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APCCCC-TCICNDC

DR-1DR1DR2ECIGIL

MXCNMXPDPMHPPRSE

SECSR-C1SR-C2SR-C3SR-V1SR-V2

TETR-C1TR-C2TR-C3TR-C4TR-P

TR-RTR-U1TR-U2TR-V1TR-V2TSS

UMXUORParcels

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0 0.085 0.170.0425 mi0 0.085 0.170.0425 km

1:4,514

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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

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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

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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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?

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

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?

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

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DATE: DESCRIPTION:

SUBMITTAL:

INT.

SHEET

NUMBER

I:\1

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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

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?

PROPERTY LINE

PR

OP

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TY LIN

E

R.O.W.

R.O.W.

1062

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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

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MH

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TTT

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?

PROPERTY LINE

MH

MH

MH

MH

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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

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OA

D

SU

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EM

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CD

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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

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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

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MH

MH

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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