City 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
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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
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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
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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
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ASTATE OF
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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
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11017
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02 EF.
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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[DCEMWR OKPKOWOQHOKPWVGTWPVKOGHQTGOGTIGPE[QRGTCVKQP
Ä8FKOOKPIFTKXGT2TQXKFG/CPWHCEVWTGTCRRTQXGFEQORCVKDNGFKOOGTYJGTGCRRNKECDNG
TGHGTVQNKIJVKPIRNCPUHQTFKOOGTNQECVKQP=U?
2TQXKFGCNNEQPPGEVKQPUCUTGSWKTGFD[VJG/CPWHCEVWTGT8GTKH[GZCEVSWCPVKVKGUQHCNNU[UVGOEQORQPGPVURTKQTVQQTFGTKPI+PUVCNNCNNU[UVGOEQORQPGPVURGT/CPWHCEVWTGTUTGSWKTGOGPVU
%QQTFKPCVGOQWPVKPIYKVJUKVGFGVCKNURTKQTVQTQWIJÄKP
%QQTFKPCVGYKVJEGKNKPICPFQTYCNNUVTWEVWTGCPFYKVJCNNOGEJCPKECNRNWODKPIYQTMCPFCUUQEKCVGFCRRWTVGPCPEGU
RKRKPIFWEVYQTMGVE RTKQTVQTQWIJÄKPCPFCFLWUVCUPGEGUUCT[VQCXQKFKPUVCNNCVKQPEQPHNKEVU
%QPVCEV'5.5RGEVTWOHQTEQQTFKPCVKQPQHGZCEVNWOKPCKTGEQPHKIWTCVKQPU
FTKXGTUGZVTWUKQPUGPFECRUOQWPVKPIDTCEMGVUGVE CPFTGSWKTGOGPVURTKQTVQQTFGTKPI1HHKEG
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
U UGIOGPVOCPCIGT
U TQQOEQPVTQNNGT
U PGVYQTMDTKFIG
U
TQWVGT
U GPENQUWTG
U GVE CPFEQQTFKPCVGCNNU[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