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0 0.085 0.170.0425 mi0 0.085 0.170.0425 km
1:4,514
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T
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1067
1067
1067
1067
1067
1068
1068
?
PROPERTY LINE
PR
OP
ER
TY LIN
E
R.O.W.
R.O.W.
R.O.W.
R.O.W.
CP-1
CP-2
CP-3
W E S T F I E L D
R O A D
V-101
EXIS
TIN
G SIT
E P
LA
N
30’ 0 60’
22" x 34" - 1" = 30’
11" x 17" - 1" = 60’SCALE:
30’
NORTH
E
P
E
P
L
SS
ST
E
G
W
OHE
MH
H
EX. STORM SEWER
EX. SANITARY SEWER
EX. GAS
EX. UNDERGROUND ELECTRIC
EX. OVERHEAD ELECTRIC
EX. MAN HOLE
HYDRANT
VALVE
UTILITY POLE
LIGHT POLE
CONCRETE
ASPHALT
EX. WATER SERVICE SIGNAGE
TRANSFORMER
PEDESTAL (ELEC./CABLE/TEL.)
METER (PARKING)
CURB INLET (INL)
CATCH BASIN (CB)
BENCHMARK
CONTROL POINT
SOIL BORING
SIGNAGE
TRANSFORMER
METER (PARKING)
CURB INLET (INL)
CATCH BASIN (CB)
BENCHMARK
CONTROL POINT
IRON PIPE - FOUND
EXISTING CONTOUR
SOIL BORING
PEDESTAL (ELEC./CABLE/TEL.)
GRAVEL
931
RIP-RAPWASHED STONEBENCHMARKS. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS AND/OR DISCREPANCIES.
UTILIZED. EDGE CONSULTING ENGINEERS, INC. DOES NOT WARRANT THE ACCURACY OF THESE CONTROL POINTS AND
THE ACCURACY OF THE CONTROL POINTS AND BENCHMARKS SHOWN ON THIS MAP SHALL BE VERIFIED BEFORE BEING8.
UTILITIES, CONTACT DIGGERS HOT LINE, AT 1.800.242.8511.
BEFORE EXCAVATION, APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED. FOR EXACT LOCATION OF PUBLIC7.
COMPLETED. A PRIVATE UTILITY LOCATE SHALL BE PERFORMED PRIOR TO ANY EXCAVATION.
PRIVATE UTILITIES SHOWN ARE BASED ON PRIOR PLANS AND ARE SCHEMATIC ONLY. NO FIELD VERIFICATION WAS6.
FEATURES AND APPURTENANCES AND BY LOCATING DIGGERS HOT LINE FIELD MARKINGS. (TICKET # 20184218820)
SUBSURFACE UTILITIES AND FEATURES SHOWN ON THIS MAP HAVE BEEN APPROXIMATED BY LOCATING SURFICIAL5.
CONTOUR INTERVAL IS ONE FOOT4.
ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3.
HORIZONTAL COORDINATES REFERENCED TO WISCONSIN COUNTY COORDINATE SYSTEM - DANE COUNTY.2.
BASED ON SUNSET MEMORY GARDENS PLAT, DATED: 08-11-1988.
NO PROPERTY SURVEY WAS PERFORMED AS PART OF THIS PROJECT. ALL PROPERTY AND R.O.W. LINES SHOWN ARE1.
GENERAL SURVEY NOTES: (THIS SHEET)
SURVEY LEGEND:
GARDEN
COMMERCIAL PLAT
MINERAL POINT ROAD
LOT 2
SUNSET MEMORY GARDENS PLAT
SECTION ’G’
PHASE VI - TAMARACK TRAILS
- TAMARACK TRAILS PLAT)
10’ UTILITY EASEMENT (PER PHASE VI
TAMARACK TRAILS PLAT)
(PER PHASE VI -
10’ UTILITY EASEMENT
TAMARACK TRAILS PLAT)
(PER PHASE VI -
10’ UTILITY EASEMENT
EX. BLDGEX. BLDG
EX. BLDGEX. BLDG
COMMUNITY GARDENS
EX. SHED
- TAMARACK TRAILS PLAT)
10’ UTILITY EASEMENT (PER PHASE VI
SH
EE
T TIT
LE:
DATE: DESCRIPTION:
SUBMITTAL:
INT.
SHEET
NUMBER
I:\1
9300\1
9379\C
AD\Plot\
V-1
01.d
gn
BY
CHECKED
DATE
PLOT
NUMBER
PROJECT
TYPE
SET
CONSULTANT:
CLIENT:
www.edgeconsult.com
608.644.1549 FAX
608.644.1449 VOICE
PRAIRIE DU SAC, WI 53578
624 WATER STREET
BJB
19379
NEDBY
DRAWN
MA
DIS
ON,
WIS
CO
NSIN
210 S
OU
TH W
ES
TFIE
LD R
OA
D
SU
NS
ET M
EM
OR
Y G
AR
DE
NS D
RIV
EW
AY F
OR J
BA
M
CD
2/4/2019
SH
EE
T TIT
LE:
DATE: DESCRIPTION:
SUBMITTAL:
INT.
SHEET
NUMBER
I:\1
9300\1
9379\C
AD\Plot\
G-0
01.d
gn
G-001
CO
VE
R S
HE
ET
BY
CHECKED
DATE
PLOT
NUMBER
PROJECT
TYPE
SET
CONSULTANT:
CLIENT:
www.edgeconsult.com
608.644.1549 FAX
608.644.1449 VOICE
PRAIRIE DU SAC, WI 53578
624 WATER STREET
PROJECT DIRECTORY: PROJECT INFO:
SHEET INDEX:
NO.: PAGE TITLE
BJB
19379
NEDBY
DRAWN
SITE LOCATION
NORTH
SITE LOCATION MAP
MA
DIS
ON,
WIS
CO
NSIN
210 S
OU
TH W
ES
TFIE
LD R
OA
D
SU
NS
ET M
EM
OR
Y G
AR
DE
NS D
RIV
EW
AY F
OR J
BA
M
MADISON, WISCONSIN
210 SOUTH WESTFIELD ROAD
SUNSET MEMORY GARDENS DRIVEWAY FOR JBAM
PHONE: (920) 629-8736
CONTACT: TED DIRKMAN
MANITOWOC, WI 54220
1500 HWY 310
STONEMOR
:PROPERTY OWNER
PHONE: (608) 827-5216
CONTACT: JIM STEIN
MADISON, WI 53711
2702 ARBOR DRIVE
TEMPLE BETH EL
JEWISH BURIAL ASSOCIATION OF MADISON
:DEVELOPER
PHONE: (608) 644-1449
CONTACT: BRIAN BEAULIEU
PRAIRIE DU SAC, WI 53578
624 WATER STREET
EDGE CONSULTING ENGINEERS, INC.
:ENGINEER
251 / 0708-234-1402-7
:PARCEL NUMBER
WISCONSIN
DANE COUNTY
CITY OF MADISON,
SECTION 23, T.07N., R.08E.,
ALL WITHIN THE SW 1/4 OF THE SE 1/4
ROAD COMMERCIAL PLAT,
AND PART OF LOT 2 OF THE MINERAL POINT
MEMORY GARDENS PLAT,
PART OF SECTION ’G’ OF THE SUNSET
:LEGAL DESCRIPTION
MADISON, WI 53717
210 SOUTH WESTFIELD ROAD
: SITE LOCATION
CD
L-101
C-502
C-501
C-103
C-102
C-101
C-100
V-101
G-001
LANDSCAPE PLAN
SITE DETAILS
SITE DETAILS
GRADING & EROSION CONTROL PLAN
SITE & UTILITY PLAN
OVERALL SITE & DRAINAGE PLAN
PROJECT AREA OVERVIEW
EXISTING SITE PLAN
COVER SHEET
2/4/2019
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MH
MH
L
T
1054
1055
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10611062
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1063
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1064
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1064
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1066
1066
1066
1066
1067
1067
1067
1067
1067
1067
1067
1067
1067
1068
1068
?
PROPERTY LINE
PR
OP
ER
TY LIN
E
R.O.W.
R.O.W.
R.O.W.
R.O.W.
CP-1
CP-2
CP-3
W E S T F I E L D
R O A D
V-101
EXIS
TIN
G SIT
E P
LA
N
30’ 0 60’
22" x 34" - 1" = 30’
11" x 17" - 1" = 60’SCALE:
30’
NORTH
E
P
E
P
L
SS
ST
E
G
W
OHE
MH
H
EX. STORM SEWER
EX. SANITARY SEWER
EX. GAS
EX. UNDERGROUND ELECTRIC
EX. OVERHEAD ELECTRIC
EX. MAN HOLE
HYDRANT
VALVE
UTILITY POLE
LIGHT POLE
CONCRETE
ASPHALT
EX. WATER SERVICE SIGNAGE
TRANSFORMER
PEDESTAL (ELEC./CABLE/TEL.)
METER (PARKING)
CURB INLET (INL)
CATCH BASIN (CB)
BENCHMARK
CONTROL POINT
SOIL BORING
SIGNAGE
TRANSFORMER
METER (PARKING)
CURB INLET (INL)
CATCH BASIN (CB)
BENCHMARK
CONTROL POINT
IRON PIPE - FOUND
EXISTING CONTOUR
SOIL BORING
PEDESTAL (ELEC./CABLE/TEL.)
GRAVEL
931
RIP-RAPWASHED STONEBENCHMARKS. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS AND/OR DISCREPANCIES.
UTILIZED. EDGE CONSULTING ENGINEERS, INC. DOES NOT WARRANT THE ACCURACY OF THESE CONTROL POINTS AND
THE ACCURACY OF THE CONTROL POINTS AND BENCHMARKS SHOWN ON THIS MAP SHALL BE VERIFIED BEFORE BEING8.
UTILITIES, CONTACT DIGGERS HOT LINE, AT 1.800.242.8511.
BEFORE EXCAVATION, APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED. FOR EXACT LOCATION OF PUBLIC7.
COMPLETED. A PRIVATE UTILITY LOCATE SHALL BE PERFORMED PRIOR TO ANY EXCAVATION.
PRIVATE UTILITIES SHOWN ARE BASED ON PRIOR PLANS AND ARE SCHEMATIC ONLY. NO FIELD VERIFICATION WAS6.
FEATURES AND APPURTENANCES AND BY LOCATING DIGGERS HOT LINE FIELD MARKINGS. (TICKET # 20184218820)
SUBSURFACE UTILITIES AND FEATURES SHOWN ON THIS MAP HAVE BEEN APPROXIMATED BY LOCATING SURFICIAL5.
CONTOUR INTERVAL IS ONE FOOT4.
ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3.
HORIZONTAL COORDINATES REFERENCED TO WISCONSIN COUNTY COORDINATE SYSTEM - DANE COUNTY.2.
BASED ON SUNSET MEMORY GARDENS PLAT, DATED: 08-11-1988.
NO PROPERTY SURVEY WAS PERFORMED AS PART OF THIS PROJECT. ALL PROPERTY AND R.O.W. LINES SHOWN ARE1.
GENERAL SURVEY NOTES: (THIS SHEET)
SURVEY LEGEND:
GARDEN
COMMERCIAL PLAT
MINERAL POINT ROAD
LOT 2
SUNSET MEMORY GARDENS PLAT
SECTION ’G’
PHASE VI - TAMARACK TRAILS
- TAMARACK TRAILS PLAT)
10’ UTILITY EASEMENT (PER PHASE VI
TAMARACK TRAILS PLAT)
(PER PHASE VI -
10’ UTILITY EASEMENT
TAMARACK TRAILS PLAT)
(PER PHASE VI -
10’ UTILITY EASEMENT
EX. BLDGEX. BLDG
EX. BLDGEX. BLDG
COMMUNITY GARDENS
EX. SHED
- TAMARACK TRAILS PLAT)
10’ UTILITY EASEMENT (PER PHASE VI
SH
EE
T TIT
LE:
DATE: DESCRIPTION:
SUBMITTAL:
INT.
SHEET
NUMBER
I:\1
9300\1
9379\C
AD\Plot\
V-1
01.d
gn
BY
CHECKED
DATE
PLOT
NUMBER
PROJECT
TYPE
SET
CONSULTANT:
CLIENT:
www.edgeconsult.com
608.644.1549 FAX
608.644.1449 VOICE
PRAIRIE DU SAC, WI 53578
624 WATER STREET
BJB
19379
NEDBY
DRAWN
MA
DIS
ON,
WIS
CO
NSIN
210 S
OU
TH W
ES
TFIE
LD R
OA
D
SU
NS
ET M
EM
OR
Y G
AR
DE
NS D
RIV
EW
AY F
OR J
BA
M
CD
2/4/2019
TVT
TTT
L
?
MH
COVERAGE LEGEND
(OPEN AREAS)
GRASS =
BUILDING=
LANDSCAPING=
GRAVEL=
CONCRETE=
ASPHALT=
W E S T F I E L D
R O A D
RA
ND
OLP
H D
RIV
E
MINERAL POINT ROAD
RA
ND
OLP
H D
RIV
E
W E S T F I E L D
R O A D
MINERAL POINT ROAD
NORTH
COMMUNITY GARDENS
SUNSET MEMORY GARDENS
SECTION G
C-100
PR
OJ
EC
T A
RE
A O
VE
RVIE
W
50’ 0 100’
22" x 34" - 1" = 50’
11" x 17" - 1" = 100’SCALE:
50’
EXISTING TAMARACK TRAILS CONDO BUILDINGS
CAMBRIDGE COURT SHOPPING CENTER
COFFEE
MOKA
HUT
PIZZA
BUILDINGS
STAFF/STORAGE
CEMETERY
SUNSET MEMORY GARDENS
SECTION D
SUNSET MEMORY GARDENS
SECTION F
GA
RD
EN
S
SU
NS
ET M
EM
OR
Y
SE
CTIO
N E
SUNSET MEMORY GARDENS
SECTION C
GARDENS
SUNSET MEMORY
SECTION B
SUNSET MEMORY GARDENS
SECTION D
SUNSET MEMORY GARDENS
SECTION A
PR
OP
ER
TY LIN
E @ R.O.W.
PROPERTY LINE
PR
OP
ER
TY LIN
E @ R.O.W.
PR
OP
ER
TY LIN
E @ R.O.W.
LOT LINEL
OT LIN
E
OUTLOT 1
PROPERTY LINE
PR
OP
ER
TY LIN
E
PR
OP
ER
TY LIN
E @ R.O.W.
PROPERTY LINE @ R.O.W.PROPERTY LINE @ R.O.W.
LO
T LIN
E
LOT LINE
LO
T LIN
E
PROPERTY LINE
PR
OP
ER
TY LIN
E
PROPERTY LINE @ R.O.W.
UNPLATTED AREA
NEW DRIVEWAY
NEW DETENTION BASIN
WESTFIELD ROAD
NEW ENTRANCE ONTO
EXISTING GRAVEL LOOP
NEW CONNECTION WITH
SH
EE
T TIT
LE:
DATE: DESCRIPTION:
SUBMITTAL:
INT.
SHEET
NUMBER
I:\1
9300\1
9379\C
AD\Plot\
C-1
00.d
gn
BY
CHECKED
DATE
PLOT
NUMBER
PROJECT
TYPE
SET
CONSULTANT:
CLIENT:
www.edgeconsult.com
608.644.1549 FAX
608.644.1449 VOICE
PRAIRIE DU SAC, WI 53578
624 WATER STREET
BJB
19379
NEDBY
DRAWN
MA
DIS
ON,
WIS
CO
NSIN
210 S
OU
TH W
ES
TFIE
LD R
OA
D
SU
NS
ET M
EM
OR
Y G
AR
DE
NS D
RIV
EW
AY F
OR J
BA
M
CD
2/4/2019
TVT
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
TTT
MH
MH
MH
MH
MHMH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
L
T
1055
1056
1057
1058
1058
1059
1060
1060
1061
1061
1061
10611062
1062
1062
1062
1063
1063
1063
1063
1063
1063
1063
1063
1064
1064
1064
1064
1064
1064
1064
1064
1064
1065
1065
1065
1065
1065
1065
1065
1065
1066
1066
1066
1066
1066
1066
1066
1066
1067
1067
1067
1067
1067
1067
1067
1067
1067
1068
1068
?
PROPERTY LINE
PR
OP
ER
TY LIN
E
R.O.W.
R.O.W.
1062
1057
1058
1058
1058
1059
1059
1059
1059
1059
1060
1060
1060
1060
1061
1061
1061
1061
1061
1061
1062
1062
1062
1062
1063
10631063
1063
1063
1063 1064 1064
1064
1065
1065
1065
1065 1066
1066
1066
1067
1067
WITH THIS PROJECT
PROPOSED TO BE INSTALLED
NO EXTERIOR LIGHTING IS
ZONING REQUIREMENTS PER SECTION 28.068 CITY ZONING CODE.
ZONING SUMMARY DEVELOPMENT SUMMARY
NEW IMPERVIOUS AREA**:
CURRENT IMPERVIOUS AREA**:
TOTAL PROJECT AREA*:
TOTAL LOT AREA:
**WITHIN PROJECT AREA ONLY.
WITHIN THE CEMETERY.*PROJECT AREA DEFINED AS LIMITS OF GROUND DISTURBANCE
8,100 SF
0 SF
16,640 SF
449,998 SF
LAND USE:
MAX LOT COVERAGE:
SETBACKS:
ZONING DISTRICT:
ZONING CODE TABLE 28D-2)
CEMETERY (CONDITIONAL USE PER
85%
N/A - NO STRUCTURES PROPOSED
CC (COMMERICAL CENTER)
W E S T F I E L D
R O A D
25’ 0 50’
22" x 34" - 1" = 25’
11" x 17" - 1" = 50’SCALE:
25’
NORTH
COMMUNITY GARDENSBUILDING
TRAILS CONDO
TAMARACK
EXISTING
BUILDING
TRAILS CONDO
TAMARACK
EXISTING
BUILDING
TRAILS CONDO
TAMARACK
EXISTING
BUILDING
TRAILS CONDO
TAMARACK
EXISTING
PLOTS (YELLOW AREA)
EXTENT OF JBAM’S BURIAL
SUNSET MEMORY GARDENS
SECTION G
NEW 24" CURB AND GUTTER
GRAVEL DRIVE LOOP
LANE AT EXISTING
END NEW DRIVE
SIDEWALK
OF CONCRETE
NEW SEGMENT
LOOP TO REMAIN
EXISTING GRAVEL DRIVE
DRIVE TO REMAIN
EXISTING GRAVEL
TREE IMPACTS
INFORMATION REGARDING
SEE SHEET C-102 FOR
TREE IMPACTS
INFORMATION REGARDING
SEE SHEET C-102 FOR
IMPACTS
REGARDING TREE
FOR INFORMATION
SEE SHEET C-102
ROAD
WESTFIELD
ONTO
DRIVEWAY
NEW
OF DETENTION BASIN
RIP RAP AT NORTH END
POINT IN DRIVEWAY
VALLEY GUTTER AT LOW
C-101
OV
ER
AL
L SIT
E & D
RAIN
AG
E P
LA
N
AND CHAIN GATE
NEW PIPE BOLLARD
SHEET L-101)
LANDSCAPING (SEE
NEW EVERGREEN
NEW ASPHALT DRIVEWAY
DETENTION BASIN
PROPOSED
SH
EE
T TIT
LE:
DATE: DESCRIPTION:
SUBMITTAL:
INT.
SHEET
NUMBER
I:\1
9300\1
9379\C
AD\Plot\
C-1
01.d
gn
BY
CHECKED
DATE
PLOT
NUMBER
PROJECT
TYPE
SET
CONSULTANT:
CLIENT:
www.edgeconsult.com
608.644.1549 FAX
608.644.1449 VOICE
PRAIRIE DU SAC, WI 53578
624 WATER STREET
BJB
19379
NEDBY
DRAWN
MA
DIS
ON,
WIS
CO
NSIN
210 S
OU
TH W
ES
TFIE
LD R
OA
D
SU
NS
ET M
EM
OR
Y G
AR
DE
NS D
RIV
EW
AY F
OR J
BA
M
CD
2/4/2019
TVT
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
TTT
MH
MH
?
PROPERTY LINE
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
15’ 0 30’
22" x 34" - 1" = 15’
11" x 17" - 1" = 30’SCALE:
15’
NORTH
PROPERTY LINE
PR
OP
ER
TY LIN
E
RIG
HT-O
F-W
AY
MA
TC
H LIN
E ’
A’
MA
TC
H LIN
E ’
A’
ASCALE: NTS
ED
GE O
F P
LO
TS
NO
RT
H P
RO
PE
RT
Y LIN
E
2’-6"2’-0"
6"6"
1.75" LOWER LAYER (4 LT 58-28 S)
1.75" TOP LAYER (5 LT 58-28 S)
NEW ASPHALT PAVEMENT
3:1 MAX
VAR.
PLANTING LOCATIONS
TOPSOIL THICKNESS AT
PROVIDE 12" (MIN)
8’-6" ASPHALT
ROLLED TO VERIFY THE REPAIR IS COMPLETE.
FABRIC AND 3" BREAKER RUN STONE, AND RE-PROOF
DEPTH OF 1-FOOT, BACKFILLED WITH GEOTEXTILE
ANY FAILING AREAS TO BE EXCAVATED TO A MINIMUM 3.
TRUCK (OR EQUIVALENT) DURING PROOF-ROLL TEST.
CONTRACTOR TO USE FULLY-LOADED QUAD AXLE DUMP 2.
OF DENSE GRADED BASE.
BELOW THE ASPHALT AND CURB PRIOR TO PLACEMENT
CONTRACTOR TO PROOF ROLL EXISTING SUBGRADE 1.
SUBGRADE NOTES:
BO
TT
OM W
IDT
H
26’-0"
TO
TA
L C
UR
B C
UT
29’-0"
DRIVEWAY OPENING
IN PLACE TO PROVIDE
CUT EXISTING CURB HEAD
END OF DRIVEAY CURB CUT
END NEW SIDEWALK AT SOUTH
PLOTS (YELLOW AREA)
EXTENT OF JBAM BURIAL
PLOTS (YELLOW AREA)
EXTENT OF JBAM BURIAL
SUNSET MEMORY GARDENS
SECTION G
SUNSET MEMORY GARDENS
SECTION G
COMMUNITY GARDENS
BUILDING
TRAILS CONDO
TAMARACK
EXISTING
3% TYP.
DRIVEWAY TYPICAL SECTIONS
" DENSE GRADED BASE4110" (MIN) OF 1
EXISTING SUBGRADE (SEE NOTES ABOVE)
EXISTING SUBGRADE (SEE NOTES ABOVE)
" DENSE GRADED BASE4110" (MIN) OF 1
C & G
2’-0"
6"
10’-0" ASPHALT
VAR.
SECTION 1 - LOOKING WEST
SECTION 2 - LOOKING NORTH
NORTH
TREE
PROTECT
5’-0"
1’-0"
REMOVE TREE
GRASS SWALE
ABOVE NEW PAVEMENT AND
OF VERTICAL CLEAR SPACE
OF THIS TREE TO PROVIDE 12’
TRIM OVERHANGING BRANCHES
GRASS SWALE
ABOVE NEW PAVEMENT AND
OF VERTICAL CLEAR SPACE
OF THIS TREE TO PROVIDE 12’
TRIM OVERHANGING BRANCHES
REMOVE TREE IN TERRACE
NORTH PROPERTY LINE
END NEW SIDEWALK AT
RO
AD
S.
WE
ST
FIE
LD
ELECTRIC TRANSFORMER
PROTECT EXISTING
AND GRASS SWALE
THE DRIVEWAY, CURB,
1 FOR INFORMATION ON
SEE DRIVEWAY SECTION
ABOVE NEW PAVEMENT
VERTICAL CLEAR SPACE
TREES TO PROVIDE 12’ OF
BRANCHES OF THESE
TRIM OVERHANGING
TREE
REMOVE
TRANSFORMER
AND ELECTRIC
UTILITY PEDESTALS
PROTECT EXISTING NEW ARBORVITAE
SPACE FOR PLANTING A
BRANCHES TO ALLOW
TRIM OVERHANGING
TREE
PROTECT
TREES
REMOVE
PROTECT TREE
PAVEMENT AND GRASS SWALE
VERTICAL CLEAR SPACE ABOVE NEW
THESE TREES TO PROVIDE 12’ OF
TRIM OVERHANGING BRANCHES OF
TREE
PROTECT
LOOP TO REMAIN
EXISTING GRAVEL DRIVE
10.0’
R10.0’R 10%
3% TYP.
3:1 TYP.
2’-0"
10% MAX
DETENTION BASIN
INSIDE SLOPE OF
6" MIN TOPSOIL THICKNESS
OF BASIN
FABRIC AT BOTTOM
OVER GEOTEXTILE
PROVIDE RIP RAP
VALLEY GUTTER
48" WIDE CONCRETE
BASIN
DETENTION
TOP OF
DETENTION BASIN
BOTTOM OF
15.0’
R
25.0’
R
10’-6"
C-102
SIT
E & U
TILIT
Y P
LA
N
& CHAIN GATE
PROVIDE PIPE BOLLARD
NORTH PROPERTY LINE
LANDSCAPING INFORMATION ALONG
SEE SHEET L-101 FOR
ALONG NORTH PROPERTY LINE
LANDSCAPING INFORMATION
SEE SHEET L-101 FOR
SHEET L-101)
ARBORVITAE (SEE
NEW HOLMSTRUP
BE RELOCATED DURING CONSTRUCTION
EXISTING BENCH AND CONCRETE PAD TO
SECTION 2
SEE DRIVEWAY
2% - 3% **VALLEY GUTTER (SEE SHEET C-103)
APPROACHING THE LOW POINT
FROM NORTH TO SOUTH
**PAVEMENT WARPS TO DRAIN
(3) 25 LF - 4" PVC PIPES @ 1.8%
26 LF - 8" PVC PIPE @ 1.15%TRANSFORMER
PEDESTALS AND ELECTRIC
PROTECT EXISTING UTILITY
IE= 1060.70 (ALL 4 PIPES)
(3) 4" IE= 1061.15
8" IE= 1061.00
TAPER CURB HEAD
TAPER CURB HEAD
SH
EE
T TIT
LE:
DATE: DESCRIPTION:
SUBMITTAL:
INT.
SHEET
NUMBER
I:\1
9300\1
9379\C
AD\Plot\
C-1
02.d
gn
BY
CHECKED
DATE
PLOT
NUMBER
PROJECT
TYPE
SET
CONSULTANT:
CLIENT:
www.edgeconsult.com
608.644.1549 FAX
608.644.1449 VOICE
PRAIRIE DU SAC, WI 53578
624 WATER STREET
BJB
19379
NEDBY
DRAWN
MA
DIS
ON,
WIS
CO
NSIN
210 S
OU
TH W
ES
TFIE
LD R
OA
D
SU
NS
ET M
EM
OR
Y G
AR
DE
NS D
RIV
EW
AY F
OR J
BA
M
CD
2/4/2019
TVT
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
TTT
MH
1058
1059
1060
1061
1061
1061
10611062
1062
1062
1062
1063
1063
1063
1063
1063
1063
1064
1064
1064
1064
1064
1064
1065
1065
1065
1065
1065
?
PROPERTY LINE
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
1064
1065
1066
1066
1066
1067
1067
1067 1
067
1065
1065
1065 1066 1066
1066
1067
1067
1062
1057
1058
1058
1058
1059
1059
1059
1059
1059
1060
1060
1060
1060
1061
1061
1061
1061
1061
1061
1062
1062
1062
1062
1063
1063
1063
1063
1063
1063
1064
1064
1064
1065
EROSION CONTROL GENERAL NOTES
GRADING PLAN GENERAL NOTES
100
GRADING LEGEND
SEDIMENT DEPOSITS.
10. CONTRACTOR SHALL SWEEP ROAD DAILY TO REMOVE OFF-SITE
APPROVED MEANS.
STABILIZED BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER
SOIL STOCKPILES EXISTING FOR MORE THAN 7 DAYS SHALL BE 9.
OF SEVEN POUNDS PER 1,000 SQUARE FEET.
NOT LESS THAN 8%. FERTILIZER SHALL BE APPLIED AT THE RATE
LESS THAN 16%; PHOSPHORIC ACID, NOT LESS THAN 8%; POTASH,
SHALL MEET THE REQUIREMENTS THAT FOLLOW: NITROGEN, NOT
A RATE OF FOUR POUNDS PER 1,000 SQUARE FEET. FERTILIZER
SECTION 630 OF D.O.T. SPECIFICATIONS AND SHALL BE APPLIED AT
EROSION MAT. SEED SHALL BE MIXTURE 40 IN ACCORDANCE WITH
SEEDED GRASS AREAS SHALL RECEIVE FERTILIZER, SEED, AND 8.
ALL SLOPES 10:1 OR STEEPER TO BE RESTORED AS TURF.
WDOT CLASS 1 TYPE B URBAN EROSION MAT SHALL BE PLACED ON 7.
AFTER FINISH GRADING IS COMPLETE ON ANY AREA.
ALL FINISH GRADED AREAS SHALL BE STABLIZED WITHIN 72 HOURS 6.
INSTALLED 4 INCHES (MIN) BELOW GRADE.
REACH HALF HEIGHT OF BARRIERS. SILT FENCE FABRIC TO BE
REMOVED FROM BEHIND SILT FENCE/SOCK WHEN DEPOSITS
CONSTRUCTION PHASE OF THIS PROJECT. SEDIMENT TO BE
GRADING OPERATIONS AND MAINTAINED THROUGHOUT THE
SILT FENCE AND SILT SOCK SHALL BE INSTALLED PRIOR TO ANY 5.
COMPLIANCE.
THE FIELD BY CONTRACTOR WHILE MAINTAINING PERMIT
REQUIRED. ACTUAL LOCATIONS AND TYPE SHALL BE ADJUSTED IN
THE EROSION CONTROL ITEMS SHOWN ARE THE MINIMUM 4.
OR GREATER WHICH RESULTS IN RUNOFF.
AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT 0.5 INCHES
CONTROL BEST MANAGEMENT PRACTICES ON A WEEKLY BASIS
THE CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT 3.
CONSTRUCTION PHASE OF THIS PROJECT.
ANY GRADING OPERATIONS AND MAINTAINED THROUGHOUT THE
EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO 2.
REQUIREMENTS FROM THE CITY OF MADISON.
ALL CONTRACTORS SHALL COMPLY WITH APPROVED PERMIT 1.
EC:
FL:
BOC:
EA:
100
1, TYPE B URBAN
EROSION MAT, CLASS =
SILT FENCE OR SOCK=
ELEVATION
EDGE OF CONCRETE =
FLOWLINE ELEVATION=
ELEVATION
TOP BACK OF CURB =
ELEVATION
EDGE OF ASPHALT =
FLOW DIRECTION=
PROPOSED CONTOUR=
EXISTING CONTOUR=
PROCTOR).
95% MAXIMUM DRY DENSITY (MODIFIED
TO EXCEED 10-INCHES AND COMPACTED TO
FILL AREAS SHALL BE BUILT UP IN LAYERS NOT 4.
CURB INSTALLATION.
APPROVED VEHICLE, PRIOR TO PAVEMENT OR
QUAD-AXLE DUMP TRUCK, OR OTHER
COURSE BE PROOF ROLLED WITH A LOADED
ALL PAVED AREA SUBGRADE AND BASE 3.
SEED AND MULCH OR EROSION MAT.
COMPACTED SOILS. INSTALL 6" MIN. TOPSOIL,
PREPARE SUBGRADE BY TILLING UP
STAGING AREAS) TO LAWN TYPE GRASS.
RESTORE ALL TURF AREAS (INCLUDING 2.
POSITIVE DRAINAGE IN ALL AREAS.
FINISHED SITE TO BE GRADED TO MAINTAIN 1.
15’ 0 30’
22" x 34" - 1" = 15’
11" x 17" - 1" = 30’SCALE:
15’
NORTH
PROPERTY LINE
PR
OP
ER
TY LIN
E
RIG
HT-O
F-W
AY
MA
TC
H LIN
E ’
A’
MA
TC
H LIN
E ’
A’
PLOTS (YELLOW AREA)
EXTENT OF JBAM BURIAL
PLOTS (YELLOW AREA)
EXTENT OF JBAM BURIAL
SUNSET MEMORY GARDENS
SECTION G
SUNSET MEMORY GARDENS
SECTION G
COMMUNITY GARDENS
BUILDING
TRAILS CONDO
TAMARACK
EXISTING
NORTH
TREE
PROTECT
RO
AD
S.
WE
ST
FIE
LD
TRANSFORMER
AND ELECTRIC
UTILITY PEDESTALS
PROTECT EXISTING
TREE
PROTECT
TREE
PROTECT
LOOP TO REMAIN
EXISTING GRAVEL DRIVE
C-103
GR
ADIN
G & E
RO
SIO
N C
ON
TR
OL P
LA
N
IMPACTS IN THIS AREA
SEE SHEET C-102 FOR TREE
IMPACTS IN THIS AREA
SEE SHEET C-102 FOR TREE
TRANSFORMER
PEDESTALS AND ELECTRIC
PROTECT EXISTING UTILITY
ELECTRIC TRANSFORMER
PROTECT EXISTING
EC: 1067.28
EC: 1067.37
EA: 1067.37
EA: 1067.44
BOC: 1067.75
BOC: 1067.24
EA: 1067.00
TAPER CURB HEAD
BOC: 1066.49
EA: 1066.25
BOC: 1065.99
EA: 1065.75
BOC: 1065.04
EA: 1064.80
BOC: 1064.68
EA: 1066.44
EA: 1063.72
BOC: 1063.96BOC: 1063.24
BOC: 1063.14
EA: 1063.00
FL: 1062.60
FL: 1062.50
IE: 1060.70 (ALL 4 PIPES)
BOC: 1063.63
EA: 1063.15
EA: 1063.15
EA: 1062.96
EA: 1063.50
EA: 1063.20
EA: 1062.66
EA: 1062.66
(3) 4" IE: 1061.15
8" IE: 1061.00
BOT. BASIN: 1057.00
BOT. BASIN: 1057.90
TAPER CURB HEAD
2%2
%2%
2%
2%
2%
0.9
%2% 7.5%1.1% 3.4%
0.54%0.91%
0.60%0.60%
0.60%
1.2
%2%
3.4%
3.6
%
3%
3%
3:1
3:1 3:1
3:1
3:1
3:1
1%
1%
(TYP.)
GRADING EXTENTS
INTO CEMETERY (TYP.)
10:1 MAX MATCH SLOPE
INTO CEMETERY (TYP.)
10:1 MAX MATCH SLOPE
(TYP.)
GRADING EXTENTS
VEHICLE EXITS
ALL CONSTRUCTION
TRACKING PAD AT
PROVIDE STONE
CONSTRUCTION VEHICLE EXITS
PROVIDE STONE TRACKING PAD AT ALL
EXISTING GRAVEL
MATCH INTO
BASIN
DETENTION
TOP OF
TE
MP
OR
AR
Y S
TO
CK
PIL
E A
RE
A
SH
EE
T TIT
LE:
DATE: DESCRIPTION:
SUBMITTAL:
INT.
SHEET
NUMBER
I:\1
9300\1
9379\C
AD\Plot\
C-1
03.d
gn
BY
CHECKED
DATE
PLOT
NUMBER
PROJECT
TYPE
SET
CONSULTANT:
CLIENT:
www.edgeconsult.com
608.644.1549 FAX
608.644.1449 VOICE
PRAIRIE DU SAC, WI 53578
624 WATER STREET
BJB
19379
NEDBY
DRAWN
MA
DIS
ON,
WIS
CO
NSIN
210 S
OU
TH W
ES
TFIE
LD R
OA
D
SU
NS
ET M
EM
OR
Y G
AR
DE
NS D
RIV
EW
AY F
OR J
BA
M
CD
2/4/2019
SCALE: NTSA
OR WOODEN LATH AND NAILS
POSTS WITH WIRE STAPLES
ATTACH THE FABRIC TO THE
WITH EXCAVATED SOIL
COMPACT TRENCH
BACKFILL AND
FABRIC ONLY
GEOTEXTILE
FLOW DIR
ECTION
3’-0" MAX.
3’-0" MAX.
3’-0" MAX.
3’-0" MAX.
2’-0"
FLOW
FABRICE
GEOTEXTILE
MAX
FOLD 3"
CORD
SUPPORT
X 20" DEPTH IN GROUND
WOOD POSTS LENGTH 3’ - 4’
ADDITIONAL POST DEPTH OR TIE BACKS MAYBE REQUIRED IN UNSTABLE SOILS.4.
8’-0" POST SPACING ALLOWED IF WOVEN GEOTEXTILE FABRIC IS USED.3.
WOOD POSTS SHALL BE A MINIMUM SIZE OF 1" X 1" OF HICKORY OR OAK.2.
COMPACT TRENCH WITH EXCAVATED SOIL.
THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL &
TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR 1.
NOTES
SILT FENCE DETAILB
EXISTING GROUND
CONCRETE/ASPHALT
EXISTING
MIN
12"
DE
PT
H
50’ MIN LENGTH
PAVEMENT
EXISTING
MATCH
50’ MIN LENGTH
TRACKING PAD
3" CLEAR STONE
DRIV
EW
AY W
IDT
H
WDNR TECHNICAL STANDARD 1057
GEOTEXTILE FABRIC IN ACCORDANCE WITH
TRACKING PAD WILL BE UNDERLAIN WITH A 1.
NOTES
SCALE: NTS
STONE TRACKING PAD
PLAN VIEW
SECTION VIEW
DCONCRETE VALLEY GUTTER DETAIL
SLOPED SLOPED
GRADED BASE
1-1/4" COMPACTED DENSE
(LONGITUDINAL)
#4 REBAR @ 12" O.C.
(TRANSVERSE)
#4 REBAR @ 24" O.C.
2’-0"2’-0"
8"
6"
3" MINIMUM COVER ON ALL REBAR4.
MEDIUM BROOM FINISH.3.
HAND TOOL ALL JOINTS.2.
MINIMUM OF 3" IN DEPTH.
MORE THAN 10’ NOR LESS THAN 6’ IN LENGTH. THE JOINTS SHALL BE A
LATERAL CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF NOT 1.
NOTES:
1"
SCALE: NTS SCALE: NTS
C&G
FLAG OF
C&G
FLAG OF
6"
1-1/8"
7"
13"
18"6"
1-1/8"
8-1/8"13"
18"6"
6"
E
3"R
2-1/2"
R
2-1/2"
R
3"R
TYP. 24" CURB & GUTTER DETAIL
REJECT 24" CONCRETE CURB & GUTTER
STANDARD 24" CONCRETE CURB & GUTTER
MEDIUM BROOM FINISH.5.
HAND TOOL ALL JOINTS.4.
CRUSHED STONE.
IN ALL CASES, CONCRETE CURB & GUTTER SHALL BE PLACED ON 6" OF THOROUGHLY COMPACTED 3.
THAT STATION AND BE 1/2" THICK.
BE A ONE PIECE ASPHALTIC MATERIAL HAVING THE SAME DIMENSIONS AS CURB & GUTTER AT
LESS, AND AT ANGLE POINTS, OR AS DIRECTLY BY THE ENGINEER. THE EXPANSION JOINT SHALL
EXPANSION JOINTS SHALL BE PLACED TRANSVERSLY AT RADIUS POINTS ON CURVES OF 200’ OF 2.
LESS THAN 6’ IN LENGTH. THE JOINTS SHALL BE A MINIMUM OF 3" IN DEPTH.
LATERAL CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF NOT MORE THAN 15’ NOR 1.
GENERAL NOTES:
PLAN
PROFILE
FOR DRIVEWAY OPENING
CUT EXISTING CURB HEAD
SCALE: NTSC
CONCRETE DRIVEWAY APRON DETAIL
TE
RR
AC
E W
IDT
H
SEE SITE PLAN FOR WIDTH
DRIVEWAY APRON
TERRACE SLOPE ADJACENT TO
PROVIDE 1% MIN TO 8% MAX
7"
TAPER
18"
AND GUTTER
EXISTING CURB
JOINT AT SIDEWALK
1/2’’ EXPANSION
1/2’’ EXPANSION JOINT AT CURB
R/W
TAPER (SEE NOTES)
DRIVEWAY OPENING AND 18"
CUT CURB HEAD TO PROVIDE
TO 95% MODIFIED PROCTOR
UNDER CONCRETE COMPACTED
" DENSE GRADED BASE436’’ OF
DRIVEWAY OPENING.
SECTION SHALL MATCH ADJACENT
PRIOR TO OPERATING. CUT CURB
OR SECURED TO THE GROUND
SHALL BE MOUNTED ON A VEHICLE
ONE PASS. CUTTING EQUIPMENT
ENTIRE CURB HEAD THICKNESS IN
CAPABLE OF CUTTING THROUGH
PERFORMED USING EQUIPMENT
CURB HEAD CUTTING SHALL BE 1.
NOTES:
SIDEWALK
NEW
NEW SIDEWALK
ELSEWHERE
SIDEWALK 5" THICK
AT DRIVEWAY
SIDEWALK 7" THICK
SCALE: NTSF
WITH FLOWLINECURB HEAD FLUSH
CONSTRUCTION JOINT
3’ TO 5’ (TYP.)
CURB AND GUTTER TAPER DETAIL
TEST
C-501
SIT
E D
ET
AIL
S
SH
EE
T TIT
LE:
DATE: DESCRIPTION:
SUBMITTAL:
INT.
SHEET
NUMBER
I:\1
9300\1
9379\C
AD\Plot\
C-5
01.d
gn
BY
CHECKED
DATE
PLOT
NUMBER
PROJECT
TYPE
SET
CONSULTANT:
CLIENT:
www.edgeconsult.com
608.644.1549 FAX
608.644.1449 VOICE
PRAIRIE DU SAC, WI 53578
624 WATER STREET
BJB
19379
NEDBY
DRAWN
MA
DIS
ON,
WIS
CO
NSIN
210 S
OU
TH W
ES
TFIE
LD R
OA
D
SU
NS
ET M
EM
OR
Y G
AR
DE
NS D
RIV
EW
AY F
OR J
BA
M
CD
2/4/2019
FINISH GRADE
SCALE: NTSA
RIP RAP PAD DETAIL
APPROVED EQUIVALENT)
140N GEOTEXTILE FABRIC (OR
WDOT LIGHT RIP RAP W/ MIRAFI
EQUIVALENT)
FABRIC (OR APPROVED
MIRAFI 140N GEOTEXTILE
EXISTING SOILS
LE
NG
TH V
ARIE
S
WIDTH VARIES
1’-6"
6"
SEE UTILITY PLAN
SE
E U
TILIT
Y P
LA
N
(6" TO 12" DIA.)
WDOT LIGHT RIP RAP
SCALE: NTSB
POST AND CHAIN GATE DETAIL
SCALE: NTSC
DETENTION BASIN SECTION DETAILS
STAINLESS STEEL (TYP.)
HARDWARE TO BE
AND SNAP HOOK. ALL
TO POST WITH EYE BOLT
SECURE END OF CHAIN
FOR POST
PROVIDE STEEL CAP
POST (TYP.)
4" (MIN) STEEL
BETWEEN POSTS
PROVIDE STEEL CHAIN
ILLUMINATED BY HEADLIGHTS
TO ONCOMING TRAFFICE AND ARE
SIDES OF CHAIN SO THEY ARE VISIBLE
TIE 3 (MIN) RED REFLECTORS TO BOTH
MIN
4’-0"
MIN
1’-0"
MIN
4’-0"
FINISH GROUND
FOUNDATION (TYP.)
SET POSTS IN CONCRETE
VARIES
5.4’ TO 8.3’
VARIES
VARIES
78’-0"
VARIES
0’ TO 6’
VARIES
VARIES
1% SLOPE
FLAT
3:1
3:1
3:1 3:1
FLAT
BASIN LINE
TOP OF BASIN LINE
TOP OF
BASIN LINE
TOP OFBASIN LINE
TOP OF
C-102)
(SEE SHEET
SECTION 1
DRIVEWAY
(SEE SHEET C-102)
DRIVEWAY SECTION 2
LOOP DRIVE
EXISTING GRAVEL
AND EROSION MAT (TYP.)
6" (MIN) TOPSOIL, SEED,
AND EROSION MAT (TYP.)
6" (MIN) TOPSOIL, SEED,
RIP RAP PAD
MIN
5’-0"
MIN
5’-0"
GRADING PLANS)
(SEE UTILITY AND
CULVERT PIPES
FLOW
EAST-WEST SECTION THROUGH BASIN
NORTH-SOUTH SECTION THROUGH BASIN
C-502
SIT
E D
ET
AIL
S
EL: 1057.90
EL: 1057.00
SH
EE
T TIT
LE:
DATE: DESCRIPTION:
SUBMITTAL:
INT.
SHEET
NUMBER
I:\1
9300\1
9379\C
AD\Plot\
C-5
02.d
gn
BY
CHECKED
DATE
PLOT
NUMBER
PROJECT
TYPE
SET
CONSULTANT:
CLIENT:
www.edgeconsult.com
608.644.1549 FAX
608.644.1449 VOICE
PRAIRIE DU SAC, WI 53578
624 WATER STREET
BJB
19379
NEDBY
DRAWN
MA
DIS
ON,
WIS
CO
NSIN
210 S
OU
TH W
ES
TFIE
LD R
OA
D
SU
NS
ET M
EM
OR
Y G
AR
DE
NS D
RIV
EW
AY F
OR J
BA
M
CD
2/4/2019
TVT
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
TTT
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
L
T
?
PROPERTY LINE
PR
OP
ER
TY LIN
E
R.O.W.
W E S T F I E L D
R O A D
25’ 0 50’
22" x 34" - 1" = 25’
11" x 17" - 1" = 50’SCALE:
25’
NORTHBUILDING
TRAILS CONDO
TAMARACK
EXISTING
BUILDING
TRAILS CONDO
TAMARACK
EXISTING
BUILDING
TRAILS CONDO
TAMARACK
EXISTING
PLOTS (YELLOW AREA)
EXTENT OF JBAM’S BURIAL
SUNSET MEMORY GARDENS
SECTION G
NEW ASPHALT DRIVE LANE
NEW 24" CURB AND GUTTER
SIDEWALK
OF CONCRETE
NEW SEGMENT
TREE IMPACTS
INFORMATION REGARDING
SEE SHEET C-102 FOR
TREE IMPACTS
INFORMATION REGARDING
SEE SHEET C-102 FOR
IMPACTS
REGARDING TREE
FOR INFORMATION
SEE SHEET C-102
ROAD
WESTFIELD
ONTO
DRIVEWAY
NEW
L-101
LA
ND
SC
AP
E P
LA
N
RUBBER HOSE AT BARK
PLACE ON SUBGRADE PEDESTAL
PREVIOUS GRADE;
TO FINISHED GRADE AS IT BORE TO
SAME RELATION (OR SLIGHTLY ABOVE)
CROWN OF ROOT BALL SHALL BEAR
PREPARED SUBSOIL PEDESTAL
SUBSOIL BACKFILL
TOPSOIL MIX OR CLEAN
AND CHAIN GATE
NEW PIPE BOLLARD
AUPRIGHT EVERGREEN SHRUB PLANTING
ANCHOR FIRMLY
WOODEN SUBSTITUTE ;
WINDS; T-RAIL IRON STAKE OR ACCEPTABLE
TREE TRUNK ON SIDES OF PREVAILING
LOCATE ANCHOR STAKES 18" AWAY FROM
SHREDDED HARDWOOD BARK MULCH
3" MIN. OF MULCH;
SHALL BE TOTALLY REMOVED
NON-BIODEGRADEABLE MATERIAL
TOP HALF OF BURLAP;
FOLD DOWN OR CUT AND REMOVE
SH
EE
T TIT
LE:
DATE: DESCRIPTION:
SUBMITTAL:
INT.
SHEET
NUMBER
I:\1
9300\1
9379\C
AD\Plot\L-1
01.d
gn
BY
CHECKED
DATE
PLOT
NUMBER
PROJECT
TYPE
SET
CONSULTANT:
CLIENT:
www.edgeconsult.com
608.644.1549 FAX
608.644.1449 VOICE
PRAIRIE DU SAC, WI 53578
624 WATER STREET
BJB
19379
NEDBY
DRAWN
MA
DIS
ON,
WIS
CO
NSIN
210 S
OU
TH W
ES
TFIE
LD R
OA
D
SU
NS
ET M
EM
OR
Y G
AR
DE
NS D
RIV
EW
AY F
OR J
BA
M
CD
1/22/2019
(7) TH (120) TH
5.0’ TYP. PLANT SPACING