embree asset group inc. - dublin,...
TRANSCRIPT
WEST DUBLIN GRANVILLE ROAD
DU
BLIN
CEN
TER
DR
IVE
BANKER DRIVE
SITE
STONERIDGE LANE
CITY OF DUBLIN, FRANKLIN COUNTY, OHIODEVELOPMENT / SITE PLAN
FOR
NEIGHBORHOOD HOSPITAL2017
SHEET INDEX
As Noted
CO
VE
R
20170710
DATE
RE
VIS
ION
SD
AT
ED
ESC
RIP
TIO
NM
AR
K
SCALE
JOB NO.
SHEET
December 28, 2017
/09
CIT
Y O
F D
UB
LIN
, FR
AN
KL
IN C
OU
NT
Y, O
HIO
DE
VE
LO
PME
NT
/ SI
TE
PL
AN
FOR
NE
IGH
BO
RH
OO
D H
OSP
ITA
L
PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
DECEMBER 28, 2017
Embr
ee A
sset
Gro
up In
c.47
47 W
illam
s D
rive
Geo
rget
own,
TX
786
33(5
12)8
19-4
700
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\\CMHDATA01\Project01\20170710\Dwg\04Sheets\Basic Plan\20170710- Cover Sheet.dwg Last Saved By: support, 12/4/2017 3:48 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM Last Saved By: support, 12/4/2017 3:48 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM support, 12/4/2017 3:48 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM , 12/4/2017 3:48 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM 12/4/2017 3:48 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM Maxwell, Justin, 12/28/2017 12:05 PM , 12/28/2017 12:05 PM 12/28/2017 12:05 PM (No Xrefs)
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COVER
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PROJECT AREA PLAN
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01
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EXISTING CONDITIONS, DEMOLITION AND TREE SURVEY PLAN
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02
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ILLUSTRATIVE PLAN
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03
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SITE PLAN
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04
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UTILITY PLAN
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05
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GRADING PLAN
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06
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LANDSCAPE PLAN
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07
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PLAZA ENLARGEMENT
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08
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LANDSCAPE DETAILS
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09
TU
LL
ER
RID
GE
DR
IVE
JOHN SHIELDS PARKWAY
HOBBS LANDING WEST
COOPERSTONE DRIV
EH
OB
BS
LA
ND
ING
EA
STTULLER RIDGE DRIVE
TROUTBROOK DRIVE
VILLAGE PARKWAY
EAST BRIDGE STREET
SHA
MR
OC
K B
OU
LE
VA
RD
CO
OPE
RST
ON
E D
RIV
E
WEST DUBLIN GRANVILLE ROAD
DU
BL
IN C
EN
TE
R R
OA
D
SHAMROCK BOULEVARD
SAW
MIL
L R
OA
D
BANKER DRIVE
SITE
STONERIDGE LANE
MARTIN ROAD
RIV
ERSID
E DR
IVE
20170710
DATE
RE
VIS
ION
SD
AT
ED
ESC
RIP
TIO
NM
AR
K
SCALE
JOB NO.
SHEET
December 28, 2017
/09
CIT
Y O
F D
UB
LIN
, FR
AN
KL
IN C
OU
NT
Y, O
HIO
DE
VE
LO
PME
NT
/ SI
TE
PL
AN
FOR
NE
IGH
BO
RH
OO
D H
OSP
ITA
L
PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
DECEMBER 28, 2017
Embr
ee A
sset
Gro
up In
c.47
47 W
illam
s D
rive
Geo
rget
own,
TX
786
33(5
12)8
19-4
700
As Noted
01
PRO
JEC
T A
RE
A P
LA
N
GRAPHIC SCALE0
1 inch = 200 feet
400100 200
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West Dublin-Granville Road District
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Tuller/Greenway District
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Riverside District
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\\CMHDATA01\Project01\20170710\Dwg\04Sheets\Basic Plan\20170710- Project Area.dwg Last Saved By: support, 12/4/2017 3:49 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM Last Saved By: support, 12/4/2017 3:49 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM support, 12/4/2017 3:49 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM , 12/4/2017 3:49 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM 12/4/2017 3:49 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM Last Printed By: Maxwell, Justin, 12/28/2017 12:05 PM Maxwell, Justin, 12/28/2017 12:05 PM , 12/28/2017 12:05 PM 12/28/2017 12:05 PM (No Xrefs)
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Existing
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Potential
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Neighborhood Streets
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District Connector Streets
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Corridor Connector Streets
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Street Families
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Key
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Project Site
W D
UBL
IN G
RA
ND
VIL
LE R
D(S
.R. 1
61)
20170710
DATE
RE
VIS
ION
SD
AT
ED
ESC
RIP
TIO
NM
AR
K
SCALE
JOB NO.
SHEET
December 28, 2017
/09
CIT
Y O
F D
UB
LIN
, FR
AN
KL
IN C
OU
NT
Y, O
HIO
DE
VE
LO
PME
NT
/ SI
TE
PL
AN
FOR
NE
IGH
BO
RH
OO
D H
OSP
ITA
L
PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
DECEMBER 28, 2017
Embr
ee A
sset
Gro
up In
c.47
47 W
illam
s D
rive
Geo
rget
own,
TX
786
33(5
12)8
19-4
700
1" = 20'
02
EX
IST
ING
CO
ND
ITIO
NS,
DE
MO
LIT
ION
AN
DT
RE
E S
UR
VE
Y P
LA
N
EXISTING
GRAPHIC SCALE0
1 inch = 20 feet
4010 20
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T
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TR
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P
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T
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C
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Ex MH Rim=901.51 12" W Inv=895.89 12" S Inv=895.99 8" NE Inv=896.24
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Ex MH Rim=891.09 12" E Inv=887.56 15" S Inv=897.55
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EXISTING MEDIAN
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EXISTING 100' HIGH TENSION POWER LINE EASEMENT
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R/W
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R/W
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R/W
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SHARED ACCESS DRIVE (MILL AND OVERLAY/REMOVE?)
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OHIO HEALTHCARE FEDERAL CREDIT UNION I.N. 200510260225249
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MSCI 2007-IQ16 DUBLIN GRANVILLE ROAD, LLC 4.791 AC. (DEED) I.N. 201610170141246
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RECIPROCAL EASEMENT AGREEMENT O.R. 10227H01 10227H01 O.R. 10227H1610227H16
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5' POWER EASEMENT D.B. 2869, P. 932869, P. 93
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50' RECIPROCAL EASEMENT P.B. 80, P. 180, P. 1
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CURB INLET TO BE ABANDONED
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EXISTING STONE WALL TO BE REMVOED
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\\CMHDATA01\Project01\20170710\Dwg\04Sheets\Private Site Improvment Plan\20170710-PSIP-Existing Conditions.dwg Last Saved By: support, 12/4/2017 3:54 PM Last Printed By: Maxwell, Last Saved By: support, 12/4/2017 3:54 PM Last Printed By: Maxwell, support, 12/4/2017 3:54 PM Last Printed By: Maxwell, , 12/4/2017 3:54 PM Last Printed By: Maxwell, 12/4/2017 3:54 PM Last Printed By: Maxwell, Last Printed By: Maxwell, Maxwell, Justin, 12/28/2017 12:06 PM (No Xrefs), 12/28/2017 12:06 PM (No Xrefs)12/28/2017 12:06 PM (No Xrefs) (No Xrefs)
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Sidewalk/Curb Ramp
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Fence/Handrail
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Curb
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Center Line Swale
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Storm Sewer
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Sanitary Sewer Service
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Communications Service
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Natural Gas Main
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Sanitary Sewer Main
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Water Main
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Overhead Electric
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Tree Row
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All 3 trees to be removed are located in the proposed right of way and not required to be replaced per 153.065(D)(9)(b).
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jmaxwell
Text Box
December 28, 2017
BUILDING±18,223 SF
W D
UB
LIN
GR
AN
VIL
LE
RD
S.R
. 161
(Pri
ncip
al F
ront
age
Stre
et)
PROPOSED NEIGHBORHOOD STREET (PUBLIC)
LEGEND
20170710
DATE
RE
VIS
ION
SD
AT
ED
ESC
RIP
TIO
NM
AR
K
SCALE
JOB NO.
SHEET
December 28, 2017
/09
CIT
Y O
F D
UB
LIN
, FR
AN
KL
IN C
OU
NT
Y, O
HIO
DE
VE
LO
PME
NT
/ SI
TE
PL
AN
FOR
NE
IGH
BO
RH
OO
D H
OSP
ITA
L
PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
DECEMBER 28, 2017
Embr
ee A
sset
Gro
up In
c.47
47 W
illam
s D
rive
Geo
rget
own,
TX
786
33(5
12)8
19-4
700
1" = 20'
04
SIT
E P
LA
N
LEGEND
PARKING AND LOADING SUMMARY
Not to ScalePROPOSED NEIGHBORHOOD STREET SECTION
GRAPHIC SCALE0
1 inch = 20 feet
4010 20
SITE DATA
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3
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7
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4
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5
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10
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15' FRONT SETBACK
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TR
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C
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Ex MH Rim=901.51 12" W Inv=895.89 12" S Inv=895.99 8" NE Inv=896.24
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Ex MH Rim=891.09 12" E Inv=887.56 15" S Inv=897.55
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EXISTING MEDIAN
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EMERGENCY ENTRANCE
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AMBULANCE ENTRANCE
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SERVICE ENTRANCE
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GENERATOR
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TRASH ENCLOSURE
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EXISTING 100' HIGH TENSION POWER LINE EASEMENT
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R/W
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R/W
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R/W
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PROPOSED SAN EASEMENT
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NO PARKING SIGN (TYP. OF 5)
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MONUMENT SIGN
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DIRECTIONAL SIGN
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5'
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DIRECTIONAL SIGN
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ENTRANCE CANOPY
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5
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KEEP RIGHT SIGN
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SLOPED CONCRETE ACCESS RAMP
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INPATIENT ENTRANCE
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STREET ENTRANCE
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VAN
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T
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G
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2 BIKE RACKS
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MASONRY COLUMN (TYP)
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15' CORNER SIDE SETBACK
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15' CORNER SIDE SETBACK
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EX
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8
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0.0156
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SIDEWALK
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9
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6
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4
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5
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7
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~
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0.0156
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3
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1
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2
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P.G.
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0.0156
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8
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9
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SIDEWALK
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GREEN SPACE
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GREEN SPACE
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10
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11
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11
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10
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12
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13
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PROP R/W
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5
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2
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3
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1
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Item 407 - NTSS-1HM Trackless Tack Coat for Intermediate Course (0.06 Gal/Sq. Yd.)
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Item 304 - 6" Aggregate Base
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Item 407 - NTSS-1HM Trackless Tack Coat (0.08 Gal./Sq. Yd.)
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Item 448 - 1.75" Asphalt Concrete Intermediate Course (Medium Traffic) Type 2, PG64-22
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Item 448 - 1.25" Asphalt Concrete Surface Course (Medium Traffic) Type 1, PG64-22
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7
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Item 204 - Subgrade Compaction and Proof Rolling
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6
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8
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9
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Item 605 - 4" Pipe Underdrain w/ #57 Crushed Aggregate
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Item 608 - 4" Concrete Walk
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Item 659 - Topsoil (T=6")
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Item 659 - Seeding & Mulching, As Per Plan
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Item 304 - 4" Aggregate Base
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Item 301 - 3" Asphalt Concrete Base, PG64-22
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4
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10
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11
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12
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Item 609 - 6" Straight 18" Curb (RD-11)
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13
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\\CMHDATA01\Project01\20170710\Dwg\04Sheets\Private Site Improvment Plan\20170710-PSIP-Site Plan.dwg, Last Saved By: jmaxwell, 12/28/2017 11:52 AM Last Printed By: Maxwell, Justin, , Last Saved By: jmaxwell, 12/28/2017 11:52 AM Last Printed By: Maxwell, Justin, jmaxwell, 12/28/2017 11:52 AM Last Printed By: Maxwell, Justin, , 12/28/2017 11:52 AM Last Printed By: Maxwell, Justin, 12/28/2017 11:52 AM Last Printed By: Maxwell, Justin, Last Printed By: Maxwell, Justin, Maxwell, Justin, , 12/28/2017 12:06 PM (No Xrefs) (No Xrefs)
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Asphalt Pavement
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Concrete Pavement
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Concrete Sidewalk
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Sign
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Wheel Block
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Handicap Pavement Symbol
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Bollard
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Detectable Warning Plate
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Heavy Duty Asphalt Pavement
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Curb
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Auto Parking Required (provided based on user requirements): - 6-10 Staff (12 Hour Shifts)= 10 Spaces - 8 Inpatient Rooms= 8 Spaces - 7 Outpatient Exam Rooms= 7 Spaces Typical Total Parking Required 30-35 Spaces (additional included to accommodate staff, visitor/patients and overlap on shift change) Auto Parking Provided: 34 Total 34 Total -Standard (9'x18'): 30 30 -ADA (8'x18'): 2 (8'x18'): 2 2 (5'x18'): 2 2 Bike Parking: -Required: 2 2 -Provided: 2 2 Loading Required: 2 2 Loading Provided: 2 2 -Service Entry 28'x29' (no ht. limit) -Ambulance 35.5'x18.8' (14' ht.)
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Parcel Number: APN:273-009147-00 Parcel Size: 3.530 Acres Existing Zoning: BSC Office Proposed Land Use: Small Hospital Proposed Building Type: Civic Block Lengths: West Dublin Granville Road (338.3') Neighborhood Street (454.54') Open Space: None Required Setbacks: Minimum Front Setback- 15' Minimum Corner Side Setback- 15' Impervious Coverage: 38.7% (Excluding Neighborhood Street)
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Entrance Canopy
BUILDING±18,223 SF
W D
UBL
IN G
RA
ND
VIL
LE R
D(S
.R. 1
61)
PROPOSED
ABBREVIATIONS
20170710
DATE
RE
VIS
ION
SD
AT
ED
ESC
RIP
TIO
NM
AR
K
SCALE
JOB NO.
SHEET
December 28, 2017
/09
CIT
Y O
F D
UB
LIN
, FR
AN
KL
IN C
OU
NT
Y, O
HIO
DE
VE
LO
PME
NT
/ SI
TE
PL
AN
FOR
NE
IGH
BO
RH
OO
D H
OSP
ITA
L
PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
DECEMBER 28, 2017
Embr
ee A
sset
Gro
up In
c.47
47 W
illam
s D
rive
Geo
rget
own,
TX
786
33(5
12)8
19-4
700
1" = 20'
05
UT
ILIT
Y P
LA
N
MATCH LINE - THIS SHEET
MATCH LINE - THIS SHEET
GRAPHIC SCALE0
1 inch = 20 feet
4010 20
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T
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TR
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P
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T
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C
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Ex MH Rim=901.51 12" W Inv=895.89 12" S Inv=895.99 8" NE Inv=896.24
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Ex MH Rim=891.09 12" E Inv=887.56 15" S Inv=897.55
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VAN
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T
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G
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6" FIRE WATER SERVICE
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2" DOMESTIC WATER SERVICE
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COMMUNICATION SERVICE
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GAS SERVICE
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ELECTRIC SERVICE
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TRANSFORMER
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GENERATOR
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UNDERGROUND DETENTION SYSTEM
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6" SANITARY SERVICE
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PROPOSED 20' SANITARY EASEMENT
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INPATIENT ENTARANCE
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AMBULANCE ENTRANCE
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SERVICE ENTRANCE
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12" ROOF DRAIN
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12" ROOF DRAIN
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EXISTING MEDIAN
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EXISTING 100' HIGH TENSION POWER LINE EASEMENT
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R/W
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R/W
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R/W
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EXISTING TRANSMISSION LINES
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RECONSTRUCT MANHOLE TO GRADE WITH OPEN SLOTTED LID.
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FDC
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EMERGENCY ENTRANCE
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STREET ENTRANCE
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PROPOSED 20' SANITARY EASEMENT
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EXISTING 20' SAN EASEMENT O.R. 22257 PG. F 13
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\\CMHDATA01\Project01\20170710\Dwg\04Sheets\Private Site Improvment Plan\20170710-PSIP-Utility Plan.dwg, Last Saved By: jmaxwell, 12/28/2017 11:52 AM Last Printed By: Maxwell, Justin, , Last Saved By: jmaxwell, 12/28/2017 11:52 AM Last Printed By: Maxwell, Justin, jmaxwell, 12/28/2017 11:52 AM Last Printed By: Maxwell, Justin, , 12/28/2017 11:52 AM Last Printed By: Maxwell, Justin, 12/28/2017 11:52 AM Last Printed By: Maxwell, Justin, Last Printed By: Maxwell, Justin, Maxwell, Justin, , 12/28/2017 12:06 PM (No Xrefs) (No Xrefs)
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Storm Sewer
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Water Service
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Sanitary Sewer Service
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Natural Gas Service
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Underground Electric Service
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Site Lighting
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Domestic Water Service
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Fire Water Service
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Underdrain
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Roof Drain
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Communications Service
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Catch Basin
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Manhole
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Cleanout
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Fire Hydrant
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Reducer
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Gas Meter (By Service Provider)rvice Provider))
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Light Pole (Refer to Refer to Site Lighting Plan))
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G
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Curb & Gutter Inlet
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Fire Department Connection
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Transformer
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T
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Headwall w/ Rock Channel Protection
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Valve
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Sanitary Sewer Main
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Water Main
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AB = Abandoned = Abandoned Abandoned FH = Fire Hydrant = Fire Hydrant Fire Hydrant FDC = Fire Department Connection= Fire Department ConnectionFire Department Connection
BLDG
GRAPHIC SCALE0
1 inch = 20 feet
4010 20
LEGEND
ABBREVIATIONS
1" = 20'
06
GR
AD
ING
PL
AN
20170710
DATE
RE
VIS
ION
SD
AT
ED
ESC
RIP
TIO
NM
AR
K
SCALE
JOB NO.
SHEET
December 28, 2017
/09
CIT
Y O
F D
UB
LIN
, FR
AN
KL
IN C
OU
NT
Y, O
HIO
DE
VE
LO
PME
NT
/ SI
TE
PL
AN
FOR
NE
IGH
BO
RH
OO
D H
OSP
ITA
L
PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
DECEMBER 28, 2017
Embr
ee A
sset
Gro
up In
c.47
47 W
illam
s D
rive
Geo
rget
own,
TX
786
33(5
12)8
19-4
700
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T
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TR
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P
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T
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C
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Ex MH Rim=901.51 12" W Inv=895.89 12" S Inv=895.99 8" NE Inv=896.24
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Ex MH Rim=891.09 12" E Inv=887.56 15" S Inv=897.55
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900.90
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901.00
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901.15
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VAN
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T
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G
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GRADE BREAK
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GRADE BREAK
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FFE=902.00
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R/W
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R/W
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R/W
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R/W
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EX OVERHEAD TRANSMISSION WIRES
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100' Easement to C & S.O.E. Co. D.B. 3740, P. 2393740, P. 239
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SANITARY SERVICE
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UNDERGROUND STORM DETENTION STRUCTURE
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GENERATOR
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GRADE BREAK
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GB
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GRADE BREAK
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\\CMHDATA01\Project01\20170710\Dwg\04Sheets\Private Site Improvment Plan\20170710-PSIP-Grading Plan.dwg, Last Saved By: jmaxwell, 12/28/2017 10:43 AM Last Printed By: Maxwell, , Last Saved By: jmaxwell, 12/28/2017 10:43 AM Last Printed By: Maxwell, jmaxwell, 12/28/2017 10:43 AM Last Printed By: Maxwell, , 12/28/2017 10:43 AM Last Printed By: Maxwell, 12/28/2017 10:43 AM Last Printed By: Maxwell, Last Printed By: Maxwell, Maxwell, Justin, 12/28/2017 12:07 PM (No Xrefs), 12/28/2017 12:07 PM (No Xrefs)12/28/2017 12:07 PM (No Xrefs) (No Xrefs)
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Storm Sewer
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Underdrain
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Roof Drain
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(50.00)
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50.00
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Existing Spot Elevation
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Top of Curb
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Limits of Disturbance
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Grade Break
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Center Flow Line of Swale
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Drainage Flow Direction
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Proposed Spot Elevation
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Major Flood Routing (Greater than 100-yr)
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Match Existing
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ME
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Catch Basin
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Curb & Gutter Inlet
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Manhole
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Cleanout
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Headwall w/ Rock Channel Protection
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#
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Structure Number
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GB
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GB = Grade Break = Grade Break Grade Break ME = Match Existing = Match Existing Match Existing TC = Top of Curb= Top of CurbTop of Curb
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50.50
PROPOSEDCIVIC BUILDING
W D
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LIN
GR
AN
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LE
RD
S.R
. 161
(Pri
ncip
al F
ront
age
Stre
et) PROPOSED NEIGHBORHOOD STREET
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4010 20
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07
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20170710
DATE
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SD
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ESC
RIP
TIO
NM
AR
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SCALE
JOB NO.
SHEET
December 28, 2017
/09
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PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
DECEMBER 28, 2017
Embr
ee A
sset
Gro
up In
c.47
47 W
illam
s D
rive
Geo
rget
own,
TX
786
33(5
12)8
19-4
700
LANDSCAPE REQUIREMENTS:
PLANT SCHEDULE
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VAN
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T
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G
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TR
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P
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C
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Ex MH Rim=901.51 12" W Inv=895.89 12" S Inv=895.99 8" NE Inv=896.24
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Ex MH Rim=891.09 12" E Inv=887.56 15" S Inv=897.55
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Ex. Median
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EXISTING 100' HIGH TENSION POWER LINE EASEMENT
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R/W
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CF
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15' Front Setback
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Proposed Underground Stormwater Storage
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Emergency Entrance
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Ambulance
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Service Entry
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Generator
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Trash Enclosure
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Identification Sign (Max. 8' Ht.)
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Ex. Sidewalk
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Ex. Sidewalk
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Canopy
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Sidewalk
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Sidewalk
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Masonry Column, Typ.
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Masonry Column, Typ.
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Masonry Column, Typ.
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Concrete Walk
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Lawn
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Lawn
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Lawn
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Lawn
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Lawn
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Lawn
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Lawn
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Lawn
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Sidewalk
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Existing Trees, Typ
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Existing Trees, Typ
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Existing Curb
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Existing Hedge, Typ
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Existing Hedge, Typ
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Lawn
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Lawn
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Lawn
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Lawn
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Sidewalk
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Sight Triangles, Typ.
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Sight Triangles, Typ.
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Bed Edge, Typ.
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Bed Edge, Typ.
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Bed Edge, Typ.
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Bed Edge, Typ.
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R/W
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Bike Racks
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Backless Bench
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Existing Access
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Existing Access
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Screen Wall to Match Building Material. (Min. Ht. 1' Above)
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Lawn
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Lawn
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Lawn
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Lawn
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Sidewalk
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Inpatient Entrance
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Street Entrance
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No Mow Lawn
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No Mow Lawn
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Bench
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Bench
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Lawn
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Lawn
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(51)
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CK
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TD
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CK
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(10)
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Bed Edge, Typ.
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15' Corner Side Setback
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Bollard, Typ.
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Stair Light, Typ.
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Bollard, Typ.
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\\CMHDATA01\Project01\20170710\Dwg\04Sheets\Private Site Improvment Plan\20170710-PSIP-Landscape Plan.dwg, Last Saved By: jmaxwell, 12/28/2017 12:05 PM Last Printed By: Maxwell, , Last Saved By: jmaxwell, 12/28/2017 12:05 PM Last Printed By: Maxwell, jmaxwell, 12/28/2017 12:05 PM Last Printed By: Maxwell, , 12/28/2017 12:05 PM Last Printed By: Maxwell, 12/28/2017 12:05 PM Last Printed By: Maxwell, Last Printed By: Maxwell, Maxwell, Justin, 12/28/2017 12:07 PM (No Xrefs), 12/28/2017 12:07 PM (No Xrefs)12/28/2017 12:07 PM (No Xrefs) (No Xrefs)
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BCS - Office Zoning, Civic Building Type 153.065(B)(3)(b)1.B: Bike Parking Bicycle Parking: 1/20 Vehicle Spaces Required: 35/20 = 2 Provided: 2 153.065(D)(5)(a)1.: Street Trees Street Trees Required: 1 / 40' Required: ±440' / 40' = 11 TreesProvided: 11 Trees 153.065(D)(5)(a): Street Frontage Screening VUA located between 0-20': Street Wall and 5 Shrubs/ 25' Proposed Neighborhood Street Required: Street Wall; ±325'/25' (5 shrubs)= 65 Shrubs Provided: Solid Hedge and Post Street Wall (closely spaced trees and shrubs with masonry post every 25'); 65 Shrubs, 12 Masonry Posts 12 Masonry Posts VUA located between 20-40': 1 Deciduous Tree / 40' Parking Boundary and 5 Shrubs/ 25' W. Dublin Granville Road- S.R. 161 Required: ±80' / 40' =2 Trees and ±80/ 25' (5shrubs) = 16 Shrubs Provided: 2 Trees; 30 Shrubs 153.065(D)(5)(c): Interior Landscaping Minimum 5% of the interior parking lot area to be landscaped Required: ±27,302 SF / 5% = ±1,365 SFProvided: ±2,446 SFOption A: 1 Medium Deciduous Tree / 12 Parking Spaces. Required: 12 / 34 Spaces = 3 Trees Provided: 4 Trees Foundation Planting: 1 Shrub / 10' Building Facade. Required: ±590' / 10' = 59 ShrubsProvided: 69 Shrubs
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TREES QTY BOTANICAL NAME COMMON NAME SIZE CONDITION QTY BOTANICAL NAME COMMON NAME SIZE CONDITION BOTANICAL NAME COMMON NAME SIZE CONDITION COMMON NAME SIZE CONDITION SIZE CONDITION CONDITION CF 2 Carpinus betulus `Franz Fontaine` Franz Fontaine Hornbeam 2.5" Cal. B&B 2 Carpinus betulus `Franz Fontaine` Franz Fontaine Hornbeam 2.5" Cal. B&B Carpinus betulus `Franz Fontaine` Franz Fontaine Hornbeam 2.5" Cal. B&B Franz Fontaine Hornbeam 2.5" Cal. B&B 2.5" Cal. B&B B&B GS 4 Gleditsia triacanthos `Skyline` Skyline Honey Locust 2.5" Cal. B&B 4 Gleditsia triacanthos `Skyline` Skyline Honey Locust 2.5" Cal. B&B Gleditsia triacanthos `Skyline` Skyline Honey Locust 2.5" Cal. B&B Skyline Honey Locust 2.5" Cal. B&B 2.5" Cal. B&B B&B SI 11 Syringa reticulata `Ivory Silk` Ivory Silk Japanese Tree Lilac 2.5" Cal. B&B 11 Syringa reticulata `Ivory Silk` Ivory Silk Japanese Tree Lilac 2.5" Cal. B&B Syringa reticulata `Ivory Silk` Ivory Silk Japanese Tree Lilac 2.5" Cal. B&B Ivory Silk Japanese Tree Lilac 2.5" Cal. B&B 2.5" Cal. B&B B&B SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE CONDITION QTY BOTANICAL NAME COMMON NAME SIZE CONDITION BOTANICAL NAME COMMON NAME SIZE CONDITION COMMON NAME SIZE CONDITION SIZE CONDITION CONDITION IL 25 Itea virginica `Little Henry` Little Henry Dwarf Sweetspire #3 Cont. 25 Itea virginica `Little Henry` Little Henry Dwarf Sweetspire #3 Cont. Itea virginica `Little Henry` Little Henry Dwarf Sweetspire #3 Cont. Little Henry Dwarf Sweetspire #3 Cont. #3 Cont. Cont. MR 4 Magnolia stellata `Royal Star` Royal Star Magnolia 4` Ht. B&B 4 Magnolia stellata `Royal Star` Royal Star Magnolia 4` Ht. B&B Magnolia stellata `Royal Star` Royal Star Magnolia 4` Ht. B&B Royal Star Magnolia 4` Ht. B&B 4` Ht. B&B B&B SM 21 Syringa patula `Miss Kim` Miss Kim Lilac #3 Cont. 21 Syringa patula `Miss Kim` Miss Kim Lilac #3 Cont. Syringa patula `Miss Kim` Miss Kim Lilac #3 Cont. Miss Kim Lilac #3 Cont. #3 Cont. Cont. TD 83 Taxus x media `Densiformis` Dense Yew 24" Ht. Cont. 83 Taxus x media `Densiformis` Dense Yew 24" Ht. Cont. Taxus x media `Densiformis` Dense Yew 24" Ht. Cont. Dense Yew 24" Ht. Cont. 24" Ht. Cont. Cont. TH 16 Taxus x media `Hicksii` Hicks Yew 5` Ht. B&B 16 Taxus x media `Hicksii` Hicks Yew 5` Ht. B&B Taxus x media `Hicksii` Hicks Yew 5` Ht. B&B Hicks Yew 5` Ht. B&B 5` Ht. B&B B&B TO 46 Thuja occidentalis `Danica` Dwarf Globe Arborvitae 24" Ht. B&B 46 Thuja occidentalis `Danica` Dwarf Globe Arborvitae 24" Ht. B&B Thuja occidentalis `Danica` Dwarf Globe Arborvitae 24" Ht. B&B Dwarf Globe Arborvitae 24" Ht. B&B 24" Ht. B&B B&B WC 32 Weigela florida `Carnaval` Carnaval Weigela #3 Cont. 32 Weigela florida `Carnaval` Carnaval Weigela #3 Cont. Weigela florida `Carnaval` Carnaval Weigela #3 Cont. Carnaval Weigela #3 Cont. #3 Cont. Cont. GRASSES QTY BOTANICAL NAME COMMON NAME SIZE CONDITION QTY BOTANICAL NAME COMMON NAME SIZE CONDITION BOTANICAL NAME COMMON NAME SIZE CONDITION COMMON NAME SIZE CONDITION SIZE CONDITION CONDITION CK 141 Calamagrostis x acutiflora `Karl Foerster` Feather Reed Grass #5 Cont. 141 Calamagrostis x acutiflora `Karl Foerster` Feather Reed Grass #5 Cont. Calamagrostis x acutiflora `Karl Foerster` Feather Reed Grass #5 Cont. Feather Reed Grass #5 Cont. #5 Cont. Cont. PH 224 Pennisetum alopecuroides `Hameln` Hameln Dwarf Fountain Grass #2 Cont. 224 Pennisetum alopecuroides `Hameln` Hameln Dwarf Fountain Grass #2 Cont. Pennisetum alopecuroides `Hameln` Hameln Dwarf Fountain Grass #2 Cont. Hameln Dwarf Fountain Grass #2 Cont. #2 Cont. Cont. SL 57 Schizachyrium scoparium `The Blues` The Blues Little Bluestem #2 Cont. 57 Schizachyrium scoparium `The Blues` The Blues Little Bluestem #2 Cont. Schizachyrium scoparium `The Blues` The Blues Little Bluestem #2 Cont. The Blues Little Bluestem #2 Cont. #2 Cont. Cont. SHRUB AREAS QTY BOTANICAL NAME COMMON NAME SIZE CONDITION SPACING QTY BOTANICAL NAME COMMON NAME SIZE CONDITION SPACING BOTANICAL NAME COMMON NAME SIZE CONDITION SPACING COMMON NAME SIZE CONDITION SPACING SIZE CONDITION SPACING CONDITION SPACING SPACING JB 88 Juniperus conferta `Blue Pacific` Blue Pacific Juniper #3 Cont. 36" o.c. 88 Juniperus conferta `Blue Pacific` Blue Pacific Juniper #3 Cont. 36" o.c. Juniperus conferta `Blue Pacific` Blue Pacific Juniper #3 Cont. 36" o.c. Blue Pacific Juniper #3 Cont. 36" o.c. #3 Cont. 36" o.c. Cont. 36" o.c. 36" o.c. VF 19 Viburnum farreri `Nanum` Dwarf Fragrant Viburnum #5 Cont. 48" o.c. 19 Viburnum farreri `Nanum` Dwarf Fragrant Viburnum #5 Cont. 48" o.c. Viburnum farreri `Nanum` Dwarf Fragrant Viburnum #5 Cont. 48" o.c. Dwarf Fragrant Viburnum #5 Cont. 48" o.c. #5 Cont. 48" o.c. Cont. 48" o.c. 48" o.c. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE CONDITION SPACING QTY BOTANICAL NAME COMMON NAME SIZE CONDITION SPACING BOTANICAL NAME COMMON NAME SIZE CONDITION SPACING COMMON NAME SIZE CONDITION SPACING SIZE CONDITION SPACING CONDITION SPACING SPACING HP 55 Heuchera micrantha `Palace Purple` Palace Purple Coral Bells #2 Cont. 30" o.c. 55 Heuchera micrantha `Palace Purple` Palace Purple Coral Bells #2 Cont. 30" o.c. Heuchera micrantha `Palace Purple` Palace Purple Coral Bells #2 Cont. 30" o.c. Palace Purple Coral Bells #2 Cont. 30" o.c. #2 Cont. 30" o.c. Cont. 30" o.c. 30" o.c. PL 123 Perovskia atriplicifolia `Little Spire` Little Spire Russian Sage #2 Cont. 30" o.c. 123 Perovskia atriplicifolia `Little Spire` Little Spire Russian Sage #2 Cont. 30" o.c. Perovskia atriplicifolia `Little Spire` Little Spire Russian Sage #2 Cont. 30" o.c. Little Spire Russian Sage #2 Cont. 30" o.c. #2 Cont. 30" o.c. Cont. 30" o.c. 30" o.c. SS 125 Salvia x sylvestris `Snow Hill` Snow Hill Meadow Sage #2 Cont. 30" o.c.125 Salvia x sylvestris `Snow Hill` Snow Hill Meadow Sage #2 Cont. 30" o.c.Salvia x sylvestris `Snow Hill` Snow Hill Meadow Sage #2 Cont. 30" o.c.Snow Hill Meadow Sage #2 Cont. 30" o.c.#2 Cont. 30" o.c.Cont. 30" o.c.30" o.c.
W DUBLIN GRANVILLE RDS.R. 161
(Principal Frontage Street)
GRAPHIC SCALE0
1 inch = 10 feet
205 10
As Noted
08
PLA
ZA
EN
LA
RG
EM
EN
T
20170710
DATE
RE
VIS
ION
SD
AT
ED
ESC
RIP
TIO
NM
AR
K
SCALE
JOB NO.
SHEET
December 28, 2017
/09
CIT
Y O
F D
UB
LIN
, FR
AN
KL
IN C
OU
NT
Y, O
HIO
DE
VE
LO
PME
NT
/ SI
TE
PL
AN
FOR
NE
IGH
BO
RH
OO
D H
OSP
ITA
L
PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
DECEMBER 28, 2017
Embr
ee A
sset
Gro
up In
c.47
47 W
illam
s D
rive
Geo
rget
own,
TX
786
33(5
12)8
19-4
700
Grading Plan Enlargement Section B - Entry Plaza
Section A - Entry Plaza
GRAPHIC SCALE0
1 inch = feet
1 2 4
2
GRAPHIC SCALE0
1 inch = feet
1 2 4
2
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Street Entrance
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R/W
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Backless Bench
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Bench
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Ex. Sidewalk
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Brick Retaining Wall
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Handrail
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Building FFE= 902
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Match Existing Grade
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Match Existing Grade
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1.0%
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3:1
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3:1
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Stairs
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Landing
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896.3 BS+
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+898.8 TS
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+901.8 TS
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Cast Stone Cap
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Metal Handrail (See Architectural Plans)
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Cast Stone Cap
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+900.3 TW
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+902.3 TW
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901.9+
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Street Entrance
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13"
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13"
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1.0%
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West Dublin Granville Road S.R. 161161
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+901.8
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Bench (See Architecture Plans)
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Brick Retaining Wall Brickface 2, See Architectural Plans
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Planting Bed Slope (3:1 Max)
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+900.0 TW
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901.9+
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Building Face
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1.0%
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Landscape (See Landscape Plans)
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Bollard Luminaire (See Lighting Plans)
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\\CMHDATA01\Project01\20170710\Dwg\04Sheets\Private Site Improvment Plan\20170710-PSIP-Plaza Enlargement Plan.dwg, Last Saved By: jmaxwell, 12/28/2017 12:01 PM Last Printed By: , Last Saved By: jmaxwell, 12/28/2017 12:01 PM Last Printed By: jmaxwell, 12/28/2017 12:01 PM Last Printed By: , 12/28/2017 12:01 PM Last Printed By: 12/28/2017 12:01 PM Last Printed By: Last Printed By: Maxwell, Justin, 12/28/2017 12:07 PM (No Xrefs), 12/28/2017 12:07 PM (No Xrefs)12/28/2017 12:07 PM (No Xrefs) (No Xrefs)
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Scale: 1" = 10'
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Scale: 1" = 2'
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Scale: 1" = 2'
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A
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B
As Noted
09
LA
ND
SCA
PE D
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S
20170710
DATE
RE
VIS
ION
SD
AT
ED
ESC
RIP
TIO
NM
AR
K
SCALE
JOB NO.
SHEET
December 28, 2017
/09
CIT
Y O
F D
UB
LIN
, FR
AN
KL
IN C
OU
NT
Y, O
HIO
DE
VE
LO
PME
NT
/ SI
TE
PL
AN
FOR
NE
IGH
BO
RH
OO
D H
OSP
ITA
L
PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
DECEMBER 28, 2017
Embr
ee A
sset
Gro
up In
c.47
47 W
illam
s D
rive
Geo
rget
own,
TX
786
33(5
12)8
19-4
700
Rootball Preparation
Rootball Setting
Deciduous Tree Planting
Shrub Planting
Evergreen Tree Planting
Plant Spacing
Planting Area Establishment Perennial & Groundcover Planting
Planting Bed Edge
Gravel Edge at Building
Bike Rack
Bollard
Benches
Bollard Luminaire
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\\CMHDATA01\Project01\20170710\Dwg\04Sheets\Private Site Improvment Plan\20170710-PSIP-Landscape Plan.dwg, Last Saved By: jmaxwell, 12/28/2017 12:05 PM Last Printed By: Maxwell, , Last Saved By: jmaxwell, 12/28/2017 12:05 PM Last Printed By: Maxwell, jmaxwell, 12/28/2017 12:05 PM Last Printed By: Maxwell, , 12/28/2017 12:05 PM Last Printed By: Maxwell, 12/28/2017 12:05 PM Last Printed By: Maxwell, Last Printed By: Maxwell, Maxwell, Justin, 12/28/2017 12:07 PM (No Xrefs), 12/28/2017 12:07 PM (No Xrefs)12/28/2017 12:07 PM (No Xrefs) (No Xrefs)
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12" min.
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Survey tape
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Hose chafing guards
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2 x 2 wood stake
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Drive stakes to 18"
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Below pit
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3" depth mulch
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12" min.
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Flexible Nylon ties
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Well defined edge
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Create clean and
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Remove top 1/3 of burlap. All non-biodegradable material shall be removed.
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Planting mix. Do not allow air pockets to form when backfilling.
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3" depth mulch
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well defined edge
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Create clean and
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set top of rootball 1" above finished grade.
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Seeded lawn
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Sod lawn
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Leave mulch 2" away from trunk
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Do not cut main leader
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Hose chafing guards
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Flexible Nylon ties
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2 x 2 wood stake
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Survey tape
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3" depth mulch
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Create clean and well defined edge
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Drive stake to 18" below pit
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Remove top 1/3 of burlap. All non-biodegradable material shall be removed.
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Planting mix. Do not allow air pockets to form when backfilling.
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No Scale
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No Scale
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Remove top 1/3 of wire basket
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Pull back burlap and remove excess soil to expose root flare.
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Root flare
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set top of rootball 1" above finished grade at top of sod.
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No Scale
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3" depth mulch. Mulch shrubs in beds as continuous hedge. Do not block surface flow of storm water across hedges.
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Planting mix. Do not allow air pockets to form when backfilling.
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Remove top 1/3 of burlap for B&B root balls. All non-biodegradable material shall be totally removed.
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No Scale
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Create clean and well defined edge
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No Scale
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GENERAL NOTES 1. Prior to installation, the landscape contractor shall inspect the general site Prior to installation, the landscape contractor shall inspect the general site conditions and verify the subgrade, elevations, utility locations and topsoil provided by general contractor. The landscape contractor shall notify the general contractor of any unsatisfactory conditions and work shall not proceed until such conditions have been corrected and are acceptable to the landscape contractor. 2. All plants shall meet or exceed standards set in the American Standard for All plants shall meet or exceed standards set in the American Standard for Nursery Stock, ANSI Z60.1, current edition. All plants shall equal or exceed the measurements and sizes specified in the schedule. 3. Substitutions shall only be permitted with notification and written approval from Substitutions shall only be permitted with notification and written approval from the Owner. Substituted material shall be equivalent or greater in size than the specified plant. Substituted plants shall have the same essential characteristics and growth habit of the specified plant. 4. Confirm location of all utilities and subsurface drain lines prior to plant Confirm location of all utilities and subsurface drain lines prior to plant installation. 5. A pre-installation conference shall be conducted prior to planting operations A pre-installation conference shall be conducted prior to planting operations with Owner and Contractor present. 6. Contractor may slightly field adjust plant locations as necessary to avoid Contractor may slightly field adjust plant locations as necessary to avoid utilities. Finished planting beds shall be graded to provide positive drainage. 7. Irrigation system shall be complete and operational prior to landscape planting. Irrigation system shall be complete and operational prior to landscape planting. 8. Contractor shall repair all lawn areas disturbed during construction with seed Contractor shall repair all lawn areas disturbed during construction with seed and warrant a healthy, weed free lawn prior to project acceptance. 9. Seed all areas within contract limits that are not covered by paving, buildings Seed all areas within contract limits that are not covered by paving, buildings or planting beds unless otherwise noted. Seeding shall not begin until area has received topsoil and finished grade. 10. Mulch planting beds with shredded hardwood mulch of uniform dark brown Mulch planting beds with shredded hardwood mulch of uniform dark brown color. It shall be free of twigs, leaves, disease, pest or other material unsightly or injurious to plants. Average applied thickness shall be 3" depth. Mulch hedges in a continuous bed. 11. Planting beds shall be covered with pre-emergent herbicide applied at product Planting beds shall be covered with pre-emergent herbicide applied at product specified rate unless otherwise noted. 12. Bed edge shall be smooth, consistent, hand trenched 4" deep and "V" shaped Bed edge shall be smooth, consistent, hand trenched 4" deep and "V" shaped unless otherwise noted. All excavated material shall be removed from the bed edge and planting bed. 13. All planting bed edges to be smooth flowing arcs or straight lines as shown All planting bed edges to be smooth flowing arcs or straight lines as shown on plan. Plant locations and layout of beds shall be located by Contractor and approved by Landscape Architect prior to planting. 14. Install all plants in accordance with planting details and specifications. Install all plants in accordance with planting details and specifications. 15. Parking lot and street trees shall have a clear canopy height of 6' min. Parking lot and street trees shall have a clear canopy height of 6' min. 16. Trees shall be placed a minimum of 3' from sidewalks and curbs. Trees shall be placed a minimum of 3' from sidewalks and curbs. 17. Planting Mix shall be blended, manufactured soil consisting of three (3) parts Planting Mix shall be blended, manufactured soil consisting of three (3) parts topsoil, one (1) part compost, one (1) part sand. Topsoil shall be per ASTM D5268, ph range of 5.5 to 7, min. 4 percent organic material, free of stones and soil clumps 3/4 inch and larger. Compost shall be yard waste compost from an EPA rated Class IV compost facility or Com-til compost from City of Columbus Department of Public Utilities. Sand shall be per Item ASTM C33. Proprietary manufactured Planting Mix such as Kurtz Bros. Professional Blend or Jones SuperSoil may be used. Submit product data for review by Owner. Place Planting Mix in settled 6 inch lifts. 18. Mix Mycorrhizal Fungi into Planting Mix during placement of Planting Mix. Mix Mycorrhizal Fungi into Planting Mix during placement of Planting Mix. Application rate shall be according to manufacturer's written recommendations. Mycorrhizal Fungi shall be a dry, granular inoculant containing vesicular-arbuscular mycorrhizal fungi and ectomycorrhizal fungi. 19. Excavate planting beds to a depth of 24 inches, unless otherwise indicated. Excavate planting beds to a depth of 24 inches, unless otherwise indicated. Roto-til subgrade of excavation to a depth of 4 inches, unless otherwise indicated. Incorporate a 6 inch lift of planting mix into subrade. Place remaining Planting Mix in settled 6 inch lifts. 20. Planting beds, including mulch, shall be no higher than 6 inches above Planting beds, including mulch, shall be no higher than 6 inches above adjacent grade and shall not impede surface drainage. 21. Lawn areas shall be backfilled with Planting Mix to a minimum settled Lawn areas shall be backfilled with Planting Mix to a minimum settled thickness of 6 inches. Roto-Til subgrade below lawns to a depth of 4 inches, unless otherwise indicated, prior to placement of Planting Mix. 22. All trees and shrubs shall be fertilized with controlled release tablets of All trees and shrubs shall be fertilized with controlled release tablets of 20-10-5 composition. Size and number of tablets shall be per manufacturer's instructions. 23. Composition and application rate of lawn fertilizer shall be sufficient to amend Composition and application rate of lawn fertilizer shall be sufficient to amend soil according to recommendations of a qualified soil testing agency. Submit soil test results and amendment recommendations to Owner. Lawn fertilizer shall be in a dry granular form. 24. Contractor to determine plant list quantities from the plan. Graphic Contractor to determine plant list quantities from the plan. Graphic representation on plan supersedes in case of discrepancy with quantities on schedule. 25. Any item or areas damaged during construction shall be repaired or replaced Any item or areas damaged during construction shall be repaired or replaced to its original condition at the contractor expense. 26. Contractor shall thoroughly water all plants at time of installation and as Contractor shall thoroughly water all plants at time of installation and as needed until project acceptance by owner. Contractor shall guarantee all plants installed (except annuals) for one full year from date of acceptance by the Owner. All plants shall be alive and at a vigorous rate of growth at the end of the guarantee period. 27. Lawn seed mix shall proportioned by weight as follows: 10 percent NuBlue or Lawn seed mix shall proportioned by weight as follows: 10 percent NuBlue or Blue Chip Kentucky Bluegrass; 10 percent Caddieshack or GoalKeeper Perennial Ryegrass; 80 percent Quest, Inferno, Arid 3 and/or Pixie Tall Fescue (select 2). Sodded lawns shall match seeded lawns. Seeding rate shall be 8 to 10 pounds per 1000 square feet. 28. Lawn seed shall not have less than 98 percent purity and not have less than Lawn seed shall not have less than 98 percent purity and not have less than 90 percent germination.
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A= Spacing
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PLANT LOCATION
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60%%D
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60%%D
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SPACING A B C D
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B= Spacing/2
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C= Spacing/1.2
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D= Spacing
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12" 12" 6" 10" 12"
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18" 18" 9" 15" 18"
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24" 24" 12" 20" 24"
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48" 48" 24" 40" 48"
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D
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C
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C
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B
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A
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Edge of walk or plant bed
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15" 15" 7.5" 12.5" 15"
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36" 36" 18" 30" 36"
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No Scale
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No Scale
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No Scale
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3" depth mulch
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24" depth planting mix
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Subgrade. Roto-til top 4" of subgrade.
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3" depth mulch
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24" depth planting mix
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Subgrade. Roto-til top 4" of subgrade.
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Finished grade
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Finished grade
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Shredded Hardwood Mulch
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4" Deep Spade-cut Bed Edge
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Adjacent lawn
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No Scale
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Steel edging
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Top of edging to be maximum of 1/2" (12.7mm) above surface material
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4" depth gravel
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Compacted subgrade
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12" steel stakes to lock into preformed loops on the edging
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Lawn
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Weed barrier fabric
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Building face
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18"
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No Scale
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Capital Bike Rack Forms+Surfaces 800.451.0410 www.forms-surfaces.com
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Bollard Cover R-7305 Reliance Foundry 1.888.735.5680 www.reliance-foundry.com
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Harpo Landscape Forms 1.800.521.2546 www.landscapeforms.com
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69" Aluminum Backed
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69" Aluminum Backless
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BEGA LED System Bollard BEGA (805)684-0533 www.bega-us.com
20170710
DATE
RE
VIS
ION
SD
AT
ED
ESC
RIP
TIO
NM
AR
K
SCALE
JOB NO.
SHEET
December 28, 2017
/1
CIT
Y O
F D
UB
LIN
, FR
AN
KL
IN C
OU
NT
Y, O
HIO
DE
VE
LO
PME
NT
/ SI
TE
PL
AN
FOR
NE
IGH
BO
RH
OO
D H
OSP
ITA
L
PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
DECEMBER 28, 2017
Em
bre
e A
ss
et G
ro
up
In
c.
47
47
W
illa
ms D
rive
Ge
org
eto
wn
, T
X 7
86
33
(5
12
)8
19
-4
70
0
1" = 20'
1
AU
TO
TU
RN
EX
HIB
IT
GRAPHIC SCALE0
1 inch = 20 feet
4010 20
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VAN
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T
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G
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T
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TR
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T
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C
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Ex MH Rim=901.51 12" W Inv=895.89 12" S Inv=895.99 8" NE Inv=896.24
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Ex MH Rim=891.09 12" E Inv=887.56 15" S Inv=897.55
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Washington Twp Dublin Ladder
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Custom
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(c) 2014 Transoft Solutions, Inc. All rights reserved.
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Washington Twp Dublin Ladder
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Custom
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(c) 2014 Transoft Solutions, Inc. All rights reserved.
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Truck (F-150)
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Custom
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(c) 2014 Transoft Solutions, Inc. All rights reserved.
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Truck (F-150)
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Custom
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(c) 2014 Transoft Solutions, Inc. All rights reserved.
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Truck (F-150)
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Custom
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(c) 2014 Transoft Solutions, Inc. All rights reserved.
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Lock to Lock Time
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Track
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Width
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:
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:
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:
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feet
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Washington Twp Dublin Ladder
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6.0
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8.33
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9.50
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22.33
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6.58
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47.00
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Steering Angle
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34.5
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:
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Steering Angle
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Lock to Lock Time
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3.15
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Track
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Width
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Truck (F-150)
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6.0
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:
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:
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36.8
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6.66
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5.63
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feet
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:
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:
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12.08
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19.32
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\\CMHDATA01\Project01\20170710\Dwg\04Sheets\Exhibits\20170710-Auto-Turn-New2.dwg, Last Saved By: jmaxwell, 12/22/2017 4:40 PM Last Printed By: Maxwell, Justin, 12/22/2017 4:44 PM , Last Saved By: jmaxwell, 12/22/2017 4:40 PM Last Printed By: Maxwell, Justin, 12/22/2017 4:44 PM jmaxwell, 12/22/2017 4:40 PM Last Printed By: Maxwell, Justin, 12/22/2017 4:44 PM , 12/22/2017 4:40 PM Last Printed By: Maxwell, Justin, 12/22/2017 4:44 PM 12/22/2017 4:40 PM Last Printed By: Maxwell, Justin, 12/22/2017 4:44 PM Last Printed By: Maxwell, Justin, 12/22/2017 4:44 PM Maxwell, Justin, 12/22/2017 4:44 PM , 12/22/2017 4:44 PM 12/22/2017 4:44 PM 3 Xrefs: 20170710-CS-REFR-N, 20170710-CS-REFR-E, 20170710-XS-REFR-E
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1.3
0.7
1.1
1.6
2.2
2.1
1.8
1.5
1.8
3.0
3.3
2.9
2.3
1.7
1.2
3.6
2.3
1.7
1.3
1.2
1.1
1.0
1.4
1.0
0.8
0.7
0.8
1.1
1.5
1.7
0.5
0.7
1.2
1.6
2.1
2.2
1.8
1.7
1.9
2.7
3.3
2.8
2.6
2.0
1.4
1.1
3.9
2.7
1.8
1.3
1.0
0.9
0.9
1.1
1.6
1.1
0.8
0.7
0.8
0.9
1.2
1.2
0.5
0.7
1.0
1.4
1.7
1.6
1.2
0.9
0.7
0.5
1.6
2.1
2.6
2.0
1.8
1.5
0.9
3.7
3.3
2.6
1.7 1.7 1.0
0.4
0.4
4.4
0.4
1.3
0.8
0.5
4.1
4.6
4.3
3.8
3.7
3.1
2.1
1.4
1.0
0.7
0.5
0.4
2.5
4.5
5.0
5.4
5.5
5.3
4.7
3.9
3.0
2.1
1.6
1.4
1.1
0.9
0.8
3.4
4.9
5.6
5.1
4.7
5.6
5.2
4.5
3.8
3.0
2.6
2.6
2.4
2.0
4.0
5.2
5.5
4.9
4.6
5.3
5.7
5.1
4.5
3.8
3.6
3.8
3.9
3.4
4.3
5.2
5.3
4.5
4.9
5.5
5.6
4.7
4.4
4.3
4.3
4.5
5.1
4.9
4.9
4.5
3.8
4.7
5.6
5.6
5.5
5.5
5.3
4.4
4.2
4.5
4.9
5.3
5.7
5.8
5.9
5.1
4.2
4.7
5.0
5.3
4.8
4.6
4.2
3.9
4.2
5.0
5.9
5.3
5.4
5.8
3.2
3.7
4.3
3.9
3.6
3.5
3.6
4.1
5.1
5.9
5.2
2.3
2.9
2.9
2.6
2.7
3.3
4.3
5.2
5.8
5.6
1.2
1.6
1.7
1.7
2.0
2.7
3.7
4.5
5.3
6.2
1.0
1.1
2.8
3.8
4.7
5.2
5.2
4.5
3.3
2.5
2.2
2.1
2.0
1.8
1.7
2.8
3.5
3.7
4.1
4.9
4.9
4.7
4.2
3.5
3.0
2.9
2.6
2.3
2.2
2.2
2.0
1.7
1.6
3.2
1.7
2.0
2.3
2.7
3.4
3.9
4.0
4.0
3.8
3.5
3.2
2.9
2.7
2.6
2.6
2.6
2.2
2.1
2.1
2.0
4.6
4.4
1.1
1.2
1.4
1.7
2.2
3.0
3.9
5.0
5.1
4.5
3.5
3.1
2.9
2.9
3.0
3.0
2.8
2.7
2.7
2.6
2.4
5.6
3.4
5.1
3.8
3.0
2.8
2.9
3.1
3.4
3.6
3.5
3.2
3.0
2.8
3.0
4.7
6.0
7.1
7.1
2.3
3.1
2.9
2.7
3.3
4.4
5.4
5.4
4.2
3.5
3.1
3.1
3.2
3.3
3.7
3.7
2.5
1.7
2.6
3.7
3.2
3.4
3.6
4.2
5.5
4.8
0.8
1.7
2.4
2.7
3.1
4.3
6.4
0.8
1.1
1.9
2.2
2.6
3.6
3.7
0.3
0.3
8.0
14 20
15
19
20
20
16
19
20
19
17
20
18
13
21
21
21
36
31
37
55
51
39
57
28
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24
59
8
10
13
12 15
13
17
14
13
17
15
19
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20
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25
25
7
16
14
22
13
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6
25
18
11
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5
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17
9
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10
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1
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1
1
1
53
SB
W1
W1
W1
W1
W1
W1
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W1
W1
W1
W1 W1
SC
SC
SC
SA
SA
SA
SD SD SD SD
SD SD SD SD
SD SD SD SD
SD SD SD SD
SD
SD
SD
SD
SB
SFSF
SFSF
SG SG SG SG SG
SHSH
SHSH
SJ SJ SJ SJ SJ
SJ SJ
SD
SG SG SG SG SG SG SG SG
SF
SC
PR
OJE
CT
ECH
OD
UB
LIN
Designer
Date7/18/2017ScaleNot to ScaleDrawing No.
Summary
1 of 1
AMBULANCECANOPY 41 fc 59 fc 24 fc 2.5:1 1.7:1
MAIN CANOPY 18 fc 21 fc 13 fc 1.6:1 1.4:1PARKING LOT 3.6 fc 8.0 fc 0.3 fc 26.7:1 12.0:1PATIO 11 fc 53 fc 1 fc 53.0:1 11.0:1ROADWAY 1.6 fc 4.4 fc 0.4 fc 11.0:1 4.0:1SPILL 0.2 fc 16.9 fc 0.0 fc N/A N/A
Schedule
Symbol Label Quantity Manufacturer Catalog Number Description Lamp NumberLamps Filename Lumens Per Lamp Light Loss Factor Wattage
SA3 LITHONIA LIGHTING DSX1 LED 60C 1000 40K T4M MVOLT
RPA DNAXD - POLE #RTS 20 5-9BDM19AS DNAXD
DSX1 LED with 60 LEDs @ 1000 mA , 4000K ,TYPE 4 MEDIUM OPTICS
LED, 4000K 1 DSX1_LED_60C_1000_40K_T4M_MVOLT.ies
22206 0.95 209
SB2 LITHONIA LIGHTING DSX1 LED 60C 1000 40K T5M MVOLT
RPA DNAXD - POLE #RTS 20 5-9BDM28AS DNAXD
DSX1 LED with 60 LEDs @ 1000 mA , 4000K ,TYPE 5 MEDIUM OPTICS
LED, 4000K 1 DSX1_LED_60C_1000_40K_T5M_MVOLT.ies
23319 0.95 418
SC4 LITHONIA LIGHTING DSX0 LED 20C 530 40K T3M MVOLT
DNAXD POLE #RTS 20 5-9B DM19ASDNAXD
DSX0 LED with 20 LEDs @530 mA, 4000K, Type3 Medium Optics
LED, 4000K 1 DSX0_LED_20C_530_40K_T3M_MVOLT.ies
4447 1.8 35
SD21 GOTHAM LIGHTING EVO 35/20 6AR WD LD MVOLT EZ1 3500K, 2000LM, CRI80, 6IN CLEAR, WIDE DIST,
SPECULARLED, 3500K 1 EVO_35_20_6AR_WD_LS.ies 2131 0.9 23.2
SF5 GOTHAM LIGHTING EVO 35/30 6AR WD LD MVOLT EZ1 3000LM 80 CRI 3500K 6" EVO ROUND
DOWNLIGHT SPECULAR WIDE DISTRIBUTIONLED, 3500K 1 EVO_35_30_6AR_WD_LS.ies 3129 0.9 36.65
SG13 SELUX LIGHTING L125R1 2B35 35 SD TS xx' FINISH UNV
DIMRECESSED LINEAR LED, IP65 WET LOCATION LED, 3500K 1 L125-2B35-40-SD-X-04-XX-
UNV.ies6893 0.9 73.36
SH 4 BEGA LIGHTING 22 384 FINISH INDIRECT STEP LIGHT LED, 3000K 1 22384.IES 480 0.9 11
SJ7 BEGA LIGHTING 99 865 - 99 624 FINISH BOLLARD LED, 3000K 1 99865.ies 1637 0.9 34
W112 VISA LIGHTING OW2400 L35 MVOLT BSIL XPS WALL MOUNT VERTICAL LED, 3500K 1 OW2400-L35K.ies 410 0.9 13
PROPOSEDCIVIC BUILDING
W D
UBL
IN G
RA
NV
ILLE
RD
S.R
. 161
(Pri
ncip
al F
ront
age
Stre
et)
PROPOSED NEIGHBORHOOD STREET
C IQ
RS
1"
1
Drip
1"
2
Drip
1"
3
Drip
1
1
2
"
4
21.7
1
1
2
"
5
23.4
1
1
2
"
6
15.8
1" Drip
7
1"
8
Drip
1
1
2
"
9
21.0
1
1
2
"
10
22.7
1"
11
Drip
1"
12
14.1
1"
13
16.6
1"
14
12.4
1"
15
10.4
1
1
2
"
16
21.6
1" Drip
17
1
1
2
"
18
27.8
C
RS
IQ
IRRIGATION SCHEDULE
GRAPHIC SCALE0
1 inch = 20 feet
4010 20
1" = 20'
01
20170710
RE
VIS
ION
SD
AT
ED
ESC
RIP
TIO
NM
AR
K
SCALE
JOB NO.
SHEET
DATE
December 28, 2017
/02
CIT
Y O
F D
UB
LIN
, FR
AN
KL
IN C
OU
NT
Y, O
HIO
DE
VE
LO
PME
NT
/ SI
TE
PL
AN
FOR
NE
IGH
BO
RH
OO
D H
OSP
ITA
LIRRIG
ATIO
N P
LA
N
PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
NOVEMBER 14, 2017
Em
bree A
sset G
ro
up
In
c.
4747 W
illam
s D
rive
Georgetow
n, T
X 78633
(512)819-4700
Tel: (844) 231-7042
www.wc3design.com
Columbus, OH Louisville, KY Pittsburgh, PA
Irrigation Design & Consulting
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SYMBOL MANUFACTURER/MODEL SYMBOL MANUFACTURER/MODEL MANUFACTURER/MODEL MANUFACTURER/MODEL Rain Bird 1804 15 Strip Series Rain Bird 1804 15 Strip Series Rain Bird 1804 8 Series MPR Rain Bird 1804 8 Series MPR Rain Bird 1804 10 Series MPR Rain Bird 1804 10 Series MPR Rain Bird 1804 12 Series MPR Rain Bird 1804 12 Series MPR Rain Bird 1804 15 Series MPR Rain Bird 1804 15 Series MPR Rain Bird 1804 ADJ Rain Bird 1804 ADJ Rain Bird RVAN18 1804-SAM-P45 Rain Bird RVAN18 1804-SAM-P45 SYMBOL MANUFACTURER/MODEL SYMBOL MANUFACTURER/MODEL MANUFACTURER/MODEL MANUFACTURER/MODEL Rain Bird 5004-PC, FC Rain Bird 5004-PC, FC Rain Bird 5004-PC, FC Rain Bird 5004-PC, FC SYMBOL MANUFACTURER/MODEL SYMBOL MANUFACTURER/MODEL MANUFACTURER/MODEL MANUFACTURER/MODEL Rain Bird XCZPGA-100-PRF Rain Bird XCZPGA-100-PRF Area to Receive Dripline Area to Receive Dripline Rain Bird XFD-06-18 (22) Rain Bird XFD-06-18 (22) SYMBOL MANUFACTURER/MODEL SYMBOL MANUFACTURER/MODEL MANUFACTURER/MODEL MANUFACTURER/MODEL Rain Bird PGA Globe Rain Bird PGA Globe Rain Bird 5-RC Rain Bird 5-RC Nibco TI-8 Nibco TI-8 Rain Bird PEB 2" Rain Bird PEB 2" Zurn 375 1-1/2" Zurn 375 1-1/2" Rain Bird ESP8LXMEF with (02) ESPLXMSM12 Rain Bird ESP8LXMEF with (02) ESPLXMSM12 Rain Bird WR2-RFC Rain Bird WR2-RFC Rain Bird IQ-3G-USA Rain Bird IQ-3G-USA Rain Bird FS-100-P Rain Bird FS-100-P Irrigation Lateral Line: PVC Class 200 SDR 21 Irrigation Lateral Line: PVC Class 200 SDR 21 Irrigation Mainline: PVC Class 200 SDR 21 Irrigation Mainline: PVC Class 200 SDR 21 Pipe Sleeve: PVC Schedule 40 Pipe Sleeve: PVC Schedule 40
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C:\Users\jmuhlbach\Desktop\17-317 Embree Hospital Dublin\2010 20170710-PSIP-Landscape Plan IRR.dwg, Last Saved By: jmuhlbach, 12/26/2017 11:36 AM Last Printed By: Jeff Muhlbach, , Last Saved By: jmuhlbach, 12/26/2017 11:36 AM Last Printed By: Jeff Muhlbach, jmuhlbach, 12/26/2017 11:36 AM Last Printed By: Jeff Muhlbach, , 12/26/2017 11:36 AM Last Printed By: Jeff Muhlbach, 12/26/2017 11:36 AM Last Printed By: Jeff Muhlbach, Last Printed By: Jeff Muhlbach, Jeff Muhlbach, , 12/26/2017 11:44 AM (No Xrefs) (No Xrefs)
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4
RAINBIRD RAIN SENSOR
NTSSECTION
1
RAINBIRD 1804 4" POP UP SPRAY
NTS SECTION
7
RAINBIRD QUICK COUPLER VALVE
NTS SECTION
3
RAINBIRD PGA ELECTRIC VALVE
NTS
SECTION
IRRIGATION NOTESTHESE NOTES ARE PRESENTED AS A “SUMMARY” OF THE WRITTEN SPECIFICATIONS ISSUEDFOR THE PROJECT. REFER TO THE WRITTEN SPECIFICATIONS, IF INCLUDED, FORADDITIONAL DETAIL AND FULL PROJECT REQUIREMENTS.
1. THE IRRIGATION SYSTEM DESIGN IS BASED ON 70 STATIC PRESSURE (PSI) ANDMAXIMUM FLOW OF 30 GALLONS PER MINUTE(GPM). THE IRRIGATIONCONTRACTOR SHALL VERIFY THE PRESSURE AND FLOW PRIOR TO COMMENCEMENTOF CONSTRUCTION. REPORT TO THE OWNER OR OWNER'S REPRESENTATIVE ANYDIFFERENCES BETWEEN THE PRESSURE INDICATED AND THE ACTUAL PRESSUREREADING AT THE POINT OF CONNECTION.
2. THE PIPE ROUTING SHOWN IS DIAGRAMMATIC ONLY. ALL PIPING, VALVES, HEADS,ETC SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. PRESSURELOSS CALCULATIONS ARE BASED ON THE PIPE ROUTING AS SHOWN. SIGNIFICANTDEVIATIONS FROM THE ROUTING SHOWN SHOULD BE AVOIDED.
3. DO NOT WILLINGLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGSWHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, ORDIFFERENCES IN THE DIMENSIONS OF THE CONSTRUCTED AREAS EXIST THAT MIGHTNOT HAVE BEEN CONSIDERED IN THE IRRIGATION DESIGN OR CHANGES HAVEOCCURRED IN THE SITE PLAN. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BEBROUGHT TO THE ATTENTION OF THE IRRIGATION DESIGNER AND THE GENERALCONTRACTOR IMMEDIATELY. SHOULD THE IRRIGATION CONTRACTOR PROCEED WITHTHE INSTALLATION WITHOUT NOTIFYING THE IRRIGATION DESIGNER AND THEGENERAL CONTRACTOR, THE IRRIGATION CONTRACTOR ASSUMES FULLRESPONSIBILITY FOR ANY AND ALL REVISIONS / RECONSTRUCTION NECESSARY.
4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF/ HERSELF WITH THE SITE, ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, ANDINSTALLED UTILITIES. COORDINATE WORK WITH THE OWNER OR GENERALCONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND INSTALLATIONOF PIPE SLEEVES UNDERNEATH PAVEMENT AND THROUGH WALLS.
5. DUE TO THE SCALE OF THE DRAWING, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS,FITTINGS, JOINTS, ETC. WHICH MAY BE REQUIRED. THE IRRIGATION CONTRACTORSHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONSAFFECTING ALL OF HIS/HER WORK AND PLAN HIS/HER WORK ACCORDINGLY,FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS.ALL WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTSBETWEEN IRRIGATION SYSTEM COMPONENTS, LANDSCAPE PLANTING, ANDARCHITECTURAL FEATURES.
6. FLUSH ALL LINES AND HEADS PRIOR TO INSTALLING NOZZLES. ADJUST NOZZLE SPRAYARC AND RADIUS FOR OPTIMUM PERFORMANCE TO PREVENT OVERSPRAY ONTOPAVED SURFACES OR FACE OF BUILDING AS MUCH AS POSSIBLE TO FIT THE SITECONDITIONS. THROTTLE FLOW CONTROL AT EACH VALVE FOR OPTIMUM OPERATINGPRESSURE FOR EACH ZONE.
7. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADE OF THEAREA TO BE IRRIGATED UNLESS OTHERWISE NOTED.
8. WHEN VERTICAL OBSTRUCTIONS (POLES, SIGNS, TREES, HYDRANTS, ETC) INTERFEREWITH THE SPRAY PATTERN OF THE HEADS SO AS TO PREVENT PROPER COVERAGE, THECONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING AQUARTER, THIRD, OR HALF CIRCLE HEAD AT THE SIDES OF THE OBSTRUCTION SO ASTO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NOADDITIONAL COST.
9. USE TEFLON TAPE ON ALL MALE PIPE THREADS ON PVC PIPE, SWING JOINTS, ANDVALVE ASSEMBLIES.
10. INSTALL VALVE BOXES 18-INCHES FROM AND PERPENDICULAR TO WALKS, CURBS,BUILDING, OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH BOXSHALL BE INSTALLED A MINIMUM OF 12-INCHES APART.
11. ALL VALVES SHALL BE PLACED IN VALVE BOXES AS SHOWN IN THE DETAILS AND ALLELECTRICAL CONNECTIONS SHALL BE SEALED WITH WATERPROOF CONNECTORS.
12. 120-VOLT ELECTRICAL POWER AT THE CONTROLLER SHALL BE PROVIDED BY OTHERS.IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINALHOOK-UP FROM THE POWER PROVIDED TO THE CONTROLLER.
13. PROVIDE AS-BUILT DRAWINGS WITHIN 21 DAYS UPON COMPLETION OF THEIRRIGATION INSTALLATION.
14. THERE SHALL BE NO SUBSTITUTIONS OR CHANGES TO THE IRRIGATION DESIGNALLOWED WITHOUT DIRECT, WRITTEN APPROVAL FROM THE IRRIGATIONCONSULTANT OR THE LANDSCAPE ARCHITECT. CONTACT WC3 DESIGN FORINFORMATION.
15. ALL SPRINKLERS, VALVES AND VALVE BOXES SHALL BE PLACED 5' AWAY FROM ANYRADIUS OF CURB AS SHOWN IN DETAILS.
16. IRRIGATION CONTRACTOR SHALL PROVIDE THE FIRST WINTERIZATION BLOW OUT. INADDITION, HE SHALL PROVIDE THE SPRING TURN ON . ALL NECESSARY HEADADJUSTMENTS SHALL BE MADE AT THAT TIME AND REPLACE OR REPAIR ANYWARRANTY ITEMS. THESE ITEMS SHALL BE INCLUDED WITH BID.
17. PROVIDE GROUNDING ALONG CONTROLLER WIRE RUN PER MANUFACTURESINSTALLATION RECOMENDATIONS.
5
RAINBIRD XFD-.6 X 18" DRIP ZONE
NTSSECTION
OFF
ON
2
RAINBIRD 5004 ROTOR
NTS SECTION
6
SLEEVE INSTALLATION
NTS
8
RAINBIRD ESP-LXMEF CONTROLLER
NTS
1" = 20'
02
20170710
RE
VIS
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SD
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ESC
RIP
TIO
NM
AR
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SCALE
JOB NO.
SHEET
DATE
December 28, 2017
/02
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PRELIMINARY..........................
PLAN SET DATE
NOT TO BE USED FORCONSTRUCTION
NOVEMBER 14, 2017
Em
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up
In
c.
4747 W
illam
s D
rive
Georgetow
n, T
X 78633
(512)819-4700
Tel: (844) 231-7042
www.wc3design.com
Columbus, OH Louisville, KY Pittsburgh, PA
Irrigation Design & Consulting
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PAVING (variable depth)
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SOLID CAP (slip)
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(size as indicated on plan)
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SLEEVE
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(no glue)
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18"-BELOW SIDEWALKS
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COMPACTED SUBGRADE
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FINISH GRADE (by others)
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24"-BELOW DRIVEWAYS
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PAVING (variable depth)
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SOLID CAP (slip)
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(size as indicated on plan)
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SLEEVE
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(no glue)
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18"-BELOW SIDEWALKS
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FINISH GRADE OR TOP OF MULCH.
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PLANT MATERIAL (TURF, SHRUB OR GROUND COVER).
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CLEAN COMPACTED BACKFILL.
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VALVE IDENTIFICATION TAG.
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3/4" CRUSHED ROCK.
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NOTES: INSTALL 45 DEGREE ELBOWS TO ACHIEVE CORRECT DEPTH. USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. MAINLINE DEPTH IS 18" COVER OVER "TOP" OF PVC PIPE.
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24V CONTROL WIRE-COILED, 30" IN LINEAR LENGTH.
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WIRE SPLICE WATER PROOF CONNECTOR.
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REMOTE CONTROL VALVE.
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VALVE BOX - 10" ROUND.
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ELBOW 45^-SCH40 PVC, 1 OF 2.
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MALE ADAPTER, SCH40 PVC, 1 OF 2.
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ELBOW 90^, SCH40 PVC.
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TEE/ELBOW, SCH40 PVC.
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MAINLINE, CL200 - SEE PLAN.
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LATERAL LINE - CL 200 PVC.
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CLEAN COMPACTED BACKFILL.
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NOTES: INSTALL 45 DEGREE ELBOWS TO ACHIEVE CORRECT DEPTH. USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. MAINLINE DEPTH IS 18" COVER OVER "TOP" OF PVC PIPE.
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VALVE BOX - 10" ROUND.
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ELBOW 45^-SCH40 PVC, 1 OF 2.
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MAINLINE, CL200 - SEE PLAN.
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LATERAL LINE - CL 200 PVC.
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STANDARD CONNECTION
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1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP ALL SIDES.
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VALVE BOX, 10" RND, RAINBIRD # VB-10RND-H, WITH LOCKING COVER MARKED "QCV".
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QUICK COUPLER KEY, #55-K.
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MAINLINE, CL200 PVC PRESSURE PIPE, SIZE PER PLAN.
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SWING JOINT 1", SIZE PER QUICK COUPLER VALVE INLET. DURA MODEL# 1-A101-11-18.
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USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS.
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QCV RAINBIRD MODEL # 5-RC, KEY# 55-K, HOSE SWIVEL # SH-2
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VALVE BOX, 10" RND, RAINBIRD # VB-10RND-H, WITH LOCKING COVER MARKED "QCV".
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MAINLINE, CL200 PVC PRESSURE PIPE, SIZE PER PLAN.
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CLEAN SOIL, AMENDED/NATIVE FREE OF ROCK AND DEBRIS
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REBAR, 1/2"x30".
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QCV RAINBIRD MODEL # 5-RC, KEY# 55-K, HOSE SWIVEL # SH-2
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PVC EXHAUST HEADER PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) PVC SCH 40 TEE OR EL (TYPICAL) BARB X MALE FITTING: RAIN BIRD XFD-MA FITTING (TYPICAL) PERIMETER OF AREA PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA ON-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFD DRIPLINE POTABLE: XFD DRIPLINE NON-POTABLE: XFDP DRIPLINE NON-POTABLE: XFDP DRIPLINE FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFD FLUSH POINT" PVC SCH 40 RISER PIPE
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2"-4"
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%%UINSET A
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%%UINSET A
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%%USIDE VIEW
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FINISH GRADE RECTANGULAR VALVE BOX WITH COVER: WATERPROOF CONNECTION: RAIN BIRD DB SERIES VALVE ID TAG 30-INCH LINEAR LENGTH OF WIRE, COILED 1" X " REDUCING COUPLING 34" REDUCING COUPLING (INCLUDED IN XCZ-100-PRF KIT) PRESSURE REGULATING FILTER: LATERAL PIPE PVC SCH 40 FEMALE ADAPTOR OR REDUCER REMOTE CONTROL VALVE: PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL) PVC SCH 40 TEE OR ELL PVC MAINLINE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL
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NOTE: MOUNT SENSOR ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY, NO MORE THAN 300' FROM RECEIVER UNIT. MOUNT RECEIVER UNIT NO FURTHER THAN 6' FROM CONTROLLER.
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MODEL WRC2
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WRC RECEIVER
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GUTTER OR WALL MOUNT
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FINISH GRADE.
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PLANT MATERIAL (TURF).
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CLEAN SOIL, AMENDED/NATIVE, FREE OF ROCK AND DEBRIS
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TEE/EL, PVC SCH40 LINE SIZE, SIZE PER SPRINKLER INLET
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PVC LATERAL (NON-PRESSURE PIPE). SIZE PER PLAN.
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SWING PIPE
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NOZZLE: MPR, VAN & ROTARY.
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FINISH GRADE.
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PLANT MATERIAL (TURF).
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CLEAN SOIL, AMENDED/NATIVE, FREE OF ROCK AND DEBRIS
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4" POP-UP SPRAY SPRINKLER BODY, INSTALL IN TURF AREAS. RAINBIRD 1804
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TEE/EL, PVC SCH40 LINE SIZE, SIZE PER SPRINKLER INLET
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PVC LATERAL (NON-PRESSURE PIPE). SIZE PER PLAN.
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SWING PIPE
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INSTALL POPUP SPRAY SPRINKLER 4" FROM PAVED EDGE, BUILDINGS AND FENCE AREAS, AND INSTALL FLUSH TO GRADE, ADJUST COVERAGE TO AVOID OVERSPRAY ONTO PAVED SURFACES, FENCES, BUILDINGS AND PARKING LOTS. USE ONLY TEFLON TAPE OR SEALANT ON ALL THREADED CONNECTIONS.
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NOZZLE: MPR, VAN & ROTARY.
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FINISH GRADE.
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PLANT MATERIAL (TURF).
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CLEAN SOIL, AMENDED/NATIVE, FREE OF ROCK AND DEBRIS
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TEE/EL, PVC SCH40 LINE SIZE, SIZE PER SPRINKLER INLET
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PVC LATERAL (NON-PRESSURE PIPE). SIZE PER PLAN.
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SWING PIPE
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INSTALL POPUP ROTOR SPRINKLER 4" FROM PAVED EDGE, BUILDINGS AND FENCE AREAS, AND INSTALL FLUSH TO GRADE, ADJUST COVERAGE TO AVOID OVERSPRAY ONTO PAVED SURFACES, FENCES, BUILDINGS AND PARKING LOTS. USE ONLY TEFLON TAPE OR SEALANT ON ALL THREADED CONNECTIONS.
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ROTOR POP-UP SPRINKLER: RAINBIRD MODEL # 5004, 4" POP-UP HEIGHT, 3/4" INLET.
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NOTE: IN PLANTERS THAT HAVE A SINGLE ROW OF PLANT MATERIAL A DRIP TUBE SHALL EXTEND ALONG EACH SIDE OF THE PLANT MATERIAL TO PROVIDE 2 DRIP LINES FOR THE ROW OF PLANTS
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WALL
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IRRIGATION CONTROLLER: RAIN BIRD ESP-LXMEF CONTROLLER WITH FLOW SMART MODULE IN PLASTIC CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES MASTER VALVE AND REMOTE CONTROL VALVE WIRES FLOW SENSOR WIRE (PE 39, 89 OR 54) TO FLOW SENSOR
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NOTES: 1. ESP-LXMEF CONTROLLER IS AVAILABLE IN 8- OR 12-STATION BASE MODELS. ADDITIONAL MODULES IN 4-, 8- AND 12-STATION VERSIONS MAY BE ADDED TO BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 3. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 4. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS.
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C:\Users\jmuhlbach\Desktop\17-317 Embree Hospital Dublin\2010 20170710-PSIP-Landscape Plan IRR.dwg, Last Saved By: jmuhlbach, 12/26/2017 11:36 AM Last Printed By: Jeff Muhlbach, , Last Saved By: jmuhlbach, 12/26/2017 11:36 AM Last Printed By: Jeff Muhlbach, jmuhlbach, 12/26/2017 11:36 AM Last Printed By: Jeff Muhlbach, , 12/26/2017 11:36 AM Last Printed By: Jeff Muhlbach, 12/26/2017 11:36 AM Last Printed By: Jeff Muhlbach, Last Printed By: Jeff Muhlbach, Jeff Muhlbach, , 12/26/2017 11:42 AM (No Xrefs) (No Xrefs)
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