE C - SECTION 2 TF 828.98 4,000 PSI. CIP. CONCRETE PIER. UNDERDRAIN. REFER TO CIVIL SHEETS. 3 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE C- SECTION 3 7"8'-0"7" TF 828.98 UNDERDRAIN. REFER TO CIVIL SHEETS.CONCRETE PIER BEYOND. 2'-5 1/8"2'-5 1/8"4'-0" 1 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE C - SECTION 1 TF 828.98 SEE PLANS FOR ADJ. PAVEMENT 1/2" SEALED EXPANSION JOINT, TYP. 4,000 PSI. CIP. CONCRETE GRADE BEAM. LIGHT SANDBLAST FINISH EXTERIOR AND TOP. REFER TO STRUCTURAL. GALVANIZED STEEL FRAME PANELS. REFER TO DETAIL 2, SHEET SD3.14. FINISH BOARDS. REFER TO DETAIL 1, SHEET SD3.14. TOPSOIL, STRUCTURAL COMPACTED 95% EXISTING GRAVEL, MAINTAIN 4" DEPTH, MIN. EXISTING STORM TRAP. PROTECT. LED LIGHT TAPE TOPSOIL, AMENDED, REFER TO SOILS PLANS MULCH, SHREDDED HARDWOOD BARK SITE LAYOUT DETAILS CK LW AG PA REFER TO DETAIL SD3.15 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 REVISION ADDENDUM 1 - 04.09.20181 1 1 1 1 1 1'-6" 3'-6" 36'-3 1/2" 5 1/2" 5 1/2" 5'-10" 3'-9" 5'-10" 3'-9" 2) STACKED 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. MITER CORNERS. SECURED TO C CHANNEL FROM INTERIOR WITH CONCEALED FASTENERS. 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. SECURED TO GALVANIZED PLATE FROM INTERIOR WITH CONCEALED FASTENERS. 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. MITER CORNERS. SECURED TO 2x4 TUBE FROM INTERIOR WITH CONCEALED FASTENERS. 1 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE D - ENLARGED PLAN HARDWOOD DECKING BOARDS SET ON FRAMEWORK TO CREATE RAMP, SLOPE 1:20 MAX. 5'-0" x 5'-0" MIN. FLAT AREA AT TOP OF RAMP 6'-1"6'-1" 41'-6 7/8" 2'-7 3/8" 4'-0 1/2" 2'-7 3/8" 4'-0 1/2" 16'-10" 4 1/2" 5 1/2" 4 1/2" 4 1/2" 4 1/2" 5 1/2"5SD3.196SD3.191 SD3.18 2 SD3.187SD3.193 SD3.18 ACCESS HATCH, MODIFIED SIZE OVER ELEC QUAZITE BOXES, 6'-1" X 1'-11" AV BULLOCH BOX, SET INTO CONCRETE, REFER TO AV SHEETS SITE LAYOUT DETAILS CK LW AG PA REFER TO DETAIL SD3.16 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 2'-4 3/8"6'-1"6'-1 3/8"6'-1 1/4"6'-1 1/4"6'-1 3/8"6'-1"2'-4 3/8" 1'-5 7/8"1'-5 7/8"1'-5 7/8"1'-5 7/8"1'-5 3/4"1'-5 3/4"1'-5 7/8"1'-5 3/4"1'-5 3/4"1'-5 3/4"1'-5 3/4"1'-5 3/4" 11'-7" 8 1/2" 3'-0" 2'-1" 2'-1" 3'-1" 7 1/2" 4'-0" 5'-0" 5'-2 1/8" 5 1/2" 1'-10 1/2" 1'-10 1/2" 3'-3 1/4"6'-1 3/8"6'-1 1/4"6'-1 1/4"6'-1 3/8"8'-5 3/8" CONCRETE GRADE BEAM BELOW 8" C CHANNEL, AT PERIMETER, TYP. 1/4" THICK GALV. STEEL PLATE @ EACH JOIST, TYP. GALV. TUBE STEEL 2x4 JOIST, TYP. NOTE: 1.GALV. STEEL FRAMES TO BE FABRICATED IN TWELVE PANELS AND FIELD ASSEMBLED. 2.ALL STEEL FRAMES TO BE HOT-DIP GALVANIZED. REFER TO DETAIL 7, SHEET SDX.X. 3" x 3" x 1/4" ANGLE BRACKET, WELDED TO 2x4 JOIST, TYP. 1 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE D - STEEL FRAMING PLAN 2) 6" CONNECTION BOLT, STAGGERED GENERAL NOTES: 1.GALV. STEEL FRAMES TO BE FABRICATED IN FOUR PANELS AND FIELD ASSEMBLED. 2.ALL STEEL FRAMES TO BE HOT-DIP GALVANIZED. 3.REFER TO ENLARGED DETAILS ON SHEET SD3.19. GALV. TUBE STEEL 2x4 JOIST, TYP. 8" C CHANNEL, AT PERIMETER, TYP. 1/4" THICK, 8" WIDE GALV. STEEL PLATE @ EACH JOIST, TYP. GALV. TUBE STEEL 2x4 JOIST, TYP. 1/4" THICK, 6" WIDE GALV. STEEL PLATE @ EACH JOIST, TYP. 1/4" THICK, 6" WIDE GALV. STEEL PLATE @ EACH JOIST, TYP. 40'-8" 16'-0" 9" 4'-3" 11'-0" 9" 4'-0" 9" 4'-0" 9" 9"4'-2 7/8"9"4'-2 7/8"9"4'-2 7/8"9"4'-2 7/8"9"4'-2 7/8"9"4'-2 7/8"9"4'-2 7/8"9"4'-2 7/8"9" 23'-0" 9" 4'-4 1/2" 9" 4'-4 1/2" 8'-1"8'-1" 9"3'-8 3/8"9"3'-8 3/8"9"3'-8 3/8"9"3'-8 3/8"9"3'-8 3/8" 2 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE D - FOUNDATION PLAN 4,000 PSI. CIP. CONCRETE PIER, TYP. OF 30 4,000 PSI. CIP. CONCRETE GRADE BEAM. LIGHT SANDBLAST FINISH EXTERIOR AND TOP. GENERAL NOTES: 1.REFER TO STRUCTURAL SHEETS FOR REINFORCING. 4,000 PSI. CIP. CONCRETE WALL, LIGHT SANDBLAST FINISH EXTERIOR AND TOP, WALL TO EXTEND DOWN TO TOP OF EXISTING GRAVEL OVER STORM TRAP 4,000 PSI. CIP. CONCRETE WALL, LIGHT SANDBLAST FINISH EXTERIOR AND TOP, WALL TO EXTEND DOWN TO TOP OF EXISTING GRAVEL OVER STORM TRAP 4,000 PSI. CIP. CONCRETE RAMP, SET BELOW FINISH BOARDS AND FRAMING AV BULLOCH BOX, SET INTO CONCRETE, REFER TO AV SHEETS SITE LAYOUT DETAILS CK LW AG PA REFER TO DETAIL SD3.17 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 REVISION ADDENDUM 1 - 04.09.20181 1 1 1 1 1 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE D - SECTION 1 TF 828.84 1/2" SEALED EXPANSION JOINT, TYP. SEE PLANS FOR ADJACENT PAVEMENT. 4,000 PSI. CIP. CONCRETE GRADE BEAM. LIGHT SANDBLAST FINISH EXTERIOR AND TOP. REFER TO STRUCTURAL. GALVANIZED STEEL FRAME PANELS. REFER TO DETAIL 1, SHEET 3.17. FINISH BOARDS. REFER TO DETAIL 1, SHEET SD3.16. EXISTING STORM TRAP. PROTECT. TOPSOIL, STRUCTURAL COMPACTED 95% EXISTING GRAVEL, MAINTAIN 4" DEPTH, MIN. TF 828.84 2 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE D - SECTION 2 TOPSOIL, AMENDED, REFER TO SOILS PLANS MULCH, SHREDDED HARDWOOD BARK 1/2" SEALED EXPANSION JOINT, TYP. SEE PLANS FOR ADJACENT PAVEMENT. 4,000 PSI. CIP. CONCRETE GRADE BEAM. LIGHT SANDBLAST FINISH EXTERIOR AND TOP. REFER TO STRUCTURAL. GALVANIZED STEEL FRAME PANELS. REFER TO DETAIL 1, SHEET 3.17. FINISH BOARDS. REFER TO DETAIL 1, SHEET SD3.16. EXISTING STORM TRAP. PROTECT. TOPSOIL, STRUCTURAL COMPACTED 95% EXISTING GRAVEL, MAINTAIN 4" DEPTH, MIN. TOPSOIL, AMENDED, REFER TO SOILS PLANS MULCH, SHREDDED HARDWOOD BARK 5 1/2" 11'-0" 4 1/2" 1'-6" 4 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE D - SECTION 3 TF 828.84 3'-6" RAMP 5 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE D - SECTION 4 5 1/2" 11'-0" 4 1/2" TF 828.84 3'-6" 4 1/2" 9" 4 1/2" RAMP 3 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE D - SECTION 3 (THROUGH RAMP) TF 828.84 TOP OF RAMP 829.32 1/2" SEALED EXPANSION JOINT, TYP. SEE PLANS FOR ADJACENT PAVEMENT.CONCRETE RAMP, REFER TO DETAIL 2, SHEET SD3.17. GALVANIZED STEEL FRAME PANELS. REFER TO DETAIL 1, SHEET 3.17. FINISH BOARDS. REFER TO DETAIL 1, SHEET SD3.16. EXISTING STORM TRAP. PROTECT. TOPSOIL, STRUCTURAL COMPACTED 95% EXISTING GRAVEL, MAINTAIN 4" DEPTH, MIN. 1 1/2" PVC SLEEVES OR CORED DRILLED HOLES @ 2'-0" O.C. ALONG EDGE AT LOW POINT. FILL WITH WASHED AGGREGATE #11 STONE 6 SCALE: 1/2"=1'-0" PLATFORM BENCH, TYPE D - SECTION 4 5 1/2" 11'-0" 4 1/2" TF 828.84 3'-6" 4 1/2" 9" 4 1/2" SITE LAYOUT DETAILS CK LW AG PA REFER TO DETAIL SD3.18 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 REVISION ADDENDUM 1 - 04.09.20181 1 1 11 11 1 1 1 1 1 1 1 2 REVISION ADDENDUM 2 - 04.13.20182 1 SCALE: 3"=1'-0" STEEL FRAME 2" x 4" GALV. TUBE STEEL JOIST SST SCREWS TO SECURE FINISH BOARDS. 8" WIDE x 1/4" THICK STEEL PLATE, FULL WELD TO TUBE STEEL. 2x6 NOMINAL FINISH BOARDS 8" 4" 2" GENERAL NOTES: 1.REFER TO STRUCTURAL SHEETS FOR ALL STEEL SIZING. 2.ALL STEEL MATERIALS TO BE HOT-DIP GALVANIZED 3.ALL BOLT HOLES TO BE PRE-DRILLED PRIOR TO FINISH APPLICATION. 4.ALL OPENINGS FOR CONDUIT AND FASTENERS SHALL BE DONE IN SHOP PRIOR TO FINISH APPLICATION. 2 SCALE: 3"=1'-0" STEEL FRAME CONNECTION TO FOUNDATION 4" EXPANSION ANCHORS INTO CONCRETE FOUNDATION. 3" x 3" x 1/4" STEEL ANGLE TABS, FULL WELDED TO TUBE STEEL 2" x 4" GALV. TUBE STEEL JOIST SST SCREWS TO SECURE FINISH BOARDS. 8" WIDE x 1/4" THICK STEEL PLATE, FULL WELD TO TUBE STEEL. 2x6 NOMINAL FINISH BOARDS 8" 2x6 NOMINAL FINISH BOARDS 2X6 NOMINAL FINISH BOARDS, ALL VERTICAL BOARDS FINE REEDED FINISH 2 3/8" "C" CHANNEL 3 SCALE: 3"=1'-0" STEEL FRAME CONNECTION AT OUTSIDE PERIMETER CONCRETE GRADE BEAM 2" x 4" GALV. TUBE STEEL JOIST STEEL PLATE 5 SCALE: 1"=1'-0" STEEL FRAMING AT RAMP STEEL FRAME CONNECTION TO FOUNDATION, REFER TO DETAIL 2, THIS SHEET STEEL FRAME CONNECTION TO FOUNDATION MODIFIED WITH 5" WIDE PLATE, REFER TO DETAIL 2, THIS SHEET 2x6 NOMINAL FINISH BOARDS, TO CREATE RAMP CONCRETE RAMP, 4" THICK 2x6 NOMINAL FINISH BOARDS 2X6 NOMINAL FINISH BOARDS, ALL VERTICAL BOARDS FINE REEDED FINISH 2" x 4" GALV. TUBE STEEL JOIST 4 SCALE: 3"=1'-0" STEEL FRAME CONNECTION AT INSIDE PLANTER STEEL PLATE 9 3/8"2'-5 1/4"9 3/8" (2) 2x4 NOMINAL BOARDS. SELECT FINISH. SECURED TO DECKING BOARDS FROM INTERIOR WITH CONCEALED FASTENERS. 8 SCALE: 1"=1'-0" HATCH AT PLATFORM BENCHES SECTION - HATCH PLAN VIEW - HATCH 1'-10 3/8" (4) TURNING LOCK HANDLES, RECESSED IN TO DECKING BOARDS, HEIGHT OF LOCKING PIN TO BE SET IN FIELD. TREE PIT (2) 2x4 NOMINAL BOARDS BELOW. SELECT FINISH. SECURED TO DECKING BOARDS FROM INTERIOR WITH CONCEALED FASTENERS. (4) TURNING LOCK HANDLES, RECESSED IN TO DECKING BOARDS, HEIGHT OF LOCKING PIN TO BE SET IN FIELD. 2x6 NOMINAL HARDWOOD DECKING BOARDS. SELECT FINISH. 3 1/2" 3"2'-11"3" 3 1/2" 6 SCALE: 3"=1'-0" STEEL FRAME BOLT CONNECTIONS 4" 1/2" DIA. SST BOLT. WASHERS, AND NUT. STAGGERED AS SHOWN 7 SCALE: 3"=1'-0" LUMINAIRE, TYPE S8 - IN PLATFORM BENCH LED LIGHTING TAPE, MOUNTING BRACKET AND 45-ALU LED EXTRUSION. REFER TO SPECIAL PROVISIONS. MOUNT PER MANUFACTURERS INSTRUCTIONS WITH LIGHT FACING OUTWARDS. BENCH, REFER TO DETAIL 3, THIS SHEET SITE LAYOUT DETAILS CK LW AG PA REFER TO DETAIL SD3.19 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 3 SCALE: 1/2"=1'-0" SHADE STRUCTURE - SIDE ELEVATION POST, REFER TO DETAIL 1, SHEET SD3.21 FINISH GRADE, REFER TO SITE LAYOUT PLAN ALUMINUM PANEL w/ WOOD VENEER, REFER TO DETAIL 4, SHEET SD3.21 MAIN FRAME BEAM, TAPERED, REFER TO DETAIL 1, SHEET SD3.21 BENCH, BEYOND 1'-2" 8" 4 SCALE: 1/2"=1'-0" SHADE STRUCTURE - SIDE SECTION 3/8"/12 PITCH POST, REFER TO DETAIL 1, SHEET SD3.21 5" FINISH GRADE, REFER TO SITE LAYOUT PLAN BASE PLATE AND CONCRETE FOUNDATION. REFER TO STRUCTURAL SHEETS. ALUMINUM PANEL w/ WOOD VENEER, REFER TO DETAIL 4, SHEET SD3.21 CROSS BEAM, BEYOND, REFER TO DETAIL 1, SHEET SD3.21 MAIN FRAME BEAM, TAPERED, REFER TO DETAIL 1, SHEET SD3.21 CROSS BEAM, BEYOND, REFER TO DETAIL 1, SHEET SD3.21, BEYOND BENCH, BEYOND ELECTRICAL CHASE, BEYOND 14'-4" STRUCTURE A - TOP OF PIER 827.58 STRUCTURE B - TOP OF PIER 826.52 6" 1 SCALE: 1/2"=1'-0" SHADE STRUCTURE - PLAN 4'-0" 12'-0" 37'-8" 7'-8" TYP. POST, REFER TO DETAIL 1, SHEET SD3.21 2" 3'-0" 4" 3'-0" 2" ALUMINUM PANEL w/ WOOD VENEER, REFER TO DETAIL 4, SHEET SD3.21 MAIN FRAME BEAM, TAPERED, REFER TO DETAIL 1, SHEET SD3.21 CROSS BEAM, BEYOND, REFER TO DETAIL 1, SHEET SD3.21 CROSS BEAM, BEYOND, REFER TO DETAIL 1, SHEET SD3.21 GENERAL NOTES: 1.REFER TO STRUCTURAL SHEETS FOR ALL STEEL SIZING. 2.REFER TO SPECIAL PROVISIONS FOR FINISHES. 3.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL. CONDUIT CHASE, REFER TO DETAIL 7, SHEET SD3.21 2 SCALE: 1/2"=1'-0" SHADE STRUCTURE - FRONT SECTION BASE PLATE AND CONCRETE FOUNDATION, REFER TO STRUCTURAL SHEETS 4" 3'-0" 4" 3'-0" 4" 7'-8" 39'-0" POST, REFER TO DETAIL 1, SHEET SD3.21 ALUMINUM PANEL w/ WOOD VENEER, REFER TO DETAIL 4, SHEET SD3.21 CROSS BEAM, BEYOND, REFER TO DETAIL 1, SHEET SD3.21 MAIN FRAME BEAM, TAPERED, REFER TO DETAIL 1, SHEET SD3.21 LUMINAIRE, TYPE S7, TYP., REFER TO ELEC SHEETS AND DETAIL 1, SHEET SD3.11 SWING, REFER TO SHEET SD3.22 CONDUIT CHASE, REFER TO DETAIL 7, SHEET SD3.21 SPEAKER, TYPE S2, REFER TO AV SHEETS AND DETAIL 4, SHEET SD3.10 SECURITY CAMERA, REFER TO ELEC PLANS AND DETAIL 2, SHEET SD3.11, CENTER ON BEAM 3 SD3.20 WIRELESS ACCESS POINT, REFER TO AV SHEETS AND DETAIL 3, SHEET SD3.11 4 SD3.20 SITE LAYOUT DETAILS CK LW AG PA REFER TO DETAIL SD3.20 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 16'-0" 5" 6"8" 11'-8 1/4" 8"3'-7 13/16" BEVEL EDGE ALL EDGES FOR WELDING FULL, GRIND SMOOTH. 3 SCALE: 1/2"=1'-0" SHADE STRUCTURE - MAIN FRAME BEAM ENLARGED DETAIL PRE-DRILLED HOLES FOR BOLTS TO BE MECHANICALLY FASTENED 1 SCALE: 1/2"=1'-0" SHADE STRUCTURE - STEEL FRAME PLAN BOLTS TO BE MECHANICALLY FASTENED FOR ERECTION OF STRUCTURE, FIELD WELD AND PAINT CONNECTION TO MAIN FRAME BEAM CROSS BEAM - 7" x 4" STEEL TUBE w/ SQUARE EDGES, WELDED TO MAIN FRAME BEAM MAIN FRAME BEAM - 12" x 2" STEEL TUBE W/ SQUARE EDGES, 16' LONG, FABRICATED TO SPECIFIED TAPERED SHAPE PER STRUCTURAL SHEETS, BOLT TO POST. POST - W8X31 STEEL COLUMN w/ PRE-DRILLED HOLES FOR MAIN FRAME ATTACHMENT GENERAL NOTES: 1.REFER TO STRUCTURAL SHEETS FOR ALL STEEL SIZING. 2.MAIN FRAME BEAMS, CROSS BEAMS AND ALUMINUM PANELS SHALL BE FABRICATED AS ONE PIECE IN SHOP. ASSEMBLY TO BE TRANSPORTED AS A SINGLE PIECE AND MECHANICALLY FASTENED AND WELDED TO POST ON SITE. 3.ALL BOLT HOLES TO BE PRE-DRILLED PRIOR TO FINISH APPLICATION. 4.ALL OPENINGS FOR CONDUIT AND FASTENERS SHALL BE DONE IN SHOP PRIOR TO FINISH APPLICATION. MAIN FRAME BEAM - 12" x 2" STEEL TUBE W/ SQUARE EDGES, 16' LONG, FABRICATED TO SPECIFIED TAPERED SHAPE PER STRUCTURAL SHEETS, BOLT TO POST. CROSS BEAM - 7" x 4" STEEL TUBE w/ SQUARE EDGES, WELDED TO MAIN FRAME BEAM CONDUIT CHASE, REFER TO DETAIL 7, THIS SHEET CABLE, REFER TO DETAIL 4, THIS SHEET 2 SCALE: 1/2"=1'-0" SHADE STRUCTURE - AXONOMETRIC POST, REFER TO DETAIL 1, THIS SHEET CROSS BEAM, BEYOND, REFER TO DETAIL 1, THIS SHEET CROSS BEAM, BEYOND, REFER TO DETAIL 1, THIS SHEET MAIN FRAME BEAM, TAPERED, REFER TO DETAIL 1, THIS SHEET MAIN FRAME BEAM, TAPERED, REFER TO DETAIL 1, THIS SHEET CAP END OF TUBE, BOTH SIDES. 16'-0" x 3'-0" X 1 8" TH. ALUMINUM PANEL w/ 1" FOLDED AT (4) ENDS. 3'-0"12" PLYWOOD WOOD VENEER - 2 x 6, #2 TONGUE AND GROOVE HARDWOOD SLATS, STAINED, FASTEN TO ALUMINUM PANEL, CENTER BOARDS IN PANEL, CUT PIECES AT END SHALL BE EQUAL WIDTH 5 SCALE: 1 1/2"=1'-0" SHADE STRUCTURE - ALUMINUM PANEL WITH WOOD VENEER ENLARGED DETAIL SEE ENLARGEMENT 1 12" x 1 12" L BRACKET ATTACHED TO ALUMINUM PANEL ON ALL FOUR SIDES ENLARGEMENT ANCHOR HARDWARE MECHANICALLY FASTENED 6 SCALE: 1"=1'-0" SHADE STRUCTURE - ALUMINUM PANEL WITH WOOD VENEER REFLECTIVE CEILING PLAN WOOD VENEER - 2 x 6, #2 TONGUE AND GROOVE HARDWOOD SLATS, STAINED, FASTEN TO ALUMINUM PANEL, CENTER BOARDS IN PANEL, CUT PIECES AT END SHALL BE EQUAL WIDTH 16'-0" x 3'-0" X 1 8" TH. ALUMINUM PANEL w/ 1" FOLDED AT (4) ENDS. 1 12" x 1 12" L BRACKET ATTACHED TO ALUMINUM PANEL ON ALL FOUR SIDES 1 1/2" 1/8" CONDUIT, REFER TO ELECTRICAL AND AUDIOVISUAL PLANS 6 78" WIDE x 1/8" THICK PLATE STEEL, CONTINUOUS TO EXTEND FULL HEIGHT OF POST AND 2" BELOW FINISH GRADE, MECHANICALLY FASTENED TO STEEL ANGLES WITH COUNTERSUNK SCREWS AT 12" O.C. PAINT TO MATCH STEEL. 1" x 1" x 1/8" STEEL ANGLE, CONTINUOUS, EACH SIDE, WELDED OR MECHANICALLY FASTENED TO POST. ANGLE TO RUN FULL HEIGHT OF POST AND EXTEND 2" BELOW FINISH GRADE, CLOSE TOP FIXTURE, REFER TO DETAIL 8, THIS SHEET PLAN VIEW W 8X31 POST 7 SCALE: 3"=1'-0" SHADE STRUCTURE - CONDUIT CHASE 4 SCALE: 1"=1'-0" SHADE STRUCTURE - ALUMINUM PANEL WITH WOOD VENEER @ CROSSBEAM ALUMINUM PANEL w/ WOOD VENEER WELDED TO CROSSBEAM, REFER TO DETAIL 5 AND 6, THIS SHEET, WELD TO CROSSBEAM MAIN FRAME BEAM, TAPERED, REFER TO DETAIL 1, THIS SHEET CROSS BEAM, REFER TO DETAIL 1, THIS SHEET 3'-0"4"3'-0" POST, REFER TO DETAIL 1, THIS SHEET 2" 2" 3" WIDE x ±4" TALL, STEEL TAB WITH 1/2" HOLE IN CENTER. FULL WELDED TO CROSS BEAM. 1/4" AIRCRAFT CABLE WITH END BOLTS AND TENSION TURNBUCKLE. DRILL POST FLANGE AND SECURE CABLE WITH TENSION HARDWARE. LOCATE AT BACK OF POST. 1" CLEAR OF TOP OF ROOF POST, REFER TO DETAIL 1, SHEET SD3.211'-10" 2'-0" SPEAKER, TYPE S2, REFER TO AV SHEETS AND DETAIL 4, SHEET SD3.10 LUMINAIRE, TYPE S7, REFER TO ELEC SHEETS AND DETAIL 1, SHEET SD3.11 POST, REFER TO DETAIL 1, SHEET SD3.21 3'-10" LUMINAIRE, TYPE S7, REFER TO ELEC SHEETS AND DETAIL 1, SHEET SD3.11 8 SCALE: 1 1/2"=1'-0" SHADE STRUCTURE - ALUMINUM PANEL @ BEAM ENLARGED DETAIL POST, REFER TO DETAIL 1, SHEET SD3.21 2'-8" LUMINAIRE, TYPE S7, REFER TO ELEC SHEETS AND DETAIL 1, SHEET SD3.11 LIGHT ONLY SPEAKER AND LIGHT LIGHT AND WAP WIRELESS ACCESS POINT, REFER TO AV SHEETS AND DETAIL 3, SHEET SD.11 1'-2" GENERAL NOTES: 1.REFER TO ELECTRICAL SHEETS AND AV SHEETS FOR LOCATIONS AND QTY. OF EACH TYPE OF FIXTURE. 2.ALL BOLT HOLES TO BE PRE-DRILLED PRIOR TO FINISH APPLICATION. 3.ALL OPENINGS FOR CONDUIT AND FASTENERS SHALL BE DONE IN SHOP PRIOR TO FINISH APPLICATION. RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 SITE LAYOUT DETAILS CK LW AG PA REFER TO DETAIL SD3.21 REVISION ADDENDUM 1 - 04.09.20181 1 1 2 2 REVISION ADDENDUM 2 - 04.13.20182 1 1/4" = 1'-0" SHADE STRUCTURE, BENCH SWING-ELEVATION 10'-7" 1'-6 9/16" 5'-0" 4,5,6 SD3.22 8 SD3.22 1'-0"1'-0" NOTE: SWING ARM LENGTHS MAY NEED TO ADJUST BASED ON VERIFICATION OF IN-FIELD MEASUREMENTS OF FINISH GRADE. 1'-6" 10'-5 1/8" 1'-6 9/16"1'-6" NOTE: TWO SWINGS ON EACH SHADE STRUCTURE, FOUR SWINGS TOTAL. 2 1/4" = 1'-0" SHADE STRUCTURE, BENCH SWING-ELEVATION 1'-6" TOP OF WOOD TO FINISH GRADE 4'-1 1/4" 12°12° R9'-9 5/8" ASSUMES 12° MAX. OF SWING MOVEMENT FROM NADIR IN BOTH DIRECTIONS. DEGREE OFMOVEMENT MUST BE ADJUSTABLE IN FIELD. CONTRACTOR TO VERIFY SWING ARM LEGNTH FROM FIELD MEASUREMENTS OF FINISH GRADE. SWING ARM MAY VARY FROM DIMENSIONS NOTED. 1'-1 5/16" 3 11/16" 1 1/4" 1 13/16" 1'-7 5/8" 3 SCALE: 1-1/2" = 1'-0" SHADE STRUCTURE, BENCH SWING BRACKET ELEVATION 1/4" THICK, 1 3/4" WIDESST SUPPORTING PIECE 1/4" THICK, 4" WIDE SST BRACKET 1/4" THICK, 4" WIDESST BRACKET 4 SCALE: 1-1/2" = 1'-0" SHADE STRUCTURE, BENCH SEAT SECTIONS 3/4" DOWEL. WELD TO FRAME SUPPORTS AND CONNECT TO HANGER RODS. CENTER FRAME SUPPORT (TYP. OF 1) R1/2" END FRAME SUPPORT (TYP. OF 2) 2" R2" R1'-0 1/2" 1'-7 7/16" 1 1/2"10" 3/4" DOWEL, WELD TOFRAME SUPPORTS. 3/4" DOWEL. WELD TO FRAME SUPPORTS AND CONNECT TO HANGER RODS.1'-7 5/8" 2" 6 11/16" 11 5/16" 2 7/8" 1'-2" 1 3/4" BENCH SWING FRAME 1 1/2" 106.4° R1 5/8" R1 5/8" HORIZONTAL BRACE SUPPORT,MULTIPLE BRACES ON BOTH ARMS AS DETERMINED BY CONTRACTOR'S ENGINEERREVIEW 5 SCALE: 1-1/2" = 1'-0" SHADE STRUCTURE, BENCH SEAT ELEVATION BENCH MOUNTING BRACKET AT 27" O.C. 2x6 IPE BOARD 2x4 IPE BOARD TOP BACK IPE BOARD, REFER TO ENLARGEMENT AT RIGHT FRONT SEAT IPE BOARD, REFER TO ENLARGEMENT ABOVE RIGHT2x4 IPE SEAT SLAT 6 13/16" 5 1/2" 1 1/2" 2 3/4" R1/8" TYP. R8" 1 1/2"1 7/8" 3 1/2" R1/8" TYP. R8" 1 1/2" 3/8" SST BLOCKING TO MAINTAIN SPACING, TYP. SIMILAR TO DETAILS 7, 8, & 9/LA303. CONNECT EACH SEAT BACK BOARD WITH(2) COUNTERSUNK VANDAL-RESISTANT STAINLESS STEEL SCREWS AT EACH END THROUGH BACK OF MOUNTING BRACKETTO HALF THE DEPTH OF THE WOOD. 3/8" THICK, 2-1/4" WIDE SST ARM REST POWDERCOAT COLOR TBD BY ARCHITECT 3 1/2" BENCH SWING MOUNTING BRACKET, POWDERCOATCOLOR TBD BY ARCHITECT. BENCH SWING FRAME, 3 PER SWING. POWDERCOAT COLOR TBD BY ARCHITECT. 1/8" RADIUS EDGE ONALL BOARDS. END ELEVATION END BOARDS ENLARGEMENT 5'-2" 4'-10" 1'-4 3/4" BENCH SWING BRACKET (TYP. OF 3) AT 27" SPACING (3) 3/4" SST DOWELS. WELD TO FRAME SUPPORTS. CONNECT BACK AND FRONT DOWELS TOHANGER RODS 1/4" THICK, 4" WIDE STAINLESSSTEEL ARM REST AT EACH END 6 SCALE: 1-1/2" = 1'-0" SHADE STRUCTURE, BENCH SWING - ENLARGEMENT PLAN WOOD SLAT, TYPICAL 7 NOT TO SCALE SWING PLATE ASSEMBLY DISTANCE BETWEEN SWING PLATE ASSEMBLY AND DAMPENER PLATE T.B.D. IN MOCK-UP. 1" DIA. SWING PIN AND BALL BEARING ASSEMBLY 1/2" TABS WELDED TO SUPPORTBEAM (NOT SHOWN) , SEE CANOPY DRAWINGS. 1/2" PAINTED STEEL TABS WELDED TO SUPPORT BEAM (NOT SHOWN), SEE CANOPY DRAWINGS, SHEET SD3.15. HEIGHT VARIES.PROVIDE FULL SCALE MOCK UP OF SWING ASSEMBLY AND BENCH SWING.IF APPROVED, MOCK-UP MAY BE REUSED IN FINAL INSTALLATION. 3/8" - 16 BOLTS ATTACH SUPPORT TO SWING ASSEMBLY, 6 (SIX) PER ASSEMBLY, TWO ASSEMBLIES PERSWING. NYLON INSERT ON HEX NUTS 3/8" - 16 BOLTS ATTACH SUPPORT TO SWING ASSEMBLY, 6 (SIX) PER ASSEMBLY, TWO ASSEMBLIES PER SWING. 1-3/8" SST HANGER RODS FULLYWELDED TO 3/4" SWING PLATE. POWDERCOAT COLOR TBD BY ARCHITECT. CANOPY STRUCTURE. SEEARCHITECTURAL AND STRUCTURAL DRAWINGS.CANOPY STRUCTURE. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS. DAMPENER PLATE DAMPENER PLATE,PAINTED STEEL, 3/8" 1" DIA. SWING PIN ANDBALL BEARING ASSEMBLY 1/8" SST SHIM PLATE. QUANTITY TBD BY ARCHITECT AFTER INSTALLATION. THREE SHOWN. RUBBER DAMPENER. SECURE TO SWING PLATEWITH FLUSH SST HARDWARE, MIN. THREE PIECES OF HARDWARE PER SWING ASSEMBLY. 3 3/16"1/2" 7" 6" REFER TO DAMPENER ASSMBLY ENLARGEMENT, RIGHT FRONT ELEVATION SIDE ELEVATION DAMPENER ASSEMBLY ENLARGEMENT 1/2" BRACKET TAB 3/8" TABS, PAINTED STEEL 8 NOT TO SCALE SHADE STRUCTURE, SWING PLATE ASSEMBLY - AXON 3/8" - 16 BOLTS ATTACH SUPPORT TO SWING ASSEMBLY, (6) PER ASSEMBLY,TWO ASSEMBLIES PER SWING. 1" DIA. SWING-PIN AND BALLBEARING ASSEMBLY 1-3/8" HANGER RODS FULLY WELDEDTO 3/4" SWING PLATE BRACKET TAB SHOWN LIGHTLY FOR CLARITY OF PIN ANDHARDWARE LOCATION NOTE: DAMPENER ASSEMBLY NOT SHOWN FOR CLARITY. SEE DETAIL 7FOR DAMPENER ASSEMBLY. GENERAL NOTES: 1.DIMENSIONS, MODULES, AND FRAMING SHOWN ON THIS SHEET ARE TO CONVEY DESIGN INTENT ONLY. MANUFACTURER SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL COMPONENTS, CONNECTIONS, AND MEMBERS COMPLETE.MANUFACTURER SHALL BE RESPONSIBLE FOR HAVING APPROVED SHOP DRAWINGS CERTIFIED, SIGNED, AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA. CERTIFIED DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT BEFORE FABRICATION BEGINS. 2.DESIGN INTENT ASSUMES 400 LBS PER SWING, AND TOTAL LIVE LOAD OF 1500 LBS PER SWING. 3.(2) SWINGS PER SHADE STRUCTURE 4.PROVIDE IPE HARDWOOD FOR ALL MEMBERS ON SWINGS SITE LAYOUT DETAILS DL LW DL PA REFER TO DETAIL SD3.22 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1 SCALE: 3/4" = 1'-0" UTILITY SCREEN WALL - PLAN SIDEWALK, CONCRETE 6", SEE DETAIL 3/SD3.4 WIRELESS ACCESS POINT, BY OWNER 2 x 8 FINISHING BOARD. MITER CUT AT BACK OF SCREEN WALL. 1 x 6 FACING BOARDS 3'-8"1'-2"6'-0" 12'-3 1/2" 8 3/4" 6 x 6 POSTS, TYP. CONCRETE FOOTING BELOW, TYP. 2 x 4 INTERMEDIATE SUPPORT. ANCHOR TO FINISHING BOARD ATTOP AND SUPPORT RAIL AT BOTTOM. CONNECT TO BOTTOM SUPPORT RAIL AND FINISHING BOARD WITH 2-1/2" DOUBLE WIDE CORNER BRACES. 2 x 4 BOTTOM SUPPORT RAIL. CONNECT TO POSTS WITH 2-1/2" DOUBLE-WIDE CORNER BRACES. 6" HIGH CUSTOM BRACKET WITH BOLTS THOUGH EACH POST. BUILDING WALL 2 x 8 FINISHING BOARD. 1 x 6 FACING BOARDS FINISH GRADE SPACE BOARDS1/4" 8'-0" 12'-3 1/2" 2 SCALE: 3/4" = 1'-0" UTILITY SCREEN WALL - FRONT ELEVATION 4,000 P.S.I. C.I.P.CONCRETE FOOTING, REFER TO STRUCTURAL SHEETS,VERIFY DEPTH & HORIZONTAL LOCATION OF ELEC ND TEL LINES TO COORDINATEFOOTING LOCATION EXPANSIONJOINT, TYP. BUILDING WALL CONDUIT FOR EXISTING POWER AND TELEPHONE LINES 4,000 P.S.I. C.I.P. CONCRETE FOOTING, REFER TO STRUCTURAL SHEETS 6 x 6 FENCE POST STEEL SLEEVE, ATTACHED TO CONCRETE, REFER TO STRUCTURAL SHEETS 3 SCALE: 3/4" = 1'-0" REMOVABLE POST BASE 4,000 P.S.I. C.I.P. CONCRETE FOOTING, REFER TO STRUCTURAL SHEETS, VERIFY DEPTH & HORIZONTAL LOCATION OF ELEC ND TEL LINES TO COORDINATE FOOTING LOCATION 2 x 4 BOTTOM SUPPORT RAIL. CONNECT TO POSTS WITH 2-1/2" DOUBLE-WIDE CORNER BRACES. 7'-6 3/16" (REMOVABLE)4'-11 9/16" (FIXED) 12'-6" 4 SCALE: 3/4" = 1'-0" UTILITY SCREEN WALL - REAR ELEVATION WIRELESS ACCESS POINT, BY OWNER 2 x 4 INTERMEDIATE SUPPORT. ANCHOR TO FINISHING BOARD AT TOP AND SUPPORT RAIL AT BOTTOM. CONNECT TOBOTTOM SUPPORT RAIL AND FINISHING BOARD WITH 2-1/2" DOUBLE WIDE CORNER BRACES. (2) 6 x 6 POSTS (2) 6 x 6 REMOVABLE POSTS 6 x 6 REMOVABLE POST BASE, SEE DETAIL 4 THIS SHEET CONDUIT FOR EXISTING POWER AND TELEPHONE LINES 11" 6" HIGH CUSTOM BRACKET WITH BOLTS THOUGH EACH POST. FINISH GRADE EXPANSIONJOINT, TYP. BUILDING WALL EXPANSION JOINT CONDUIT FOR FUTURE WIRELESS ACCESS POINT,CAPPED, MOUNTED TO POST SITE LAYOUT DETAILS CK LW AS PA REFER TO DETAIL SD3.23 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1 SCALE: 1/2"=1'-0" LED SCREEN WALL - FRONT ELEVATION SUPPORT PANEL. REFER TO SHEET SD 3.25 FRONT PANEL. SEE DETAILS THIS SHEET. VERTICAL AND HORIZONTAL SUPPORTS. REFER TO SHEET SD 3.26 AND STRUCTURAL DRAWINGS. OUTDOOR LED TV SCREEN, SECURE TO SUPPORT PANEL AND REFER TO MANUFACTURER RECOMMENDATIONS. SEE SPECIAL PROVISIONS. CIP CONCRETE FOUNDATION. REFER TO SHEET SD3.26 AND STRUCTURAL DETAILS. SPEAKER, TYPE S3, REFER TO DETAIL 4, SHEET SD3.10 AND AUDIOVISUAL SHEETS. SECURE TO SUPPORT PANEL WITH SST TAMPERPROOF HARDWARE AND REFER TO MANUFACTURER RECOMMENDATIONS. 2 SCALE: 3/8"=1'-0" FRONT PANEL ELEVATION 3/8" PAINTED STEEL FRONT PANEL. SECURED TO BACK WITH STANDOFFS AND HILTI ANCHORS, MINIMUM 4 ANCHOR POINTS PER PANEL. SEE DETAIL SHEET SD3.27. A B C D E F GB F F B A B E E E E A A A ADDB F GG 3'-3" 4'-3" 2'-9" 5'-3" 3'-9" 6'-3" 4'-9" 5'-9" TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G TYPE H 1'-4" TYP. H H 1'-1 5/8"1'-1 1/2" 3 SCALE: 3/8"=1'-0" FRONT PANEL SCHEDULE 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6" 6"1'-0"6" 1'-6"1'-6" 6" 1'-6" 6" 1'-6"1'-6" 6" 1'-6" 6" 1'-6"1'-6"1'-6" 6"6" FINISH GRADE.2'-6" 2" TYP. 45'-9" CONCRETE FOUNDATION. SEE DETAIL THIS SHEET AND REFER TO STRUCTURAL DRAWINGS. 3", TYP. PAINT COLOR TBD. ARCHITECT MAY CHOOSE MULTIPLE COLORS. GENERAL NOTES:1.DIMENSIONS, MODULES, AND FRAMING SHOWN ON THIS SHEET ARE TO CONVEY DESIGN INTENT ONLY. MANUFACTURER SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL COMPONENTS, CONNECTIONS, ANDMEMBERS COMPLETE. MANUFACTURER SHALL BE RESPONSIBLE FOR HAVING APPROVED SHOP DRAWINGS CERTIFIED, SIGNED, AND SEALEDBY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA. CERTIFIED DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT BEFORE FABRICATION BEGINS. SITE LAYOUT DETAILS CK LW DL PA REFER TO DETAIL SD3.24 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1 SCALE: 1/2"=1'-0" SUPPORT PANEL ELEVATION PANEL A PANEL B PANEL C PANEL D PANEL E PANEL F PANEL G 6'-0"6'-0"7'-9"7'-9"7'-9"5'-3"5'-3" STEEL FRAMING, SEE FRAMING DETAIL AND REFER TO STRUCTURAL DRAWINGS. 3/8" STEEL SUPPORT PANEL, PAINTED, COLOR TBD BY ARCHITECT FROM MANUFACTURER'S FULL COLOR RANGE, TYP. SECURE TO FRAMING W/ SST TAMPERPROOF HARDWARE. 3" CLEAR, TYP. 2'-0" 2'-0" 1'-6" TYP, UNLESS NOTED 1'-6 7/8" 1'-6 7/8" 1'-6 7/8" 1'-6 7/8" 1'-6 7/8" 1'-6 7/8" 3'-1 13/16" 1'-6 7/8" 1'-6 7/8" GENERAL NOTES: 1.DIMENSIONS, MODULES, AND FRAMING SHOWN ON THIS SHEET ARE TO CONVEY DESIGN INTENT ONLY. MANUFACTURER SHALL PREPARE ANDSUBMIT SHOP DRAWINGS FOR ALL COMPONENTS, CONNECTIONS, AND MEMBERS COMPLETE. MANUFACTURER SHALL BE RESPONSIBLE FOR HAVING APPROVED SHOP DRAWINGS CERTIFIED, SIGNED, AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA. CERTIFIED DRAWINGS SHALL BE REVIEWED AND APPROVED BY THELANDSCAPE ARCHITECT BEFORE FABRICATION BEGINS. 2.IN ORDER TO FABRICATE PANELS IDENTIFIED, SHOP WELDING SHALL BE PERFORMED. FABRICATOR SHALL PROVIDE SHOP DRAWINGS IDENTIFYING THE LOCATIONS OF WELDS. EACH PANEL SHALL BESEAMLESS WITHOUT ANY VISIBLE SEEM LINES AFTER PAINTING. CONTRACTOR SHALL SUBMIT MOCK-UP OF WELD AND PAINTING TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION. 3.SUPPORT PANEL DIMENSIONS SHALL BE COORDINATED WITH OUTDOORTV. VERIFY DIMENSIONS TO MATCH WIDTH/HEIGHT OF LED SCREEN PANEL, WHEN SUPPORT PANEL AND BACK PANEL IS BEHIND VIDEO SCREEN. 2'-0" 1'-6" 2'-6" 1'-0" 2'-6" 2'-6" 1'-8 13/16" 9 7/16" 9 7/16" VERIFY DIMENSIONS TO MATCH WIDTH/HEIGHT OF LED SCREEN PANEL, WHEN SUPPORT PANEL AND BACK PANEL IS BEHIND VIDEO SCREEN. 2'-6" 2'-6" 3'-6" 1'-3" 9"6" 1'-6" 1'-0" 6" 3'-6" VERIFY DIMENSIONS TO MATCH WIDTH/HEIGHT OF LED SCREEN PANEL, WHEN SUPPORT PANEL AND BACK PANEL IS BEHIND VIDEO SCREEN. SITE LAYOUT DETAILS CK LW DL PA REFER TO DETAIL SD3.25 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1 SCALE: 1/2"=1'-0" VERTICAL AND HORIZONTAL SUPPORTS ELEVATION 2'-9" 4'-9" 7'-9" 12'-9" 14'-5 13/16" 15'-3 5/16" 14'-5 13/16" 12'-9" 7'-9" 4'-9" 2'-9" 4'-0"6'-0"3'-10 1/2"3'-10 1/2"3'-10 1/2"3'-10 1/2"3'-10 1/2"3'-10 1/2"5'-3"3'-9" STEEL FRAMING, REFER TO STRUCTURAL DRAWINGS. COORDINATE LOCATION OF HORIZONTAL SUPPORTS WITH LOCATION OF HARDWARE SECURING OUTDOOR TV TO SUPPORT PANEL. REFER TO SCREEN WALL SECTION, SHEET SD3.27 5" HSS FRAMING SQ. TUBE. SECURE TO BASE PLATE. REFER TO STRUCTURAL DRAWINGS. SUPPORT PANEL. REFER TO SHEET SD 3.25 GENERAL NOTES: 1.DIMENSIONS, MODULES, AND FRAMING SHOWN ON THIS SHEET ARE TO CONVEY DESIGN INTENT ONLY. MANUFACTURER SHALL PREPARE ANDSUBMIT SHOP DRAWINGS FOR ALL COMPONENTS, CONNECTIONS, AND MEMBERS COMPLETE. MANUFACTURER SHALL BE RESPONSIBLE FOR HAVING APPROVED SHOP DRAWINGS CERTIFIED, SIGNED, AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA. CERTIFIED DRAWINGS SHALL BE REVIEWED AND APPROVED BY THELANDSCAPE ARCHITECT BEFORE FABRICATION BEGINS. 2.SUPPORT PANEL VERTICAL DIMENSION AND HORIZONTAL LOCATION SHALL BE COORDINATED WITH OUTDOOR TV AND SUPPORT PANEL FABRICATION. 3" CLEAR, TYP. 3'-0" 3'-0" 1'-0" 3'-0" 3'-0" SITE LAYOUT DETAILS CK LW DL PA REFER TO DETAIL SD3.26 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 3/8" PAINTED STEEL FRONT PANELS. SECURE TO SUPPORT PANEL WITH STAND-OFF ANCHOR AND SECURE TO CONCRETE FOUNDATION WITH HILTI ANCHORS. REFER TO ELEVATION FOR QUANTITY AND HEIGHTS. LED PANELS / CABINETS WIRING TO BE HIDDEN FROM VIEW. ROUTE BEHIND SUPPORT PANEL. 3/8" STEEL SUPPORT PANELS MECHANICALLY FASTENED TO HSS POST, PAINTED COLOR TBD BY ARCHITECT FROM MANUFACTURER'S FULL COLOR RANGE, HEIGHT VARIES. 1/4" STEEL BACK PANELS, CONNECTED TO CROSS SUPPORTS, PAINTED COLOR TBD BY ARCHITECT FROM MANUFACTURER'S FULL COLOR RANGE, HEIGHT VARIES. STEEL TUBE CROSS SUPPORTS. FULLY WELD TO VERTICAL SUPPORTS AT ALL LOCATIONS. REFER TO STRUCTURAL DRAWINGS. BASE PLATE. SEE STRUCTURAL DRAWINGS SHEETS. JOINTS NOTE: CLEANLY BUTT JOINT EDGES AND BACK SUPPORT WITH ADDITIONAL HIDDEN FROM VIEW PLATE AND BOLT FASTENERS. SEE STRUCTURAL DRAWINGS DRAWINGS CONCRETE FOUNDATION WALL AND REINFORCING, 1 SCALE: 1/2"=1'-0" LED SCREEN WALL - ELEVATION HSS POST. REFER TO STRUCTURAL DRAWINGS. 2'-6" CIP CONCRETE FOUNDATION TO HAVE LIGHT SANDBLAST FINISH. PROVIDE SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. HOLD 1" FROM BASE PLATE 3 SCALE: 1/2"=1'-0" OUTDOOR LED TV ELEVATION 1'-6 7/8" SQ. 11'-9 3/4" 15'-9" 9 7/16" SQ. OUTDOOR LED TV SCREEN, REFER TO SPECIFICATIONS. SECURE TO STEEL SUPPORT PANEL. SUBMIT MANUFACTURER'S RECOMMENDATIONS AND CONTRACTOR'S STRATEGY FOR SECURING LED SCREEN TO ARCHITECT FOR APPROVAL. STRATEGY FOR SECURING TO BE REVIEWED AND APPROVED BY CONTRACTOR'S ENGINEER REVIEW, SEE GENERAL NOTES. GENERAL NOTES: 1.DIMENSIONS, MODULES, AND FRAMING SHOWN ON THIS SHEET ARE TO CONVEY DESIGN INTENT ONLY. MANUFACTURER SHALL PREPARE ANDSUBMIT SHOP DRAWINGS FOR ALL COMPONENTS, CONNECTIONS, AND MEMBERS COMPLETE. MANUFACTURER SHALL BE RESPONSIBLE FOR HAVING APPROVED SHOP DRAWINGS CERTIFIED, SIGNED, AND SEALEDBY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA. CERTIFIED DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT BEFORE FABRICATION BEGINS. VARIES. SEE FRONT PANEL ELEVATION FOR HEIGHTS 3/8" PAINTED STEEL SUPPORT PANEL. 3/8" PAINTED STEEL FRONT PANEL. TRUSS OR STOVEHEAD SST BOLT ON FACE WITH STAND OFF SLEEVE. MIN. FOUR CONNECTION PER PANEL. CONTRACTOR SHALL DETERMINE SUPPORT ARM LOCATION AND SUBMIT SHOP DRAWINGS TO BE APPROVED BY LANDSCAPE ARCHITECT. 6 7/8" 2 SCALE: NTS SUPPORT AND FRONT PANEL SECTION 3" 480mm x 480mm CABINET 240mm x 480mm CABINET SITE LAYOUT DETAILS CK LW DL PA REFER TO DETAIL SD3.27 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1 SCALE: 1/2"=1'-0" BACK PANEL ELEVATION PANEL 1 PANEL 2 PANEL 3 PANEL 5 PANEL 6 PANEL 7 1/4" PAINTED STEEL BACK PANEL, PAINT COLOR TBD BY ARCHITECT FROM MANUFACTURER'S FULL COLOR RANGE, TYP. SECURE TO FRAMING W/ SST TAMPERPROOF HARDWARE. STRUCTURAL SUPPORTS, BEHIND BACK PANEL. REFER TO STRUCTURAL DRAWINGS FOR SUPPORT REQUIREMENTS. GENERAL NOTES: 1.DIMENSIONS, MODULES, AND FRAMING SHOWN ON THIS SHEET ARE TO CONVEY DESIGN INTENT ONLY. MANUFACTURER SHALL PREPARE ANDSUBMIT SHOP DRAWINGS FOR ALL COMPONENTS, CONNECTIONS, AND MEMBERS COMPLETE. MANUFACTURER SHALL BE RESPONSIBLE FOR HAVING APPROVED SHOP DRAWINGS CERTIFIED, SIGNED, AND SEALEDBY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA. CERTIFIED DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT BEFORE FABRICATION BEGINS. 2.BACK PANEL TO MATCH DIMENSIONS OF SUPPORT PANEL, ELEVATIONSHOWN BELOW IS MIRRORED. PANEL 4 CIP CONCRETE FOUNDATION. AUDIO AND ELECTRICAL CABINETS, CENTERED AND SECURED TO CONCRETE FOUNDATION WALL. REFER TO ELECTRICAL AND AUDIO DRAWINGS FOR ADDITIONAL REQUIREMENTS. SITE LAYOUT DETAILS CK LW DL PA REFER TO DETAIL SD3.28 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 GENERAL NOTES 1.See Soils Details for more information. 2.See Specifications for subsoil preparation, if required. 3.Coordinate soil placement, planting, seeding and sodding with Planting Plans on sheets L1.1-L1.3 and Irrigation Plans on sheets IR1.1-IR1.3. SOIL PLAN LEGEND PLANTING SOIL, 20-24 INCH DEPTH (OVER STORM TRAP) Topsoil, Amended - Planting Soil, 20-24 Inch Depth PLANTING SOIL, 24 INCH DEPTH Topsoil, Amended - Planting Soil, 24 Inch Depth Subsoil Treatment per Specifications PLANTING SOIL AT TURF, 18 INCH DEPTH Topsoil, Amended - Planting Soil, 18 Inch Depth SUSPENDED PAVEMENT ASSEMBLY Topsoil, Suspended Pavement (Silva Cell 2, Geogrid, Cable Ties, Root Barrier, Geotextile Fabric Above Cells, Strong Backs & Anchoring Pins) Subbase Course and Base Course (Compacted Aggregate No. 53 Base) Geotextile Fabric Below Cells, B Borrow Backfill Topsoil, Amended - Planting Soil Approx. Extent of Excavation for Suspended Pavement Assembly TOPSOIL, STRUCTURAL SOIL Refer Detail 5, Sheet SD5.2 for Depth PLANTING SOIL AT TREES IN GRATES Topsoil, Amended - Planting Soil, 3'-7" Depth PLANTING SOIL AT RAISED PLANTER, 30 INCH DEPTH Topsoil, Amended - Planting Soil, 30 Inch Depth ROOT BARRIER ROOFING MEMBRANE Membrane to extend minimum 1'-0" beyond edge of storm trap.G14.40 82.391' RT 65.17 71.000' RT 4th StreetMonon Boulevard (NB) Sun King DistilleryProject Limit LineProject Limit LineProject Limit LineProject Limit Line Project Limit Line Project Limit LineProject Limit LinePHASE 1B Sta. 20+15.57 BEGINNING POINT OF Line "M" 71.000' RT REMOVE EXISTING SOIL AND REPLACE WITH TOPSOIL, AMENDED. 1 SD5.2 21.4' 62.3'23.4'26.7'21.8'32.0'NORTH SCALE: 1" = 10' 0'5'10'20' SOIL PLAN LW PA LW PA 1"=10' SD5.1 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 4" MIN 2 SCALE: 1"=1'-0" PLANTING SOIL AT LAWN, 18 INCH DEPTH 1'-6" SOIL DEPTH 8" LIFT, TYP. FINISH GRADE SHALL BE SET SO THAT TOP LEVEL OF SOIL IN SOD IS FLUSH WITH PAVEMENT TOPSOIL, AMENDED - PLANTING SOIL (DEPTH AFTER SETTLING), INSTALL IN 8" LIFTS, MAX. AND COMPACT TO 75-82% PROCTOR TRANSITION-PAVERSTYPE 2 TO PLANTING BED, SEE DETAIL 7, SHEET SD 3.5 GENERAL NOTES: 1.SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING, AND BLENDING OF PLANTING SOIL. 2.REFER TO GRADING PLANS. EXISTING AGGREGATE, MAINTAIN 4" DEPTH MIN.TOP OF EXISTING STORM TRAPTOPSOIL, STRUCTURAL GENERAL NOTES: 1.SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING, AND BLENDING OF PLANTING SOIL. HOLD DOWN FINISH GRADE 1/2" FROM TOP OF PAVED SURFACE ADJACENT 3" DEPTH MULCH, HARDWOOD SHREDDED BARK TRANSITION - PAVEMENT, STONE AGGREGATE TO PLANTING BED, REFER TO DETAIL 8, SHEET SD3.5 TRANSITION - PAVERS, TYPE 2 TO LAWN/PLANTING BED, REFER TO DETAIL 7, SHEET SD 3.5 3 SCALE: 1"=1'-0" PLANTING SOIL, 20-24 INCH DEPTH (OVER STORM TRAP) TOPSOIL, AMENDED - PLANTING SOIL (DEPTH AFTER SETTLING), INSTALL IN 8" LIFTS, MAX. AND COMPACT TO 75-82% PROCTOR EXISTING AGGREGATE, MAINTAIN 4" DEPTH MIN. TOP OF EXISTING STORM TRAP TOPSOIL, STRUCTURAL 4" MIN. VARIES 1'-8" TO 2'-0" SOIL DEPTH 3" MULCH 8" LIFT, TYP. 3" 4 SCALE: 1"=1'-0" PLANTING SOIL, 24 INCH DEPTH 2'-0" SOIL DEPTH HOLD DOWN FINISH GRADE 1" FROM TOP OF PAVED SURFACE ADJACENT 3" MULCH 4" TOPSOIL, AMENDED - PLANTING SOIL (DEPTH AFTER SETTLING), INSTALL IN LIFTS AND COMPACT TO 75-82% PROCTOR CONDITION VARIES, REFER TO PLANS 3" DEPTH MULCH, HARDWOOD SHREDDED BARK CROWN, SEE NOTES. TRANSITION ZONE, INTEGRATE PLANTING SOIL INTO TOP 4" OF SUBSOIL SUBSOIL, SCARIFY SURFACE PER SPECIAL PROVISIONS TOPSOIL, AMENDED GENERAL NOTES: 1.SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING, AND BLENDING OF PLANTING SOIL. 2.CROWN BED IN CENTER 1" PER 1'-0" OF BED WIDTH. HOLD CROWN TO FINISH GRADE AS NOTED ON PLANS. 8" LIFT, TYP. 5 SCALE: 1"=1'-0" PLANTING SOIL AT RAISED PLANTER, 30 INCH DEPTH MULCH, HARDWOOD SHREDDED BARK HOLD DOWN FINISH GRADE 1" FROM TOP OF CONCRETE 2'-6" +/- SOIL DEPTH EXISTING AGGREGATE, MAINTAIN 4" DEPTH MIN. TOP OF EXISTING STORM TRAP PLATFORM BENCH, REFER TO SHEETS SD3.12 THROUGH SD3.19 2" MULCH TOPSOIL, AMENDED - PLANTING SOIL (DEPTH AFTER SETTLING), INSTALL IN LIFTS AND COMPACT TO 75-82% PROCTOR 4" MIN FINISH GRADE, REFER TO SITE LAYOUT PLAN 8" LIFT, TYP. GENERAL NOTES: 1.SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING, AND BLENDING OF PLANTING SOIL. UNDERDRAIN, REFER TO DRAINAGE PLAN AND EROSION CONTROL FINISH GRADE, REFER TO SITE LAYOUT PLAN TOPSOIL, STRUCTURAL 3"3" PLANTING SOIL, 20-24" DEPTH, REFER TO DETAIL 3 THIS SHEET PAVER, TYPE 2, REFER TO DETAIL 4, SHEET SD 3.4 PLANTING SOIL AT RAISED PLANTER, 30 DEPTH. REFER TO DETAIL 5, THIS SHEET PLANTING SOIL AT LAWN, 18" DEPTH. REFER TO DETAIL 2, THIS SHEET PAVEMENT, STABILIZED DECOMPOSED GRANITE, REFER TO DETAIL 8, SHEET SD3.4 PAVEMENT, CONCRETE SIDEWALK, REFER TO DETAIL 2, SHEET SD3.3 PAVEMENT ADJACENT TO EXISTING BUILDING, REFER TO DETAIL 8, SHEET SD3.5 EXISTING AGGREGATE, MAINTAIN 4" MIN 1'-11" +/-1'-9" +/- PLATFORM BENCH, REFER TO SHEETS SD3.12 THROUGH SD3.15 1'-9" +/- EXISTING STORM TRAP ROOT BARRIER ROOFING MEMBRANE, REFER TO PLAN FOR EXTENTS RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 SOIL DETAILS LW PA LW PA REFER TO DETAIL SD5.2 1 SCALE: 1/2" = 1'-0" TOPSOIL, STRUCTURAL CROSS SECTION PARALLEL PARKING SIDEWALK 5'-0" 5'-0"18'-0" 2'-6" EXISTING PAVER ROADWAY, PERMEABLE PAVERS EXISTING GRANTE CURB SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), INSTALL PER MANUFACTURER'S SPECIFICATIONS APPROXIMATE EXTENTS OF EXCAVATION 1'-0" MIN.3SD5.34SD5.39'-4 1/2"2SD5.3CONCRETE AROUND OPENING SHALL BE FULLY SUPPORTED BY CELLS BELOW. CELLS MAY EXTEND UNDER OPENING IF NEEDED TO ALLOW FOR REQUIRED SPACING TOLERANCES BETWEEN CELL BASES. VERIFY LOCATION WITH LANDSCAPE ARCHITECT IF EXTENDS BEYOND 2" INTO TREE OPENING. 1" MIN. TO 6" MAX. GAP BETWEEN BASES. GEOGRID TO LINE PERIMETER OF SYSTEM OVERFLOW CLEANOUT, SEE CONSTRUCTION DETAILS ROOT BARRIER AROUND INSIDE OF TREE OPENING, PLACE TIGHT TO CONCRETE TO MAKE OPENING AS LARGE AS POSSIBLE ROOT BALL EXTENT OF TREE OPENING 5'-0" x 5'-0" TREE GRATE, SEE DETAIL 1, SHEET 3.7. 5'-0" 1" MIN. TO 6" MAX., TYP. 1" MIN. TO 6" MAX., TYP. UNDER DRAIN: PIPE, TYPE 4, CIRCULAR, 4 IN, HDPE, SEE CONSTRUCTION DETAILS 4'-2" 5'-0" BIKE LANE 5'-6" BUFFER / AMENITY ZONE 6" 5" 1'-6" 1 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - TYPICAL LAYOUT PLAN CYCLE TRACK. DETAIL 9, SHEET SD3.5 1'-0" MIN. 6" SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.4 TOPSOIL, STRUCTURAL 1'-2" PARALLEL PARKING GEOGRID TO LINE PERIMETER OF SYSTEM WITH 6" TOE (OUTWARD FROM BASE) AND 12" EXCESS (OVER TOP OF DECK) B BORROW BACKFILL. FILL TO WITHIN 4-6" BELOW TOP OF SILVA CELL DECKS, INSTALL IN 8" LIFTS, EACH COMPACTED TO 95% PROCTOR SIDEWALK, CONCRETE HEAVY GEOTEXTILE FABRIC TO EDGE OF EXCAVATION 1" MIN. TO 6" MAX. SPACING AT BASE 6"5'-0" BIKE LANE 5'-6" BUFFER / AMENITY ZONE SIDEWALK 3/16" x 14" ZIP TIES, SECURING GEOGRID TO SILVA CELLS 3'-7" 4" MIN. COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. SUBGRADE, COMPACTED TO 95% PROCTOR4"4"4" 1'-0" 6" 2'-6"6'-10" 1'-0" MIN. PARALLEL PARKING 6"5'-0" BIKE LANE 5'-6" BUFFER / AMENITY ZONE SIDEWALK 3'-7" 4" MIN. 4" 2'-6"6'-4 1/2" 1'-0" MIN. 1.5 % SLOPE PIN, PER SPECIFICATIONS, TO KEEP CELLS IN PLACE DURING CONSTRUCTION 2'-6" ROOTBALL PLANTING SOIL BELOW ROOT BALL, COMPACTED TO 85-90% PROCTOR EXISTING CURB, GRANITE MULCH, STONE, SEE PLANTING DETAIL 5'-0" x 5'-0" TREE GRATE ROOT BARRIER, 12" DEEP PARALLEL PARKING 6"BIKE LANE5'-6" BUFFER / AMENITY ZONE 6" 1'-6"3'-6" TOPSOIL, AMENDED - PLANTING SOIL, INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR SILVA CELL 2 SYSTEM BEYOND EXISTING PAVER ROADWAY, PERMEABLE PAVERS EXISTING GRANITE CURB 2 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT CELLS TOPSOIL, STRUCTURAL 1'-0" GEOGRID TO LINE PERIMETER OF SYSTEM WITH 6" TOE (OUTWARD FROM BASE) AND 12" EXCESS (OVER TOP OF DECK) 316" x 14" ZIP TIES, SECURING GEOGRID TO SILVA CELLS 3 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT TREE PLANTNG WITH INLET 4 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT OVERFLOW PIPE COMPACTED SUBGRADE TOPSOIL, AMENDED - PLANTING SOIL TYPE B. INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR 6" 1'-6" 2'-0" COMPACTED SUBGRADE NONWOVEN GEOTEXTILE, PLACED BELOW AGGREGATE BASE 1" MIN. TO 6" MAX. SPACING AT BASE SUBGRADE, COMPACTED TO 95% PROCTOR PIN, PER SPECIFICATIONS, TO KEEP CELLS IN PLACE DURING CONSTRUCTION NONWOVEN GEOTEXTILE, PLACED BELOW AGGREGATE BASE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR COMPACTED SUBGRADE MULCH, STONE, SEE PLANTING DETAIL 5'-0" x 5'-0" TREE GRATE PAVER, TYPE 9 CONCRETE TO EXTEND TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATION SIDEWALK, CONCRETE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN.PAVER, TYPE 9 CONCRETE TO EXTEND TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATION TOPSOIL, AMENDED - PLANTING SOIL TYPE B. INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), SEE SOILS PLANS 1.5 % SLOPE EXISTING GRANITE CURB OVERFLOW CLEANOUT, SEE CONSTRUCTION DETAILS ROOT BARRIER, 12" DEEP 1.5 % SLOPE PAVER, TYPE 9 CONCRETE TO EXTEND TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATION 1'-0"6"1'-0" 6" SUBGRADE, COMPACTED TO 95% PROCTOR COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR NONWOVEN GEOTEXTILE, , PLACED BELOW AGGREGATE BASE EXISTING PAVER ROADWAY, PERMEABLE PAVERS 5" MIN. 2 3/4" TOPSOIL, AMENDED - PLANTING SOIL, INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), SEE SOILS PLANS 5" MIN. 2 3/4" 2'-0" 6" MIN. UNDER DRAIN: PIPE, TYPE 4, CIRCULAR, 4 IN, HDPE; WITH AGGREGATE FOR 4" SILVA CELL UNDERDRAIN, WASHED; WRAPPED IN GEOTEXTILES FOR 4" SILVA CELL UNDERDRAIN; SEE CONSTRUCTION DETAILS 4"4"4" UNDER DRAIN: PIPE, TYPE 4, CIRCULAR, 4 IN, HDPE, SEE CONSTRUCTION DETAILS 4"4"4" 2'-0" 1'-0"6" MIN. 1'-0"6" MIN. UNDER DRAIN: PIPE, TYPE 4, CIRCULAR, 4 IN, HDPE; WITH AGGREGATE FOR 4" SILVA CELL UNDERDRAIN, WASHED; WRAPPED IN GEOTEXTILES FOR 4" SILVA CELL UNDERDRAIN; SEE CONSTRUCTION DETAILS B BORROW BACKFILL. FILL TO WITHIN 4-6" BELOW TOP OF SILVA CELL DECKS, INSTALL IN 8" LIFTS, EACH COMPACTED TO 95% PROCTOR HEAVY GEOTEXTILE FABRIC TO EDGE OF EXCAVATION 4" 4" 4" 1'-2" GENERAL NOTES: 1.INSTALLATION SHALL BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2.SEE SOILS PLAN FOR SOIL CELL LAYOUT. 3.PRIOR TO INSTALLATION, PERCOLATION TESTING SHALL BE DONE TO SUBSOIL. TESTS TO BE PROVIDED TO LANDSCAPE ARCHITECT. IF SUBSOILS DO NOT ADEQUATELY DRAIN, ADDITIONAL SCARIFICATION OF THE SURFACE MAY BE REQUIRED. 4.SEE SPECIAL PROVISIONS FOR STONE AND SOIL INFORMATION. 5.SEE PLANTING DETAILS FOR TREE PLANTING REQUIREMENTS. 6.SEE IRRIGATION DRAWINGS FOR IRRIGATION LAYOUT AND DETAILS. 7.SEE SITE LAYOUT AND DETAILS FOR SPOT ELEVATIONS AND GRADING INFORMATION. 8.DRAIN LOCATIONS AND SIZING SHOWN FOR REFERENCE ONLY, SEE CONSTRUCTION DRAWINGS AND DETAILS. 9.SEE SITE DETAILS FOR TREE GRATE AND INLET DETAILS. 10.KEEP CONSTRUCTION TRAFFIC AWAY FROM THE LIMITS OF THE SILVA CELLS UNTIL THE FINAL PAVEMENT PROFILE IS IN PLACE. THE SILVA CELL SYSTEM DOES NOT FULLY MEET LOADING STRENGTH UNTIL THE FINAL PAVING IS INSTALLED. 10.1.DO NOT OPERATE EQUIPMENT DIRECTLY ON TOP OF THE SILVA CELL SYSTEM UNTIL PAVING INSTALLATION HAS BEEN COMPLETED. 10.2.PROVIDE FENCING AND OTHER BARRIERS TO PREVENT VEHICLES FROM ENTERING INTO THE SILVA CELL AREA. 10.3.WHEN THE SILVA CELL INSTALLATION IS COMPLETED AND THE PERMANENT PAVEMENT IS IN PLACE, LIMIT TRAFFIC AND CONSTRUCTION RELATED ACTIVITIES TO ONLY LOADS LESS THAN THE DESIGN LOADS 11.UTILITIES: 11.1.SOIL CELLS CAN ACCOMMODATE NEW AND EXISTING PIPES, CONDUITS, AND OTHER UNDERGROUND UTILITIES UP TO 10” (250 MM) IN DIAMETER. COORDINATE LOCATIONS AND INSTALLATION WITH ENGINEER AND UTILITY CONTRACTORS. 11.2.MAINTAIN REQUIRED VERTICAL AND/OR HORIZONTAL SEPARATION, MINIMUM DEPTH/COVER AND PROTECTIVE MEASURES AS REQUIRED BY UTILITY. IN THE EVENT THAT SOIL CELLS ARE INSTALLED OVER UTILITY, CONFIRM THAT LEVEL OF LOADING AND GROUND PRESSURE ABOVE UTILITY ARE ACCEPTABLE. 11.3.WHERE UTILITIES CANNOT BE INSTALLED WITHIN SOIL CELL FRAMEWORK AS SHOWN, MODIFY SOIL LAYOUT TO ACCOMMODATE UTILITY. CONSULT WITH LANDSCAPE ARCHITECT AND SUBMIT REVISED LAYOUT FOR APPROVAL. LAYOUT MODIFICATIONS SHALL COMPLY WITH MANUFACTURER'S GAP AND BRIDGING DETAILS. SOIL DETAILS LW PA LW PA REFER TO DETAIL SD5.3 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 5'-6" BUFFER / AMENITY ZONE 5'-0" BIKE LANE PARALLEL PARKING 6" 9'-0" OR AS NOTED ON LAYOUT PLANS 2'-0" SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), INSTALL PER MANUFACTURER'S SPECIFICATIONS 7'-2" TREE OPENING / TREE GRATE, SEE DETAILS APPROX. 2'-2" 2 SD5.4 1'-0" MIN. APPROX. 2'-6" GEOGRID TO LINE PERIMETER OF SYSTEM APPROXIMATE EXTENTS OF EXCAVATION CONCRETE FOOTING AT LUMINAIRE, SEE ELECTRICAL DETAILS STONE BRIDGE AROUND FOOTING, WASHED STONE W/OUT FINES, 24" GAP MAX., SEE DETAIL 2, THIS SHEET GEOGRID TO LINE PERIMETER, WITH 6" TOE FOLDED INWARD AND 12" EXCESS FOLDED OVER ADJACENT DECKS UNDER DRAIN: PIPE, TYPE 4, CIRCULAR, 4 IN, HDPE, SEE CONSTRUCTION DETAILS 1 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY AT LUMINAIRE / STONE BRIDGE - TYPICAL LAYOUT PLAN 5'-0"TOPSOIL, STRUCTURAL SIDEWALK 1" MIN. TO 6" MAX., TYP. TOPSOIL, STRUCTURAL APPROX. 2'-2" SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), SEE SOILS PLANS FOR LAYOUT HEAVY GEOTEXTILE FABRIC CONCRETE FOOTING AT LUMINAIRE, SEE ELECTRICAL DETAILS 1" MIN. TO 6" MAX. SPACING BETWEEN SILVA CELLS AT BASE 2 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT LUMINAIRE SIDEWALK, CONCRETE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. SUBGRADE, COMPACTED TO 95% PROCTOR COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR NONWOVEN GEOTEXTILE, GEOTEXTILE FABRIC, PLACED BELOW AGGREGATE BASE TOPSOIL, AMENDED - PLANTING SOIL TYPE B. INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR GEOGRID TO LINE PERIMETER OF WASHED STONE WITH 6" TOE FOLDED INWARD AND 12" EXCESS FOLDED OVER ADJACENT DECKS CABLE TIE, ATTACHING GEOGRID TO SILVA CELL AT BASE OF UPPER POST FLARE 4 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT FLUSH PLANTING BED TOPSOIL, AMENDED - PLANTING SOIL, FILL TO WITHIN 4-6" BELOW TOP OF SILVA CELL DECKS, INSTALL IN 8" LIFTS, EACH COMPACTED TO 95% PROCTOR ROOT BARRIER, 12" DEEP PLANT BED, SEE SOIL AND LANDSCAPE PLANS / DETAILS. PAVER, TYPE 2 CONCRETE TO EXTEND TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATION TOPSOIL, AMENDED - PLANTING SOIL, INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), SEE SOILS PLANS 1" MIN. TO 6" MAX. SPACING AT BASE SUBGRADE, COMPACTED TO 95% PROCTORPIN, PER SPECIFICATIONS, TO KEEP CELLS IN PLACE DURING CONSTRUCTION NONWOVEN GEOTEXTILE, PLACED BELOW AGGREGATE BASE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR 6" MIN. 3'-7" 4" MIN. EXISTING ROADWAY CYCLE TRACK GEOGRID TO LINE PERIMETER OF SYSTEM WITH 6" TOE (OUTWARD FROM BASE) AND 12" EXCESS (OVER TOP OF DECK) B BORROW BACKFILL. FILL TO WITHIN 4-6" BELOW TOP OF SILVA CELL DECKS, INSTALL IN 8" LIFTS, EACH COMPACTED TO 95% PROCTOR HEAVY GEOTEXTILE FABRIC TO EDGE OF EXCAVATION 1" MIN. TO 6" MAX. SPACING AT BASE 316" x 14" ZIP TIES, SECURING GEOGRID TO SILVA CELLS COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR SUBGRADE, COMPACTED TO 95% PROCTOR PIN, PER SPECIFICATIONS, TO KEEP CELLS IN PLACE DURING CONSTRUCTION NONWOVEN GEOTEXTILE, PLACED BELOW AGGREGATE BASE CONCRETE TO EXTEND TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATION TOPSOIL, AMENDED - PLANTING SOIL, INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), SEE SOILS PLANS PAVER, TYPE 9, SEE DETAIL 7. SHEET SD3.4 PAVER, TYPE 2, SEE DETAIL 4, SHEET SD3.4 PAVER, TYPE 6, EXISTING EXISTING PAVER ROADWAY, PERMEABLE PAVERS 6" MIN 1'-0" UNDER DRAIN, SEE CONSTRUCTION DETAILS 5 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT PAVERS, TYPE 2 IN PLAZA PLAZA PAVEMENT 1'-0" 6'-10 15/16" 1'-0" MIN. 3'-7" 4" MIN. 4" 4" 2 3/4" 4 SD5.4 5SD5.4APPROXIMATE EXTENTS OF EXCAVATION SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), INSTALL PER MANUFACTURER'S SPECIFICATIONS EDGE OF FLUSH PLANTING BED, REFER TO SOIL PLAN FOR SOIL DEPTHS 5'-0" BIKE LANE 13'-0" 3 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY AT CONNECTION TO PLANT BED - TYPICAL LAYOUT PLAN GEOGRID TO LINE PERIMETER OF SYSTEM WHEN ADJACENT TO PAVING, NO GRID WHEN CELLS ARE ADJACENT TO PLANTING BED FLUSH CURB TOPSOIL, STRUCTURAL ROOT BARRIER 1"MIN. TO 6" MAX., TYP. PERMEABLE PAVING AT ROAD MIXED PLANTINGS, REFER TO PLANTING PLANS AND DETAILS SOIL DETAILS LW PA LW PA REFER TO DETAIL SD5.4 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 G14.40 82.391' RT 65.17 71.000' RT 4th StreetMonon Boulevard (NB) Sun King DistilleryProject Limit LineProject Limit LineProject Limit LineProject Limit Line Project Limit Line Project Limit LineProject Limit LinePHASE 1B Sta. 20+15.57 BEGINNING POINT OF Line "M" 71.000' RT (2,788 sf)SOD (23)ALC M (15)ALC M (21)CAL K (12)DES C (2)ULM M (25 sf)NAR R (25 sf)NAR R (32 sf)ALL A (48 sf)ALL A (8)ALC M (16 sf)ALL A (8)ALC M (16 sf)ALL A (2)ULM M (2)ULM M (13)CAL K (17)CAL K (5)ULM M (19)LIR S (47)PER A (12)CAL K (48 sf)TUL S (64 sf)TUL S (80 sf)TUL S (13)CAL K (48 sf)TUL S (9)ANN (9)ANN (9)ANN (9)ANN (9)ANN (16)AMS T (28)HEM M (3)COR S(3)COR S (19)AMS T (27)HEM M (26)AGA B (32)BOU B (19)NEP E (36)ALL S (5)COR S (45)DES C (95 sf)NAR R (28)CAL K (5)COR S (4)ULM M (17)ECH P (20)ECH P (37)ALL S (21)NEP E (50)BOU B (28)AGA B (2)ULM M (17)NEP E (29)AGA B (50)BOU B (20)NEP E (30)ALL S (26)AGA B (28)NEP E (5)JUN B (5)JUN B (43 sf)TUL S (49)ALL S (2)ULM M (18)NEP E (43)BOU B (47)HEM R (33)GER B (44)DES C (12)DES C (6)ANN (10)ANN (4)ANN (6)ANN (10)ANN (4)ANN (10)ANN (10)ANN (10)ANN (10)ANN (10)ANN (10)ANN (10)ANN (10)ANN (10)ANN (10)ANN NORTH SCALE: 1" = 10' 0'5'10'20' PLANTING PLAN LW PA KK PA 1"=10' L1.1 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 3" HIGH TOPSOIL SAUCER REFER TO PLANS FOR FINISH GRADE WIDTH OF PIT TO BE TWO TIMES BALL DIAMETER TOPSOIL, AMENDED PER PLANTING CONDITIONS, SEE SPECIFICATIONS AND SOILS PLAN, WATER THOROUGHLY TO ELIMINATE AIR POCKETS SET ROOT BALL ON UNDISTURBED SOIL "CONE" AT BOTTOM OF PIT WHERE POSSIBLE. IN EXCAVATED AREAS, SET ROOTBALL ON "TOPSOIL, AMENDED - PLANTING SOIL", COMPACTED TO 85-90% PROCTOR 3 NOT TO SCALE TREE PLANTING GENERAL NOTES: 1.REMOVE THE ENTIRE WIRE BASKET, IF PRESENT. BEFORE TREE IS IN THE HOLE, REMOVE THE BOTTOM OF THE BASKET, CUTTING HORIZONTALLY. AFTER TREE IS IN THE HOLE, REMOVE THE REST OF WIRE BASKET, CUTTING VERTICALLY. 2.AFTER TREE IS IN THE HOLE, REMOVE AS MUCH BURLAP, TWINE AND LACING AS POSSIBLE 3.REMOVE TRUNK WRAP, IF PRESENT. 4.REMOVE ALL TAGS AND LABELS. 5.IMPORTANT: ROOT FLARE ZONE MAY BE BELOW TOP OF BURLAPPED ROOT BALL. REMOVE ROOT BALL SOIL DOWN TO LOCATE AND EXPOSE ROOT FLARE ZONE. 6.TREES SHALL NOT BE FERTILIZED WITHIN FIRST YEAR OF PLANTING. 7.STAKING AND GUYING OF TREES WILL ONLY BE REQUIRED WHERE TREE STABILITY PROBLEMS OCCUR AS DETERMINED BY THE LANDSCAPE ARCHITECT OR ARBORIST. 7.1.GUYING MATERIAL SHALL BE FLAT, WOVEN POLYPROPYLENE STRAPS, FASTENED TO WOODEN STAKES TO ALLOW FOR TREE MOVEMENT. STAKES SHALL BE INSTALLED OUTSIDE OF ROOTBALL. ARBORTIE SYSTEM, OR ACCEPTABLE EQUIVALENT. 8.SEE SOILS PLANS FOR DEPTH OF SOIL ASSEMBLY. SET ROOT FLARE ZONE MIN. 1-2" ABOVE FINISHED GRADE 3" MULCH, HARDWOOD SHREDDED BARK, SEE SPECIAL PROVISIONS. (IN PLANT BEDS AND LAWN ONLY) HOLD BACK FROM 3" FROM TRUNK OF TREE. PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT. STAKING AND GUYING SYSTEM, ONLY IF REQUIRED. SEE NOTES EQUAL TO 1/2 BALL DIAMETER SCARIFY SUBSOIL, SEE SPECIFICATIONS 4 NOT TO SCALE TREE PLANTING IN TREE GRATE REFER TO PLANS FOR FINISH GRADE OF STONE LAYER SET ROOT FLARE ZONE MIN. 1-2" ABOVE FINISHED GRADE 3" DEEP MULCH, STONE (IN TREE GRATES ONLY) WITH GEOTEXTILE FABRIC, SEE SPECIFICATIONS. HOLD BACK 3" FROM TRUNK OF TREE. PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT. BACKFILL WITH "TOPSOIL, AMENDED - PLANTING SOIL", WATER THOROUGHLY TO ELIMINATE AIR POCKETS SET ROOTBALL ON "TOPSOIL, AMENDED - PLANTING SOIL", COMPACTED TO 85-90% PROCTOR "TOPSOIL, SUSPENDED PAVEMENT", SEE DETAILS GENERAL NOTES: 1.REMOVE THE ENTIRE WIRE BASKET, IF PRESENT. BEFORE TREE IS IN THE HOLE, REMOVE THE BOTTOM OF THE BASKET, CUTTING HORIZONTALLY. AFTER TREE IS IN THE HOLE, REMOVE THE REST OF WIRE BASKET, CUTTING VERTICALLY. 2.AFTER TREE IS IN THE HOLE, REMOVE AS MUCH BURLAP, TWINE AND LACING AS POSSIBLE 3.REMOVE TRUNK WRAP, IF PRESENT. 4.REMOVE ALL TAGS AND LABELS. 5.IMPORTANT: ROOT FLARE ZONE MAY BE BELOW TOP OF BURLAPPED ROOT BALL. REMOVE ROOT BALL SOIL DOWN TO LOCATE AND EXPOSE ROOT FLARE ZONE. 6.TREES SHALL NOT BE FERTILIZED WITHIN FIRST YEAR OF PLANTING. 7.STAKING AND GUYING OF TREES IS REQUIRED FOR ALL TREES IN GRATES, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT. 7.1.GUYING MATERIAL SHALL BE FLAT FABRIC STRAPS, FASTENED TO GUYING ANCHORS. ANCHORS SHALL EXTEND INTO UNDISTURBED SUBGRADE. ARBORGUY SYSTEM, OR APPROVED EQUAL. ROOTBALL GUYING SYSTEM, SEE NOTES TREE GRATE, SEE DETAILS ROOT BARRIER, SEE "TOPSOIL, SUSPENDED PAVEMENT" DETAILS COMPACTED BASE LAYER, SEE "TOPSOIL, SUSPENDED PAVEMENT" DETAILS SLOPE & SCARIFY SIDES OF PIT WIDTH OF PIT TO BE TWO TIMES ROOT BALL DIAMETER SET ROOT BALL ON UNDISTURBED SOIL "CONE" AT BOTTOM OF PIT WHERE POSSIBLE. IN EXCAVATED AREAS, SET ROOTBALL ON" TOPSOIL, PLANTING SOIL TYPE C", COMPACTED TO 85-90% PROCTOR REFER TO PLANS FOR FINISH GRADE 3" HIGH TOPSOIL SAUCER FOR INDIVIDUAL PLANTS 3" MULCH, HARDWOOD SHREDDED BARK, SEE SPECIAL PROVISIONS. HOLD BACK 3" FROM CONTACT W/ STEMS OF SHRUB. SET ROOT FLARE ZONE 1-2" ABOVE FINISHED GRADE 5 NOT TO SCALE SHRUB PLANTING GENERAL NOTES: 1.REMOVE THE ENTIRE WIRE BASKET, IF PRESENT. 2.REMOVE CONTAINER OR AS MUCH BURLAP, TWINE AND LACING AS POSSIBLE 3.REMOVE ALL TAGS AND LABELS. 4.IMPORTANT: ROOT FLARE ZONE MAY BE BELOW TOP OF BURLAPPED ROOT BALL. REMOVE ROOT BALL SOIL DOWN TO LOCATE AND EXPOSE ROOT FLARE ZONE. 5.SEE SOILS PLANS FOR DEPTH OF SOIL ASSEMBLY. EQUAL TO 1/2 BALL DIAMETER PRUNE ONLY DEAD OR BROKEN BRANCHES, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT VARIES 1'-0" TO 2'-0" "TOPSOIL, AMENDED - PLANTING SOIL", WATER THOROUGHLY TO ELIMINATE AIR POCKETS, SEE SOILS PLAN FOR DEPTH TRANSITION ZONE TO SUBSOIL, SEE SOIL DETAILS 6 NOT TO SCALE PERENNIAL/GROUNDCOVER/GRASSES PLANTING 3" MULCH, HARDWOOD SHREDDED BARK, SEE SPECIAL PROVISIONS. KEEP 3" FROM BASE OF PLANT. REMOVE CONTAINER TRANSITION ZONE TO SUBSOIL, SEE SOIL DETAILS REFER TO PLANS FOR FINISH GRADE VARIES 1'-0" TO 2'-0" "TOPSOIL, AMENDED - PLANTING SOIL", WATER THOROUGHLY TO ELIMINATE AIR POCKETS, SEE SOIL PLAN FOR DEPTH GENERAL NOTES: 1.SEE SOILS PLANS FOR DEPTH OF SOIL ASSEMBLY. 2.ALL PERENNIAL BEDS SHALL BE PLANTED USING TRIANGULAR PLANTING SCHEME. REFER TO PLANTING SCHEDULE FOR ON-CENTER PLANTING DIMENSION. 3"5" 3" MULCH, HARDWOOD SHREDDED BARK TOPSOIL, AMENDED NOTE: ALIGN SPADE EDGE SO AS TO MINIMIZELARGE OPEN AREAS WITHOUT PLANT MATERIAL. 2 NOT TO SCALE SPADE EDGE ADJACENT TURF 7 NOT TO SCALE PLANTING IN RAISED PLANTER SET ROOT FLARE ZONE MIN. 1-2" ABOVE FINISHED GRADE PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT. BACKFILL WITH "TOPSOIL, AMENDED - PLANTING SOIL", INSTALL IN LIFTS AND COMPACT TO 75-82% PROCTOR. WATER THOROUGHLY TO ELIMINATE AIR POCKETS GENERAL NOTES: 1.REMOVE THE ENTIRE WIRE BASKET, IF PRESENT. BEFORE TREE IS IN THE HOLE, REMOVE THE BOTTOM OF THE BASKET, CUTTING HORIZONTALLY. AFTER TREE IS IN THE HOLE, REMOVE THE REST OF WIRE BASKET, CUTTING VERTICALLY. 2.AFTER TREE IS IN THE HOLE, REMOVE AS MUCH BURLAP, TWINE AND LACING AS POSSIBLE 3.REMOVE TRUNK WRAP, IF PRESENT. 4.REMOVE ALL TAGS AND LABELS. 5.IMPORTANT: ROOT FLARE ZONE MAY BE BELOW TOP OF BURLAPPED ROOT BALL. REMOVE ROOT BALL SOIL DOWN TO LOCATE AND EXPOSE ROOT FLARE ZONE. 6.TREES SHALL NOT BE FERTILIZED WITHIN FIRST YEAR OF PLANTING. 7.STAKING AND GUYING OF TREES ONLY IF DETERMINED BY LANDSCAPE ARCHITECT AFTER PLANTING. 7.1.GUYING MATERIAL SHALL BE FLAT FABRIC STRAPS, FASTENED TO GUYING ANCHORS. ANCHORS SHALL EXTEND INTO UNDISTURBED SUBGRADE. ARBORGUY SYSTEM, OR APPROVED EQUAL. SET ROOT BALL ON UNDISTURBED SOIL "CONE" AT BOTTOM OF PIT WHERE POSSIBLE. IN EXCAVATED AREAS, SET ROOTBALL ON "TOPSOIL, AMENDED - PLANTING SOIL", COMPACTED TO 85-90% PROCTOR TOPSOIL, STRUCTURAL UNDERDRAIN, REFER TO CIVIL SHEETS 2" MULCH, HARDWOOD SHREDDED BARK, SEE SPECIAL PROVISIONS. (IN PLANT BEDS AND LAWN ONLY) HOLD BACK FROM 3" FROM TRUNK OF TREE. EXTEND 6" BEYOND EDGE OF PLATFORM BENCH, TYP.6" 2" DEEP MULCH, STONE WITH GEOTEXTILE FABRIC DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME CONT CAL REMARKS ULM M 19 Ulmus x `Morton Glossy` TM Triumph Elm B & B 3"Cal Match specimen, Min. 7` branch height SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS COR S 16 Cornus sericea `Farrow` ARTIC FIRE Artic Fire Red-twig Dogwood 3 gal, Min. 18"48" o.c. JUN B 10 Juniperus sabina `Buffalo`Buffalo Juniper 5 gal, Min. 24"48" o.c.Well-rooted, healthy, full ANNUAL QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS ANN 185 Annual Mix Annual Mix 12" pot 9" o.c.See note below* BULB QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS ALL A 112 sf Allium aflatunense `Purple Sensation`Ornamental Onion bulb 3 bulbs/sf NAR R 145 sf Narcissus minor var. pumilus `Plenus`Rip Van Winkle Double Daffodil bulb 5 bulbs/sf; Equal quantity of each species randomly mixed through planting. TUL S 283 sf Tulipa x `Sunlover`Sunlover Double Tulip bulb 5 bulbs/sf ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS BOU B 175 Bouteloua gracilis `Blonde Ambition`Blue Grama Grass 1 gal 18" o.c.Well-rooted, healthy, full CAL K 104 Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 1 gal 24" o.c.Well-rooted, healthy, full DES C 113 Deschampsia cespitosa `Goldtau`Gold Dew Tufted Hair Grass 1 gal 18" o.c.Well-rooted, healthy, full PERENNIALS/GROUNDCOVER QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS AGA B 109 Agastache x `Blue Fortune`Anise Hyssop 1 gal 18" o.c.Well-rooted, healthy, full ALC M 54 Alchemilla mollis `Thriller`Lady`s Mantle 1 gal 18" o.c.Well-rooted, healthy, full ALL S 152 Allium x `Summer Beauty`Summer Beauty Allium 1 gal 15" o.c.Well-rooted, healthy, full AMS T 35 Amsonia tabernaemontana `Blue Ice`Blue Ice Star Flower 1 gal 18" o.c.Well-rooted, healthy, full ECH P 37 Echinacea purpurea `Kim`s Knee High`Purple Coneflower 1 gal 18" o.c.Well-rooted, healthy, full GER B 33 Geranium macrorrhizum `Beven`s Variety`Beven`s Variety Geranium 1 gal 15" o.c.Well-rooted, healthy, full HEM M 55 Hemerocallis x `Mary Todd`Daylily 1 gal 15" o.c.Well-rooted, healthy, full HEM R 47 Hemerocallis x `Rosy Returns`Daylily 1 gal 15" o.c.Well-rooted, healthy, full LIR S 19 Liriope spicata `Big Blue`Creeping Lily Turf 1 gal 15" o.c.Well-rooted, healthy, full NEP E 123 Nepeta x faassenii `Early Bird`Early Bird Catmint 1 gal 18" o.c.Well-rooted, healthy, full PER A 47 Perennial Mix "A"Perennial Mix "A"1 gal 18" o.c.Well-rooted, healthy, full SOD/SEED QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS SOD 2,788 sf Sodding, Nursery HGT Bluegrass Blend Sod See special provision. PLANT SCHEDULE 310 sys & Narcissus x 'Cheerfulness'& Cheerfulness Double Daffodil *Annual Mix can be selection of the following: Fall Mums, Aster, Kale, or Purple Fountain Grass. Plant in similar color masses. Submit plant selection to Landscape Architect for approval. PERENNIAL MIX A SCHEDULE SYMBOL QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS PER A PERENNIAL MIX A 1 / 3 Stachys officinalis 'Hummelo'Alpine Betony 1gal 18" o.c.Well-rooted, healthy, full 1 / 3 Coreopsis verticillata 'Golden Showers'Golden Showers Coreopsis 1gal 18" o.c.Well-rooted, healthy, full 1 / 3 Sesleria autumnalis Autumn Moor Grass 1 gal 18" o.c.Well-rooted, healthy, full VARIES TOP SOIL, AMENDED SOIL BLEND PLANTING NOTES: 1.PLANT SPRING-BLOOMING BULBS DURING FALL PLANTING SEASONONLY. COORDINATE PLANTING WITH OTHER WORK OF THIS CONTRACT. 2.SET BULB IN HOLE WITH ROOTSFACING DOWN. BACKFILL WITH PLANTING SOIL AND COVER MULCH (PLANT BED). 3.PLANT BULB AT DEPTH PERGROWER'S RECOMMENDATIONS. BULB, TYP. SEE SCHEDULE FOR ADDITIONAL REQUIREMENTS. 1 NOT TO SCALE BULB PLANTING PERENNIAL PLANTINGS INSTALLEDIN TRIANGULAR PLANTING SCHEME. BULBS TO BE INTER-PLANTED WITH PERENNIALS. GROUP 3-5 BULBS INEACH HOLE, DO NO PLANT ALONG EDGE OF BED. EDGE OF PLANTING BED MULCH, HARDWOOD SHREDDED BARK RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 PLANTING DETAILS CK PA LW KO REFER TO DETAIL L1.2 1.NOTIFY OWNER/ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN SPECIFICATIONS AND DRAWINGS, PRIOR TO THE BID DATE, AND/OR PRIOR TO CONSTRUCTION. 2.LANDSCAPE ARCHITECT AND OWNER TO INSPECT ALL PLANT LOCATIONS AND PLANT BED EDGES PRIOR TO INSTALLATION. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON-SITE. ON-SITE ADJUSTMENTS WILL BE REQUIRED. 3.PLANT COUNTS INDICATED ON DRAWING ARE FOR LANDSCAPE ARCHITECT'S USE ONLY. CONTRACTOR SHALL MAKE OWN PLANT QUANTITY TAKE-OFFS USING DRAWINGS, SPECIFICATIONS, AND PLANTING SCHEDULE REQUIREMENTS (I.E. SPACING) - UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. CONTRACTOR SHALL ACCOUNT FOR ALL SLOPES IN MATERIAL QUANTITY CALCULATIONS. 4.IN CASE OF DISCREPANCIES BETWEEN THE PLANS AND PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 5.DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT AVAILABLE, SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO DETERMINE MATERIAL EQUIVALENCY. 6.THE CONTRACTOR SHALL INSTALL "TOPSOIL, AMENDED" IN ALL PROPOSED PLANT BED AREAS AND ALL DISTURBED AREAS, SEE SOILS PLANS. 7.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND QUANTIFYING THE EXISTENCE OF SUITABLE TOPSOIL - SEE SPECIFICATIONS FOR TOPSOIL TESTING, AMENDING, AND STRIPPING AND STOCKPILING REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE OWNER / ARCHITECT WITH A TOPSOIL TEST ANALYSIS. IF SUITABLE TOPSOIL IS NOT PRESENT ON SITE, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TOPSOIL ACCORDING TO THE PLANS, DETAILS, AND SPECIFICATIONS. TOPSOIL SHALL BE AMENDED TO BECOME "TOPSOIL, AMENDED" AND BE TRANSITIONED INTO SUBGRADE ACCORDING TO LANDSCAPE DETAILS AND SPECIFICATIONS. 8.THE EARTHWORK CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF "TOPSOIL, AMENDED", PRIOR TO THE OWNER / LANDSCAPE ARCHITECT VERIFYING THE EXISTENCE OF SUITABLE TOPSOIL AND FINISH GRADE. THE OWNER / LANDSCAPE CONTRACTOR SHALL VERIFY DEPTH OF PLANTING SOIL PRIOR TO PLANT INSTALLATION. 9.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES AND EXISTING EXTERIOR PLANTS FROM DAMAGE CAUSED BY PLANTING OPERATIONS. RECONDITION AND SOD ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (PRESERVED, RENOVATED AREAS, MULCH, GROUNDCOVER, ETC). 10.PLANTS AND ALL OTHER MATERIALS TO BE STORED ON-SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY THE OWNER. 11.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE/SHE FEELS MAY NOT SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS NOTED. 12.ALL PLANT BEDS TO RECEIVE "TOPSOIL, AMENDED" OVER SUITABLE SUBSOIL DOWN TO DRAINAGE LAYER. SEE SOIL PLAN, DETAILS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 13.PLANT BEDS TO RECEIVE 3" MIN. OF SHREDDED HARDWOOD MULCH (UNLESS OTHERWISE NOTED) - SEE SPECIFICATIONS. THE USE OF COMPOST MIXES IN PERENNIAL, ORNAMENTAL GRASS, AND GROUND COVER BEDS IS ACCEPTABLE UPON WRITTEN APPROVAL BY OWNER/ARCHITECT. 14.ALL TREE PITS TO BE DUG IN ADVANCE OF PLANTING AND EACH TREE PIT TO BE TESTED FOR ADEQUATE DRAINAGE. SEE SPECIFICATIONS FOR INSTRUCTIONS ON HOW TO ADMINISTER THE TEST FOR RATE OF PERCOLATION. PROVIDE DRY WELL IF DETERMINED NECESSARY BY LANDSCAPE ARCHITECT - SEE SPECS. 15.AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUNDCOVER BEDS AT RATES SPECIFIED BY THE MANUFACTURER FOR EACH VARIETY OF PLANT. 16.SEE PLANTING SCHEDULE & LANDSCAPE DETAILS FOR FURTHER REQUIREMENTS. 17.REFER TO EROSION CONTROL PLANS, DETAILS, AND SPECS FOR ADDITIONAL REQUIREMENTS. 18.REFER TO CIVIL & DRAINAGE PLANS FOR ALL UNDERGROUND PIPE LOCATIONS. LANDSCAPE NOTES REVISION ADDENDUM 1 - 04.09.20181 1 G4th StreetSun King DistilleryProject Limit LineProject Limit LineProject Limit Line Project Limit Line Project Limit LineProject Limit LineA F F F 1" 1 5.49 1" 2 - 1" 3 4.28 1" 4 4.82 1" 5 12.3 1" 6 21.7 1" 7 16.6 POC 1 POC 2"2 "2 "2 "2 "4 "4"4 "2 "2 "2 "2 "2 "2 "2"2 S S "2 "2 "2 "2"2 SYMBOL MANUFACTURER/MODEL RAIN BIRD RD-12-P30-F SQ SERIES RAIN BIRD RD-12-P30-F 15 STRIP SERIES RAIN BIRD RD-12-P30-F 5 SERIES MPR RAIN BIRD RD-12-P30-F 8 SERIES MPR RAIN BIRD RD-12-P30-F 12 SERIES MPR RAIN BIRD 5004 RAIN BIRD 5004 RAIN BIRD XCZPGA-100-PRF W/ WEATHERMATIC SLDEC1 DECODER PIPE TRANSITION POINT FROM PVC TO DRIPLINE NETAFIM TLSOV DRIP FLUSH VALVE RAIN BIRD ARV050 DRIP AIR-RELIEF VALVE AREA TO RECEIVE DRIPLINE RAIN BIRD XFCV-06-18 0.6 GPH EMITTERS, 18" EMITTER AND ROW SPACING RAIN BIRD PGA CONTROL VALVE W/ WEATHERMATIC SLDEC1 DECODER MATCO-NORCA 759T08 BRASS BALL VALVE WEATHERMATIC SLGDT LIGHTNING ARRESTOR POINT OF CONNECTION TO 2" MAIN FROM PREVIOUS PROJECT (SOUTH) POINT OF CONNECTION 2" MAIN FROM PREVIOUS PROJECT (NORTH) IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - 2" PIPE SLEEVE: PVC SCHEDULE 40 F A S POC 1 POC 2 VALVE NUMBER VALVE FLOW VALVE SIZE VALVE CALLOUT # ##" IRRIGATION SCHEDULE WATER SOURCE INFORMATION: Point of Connection:Existing 2" mainline PRESSURE AVAILABLE Pressure at POC:52.00 psi DESIGN ANALYSIS Maximum Station Flow:22.68 gpm Critical Station:5 Design Pressure:45.00 psi Friction Loss in Lateral Pipe:0.78 psi Fittings Loss in Lateral Pipe:0.08 psi Loss through Control Valve:5.92 psi Pressure Req. at Critical Station:51.78 psi Friction Loss in Main Line:0.12 psi Friction Loss in Main Line Fittings:0.01 psi Critical Station Pressure at POC:51.91 psi Pressure Available:52.00 psi Residual Pressure Available:0.09 psi CRITICAL ANALYSIS JULY JULY JULY ZONE #TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK 1 SHRUB SPRAY 1.75 in/h 1.50 52 285.5 2 SHRUB SPRAY 0.48 in/h 1.50 186 293.9 3 AREA FOR DRIPLINE 0.43 in/h 1.50 211 903.0 4 SHRUB SPRAY 1.91 in/h 1.50 48 274.5 5 TURF ROTOR 0.42 in/h 1.50 213 2,628 6 SHRUB SPRAY 1.79 in/h 1.50 51 1,108 7 SHRUB SPRAY 1.56 in/h 1.50 58 965.1 TOTALS:819 6,458 WATERING SCHEDULE WITH JULY SERVING AS THE 'BASELINE' SETTINGS, ADJUST RUNTIMES IN MONTHS PRIOR AND AFTER ACCORDING TO HISTORIC LOCAL ET VALUES. AS AN EXAMPLE, GLOBAL ADJUSTMENTS MAY RESEMBLE THE FOLLOWING: APRIL 10% OF JULY VALUE MAY 45% OF JULY VALUE JUNE 80% OF JULY VALUE JULY 100% OF JULY VALUE AUG 85% OF JULY VALUE SEPT 45% OF JULY VALUE OCT 10% OF JULY VALUE NORTH SCALE: 1" = 10' 0'5'10'20' IRRIGATION PLAN JD/JZ JD JZ JD 1"=10' IR1.1 SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/ARECOMMENDED FOR APPROVAL DATE DESIGNED: CHECKED: DRAWN: CHECKED: 3/26/18 IRRIGATION DETAILS JD/JZ JD JZ JD N.T.S. IR1.2 SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/ARECOMMENDED FOR APPROVAL DATE DESIGNED: CHECKED: DRAWN: CHECKED: 3/26/18 1 2 3 4 5 BRASS, THREADED BALL VALVE 6 7 4PGA SERIES REMOTE-CONTROL VALVE3RAIN BIRD 1812 POP-UP SPRINKLER1 3" MIN. ON OFF 1" LOW FLOW CONTROL ZONE KIT XCZ-LF-100-PRF5 RAIN BIRD 5004 POP-UP SPRINKLER2 RAIN BIRD ARV050 AIR-RELIEF VALVE ON DRIP TUBING8 A CENTER FEED EXAMPLE LATERAL FLOW PER 100 FT (GPM) F END FEED EXAMPLE GRID PRECIPITATION RATES (IN/HR)MAXIMUM FLOW PER ZONE MAXIMUM LATERAL LENGTH (FEET) DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED "C" SHAPED ODD SHAPED F A F A A F F A A F F A F A F F A TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS F A 9 TRANSITION FROM PVC TO DRIPLINE6 NETAFIM TLSOV DRIPLINE FLUSH VALVE7 IRRIGATION DETAILS JD/JZ JD JZ JD N.T.S. IR1.3 SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/ARECOMMENDED FOR APPROVAL DATE DESIGNED: CHECKED: DRAWN: CHECKED: 3/26/18 SILVA CELL IRRIGATION LAYOUT - PLAN VIEW ADS 3" FLEXDRAIN CORRUGATED PERFORATED HDPE PIPE DRIPLINE (RAIN BIRD XFCV-09-12) STOPS AFTER 10'. PERFORATED PIPE CONTINUES BETWEEN EACH TREE VERTICAL SECTION OF ADS 3" FLEXDRAIN CORRUGATED PERFORATED HDPE PIPE AT SEVEN LOCATIONS IN EACH TREE WELL. TRANSITION BETWEEN PVC AND DRIPLINE 1" CL 200 PVC LATERAL LINE IN SAME TRENCH AS MAINLINE 2" MAINLINE RAIN BIRD XFCV-09-12 DRIPLINE 3 SILVA CELL IRRIGATION LAYOUT - BETWEEN TREES DRIPLINE WITHIN ADS 3" FLEXDRAIN CORRUGATED PERFORATED HDPE PIPE JUST BELOW TOP OF SILVA CELL PVC LATERAL LINE PVC MAINLINE 2SILVA CELL IRRIGATION LAYOUT - AT TREE WELL PVC LATERAL LINE PVC MAINLINE EMPTY, VERTICAL SECTION OF ADS 3" FLEXDRAIN CORRUGATED PERFORATED HDPE PIPE AT EACH CORNER OF TREE WELL DRIPLINE WITHIN ADS 3" FLEXDRAIN CORRUGATED PERFORATED HDPE PIPE 1 IRRIGATION DETAILS JD/JZ JD JZ JD N.T.S. IR1.4 SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/ARECOMMENDED FOR APPROVAL DATE DESIGNED: CHECKED: DRAWN: CHECKED: 3/26/18 Two-wire irrigation details: Two-wire notes: NOTES: CONTROLLER AS POSSIBLE COPPER CLAD GROUND ROD. 5/8" DIA. x 8'-0" UL LISTED TOP TO BE 6" BELOW GRADE AND LOCATED AS CLOSE TO (TYPICAL) GROUND ROD 600' (200 m) 2' EXPANSION COIL AT ALL SPLICES SLGDT SURGE ARRESTOR EVERY 600' TYPICAL DECODER SLDEC2 TERMINATE AND GROUND TWO WIRE PATH SLWIRE 14-2 OR 12-2 SLDEC2SLGDT SLCONN 8' COPPER CLAD GROUND ROD CADWELD #8 BARE COPPER WIRE SLGDT 6" VALVE BOX 2-WIRE PATH SLCONN BLUE, FOURTH VALVE GREEN, THIRD VALVE YELLOW, SECOND VALVE ORANGE, FIRST VALVE WHITE, VALVE COMMON WIRE SIZING03 SLGDT SCHEMATIC04 DECODER SCHEMATIC05 SYSTEM REQUIREMENTS01 GREEN RED EARTH GROUND BLACK BLACK RED TWO WIRE PATH SMARTWIRE WIRE PATH LAYOUT02 06 GROUNDING DETAIL GUP'S8''S8' 'S8''S8''S8' 'S8' 'S8' 'S8' 'S8' 'S8' 'S8''S8' 'S8''S8' Refer to detail #2 on sheet E7.2 for bench structure mounted LED linear accent lighting system information Refer to detail #2 on sheet E7.2 for bench structure mounted LED linear accent lighting system information Refer to detail #1 on sheet E7.2 for stage structure mounted LED linear accent lighting system information Refer to detail #2 on sheet E7.2 for bench structure mounted LED linear accent lighting system information 'S8' 'S6''S6' 'S5' 'S5' 'S1' 'S1' 'S4' 'S1' 'S1' "Acorn" fixture installed as part of Phase 1a 'S1' 'S7' Refer to detail #3 on sheet E7.2 for bench structure mounted LED linear accent lighting system information 'S8' 'S7' 'S7' 'S7' 'S7' 'S7' 'S7' Refer to detail #3 on sheet E7.2 for bench structure mounted LED linear accent lighting system information 'S7' 'S7' 'S7' 'S7' 'S7' 'S4' Coordinate with drive installation in this area. If drive is installed prior to this phase of construction, bore under drive and provide conduit sleeving as necessary Connect to existing site lighting circuit. #10 wire, 1"C. Connect to existing pole receptacle circuit. #10 wire, 1"C. PL1-59 #8 wire, 1"C. PL1-57 #10 wire, 1"C. PL1-60 #10 wire, 1"C. (2)1"C. w/pullwire for speaker run to Communications cabinet PL1-62 #6 wire, 1"C. PL1-61 #8 wire, 1"C. Panel "PL1" in Enclosure 2 2 RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- --1436 N/A 2.30.2018 PROF E SSIONAL E N G NIEERSA M U E L L.HUR T INDIAN A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS DERRUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1 REVISION ADDENDUM 1 - 04.09.2018 REVISION ADDENDUM 2 - 04.13.20182 SLH SLH ALB SLH LIGHTING PLAN E1.1 1"=10' UPG1 1 1 1 1 1 1 1 WPWP WP WP WP WP CS CS CS CS 2 2 2 22 2 Panel "PL1" in Enclosure 3 3 3 3 4 4 4 4 PL1-1,3 #10 wire, 1"C. PL1-3 #10 wire, 1"C. PL1-5 #10 wire, 1"C. PL1-7 #10 wire, 1"C. PL1-9,11 #10 wire, 1"C. PL1-11 #10 wire, 1"C. PL1-2 #10 wire, 1"C. via Box "Q1" PL1-4 #10 wire, 1"C. PL1-8 #8 wire, 1"C. via Box "Q3" PL1-6 #8 wire, 1"C. via Box "Q1" PL1-10,12 #8 wire, 1 1/4 "C. via Box "Q1" PL1-12 #8 wire, 1"C. PL1-13 #10 wire, 1"C. 44 PL1-14 #10 wire, 1"C. via Box "Q1" PL1-16 #10 wire, 1"C. via Box "Q1" PL1-18 #10 wire, 1"C. via Box "Q2" PL1-20 #10 wire, 1"C. via Box "Q2" PL1-15 #8 wire, 1"C. via Box "Q1" PL1-17 #8 wire, 1"C. via Box "Q1" PL1-19 #8 wire, 1"C. via Box "Q2" PL1-21 #8 wire, 1"C. via Box "Q2"PL1-23 #8 wire, 1"C. via Box "Q2" PL1-25 #8 wire, 1"C. via Box "Q3" PL1-22 #8 wire, 1"C. via Box "Q1" PL1-24 #8 wire, 1"C. via Box "Q1"PL1-26 #8 wire, 1"C. via Box "Q3" PL1-28 #8 wire, 1"C. via Box "Q3" PL1-27 #6 wire, 1"C. via Box "Q1"PL1-29 #6 wire, 1"C. via Box "Q1" PL1-31 #6 wire, 1"C. via Box "Q3" PL1-33 #6 wire, 1"C. via Box "Q3" PL1-30,32 #6 wire, 1 1/4"C. via Box "Q3" PL1-32 #6 wire, 1"C. Bore under existing concrete drive and provide conduit sleeving as necessary Bore under existing concrete drive and provide conduit sleeving as necessary 5 6 2 7 PL1-34,36 #10 wire, 1"C. 13 Company Switch 14 14 14 Box "Q1"Box "Q2" Box "Q3" PL1-35,37 #10 wire, 1"C. PL1-23 #10 wire, 1"C. via Box "Q2" CT2 box, refer to A/V Plans 15 16 PL1-55 #6 wire, 1"C. via Box "Q1" PL1-44,46,48 #6 wire,1 1/2"C. PL1-42 #6 wire, 1"C. via Box "Q3" PL1-13 #10 wire, 1"C. PL1-13 #10 wire, 1"C. PL1-25 #8 wire, 1"C. PL1-39,41 #10 wire, 1"C. PL1-49,51,53 #6 wire,1 1/2"C. PL1-50,52,54 #6 wire,1 1/2"C. PL1-56 #6 wire,1"C. via Box "Q1" PL1-42 #6 wire, 1"C. Meter 20 19 PL1-38 #4 wire, 1"C. via Box "Q1" Proposed Pad Mounted Transformer 2 2 2NCP0QVGU Quadraplex receptacle, groundbox. Refer to details on sheet SD3.9. Pedestal mount with GFCI duplex receptacle. Refer to details on sheet SD3.9. Pedestal mount charging station with GFCI duplex receptacle and USB ports. Refer to details on sheet SD3.9. Recess flush to inside of bench, install GFCI duplex horizontal and provide a while-in use cover. See detail on sheet SD3.9. Provide and install two (2) 1 1/2" conduits with pullwire and two (2) 2" conduits with pullwire to Panel "PL1" for future use. Cap and seal conduit watertight for future use. Provide and install quazite box inside bench/stage floor. Stage to have access doors for box. Each quazite box to contain four(4)GFCI duplex receptacles, each duplex to be on a dedicated 120 volt, 20 amp circuit. Provide a spare 1" conduit with pullwire to P1 cabinet. Provide and install a 30 minute timer switch for fire pit. Provide in a weatherproof enclosure. Coordinate with fire pit manufacturer prior to installation. Flush ingrade quazite box. Route site branch circuiting through ingrade box for future maintenance. Provide two(2) 1 1/4" spare conduits from box and turn up inside P1 cabinet. Nema 3R 16"x16"x6" junction box for screen wall power. Coordinate exact location with A/V contractor prior to rough-in. Terminate circuit inside CT2 box with a double gang junction box. Provide and install a 120 volt, 30 amp receptacle for lighting feature, lighting feature by City. Install receptacle on backside of canopy colum. Provide and install (2)GFCI duplex receptacles inside of Buloch cabinet. Coordinate with A/V contractor prior to rough-in. Buloch cabinet by A/V contractor. 1 2 3 4 5 6 7 13 14 15 16 19 20 RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- --1436 N/A 2.30.2018 PROF E SSIONAL E N G NIEERSA M U E L L.HUR T INDIAN A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS DERRUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1 REVISION ADDENDUM 1 - 04.09.2018 REVISION ADDENDUM 2 - 04.13.20182 GMH SLH GMH SLH POWER PLAN E2.1 1"=10' 1.4E.7ECommunication Cabinet Provide and install new handhole, per Carmel's specifications. Intercept existing duct bank. 7 8 C 98 7 C 9 8 10 8 A/V Rack Refer to A/V sheets 11 Existing House Panel "L1" 12 12 Provide flush Quazite box with rated traffic drive over EC to repair existing concrete inkind Refer to A/V plans for grounding requirements to antenna at existing light pole, refer to special provisions for existing conditions. 17 18 2NCP0QVGU Access/WIFI, provide a double gang weatherproof junction on colum of canopy structure. Utilize the inside chase of column for vertical conduit. (1)1" conduit with pullwire, provide tracer wire over conduit for future use. Panoramic camera, provide a double gang weatherproof junction on top of canopy structure roof. Utilize the inside chase of columns for vertical conduit. Where conduit cannot be hidden, coordinate exposed conduit routing with REA prior to rough-in. Future access/WIFI, provide a double gang weatherproof junction on screen wall structure. A/V Cabinet contains (3)three duplex receptacles. Circuit to existing house Panel "L1" and connect to available spare 120 volt, 20 amp breakers as required. Each receptacle requires a dedicated circuit. Note, each circuit must be on the same phase. Directional drill 240 linear feet of four (4) 2" liquidtight conduit from IFD room to audiovisual cabinet. Refer to special provisions for As-Built conditions. Future access/WIFI, provide a double gang weatherproof junction on screen wall structure. Provide a 1" conduit to P1 cabinet for future power connection. (2)1" conduit with pullwire, provide tracer wire over conduits for future use. 7 8 9 10 11 12 17 18 RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- --1436 N/A 2.30.2018 PROF E SSIONAL E N G NIEERSA M U E L L.HUR TINDIAN A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS DERRUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com GMH SLH GMH SLH COMMUNICATIONS PLAN E3.1 1"=10' 'S1' pole ELECTRICAL SERVICE POINT SCALE: NONE1 Ground rod clamp Grade #4 CU ground Panel 120/208V., 3Ø, 4W. 400 Amp M.C.B.Meter Contactor Contactor Contactor Digital Time Switch (Typical of 3) 4" Sch 80 Photocell (Typical) Ground rod TotalRec.= 1 Pole = 2 Pole = 3 Pole Legend Light Equip. Total Demand (KW) Heat A/C Other Total Demand Amps = 149± Demand load (KW) Connected load (KW) Feeder Calculated ± OtherLight 4Wire: Remarks 400 120/240 Amps: Phase: Voltage: 3 Heat <Load (KW)> Rec.A/C Equip. Mounting: Location: Other 2CPGN2. 1 Pole 20 AMP U.O.N. 1 Cir. No. Cir. No.A/C <Load (KW)> Equip.Heat Rec. (Behind) Sun King Light Copper Cabinet Bus: Main:400 Amp Main Circuit Breaker Remarks 3.1 53.614.5 .2 2 3 5 7 9 11 13 15 17 19 4 6 8 10 12 14 16 18 20 21 23 25 27 29 22 24 26 28 30 Fed From: Wire Size: Conduit: kAIC: - - - - = GFCI circuit breaker Notes: (GFCI) Enclosure per Carmel City Standards (NEMA 3R). Verify enclosure size prior to ordering. "P" size cabinet without vents. Finish and color to match light poles. Note: Coordinate electrical service with local utility company prior to bid. Include all work in bid not performed by utility company. Contact: Christina Girod ph: 317.896.6726 email: EJTKUVKPCIKTQF"FWMGÄGPGTI[EQO Receptacle Charging Station 10.2 8.0 8.0 6.5 2.1 2.1 31 35 32 34 36 39 38 40 33 37 Stage Receptacle Notes: 1.Notch existing concrete base and install conduit, patch with grout (only required where pole foundation already exists). Otherwise, install conduit before pouring base. 2.All bends are to be sweeping elbows. 3.All conduit shall have locate wire. Conduits for future use See Panel Schedules this sheet for each service point. 36.0 36.0 36.0 (2-Section) (GFCI) Receptacle (GFCI) Receptacle (GFCI) Receptacle (GFCI) Receptacle Receptacle Receptacle Receptacle Receptacle Receptacle Light Pole Receptacle Receptacle / Charging Station Receptacle (GFCI) Receptacle (GFCI) Receptacle (GFCI) Receptacle (GFCI) Receptacle Charging Station Charging Station Charging Station Receptacle Receptacle (GFCI) Receptacle (GFCI) Receptacle (GFCI) Receptacle (GFCI) Receptacle (GFCI) Receptacle (GFCI) Receptacle (GFCI) Receptacle (GFCI) Receptacle Receptacle Receptacle .2 .2 .2 .2 .2 .8 .2 .6 .2 .2 .2 .2 .2 .2 .2 .2 .4 .2 .2 .4 .4 .4 .8 .2 .2 .2 .2 .2 .2 .2 .2 .2 41 42 43 44 45 47 49 51 53 55 57 59 61 46 48 50 52 54 56 58 60 62 63 65 67 69 71 64 66 68 70 72 73 77 74 76 78 81 80 82 75 79 83 84 Company Switch 10028.8 'S5' Bega 88 863-BLK LED / 4000K 120 Post Top Linear LED element with one (1) adjustable LED floodlight. Extruded aluminum post with acrylic diffuser and aluminum reflector (height above grade: +177"). Die-cast aluminum floodlight housing with safety glass. Black finish. Custom pole - refer to detail #2, sheet SD3.10. 'S6' Bega 88 865-BLK LED / 4000K 120 Post Top Linear LED element with two (2) adjustable LED floodlights. Extruded aluminum post with acrylic diffuser and aluminum reflector (height above grade: +177"). Die-cast aluminum floodlight housing with safety glass. Black finish. Custom pole - refer to detail #2, sheet SD3.10. 'S8' Kim LTV82-SS-NF-12LRGBWUV LED / RGB 120 In-Ground RGB LED in-grade luminaire with integral driver (for tree uplighting). Narrow flood. Stainless steel trim ring. Tempered glass lens. Wet location listed. 'L1' KLUS WP-K-1225-RGB (tapelight) with LED / RGB 120 Surface Stage/Bench Structure RGB LED tape lighting system. Dimmable LED driver(s). Wet location listed. Refer to electrical details on sheet E7.2 for lengths. 45-ALU (channel) and 12V magnetic driver(s) 'S1' Spring City ALMWSH-LE070/EVX/L18-40-CR3-PF83-FPP-CU (luminaire) LED / 4000K 120 Post Top Washington Series with the X-Series LED module. Cast aluminum alloy powder coat - river texture gloss black. Type III refractive optics (asymmetric distribution). 15ft tall pole. IWBWSH-18-CB (base) SSH2F-G11-07.50-15.00-TN3.50/3.00-(2)EB-GFWN-CB (shaft) ABNUBA-M1-2S-1.50-28.50-6.25-FFR-CB (arm) 'S7' Bega 33 542-4K-BLK LED / 4000K 120 Surface Shade Structure Column (Top of fixture at +9'-6" A.F.G.) LED wall mounted downlight. Die-cast aluminum housing with clear safety glass lens. Black finish. Wet location listed. Type Manufacturer Model No.Lamp Type Voltage Mounting Description Illustration 5GG0QVG .KIJV(KZVWTG5EJGFWNG %JCPPGN 6CRGNKIJV 5GG0QVGCPF 0QVGU 2KEVWTGUCTGUJQYPCUCXKUWCNCKFQPN[CPFOC[PQVFGRKEVURGEKHKECVVTKDWVGUNKUVGFKPVJKUUEJGFWNG 'OGTIGPE[DCEMWROKPKOWOQHOKPWVGTWPVKOGHQTGOGTIGPE[QRGTCVKQP Ä8FKOOKPIFTKXGT2TQXKFG/CPWHCEVWTGTCRRTQXGFEQORCVKDNGFKOOGTYJGTGCRRNKECDNG TGHGTVQNKIJVKPIRNCPUHQTFKOOGTNQECVKQP=U? 2TQXKFGCNNEQPPGEVKQPUCUTGSWKTGFD[VJG/CPWHCEVWTGT8GTKH[GZCEVSWCPVKVKGUQHCNNU[UVGOEQORQPGPVURTKQTVQQTFGTKPI+PUVCNNCNNU[UVGOEQORQPGPVURGT/CPWHCEVWTGTUTGSWKTGOGPVU %QQTFKPCVGOQWPVKPIYKVJUKVGFGVCKNURTKQTVQTQWIJÄKP %QQTFKPCVGYKVJEGKNKPICPFQTYCNNUVTWEVWTGCPFYKVJCNNOGEJCPKECNRNWODKPIYQTMCPFCUUQEKCVGFCRRWTVGPCPEGU RKRKPIFWEVYQTMGVERTKQTVQTQWIJÄKPCPFCFLWUVCUPGEGUUCT[VQCXQKFKPUVCNNCVKQPEQPHNKEVU %QPVCEV'5.5RGEVTWOHQTEQQTFKPCVKQPQHGZCEVNWOKPCKTGEQPHKIWTCVKQPU FTKXGTUGZVTWUKQPUGPFECRUOQWPVKPIDTCEMGVUGVECPFTGSWKTGOGPVURTKQTVQQTFGTKPI1HHKEG 5GG0QVG 5GG0QVGCPF Stage Receptacle Lighting Feature Spare .2 .2 2.8 Stage Receptacle Stage Receptacle Stage Receptacle Stage Receptacle .2 .2 .2 .2 Movie Screen Power Movie Screen Power Movie Screen Power Movie Screen Power Movie Screen Power Movie Screen Power Movie Screen Power Movie Screen Power Movie Screen Power Movie Screen PowerCT2 Box Power 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 .4 Light Pole Receptacle 'S4' .hess CE230-AR900-2LV-NW-SME (luminaire) LED / 4000K 120 Post Top CITY ELEMENTS Series. Color: Black. Total height: 25ft. Includes the following elements: Top Element with 360 lens for site lighting (3ft), Type III. Two intermediate elements for lateral emitting (1ft/each), optical system: L3.3 LED 40 beam / 4000K. One intermediate element for speaker element (at +6'-0" A.F.G.) with 40% open screen cover. Base element, external flange with anchor bolts, base cover and GFCI Receptacle. CE230-BS300-L3.3-40DEG-4000K (interm. element) CE230-BS300-L3.3-40DEG-4000K (interm. element) 230 BS900/SPKR (speaker element) CR02-AB (base element) Tree Uplighting 'S8'.2 Shade Structure Lighting 'S7'.2 Stage Lighting 'L1' Lighting 'S5' / 'S6' City Elements Lighting 'S4'Lighting 'S1' Stage Structure 'S6' Floodlighting LED 2 80 120 1,5 PL1-60 Plaza Area 'S5' / 'S6' Floodlighting LED 4 160 120 1,6 Stage Structure 'S8' Tree Uplighting LED/RGB 4 36 120 PL1-57 Plaza Area 'S8' Tree Uplighting LED/RGB 12 108 120 Stage Structure 'L1' Accent Lighting LED/RGB 112'-0"448 120 2,4 PL1-58 Bench Structures 'L1' Accent Lighting LED/RGB 286'-0"1144 120 2,4 PL1-64 Shade Structures 'S7' Column Lighting LED 12 108 120 1,2,3 PL1-59 .KIJVKPI&KOOKPI<QPG%QPVTQN5EJGFWNG Zone Location(s) Served Description Load Type Quantity Total Load (Watts)Voltage Notes Circuit No. &KOOKPIU[UVGONKMG0KEQNCWFKG56+%-FKOOKPIU[UVGO8GTKH[GZCEVSWCPVKVKGUQHCNNU[UVGO EQORQPGPVU KPENWFKPITGNC[RCPGN UUGIOGPVOCPCIGT UTQQOEQPVTQNNGT UPGVYQTMDTKFIG U TQWVGT UGPENQUWTG UGVECPFEQQTFKPCVGCNNU[UVGOTGSWKTGOGPVUYKVJ/CPWHCEVWTGTRTKQTVQ TQWIJÄKP2TQXKFGRQYGTHTQOPGCTGUVRCPGNCUPGGFGF Notes: 1.0-10 volt dimming available 2.TRIAC dimming available 3.ELV dimming available 4.MLV dimming available 5.One (1) of the two (2) floodlight modules included with the 'S6' fixture type shall be aimed at the stage. 6.One (1) of the two (2) floodlight modules included with the 'S6' fixture type shall be aimed at the plaza area and the floodlight module included with the 'S5' fixture type shall be aimed at the plaza area. #EEGRVCDNG#NVGTPCVG/CPWHCEVWTGTU ·+.% ·%TGUVTQP ·.WVTQP ·.GXKVQP ·9CVVUVQRRGT Bench Lighting 'L1'1.2 .5 .3 .6 .1 1.0 1.0 Space Space Space Space Space Space Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Co. Switch 120/208V., 3Ø, 4W. 100 Amp M.C.B. 4#500MCM,4"C. To "PL1" 4#1,1#8,1 1/2"C. Switch like: Union Connector Outdoor Company Switch with Series 16 Cam-Lok Receptacle – 100 Amp MCB Cam-Lok cable entry 30 Mount to screen wall Utility Co. Pad Mounted Transformer 4#500MCM,4"C. Pad by EC per Duke's specs 2 2 2 2 ELECTRICAL RISER DIAGRAMS & SCHEDULES SLH SLH GMH/ALB SLH AS NOTED E6.1 RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- --1436 N/A 2.30.2018 PROF E SSIONAL E N G NIEERSA M U E L L.HUR T INDIAN A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS DERRUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1 REVISION ADDENDUM 1 - 04.09.2018 REVISION ADDENDUM 2 - 04.13.20182 KEY TO ELECTRICAL CIRCUIT WIRING SCALE: NONE3 Switch leg or Go-between All conductors #12 AWG Circuit No. designation All conduit 3/4" unless may be in 1/2" size, others as noted. 1. #12 AWG is min. conductor size except as noted. 2. 3/4" conduit is min. Size except as capacity permitting 24 volt control conductors and switchlegs 3. 1/2" is min. Flexsteel, Greenfield and Sealite size. Notes: AL1-1,3,5 otherwise noted otherwise noted Ground conductor(s) (if used) Panel designation Phase conductor(s) Neutral conductor(s) 'NGEVTKECN5[ODQNU.GIGPF Lighting Switches Power Circuiting Notes J Conduit system concealed above ceiling Conduit system under floor Homerun. Conduit system to panel as noted on drawings Junction box Conduit up Conduit down Surface mounted conduit system Disconnect switch Motor connection 120/208V. panel board Pole mounted area lighter WP 1.Switches shall be a maximum +48" A.F.F. to the top of the device unless otherwise noted on plans. 2.Receptacles, telephone outlets, and television outlets shall be a minimum of +18" A.F.F. to the bottom of the device unless otherwise noted on plans. 3.Not all symbols listed above are shown on plans. The symbol legend is used for reference of symbols shown on plans. See specifications for information related to symbols. Ground fault interrupt receptacle (20 Amp rated) Weatherproof, ground fault interrupt receptacle (20 Amp rated) with "While-In-Use" cover 4000 PSI poured concrete base. Hand rub exposed concrete to smooth, uniform finish. Patch any voids on exposed surfaces. 3" clearGround rod 8-#5 vert. bars w/ #3 ties @ 12" O.C. (max.)60"30"Electrical conduit Anchor bolts per Manufacturer. Extend a minimum of 314" above top of sidewalk. Mounting bolt layout per Manufacturer's requirements. Base cover Handhole Pole POLE BASE DETAIL LUMINAIRE, TYPE S2, S3 and S4 SCALE: NONE2 30"Finished grade POLE BASE DETAIL LUMINAIRE, TYPE S1 SCALE: NONE1 Concrete flatwork special finish Expansion joint Silva cell system area SECTION A-A 24" 8-#5 vert. bars w/ #3 ties @ 10" O.C. (max.) 8-#5 vert. bars w/ #3 ties @ 10" O.C. (max.) 112" clear Electrical conduit 60"4000 PSI poured concrete base Anchor bolts per Manufacturer. Extend a minimum of 3" above top of base. Mounting bolt layout per Manufacturer's requirements. Ground rod Handhole A 12 flat flute 11 gauge steel N.T.S. A 7" 2'-4 12" 1 1/2" sch 80 aluminum pipe (1.9" O.D.) Frankenmuth cast aluminum 2 1/2" dia. banner ball finial Cast aluminum scroll work ornamentation welded to flower basket arm assembly 15 amp, tamper and weather resistant GFCI receptacle Tie Spacingat 5" O.C.2 ELECTRICAL DETAILS & SYMBOLS SLH SLH GMH/ALB SLH AS NOTED E7.1 RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- --1436 N/A 2.30.2018 PROF E SSIONAL E N G NIEERSA M U E L L.HUR T INDIAN A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS DERRUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1 REVISION ADDENDUM 1 - 04.09.2018 REVISION ADDENDUM 2 - 04.13.20182 SCALE: NONE2 LINEAR LED ACCENT LIGHTING SYSTEM (AT STAGE STRUCTURE) SCALE: NONE1 'L1' (40'-0") 'L1' (16'-0") 'L1' (40'-0") 'L1' (16'-0") Coordinate installation with stage structure and site details prior to rough-in. LED driver In-ground enclosure Finish grade Section View Stage structure Coordinate installation with bench structures and site details prior to rough-in. LINEAR LED ACCENT LIGHTING SYSTEMS (AT BENCH STRUCTURES) 'L1' (7-0") Coordinate installation with bench structures and site details prior to rough-in. SCALE: NONE3LINEAR LED ACCENT LIGHTING SYSTEMS (AT SHADE STRUCTURE BENCHES) 'L1' (7'-0") 'L1' (7-0") 'L1' (7'-0") 'L1' (7-0") 'L1' (7'-0") TYPICAL OF TWO (2) LOCATIONS - REFER TO PLANS LED driver In-ground enclosure Finish grade Section View Provide and install an exterior rated in-ground enclosure (like 3WC\KVG2)&)). Install LED drivers on sidewall near the top of the enclosure. Typical. 'L1' (12'-0") 'L1' (16'-0") 'L1' (16'-0") 'L1' (8'-0") 'L1' (8'-0") 'L1' (8'-0") 'L1' (8'-0") 'L1' (12'-0") 'L1' (40'-0") 'L1' (8'-0") 'L1' (40'-0") 'L1' (8'-0") Provide and install an exterior rated in-ground enclosure (like 3WC\KVG2)&)). Install LED drivers on sidewall near the top of the enclosure. Typical. LED driver In-ground enclosure Finish grade Section View Bench structure Bench structure Bench structure 'L1' (1'-6") 'L1' (1'-6") 'L1' (1'-6") 'L1' (1'-6") 'L1' (1'-6") 'L1' (1'-6") Provide and install an exterior rated in-ground enclosure (like 3WC\KVG2)&)). Install LED drivers on sidewall near the top of the enclosure. Typical. Coordinate installation with stage structure access hatch location (refer to site details) Coordinate installation with stage structure access hatch location (refer to site details). Typical. Coordinate installation with stage structure access hatch location (refer to site details). Typical. Provide and install an exterior rated in-ground enclosure (like 3WC\KVG2)&)). Install LED drivers on sidewall near the top of the enclosure. Typical. ELECTRICAL RISER DIAGRAMS & SCHEDULES SLH SLH GMH/ALB SLH AS NOTED E7.2 RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- --1436 N/A 2.30.2018 PROF E SSIONAL E N G NIEERSA M U E L L.HUR TINDIAN A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS DERRUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com G1"CW, connect to proposed new main per local water companies rules and regulations. Meter pit Meter pit with RZP.114"G, extend to existing meter bank. New gas meter by local utility co. 114"G below grade 114"G below grade 114"G up to serve fire pit. A.All fittings, piping, fixtures, materials, etc. to meet the current Safe Drinking Water Act with all of its amendments and the Reduction of Lead in Drinking water Act. B.All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. C.All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. D.All plumbing fixtures shall be installed with approved backflow prevention devices. E.Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F.Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. G.All waste, water, vent, gas and condensate lines shown to be connected to their associated fixture/equipment, unless noted otherwise. All equipment and systems shown must be complete and usable upon completion of project. All connections and installations to be per the manufacturer's requirements. )GPGTCN0QVGU RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- --1436 N/A 2.30.2018 PROF E SSIONAL E N G NIEERSA M U E L L.HUR TINDIAN A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS DERRUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com GJR SLH GJR SLH PLUMBING PLAN P1.1 1"=10' G14.40 82.391' RT 65.17 71.000' RT 4th StreetMonon Boulevard (NB) Sun King DistilleryProject Limit LineProject Limit LineProject Limit LineProject Limit Line Project Limit Line Project Limit LineProject Limit LinePHASE 1B Sta. 20+15.57 BEGINNING POINT OF Line "M" 71.000' RT SPEAKER TYPE S1 INSTALLED ON LUMINAIRE TYPE S6 SPEAKER TYPE S3 INSTALLED ON COLUMN ADJACENT TO THE MOVIE SCREENS SPEAKER TYPE S2 INSTALLED ON SHADE STRUCTURE SUPPORT BEAM SPEAKER TYPE S2 INSTALLED ON SHADE STRUCTURE SUPPORT BEAM SPEAKER TYPE S1 INSTALLED ON LUMINAIRE TYPE S6 SPEAKER TYPE S4 INSTALLED IN LANDSCAPE BED CONDUIT TERMINATION BULLOCH BOX IN SIDE OF RAISED PLATFORM - VERIFY LOCATION WITH ARCHITECT AND AVC CONTRACTOR S1 S3 CT3 CT2 AT 1 S3 2 5 S1 6 S4 1 S4 2 S4 3 S4 4 S1 3 S1 4 S2 4 S2 3 VW S2 1 S2 2 WIRELESS ACCESS POINT INSTALLED ON SHADE STRUCTURE SUPPORT BEAM SECURITY CAMERA INSTALLED ON SHADE STRUCTURE SUPPORT BEAM SECURITY CAMERA INSTALLED ON SHADE STRUCTURE SUPPORT BEAM SPEAKER TYPE S4 INSTALLED IN LANDSCAPE BED SPEAKER TYPE S4 INSTALLED IN LANDSCAPE BED SPEAKER TYPE S4 INSTALLED IN LANDSCAPE BED SPEAKER TYPE S3 INSTALLED ON COLUMN ADJACENT TO THE MOVIE SCREENS SPEAKER TYPE S2 INSTALLED ON LUMINAIRE TYPE S4 SPEAKER TYPE S1 INSTALLED ON LUMINAIRE TYPE S5 WIRELESS ACCESS POINT INSTALLED ON SHADE STRUCTURE SUPPORT BEAM 2 GANG BELL BOX BEHIND LED WALL VERIFY LOCATION WITH AVC CONTRACTOR (2) SHURE ANTENNAS - MOUNT AT HIGHEST POINT UNDER STRUCTURE - VERIFY LOCATION WITH AVC CONTRACTOR SPEAKER TYPE S2 INSTALLED ON LUMINAIRE TYPE S4 SPEAKER TYPE S1 INSTALLED ON LUMINAIRE TYPE S5 NORTH SCALE: 1" = 10' 0'5'10'20' AUDIOVISUAL PLAN TB TB TB 1"=10' AV-100 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 03/26/2018 1256 Washington Street Columbus, IN 47201 (800) 742-5036 Main (812) 376-3557 Fax CCS Presenting Better Solutions AROC 140448 Low Voltage AROC 297128 Electrical 2S21S234S31S32VWS42S43S44S13S14S15S16CT31ATNOTE:NO CONDUIT RUN, WITHOUT A PULL BOX, IS TO BE LONGER THAN 100 FEET ANDHAVE NO MORE THAN TWO 90 DEGREE BENDS.PULL BOXES, IF NEEDED, MUST BE ACCESSIBLE. DO NOT PLACE PULLBOXES ABOVEFIXED CEILINGS, HVACS DUCTS OR PIPINGALL CONDUITS MUST HAVE PULL STRINGSALL CONDUITS MUST BE ISOLATED FROM THE EQUIPMENT RACK USING PVC OROTHER MEANS.S2S2120 VAC 20 AMP - CIRCUIT 1120 VAC 20 AMP - CIRCUIT 1120 VAC 20 AMP - CIRCUIT 2120 VAC 20 AMP - CIRCUIT 3NOTE: THESE CIRCUITS MUST BE ONTHE SAME ELECTRICAL PHASEAV EQUIPMENT RACKS41LED WALL POWER REQUIREMENTSCONDUIT RISER120 VAC 20 AMP - CIRCUIT 2120 VAC 20 AMP - CIRCUIT 3120 VAC 20 AMP - CIRCUIT 5120 VAC 20 AMP - CIRCUIT 6120 VAC 20 AMP - CIRCUIT 7120 VAC 20 AMP - CIRCUIT 8120 VAC 20 AMP - CIRCUIT 9120 VAC 20 AMP - CIRCUIT 10120 VAC 20 AMP - CIRCUIT 4NOTE:CONDUIT SHALL RUN FROM EXISTING AV ROOM, UP EXISTIGN CHASE UP TO THEFOURTH FLOOR. CORE DRILL THROUGH FLOOR AS NEEDED TO REACH ROOF OFPARKING GARAGE. ANTENNA TO BE MOUNTED TO EXISTING LIGHT POLE.ANTENNA & MAST SHALL BE GROUNDED PER NATIONAL ELECTRICAL CODEPROVIDE ANTENNA DISCHARGE UNIT PER NEC SECTION 810-20PROVIDE GROUNDING CONDUCTORS PER NEC SECTION 810-21PROVIDE AND MOUNT A LIGHTNING ARRESTOR OR 75 OHM COAXIAL GROUNDINGBLOCK AS CLOSE AS POSSIBLE TO WHERE THE COAXIAL CABLE ENTERS THESTRUCTURE.PROVIDE A WEATHERHEAD FOR THE CONDUIT ENTERING THE BUILDINGOVER THE AIR ANTENNAON TOP OF PARKING GARAGECABLE LISTAV RACK POWER REQUIREMENTS120 VAC GFCI 20 AMP CIRCUIT 11 INSIDE BOXCTVS23S24S13S14S15S16S21S22S31S32S41S42S43S44CT1CT2CT3ATVWBOX SCHEDULECTVPOWER FOR LED WALLLOCATED BEHIND WALLCONDUIT TERMINATION BEHIND VIDEO WALLBOX SIZE AND LOCATION TBDCONDUIT TERMINATION AT AV RACK ROOMIN PARKING GARAGEISOLATE CONDUIT FROM THE EQUIPMENT RACKCABLE KEYCONDUIT RISER / BOX SCHEDULE / CABLE LIST / POWERCONDUIT TERMINATION INSTAGE BULLOCH BOXP1P2120 VAC GFCI 20 AMP - CIRCUIT 1120 VAC GFCI 20 AMP - CIRCUIT 2POWER FROM COMPANY SWITCH RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMIDTOWN PLAZA----RUNDELL ERNSTBERGER ASSOCIATESLandscape Architecture + Urban Design + Civil Engineering618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A03/26/2018SITE LAYOUT DETAILSTB TBTBREFER TO DETAILAV1.21256 Washington StreetColumbus, IN 47201(800) 742-5036 Main(812) 376-3557 FaxCCSPresenting Better SolutionsAROC 140448 Low VoltageAROC 297128 Electrical 12345678910111213141516171819202122232425262728293031323334351234567891011121314151617181920212223242526272829303132333435(2)WIRELESS MIC RECEIVERSVIDEO WALL PROCESSOR AND CONTROLLERANTENNA COMBINER BLURAY DVD PLAYERSIRIUS XM RADIOHDTV TUNERSTREAMING MEDIA PLAYER & DECODER HDMI SWITCHER & SCALER POWER AMPLIFIER - TYPE 1 POWER AMPLIFIER - TYPE 2 POWER AMPLIFIER - TYPE 2HDMI MONITOR7' TOUCH PANELCONTROLLERPOE NETWORK SWITCHPOWER STRIPPOWER SEQUENCERPOWER CIRCUIT 2POWER CIRCUIT 3POWER CIRCUIT 3THERMOSTATICALLY CONTROLLEDBLOWER FANPOWER STRIPPOWER CIRCUIT 1 - ALWAYS ONDIGITAL SIGNAL PROCESSORPOWER CIRCUIT 1 - SWITCHEDPOWER CIRCUIT 1 - SWITCHEDPOWER CIRCUIT 1 - ALWAYS ONPOWER CIRCUIT 1 - SWITCHEDPOWER CIRCUIT 1 - SWITCHEDPOWER CIRCUIT 1 - SWITCHEDPOWER CIRCUIT 1 - SWITCHEDPOWER CIRCUIT 1 - SWITCHEDPOWER CIRCUIT 1 - ALWAYS ONPOWER CIRCUIT 1 - ALWAYS ONPOWER CIRCUIT 1 - SWITCHEDPOWER CIRCUIT 1 - SWITCHEDBRUSH GROMMET PANELWALL MOUNTEDEQUIPMENT RACKCONTROL PROCESSOR ON DIN RAIL IN REAR OFRACK - POWER CIRCUIT 1 - ALWAYS ON120V 20 AMP DUPLEXRLM-20ACIRCUIT 1120V 20 AMP DUPLEXCIRCUIT 2120V 20 AMP DUPLEXCIRCUIT 3 POWER AMPLIFIER - TYPE 2 POWER AMPLIFIER - TYPE 2 POWER AMPLIFIER - TYPE 1MIDDLE ATLANTIC PD-920RCONTROL PROCESSORMANAGED NETWORK SWITCHPOWER SEQUENCERSTREAMING MEDIA PLAYERMIDDLE ATLANTIC PD-920RDIGITAL SIGNAL PROCESSORHDTV TUNERWIRELESS MICROPHONE DISTRIBUTIONBLURAY PLAYERSIRIUS XM RADIOHDMI SWITCHERVIDEO WALL PROCESSOR AND CONTROLLERHDMI MONITORMIDDLE ATLANTIC USC-6R12 VDC+-12 VDC +-12 VDC+-12 VDC+-12 VDC +-12 VDC+-COMMON UPDOWN FROM CONTROL SYSTEMPOWER CONTROLPOWER ALWAYS ONPOWER CONTROLLEDPOWER CONTROLLEDPOWER CONTROLLEDPOWER CONTROLLED1234512345BULLOCH BOXSHELF FOR WIRELESS MIC TRANSMITTERSCWP 01RU-FLATNEUTRIKNEU-NC3FD-L-B-1NEU-NC3FD-L-B-1NEUTRIK NEU-NC3MD-L-B-1NEU-NC3MD-L-B-1NEUTRIKNEU-NC3FD-L-B-1NEU-NC3FD-L-B-1NEUTRIK NEU-NC3FD-L-B-1NEU-NC3FD-L-B-1 AUDIO I/O PLATENEUTRIKNEU-NC3FD-L-B-1NEU-NC3FD-L-B-1NEUTRIKNEU-NC3MD-L-B-1NEU-NC3MD-L-B-1NEUTRIKNEU-NC3FD-L-B-1NEU-NC3FD-L-B-1NEUTRIKNEU-NC3FD-L-B-1NEU-NC3FD-L-B-1AUDIO I/O PLATE(ENLARGED VIEW)DESIGNED BYCCS PRESENTATION SYSTEMS1256 WASHINGTON STREETCOLUMBUS, INDIANA 47201(800)742-5036INTEGRATED BYCOMPANY NAMECOMPANY ADDRESSCITY, STATE ZIP CODESERVICE PHONE NUMBERLOGO PLATE(ENLARGED VIEW)DESIGNED BYCCS PRESENTATION SYSTEMS1256 WASHINGTON STREETCOLUMBUS, INDIANA 47201(800)742-5036INTEGRATED BYCOMPANY NAMECOMPANY ADDRESSCITY, STATE Z IP CODESERVICE PHONE NUMBERHAMMOND RACKMOUNT POWER STRIPQTY - 2 RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMIDTOWN PLAZA----RUNDELL ERNSTBERGER ASSOCIATESLandscape Architecture + Urban Design + Civil Engineering618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A03/26/2018SITE LAYOUT DETAILSTBTBTB REFER TO DETAILAV1.31256 Washington StreetColumbus, IN 47201(800) 742-5036 Main(812) 376-3557 FaxCCSPresenting Better SolutionsAROC 140448 Low VoltageAROC 297128 Electrical AV EQUIPMENT RACKBLURAY PLAYERRS-232HDMIHDTV TUNERRS-232HDMIRF INPUT OVER THE AIR ANTENNAON TOP OF PARKING GARAGESTREAMING MEDIA PLAYERRS-232HDMILANDIGITAL SIGNAGE PLAYERRS-232HDMILANSIRIUS XM RADIOIRAUDIO OUTPUTLANHDMIHDMIHDMIHDMISWITCHER/SCALERHDMIHDMILOCAL MONITORHDMIRS-232HDMILED WALL CONTROLLER AND PROCESSORHDBASETHDBASETHDBASETHDBASETHDBASETHDBASETHDBASETHDBASETRS-232LANWIRELESS MIC 1ANTENNA BAUDIO OUTPUTANTENNA AWIRELESS MIC 2AUDIO OUTPUTAUDIO IN 1AUDIO IN 6DIGITAL SIGNAL PROCESSORAUDIO OUT 1AUDIO OUT LAUDIO OUT RAUDIO IN 2AUDIO IN 3AUDIO IN 4AUDIO IN 5AUDIO OUTPUTANTENNA BANTENNA AANTENNA AANTENNA AANTENNA BANTENNA BANTENNA AANTENNA BCOMBINERANTENNACH 1 AUDIO IN CH 1 AUDIO OUTCH 1 AUDIO OUTCH 2 AUDIO IN AMPLIFIER TYPE 1AUDIO OUT 2AUDIO OUT 3AUDIO OUT 4AUDIO OUT 5AUDIO OUT 6AUDIO OUT 7AUDIO OUT 8LANAUDIO IN 7AUDIO IN 8AUDIO IN 9ANTENNA AANTENNA BLEFT SPEAKERRIGHT SPEAKERCT 2AMPLIFIER TYPE 2LANAUDIO IN 1AUDIO IN 2AUDIO IN 3AUDIO IN 4AUDIO OUT 1AUDIO OUT 2AUDIO OUT 3AUDIO OUT 4S42S43S44S41S13S14S15S162S21S2S23S24S32S32LPLPLPLPLPLPLIGHTNINGPROTECTORTYPICAL (8)LPLPLPLPLANAUDIO IN 1AUDIO IN 2AUDIO IN 3AUDIO IN 4AUDIO OUT 1AUDIO OUT 2AUDIO OUT 3AUDIO OUT 4AMPLIFIER TYPE 2LPLPCT3LPLPAUDIO OUT 9AUDIO OUT 10LPLPLPLPAUDIO OUT 11ATVWCT 1CABLE LISTDVDVDVDVSP1SP1SP2SP2SP2SP2SP1SP1SP1SP1MMMMATATHHHHHHSP2SP2SP2SP2SP2SP1SP1LANAAAAAAAAAATATATATCONTROL TOUCH PANELAV CONTROL SYSTEMLPLPRG6NETWORK SWITCHMANAGED POELAN 1LAN 6LAN 2LAN 3LAN 4LAN 5LAN 7LAN 8LAN 9NETWORK POECLIENTSNETWORKLAN 14LAN 10LAN 11LAN 12LAN 13LAN 15LAN 16LAN 17AMPLIFIER 1N002AMPLIFIER 2N003AMPLIFIER 3N004DIGITAL SIGNAL PROCESSORN005SWITCHER/SCALERN006STREAMING MEDIA PLAYERN007DIGITAL SIGNAGE PLAYERN008MANAGED SWITCH - PORT 8N008N007N006N005N004N003N002N001MANAGED SWITCH - PORT 6SIRIUS XM RADION009MANAGED SWITCH - PORT 7C003CONTROL PROCESSORC002CONTROL PROCESSORMANAGED SWITCH - PORT 2MANAGED SWITCH - PORT 3C004CONTROL PROCESSORMANAGED SWITCH - PORT 5MANAGED SWITCH - PORT 4MANAGED SWITCH - PORT 9N009N017LANN009MANAGED SWITCH - PORT 9LED WALL CONTROLLERN009CONTROL PROCESSORIR 1LANCOM 1COM 2COM 3AV LANCONTROL PROCESSORC001N009N009HDTV TUNERC001BLURAY PLAYERC002LOCAL MONITOR C003C004RELAY 1POWER SEQUENCERC005SIRIUS XM RADIOPOWER SEQUENCERCONTROLLED POWERLANC005CONTROL PROCESSORAAAAAA#1#2#3AADDDAHHDAADAAAADAAAACTVLED VIDEO WALLP11120 VAC 20 AMP - CIRCUIT 11MODULECONTROLLED POWERMODULECONTROLLED POWERMODULEANTENNA AMPLIFIERSLIGHTNINGPROTECTORHIGH POWERS23S24S13S14S15S16S21S22S31S32S41S42S43S44CT1CT2CT3ATVWBOX SCHEDULECTVCONDUIT TERMINATION ATAV RACK IN PARKING GARAGECONDUIT TERMINATION BEHIND VIDEO WALLBOX SIZE AND LOCATION TO BE DETERMINEDLIGHTING PROTECTORHIGH POWERLIGHTING PROTECTORTYPICAL (8) LOCATIONSCABLE KEYAUDIO/VIDEO/CONTROL ONE LINE DIAGRAM RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMIDTOWN PLAZA----RUNDELL ERNSTBERGER ASSOCIATESLandscape Architecture + Urban Design + Civil Engineering618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A03/26/2018SITE LAYOUT DETAILSTBTBTB REFER TO DETAILAV1.41256 Washington StreetColumbus, IN 47201(800) 742-5036 Main(812) 376-3557 FaxCCSPresenting Better SolutionsAROC 140448 Low VoltageAROC 297128 Electrical G14.40 82.391' RT 65.17 71.000' RT 4th StreetSun King DistilleryProject Limit LineProject Limit LineProject Limit Line Project Limit Line Project Limit LineProject Limit LinePHASE 1B Sta. 20+15.57 BEGINNING POINT OF Line "M" 71.000' RT Monon Boulevard (NB) TYP. TYP. TYP. TYP.TYP. TYP. TYP. P1 P1 P1 P1 P1 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP. TYP.TYP. TYP. T1 C1 U2 T2 C1 C5 U1 C6 T2 C1 C2 T2 C1 U3 U4 U5 T3 C1 U5 L1 L1 L1 L3 L2L4 L2 L4 B1 U1 U2 L3 B1 T2 G1G1 G2 P2 P4 P3 P2 P4 P3 L3 L1 L3 C2 T3 P2 P2 F2 F3 F1 F5 F5 F4 F2 F1 P2 F1 F4F1F3 F2 F5 F5 F4 F4 F2 F4 F4F3 F1 C3 C4 C4C3 F6 F7 F7 F6 UMBRELLA-10' SQUARE, SINGLE CANTILEVER UMBRELLA-10' SQUARE, DUAL CANTILEVER UMBRELLA 8' SQUARE UMBRELLA 9' OCTAGON UMBRELLA 11' OCTAGON BENCH - TYPE 1 TABLE - TYPE 1 32" ROUND TABLE - TYPE 2 24" ROUND TABLE - TYPE 3 30" SQUARE CHAIR - TYPE 1 METAL CHAIR CHAIR - TYPE 2 METAL CHAIR CHAIR - TYPE 3 METAL LOUNGE CHAIR CHAIR - TYPE 4 METAL LOUNGE CHAIR W/ FOOTREST CHAIR - TYPE 5 CHAISE LOUNGE CHAIR - TYPE 6 SPINNING CHAIR TABLE GAME PING - PONG TABLE GAME BILLARDS LITTER - TYPE 1 TRASH, SURFACE MOUNT LITTER - TYPE 2 TRASH, FREE STANDING LITTER - TYPE 3 RECYCLE, SURFACE MOUNT LITTER - TYPE 4 RECYCLE, FREE-STANDING LOUNGE FURNITURE - TYPE 1 LEFT HAND SECTIONAL LOUNGE FURNITURE - TYPE 2 RIGHT HAND SECTIONAL LOUNGE FURNITURE - TYPE 3 CORNER SEAT LOUNGE FURNITURE - TYPE 4 SECTIONAL, SINGLE SEAT LOUNGE FURNITURE - TYPE 5 SECTIONAL, DOUBLE SEAT LOUNGE FURNITURE - TYPE 6 LOW TABLE LOUNGE FURNITURE - TYPE 7 SQUARE TABLE DECORATIVE PILLOW LOCATION TBD IN FIELD PLANTER - TYPE 1 PLANTER - TYPE 2 PLANTER - TYPE 3 PLANTER - TYPE 4 ITEM QTY. 2 2 4 5 5 6 7 17 8 40 16 8 8 8 3 2 1 4 2 4 2 5 4 3 6 4 2 2 20 5 14 4 4 T2 C1 C3 C4 C5 G1 G2 U1 U2 U3 U4 U5 B1 T1 C2 L1 L3 L4 L2 T3 C6 F1 F2 F3 F4 F5 P1F6 P1 P2 P3 P4 F7 F8 NORTH SCALE: 1" = 10' 0'5'10'20' FURNITURE, FIXTURES AND EQUIPMENT PLAN PA CK AR KO 1"=10' FFE1.1 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MIDTOWN PLAZA -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A CHECK SET 03/26/2018