C1

LEGEND:

FENCE LINE

BUILDING

PAVEMENT

CURB

WATER MAIN6"W

S

SSMHSANITARY SEWER MANHOLE

x46.9

CONTOURS

SPOT GRADE

CATCH BASIN

SANITARY SEWER LINES

STORM SEWER LINE

40

GAS SERVICEGS

ELECTRIC METEREM

DOWNSPOUTDS

CLEANOUTCO

UNDERGROUND ELECTRIC BOXEBOX

FIRE HYDRANTFH

LIGHT POLE

E

D

STMHSTORM SEWER MANHOLE

EMHELECTRIC MANHOLE

CB

GAS VALVEGV

SIGNSIGN

UTILITY POLEUP

TREE

UNDERGROUND GASUG

UNDERGROUND COMMUNICATIONUC

LP

EXISTING

WATER VALVEWV

PLANTER

UNDERGROUND ELECTRICUE

OVERHEAD ELECTRICOE

EXISTING

BUILDING OVERHANG

G

GMHGAS MANHOLE

DRAINDR

BOLLARDB

x46.90(TW) TOP WALL ELEVATION

COLUMN

SCHOOL BUILDINGSCHOOL BUILDING

SCHOOL BUILDING SCHOOL BUILDING

CO

VE

R S

HE

ET

FRONT LAWN

COURTYARD

CLIF

FO

RD B

RO

WN W

ALK

EAST 12TH STREET

EAST 13TH STREET

N. PIN

E S

TR

EET

BUS DRIVE

(PROJECT AREA)LIMIT OF DISTURBANCE, TYP.

-

1 SITE PLANNOT TO SCALE

DN

DN

ELEVATOR

EL 02

DR

DR

DR

CO

CO

CO

CO

CO

CO

CO

CO

CO

COCO

DR

DR

DR

DR

DR

DR

DS

DRDR

CO

CO

DH

CONDUITS

CO

CO

GA

TE

GA

TE

GATE

GATE

GATE

GA

TE

27

27

27

27

26

25

28

27

29

27

24

23

22

21

20

18

17

16

16

15

14

14

15

16

17

18

19

20

21

22

23

24

24

23

22

23

24

25

26

27

28

26

25

24

15

14

14

13

12

11

10

16

17

18

19

20

21

22

22

23

23

24

16

12

11

11

11

12

12

12

12

11

10

9

AS N

OTE

D

Dra

wn:

Checked:

Scale:

Date:

Date

Revisio

n

LA

ND

SC

AP

E A

RC

HIT

EC

TS

Tel: 3

02.8

88.1544 | w

ww.raslainc.c

om

30 B

ancroft Mills R

oad,

Wilmin

gto

n, Dela

ware 19806

RO

BIN

SO

N A

ND

ERS

ON S

UM

ME

RS. Inc.

of

Technolo

gy

Ho

ward Hig

h S

chool

401 E 12th St, Wilmington, D

E 19801

AV

GA

MA

RC

H 5, 2018

Bid Package N For Bid

003/05/2018

FP

x27.80 30.11x

26.87

26.99

26.72

26.44

25.89

25.47

27.49

26.79

(26.24)

(25.53)

(27.35)

DN

DN

(LOD) (LOD)

(LO

D)

(LO

D)

(LO

D)

(LOD)(LOD)

(LO

D)

(LO

D)

(LO

D)

DRAWING LIST

PLANTING DETAILS & NOTESL3.3

FRONT LAWN PLANTING PLANL3.2

FRONT LAWN EARTHWORK & LAYOUT PLANSL3.1

SITE DETAILSL2.4

SITE DEMOLITION PLANL1.01

SITE REFERENCE PLANL1.00

COVER SHEETC1

MA

RC

H 1

2, 2

018

NO

RT

H

PL

AN

SIT

E R

EF

ER

EN

CE

030 15 30

1 inch = 30 feet

60

GRAPHIC SCALE

SCHOOL BUILDING

(3-STORY MASONRY)SCHOOL BUILDING

(2-STORY BRICK)SCHOOL BUILDING

C L I F F O R D B R O W N W A L K

E A S T 1 2 T H S T R E E T

N. P I N E S T R E E T

L-1.0

0

L-3.1 - L-3.3SEE SHEETSFRONT LAWN

S T R E E TE A S T 1 3 T H

PROJECT AREA

-

1 SITE REFERENCE PLANSCALE: 1" = 30’

COURTYARD

BUS DRIVEBUS DRIVE

DN

DN

ELEVATOR

EL 02

DR

DR

DR

CO

CO

CO

CO

CO

CO

CO

CO

CO

COCO

DR

DR

DR

DR

DR

DR

DS

DRDR

CO

CO

DH

CONDUITS

CO

CO

GA

TE

GA

TE

GATE

GATE

GATE

GA

TE

AS N

OTE

D

Dra

wn:

Checked:

Scale:

Date:

Date

Revisio

n

LA

ND

SC

AP

E A

RC

HIT

EC

TS

Tel: 3

02.8

88.1544 | w

ww.raslainc.c

om

30 B

ancroft Mills R

oad,

Wilmin

gto

n, Dela

ware 19806

RO

BIN

SO

N A

ND

ERS

ON S

UM

ME

RS. Inc.

of

Technolo

gy

Ho

ward Hig

h S

chool

401 E 12th St, Wilmington, D

E 19801

AV

GA

MA

RC

H 5, 2018

Bid Package N For Bid

003/05/2018

FP

DN

DN

x(15.3)

x(16.4)

x(16.5

7)

(16.6

2)x

x(16.30)1.5%

5’

1.5%

5’

4%

x(16.2

0)

(16.

20)x

2% MAX.

2% MAX.

MAX.

4.5%

(16.5)x

5% MAX.

(15.5)x

x(15.0)

(14.4)x

(14.2)x

x(1

5.2)

5% MAX.

DN

DN

DN

DN

DN

DN

(WV)

(WV)

(WV)

(WV)

T

D

D

D

D D

D

D D

(12)

(15)

(16)

(16)

(16)

(14)

(15)

MA

RC

H 1

2, 2

018

030 15 30

1 inch = 30 feet

60

GRAPHIC SCALE

PL

AN

SIT

E D

EM

OLIT

ION

L-1.0

1

DN

DN

ELEVATOR

EL 02

DR

DR

DR

CO

CO

CO

CO

CO

CO

CO

CO

CO

COCO

DR

DR

DR

DR

DR

DR

DS

DRDR

CO

CO

DH

CONDUITS

CO

CO

BRIC

K

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

WA

LL

WA

LL

WA

LL

WA

LL

WA

LL

WA

LL

WA

LL

WA

LL

WA

LL

WA

LL

RAMP RAMP

GA

TE

CO

NC

RE

TE

CO

NC

RE

TE

GA

TE

GATE

GATE

GATE

STEPSSTEPS

ST

EP

SS

TE

PS

ST

EP

SS

TE

PS

ST

EP

SS

TE

PS

ST

EP

SS

TE

PS

AS

PH

AL

T

AS

PH

AL

T

PL

AN

TE

R

PL

AN

TE

R

GA

TE

27

27

27

27

26

25

28

27

29

27

24

23

22

21

20

18

17

16

16

15

14

14

15

16

17

18

19

20

21

22

23

24

24

23

22

23

24

25

26

27

28

26

25

24

15

14

14

13

12

11

10

16

17

18

19

20

21

22

22

23

23

24

16

12

11

11

11

12

12

12

12

11

10

9

AS N

OTE

D

Dra

wn:

Checked:

Scale:

Date:

Date

Revisio

n

LA

ND

SC

AP

E A

RC

HIT

EC

TS

Tel: 3

02.8

88.1544 | w

ww.raslainc.c

om

30 B

ancroft Mills R

oad,

Wilmin

gto

n, Dela

ware 19806

RO

BIN

SO

N A

ND

ERS

ON S

UM

ME

RS. Inc.

of

Technolo

gy

Ho

ward Hig

h S

chool

401 E 12th St, Wilmington, D

E 19801

AV

GA

MA

RC

H 5, 2018

Bid Package N For Bid

003/05/2018

x(15.3)

x(16.4)

x(16.5

7)

(16.6

2)x

x(16.30)1.5%

5’

1.5%

5’

4%

x(16.2

0)

(16.

20)x

2% MAX.

2% MAX.

MAX.

4.5%

(16.5)x

5% MAX.

(15.5)x

x(15.0)

(14.4)x

(14.2)x

x(1

5.2)

5% MAX.

DN

DN

DN

DN

DN

DN

(WV)

(WV)

(WV)

(WV)

T

D

D

D

D D

D

D D

(12)

(15)

(16)

(16)

(16)

(14)

(15)

(LOD)

(LOD) (LOD)

(LO

D)

(LO

D)

(LO

D)

(LOD)(LOD)

(LO

D)

(LO

D)

(LO

D)

NO

RT

H

SCHOOL BUILDING SCHOOL BUILDING

(3-STORY MASONRY)SCHOOL BUILDING

(2-STORY BRICK)SCHOOL BUILDING

C L I F F O R D B R O W N W A L K

E A S T 1 2 T H S T R E E T

E A S T 1 3 T H S T R E E T

N. P I N E S T R E E T

LEGEND

(TO BE PROTECTED)EXISTING STEPS

CONCRETE PAVINGPROTECT EXISTING

RELAID, SEE PAVING PLANTO BE LIFTED ANDEXISTING BRICK PAVING

BUILDING OVERHANG

SITECONSTRUCTION

EXISTING

EXISTING SIGN

HAUL OFF SITEEXCAVATE 24" DEPTH,DEMOLISH EXISTING BED,

HAUL OFF SITEEXCAVATE 24" DEPTH,DEMOLISH EXISTING PAVING,

PAVING, HAUL OFF SITEDEMOLISH EXISTING

EX. GATE

EX. GATE

CONCRETE PAVING, TYP.DEMOLISH EXISTING

CONCRETE CURBREMOVE EXISTING

(PROJECT AREA)DISTURBANCELIMIT OF

(PROJECT AREA)LIMIT OF DISTURBANCE, TYP.

CONCRETE CURBREMOVE EXISTING

(PROJECT AREA)LIMIT OF DISTURBANCE, TYP.

-

1 SITE DEMOLITION PLANSCALE: 1" = 30’-0"

MA

RC

H 1

2, 2

018

L-2.4

SIT

E D

ET

AIL

S

AS N

OTE

D

Dra

wn:

Checked:

Scale:

Date:

Date

Revisio

n

LA

ND

SC

AP

E A

RC

HIT

EC

TS

Tel: 3

02.8

88.1544 | w

ww.raslainc.c

om

30 B

ancroft Mills R

oad,

Wilmin

gto

n, Dela

ware 19806

RO

BIN

SO

N A

ND

ERS

ON S

UM

ME

RS. Inc.

of

Technolo

gy

Ho

ward Hig

h S

chool

401 E 12th St, Wilmington, D

E 19801

AV

GA

MA

RC

H 5, 2018

Bid Package N For Bid

003/05/2018

2’-0"

1’-6"

COMPACTED SUB-GRADE

10" WIDE x 24" LONG x 18" DEEP SHALL BE NO LESS THANDIMENSIONS OF FOOTER ALL FOUR TO BE LEVELCONCRETE FOOTING (4 PER FURNISHING),

LEVELING BED , TYP.

BRICK PAVING

INSTRUCTIONSFURNISHING SUPPORT, INSTALL PER MANUFACTURER’S

BRACKETS PER FURNISHING REQUIREMENTSTAMPER PROOF SS SCREWS PROVIDE ANCHORINGEXTENDED ANCHORING BRACKET, SECURE W/

2’-0"

6"

1’-6"

#4 REBAR

CONCRETE CURB

2" DIA. WEEP HOLE - W/ PEA GRAVEL

#4 REBAR

AMENDED PLANTING SOIL

BRICK PAVING (WIDTH VARIES)14"PLANTING BED (WIDTH VARIES)

EMULSIFIED ASPHALTPRIME COAT - CUTBACK OR

NEOPRENE ADHESIVESETTING BED 3/4" THICK W/SAND-ASPHALT (BITUMEN)

SEE PLAN FOR PATTERNBRICK PAVING,

AGGREGATE BASE COURSE

48" O.C.PROVIDE WEEP HOLESEXISTING CONCRETE

PIPE4" UNDERDRAIN

2"

2"

NEW BRICK PAVING

AGGREGATE BASEGENTLY COMPACTED

INTO EXISTING CONC. STEPSW/ NON-SHRINK GROUTROD 9" O.C.SET 12" #4 REINFORC.

#4 REBAR @ 12" O.C. E.W.

1’-6"

14"

6"

(6" RISER)STEPSCONCRETEEXISTING

NEW CONCRETE STEP

EXISTING SUBBASE

EXISTING CONCRETE PAVING

(4) #4 REBAR, TYP.

EQ.

EQ.

18"

SEE RAIL DETAIL ON A-450 DRAWINGNEW S.S. GUARD/HANDRAIL

OF BASE (MIN)PERIMETER EQUAL TO DEPTH BASE EXTENDS BEYOND PAVEMENT

SET 1/2" BELOW FINISH GRADEREINFORCED CONCRETE EDGE RESTRAINT

SLOPE 1/4" PER FT. FOR DRAINAGE.SEE PLAN FOR PATTERN.8"x4" x 2-1/4" BRICK PAVER

1/16" MIN - 3/16" MAX. SAND FILLED JOINTS - ASTM C33

1 - 1/2" MAX. SAND BEDDING COURSE - ASTM C33

ASTM D 2940 - 95% COMPACTION4" MIN. PEDESTRIAN; 8" MIN. VEHICULARCRUSHED GRAVEL BASE 3/4" TOP SIZE

SUBGRADE 95% COMPACTED

TROWELED CONCRETE

LAWN, TYP.

-

4 BRICK PAVING AT LAWN SCALE: 1" = 1’-0"

-

9 CONTROL JOINTSSCALE: 1" = 1’-0" -

10 EXPANSION JOINTSSCALE: 1" = 1’-0" -

11 CONCRETE PAVINGSCALE: 1" = 1’-0"

-

2 BENCH MOUNT DETAILSCALE: 1" = 1’-0" -

3 NEW CONCRETE STEP DETAILSCALE: 1" = 1’-0"

-

7 PEDESTRIAN - VEHICULAR BRICK PAVINGSCALE: 1/2" = 1’-0"-

5 BRICK PAVING WITH CONCRETE CURBSCALE: 1/2" = 1’-0" -

6 BRICK PAVING AT BUS DRIVE SCALE: 1/2" = 1’-0"

-

13 FLAGPOLESCALE: 1/2" = 1’-0"

-

12 CONCRETE CURB AT ENTRANCESCALE: 1/2" = 1’-0"-

8 NOT USEDSCALE:

-

1 CONCRETE CURB IN COURTYARD (NOT IN CONTRACT)SCALE: 1" = 1’-0"

SUBGRADE 95% COMPACTED

SAND OUT OF WEEPHOLEINSTALLED OVER END TO KEEP

POINT - PERMEABLE GEOTEXTILEWEEPHOLE (DRAINAGE) AT LOWEST

PEA GRAVEL FILL WEEPHOLE WITH

4" x 8" x 2-3/4" PAVERSPINE HALL BRICK

PAVINGEXISTING CONCRETE

2" ASPHALT PAVING

95% COMPACTION CRUSHED GRAVEL GRAVEL BASE -

EXISTING PAVEMENT

- ASTM C331/16" MIN - 3/16" MAX. SAND FILLED JOINTS

SLOPE 1/4" PER FT. FOR DRAINAGEDESIGNER - SEE PLAN FOR PATTERNCOLOR TO BE SELECTED BY THEPINE HALL BRICK 4" x 8" x 2-1/4" PAVERS

- ASTM C331" MAX. SAND BEDDING COURSE

MASTIC BINDER

SUBGRADE 95% COMPACTEDSUBGRADE 95% COMPACTED

VEHICULAR AREA

JOINTS - ASTM C331/16 MIN - 3/16" MAX. SAND FILLED

- (ASTM C33)1" MAX. SAND BEDDING COURSE

95% COMPACTEDSIZE 8" MIN. VEHICULAR - ASTM D 2940CRUSHED GRAVEL BASE 3/4" TOP

JOINTS - ASTM C331/16 MIN - 3/16" MAX. SAND FILLED

- (ASTM C33)1-1/2" MAX. SAND BEDDING COURSE

95% COMPACTIONSIZE 4" MIN. PEDESTRIAN - ASTM D 2940CRUSHED GRAVEL BASE 3/4" TOP

SLOPE 1/4" PER FT. FOR DRAINAGE- SEE PLAN FOR PATTERN 8" x 4" x 2-1/4" PINE HALL BRICK

PEDESTRIAN AREA

SLOPE 1/4" PER FT. FOR DRAINAGEPAVER - SEE PLAN FOR PATTERN8" x 4" x 2-3/4" PINE HALL BRICK

BACKFILL EDGE RESTRAINT WITH GRAVELEQUAL TO DEPTH OF BASE (MIN)BASE EXTENDS BEYOND PAVEMENT

PEA GRAVEL FILL WEEPHOLE WITH

- ASTM C331" MAX. SAND BEDDING COURSE

SAND OUT OF WEEPHOLEINSTALLED OVER END TO KEEPPOINT - PERMEABLE GEOTEXTILEWEEPHOLE (DRAINAGE) AT LOWEST

- ASTM C331/16" MIN - 3/16" MAX. SAND FILLED JOINTS

EXISTING SUBGRADE

EX. CRUSHED GRAVEL GRAVEL BASE

EXISTING CONCRETE PAVEMENT

SLOPE 1/4" PER FT. FOR DRAINAGE- SEE PLAN FOR PATTERNPINE HALL BRICK 4" x 8" x 2-1/4" PAVERS

CONCRETE CURB, HEIGHT VARIES

SEE PLAN

3/8" MIN.6" TH. CONCRETE PAVING

(NOT INCLUDING CHAMFER)GROOVE 3/8" x 1" DEEP OF 3/8" x 3/8" CHAMFER ANDTOOL CUT JOINT TO A DEPTH

BACKER ROD

AT ONE END, 2’-0" O.C.#4 REINFORCING ROD w/ SLEEVE

EXPANSION JOINT FILLER

EQ.

EQ.

1/2"

6" TH. CONCRETE PAVING

3" MIN3" MINNSTRUCTIONSINSTALL PER MANUFACTURER’S COLOR TO MATCH CONCRETEAND TIGHT TO BACKER RODRECESSED SEALANT TOOLED CONCAVE

6"

16 FT. HIGH CCTV SECURITY POLE30 FT. HIGH FLAGPOLE

FINISH GRADE

COMPACTED SUBGRADE

CONCRETE FOOTING

INSTRUCTIONSMANUFACTURER’S SET PLUMB, FOLLOW FLAGPOLE SLEEVE ASSEMBLY,

LIGHTNING SPIKE (3/4" DIA STEEL)

3/16" STEEL SUPPORT PLATE

WELDED TO SLEEVE3/16" THICK STEEL PLATE

1’-0"

6"

3’-0"

FINISH GRADE

#4 NOSING ROD

@ 20’-0" O.C.EXPANSION JOINTS

8"

3"

VA

RIE

S

1’-6"

OR PLANTINGPAVING

SUBGRADECOMPACT / UNDISTURBED

COMPACT CRUSHER RUN

MEET EXIST. GRADE FLUSH

CAULK

NEW CONCRETE PAVING

WITH 6" WWM 4000 PSITYPICAL CONCRETE PAVING

LAWN

MA

RC

H 1

2, 2

018

CLIFFORD BROWN WALK

L-3.1

010 5 10

1 inch = 10 feet

20

GRAPHIC SCALE

LA

YO

UT P

LA

NS

EA

RT

HW

OR

K &

FR

ON

T L

AW

N

XF.F.=

30.1

4

LID

S

18"

RCP

10"

TC

10"

TC

30"

TC

SIG

N

SC

HO

OL

BUIL

DIN

GS

TC

B

TE

=26.8

2

IE=19.1

7-18

"IN

TE

=28.0

0

IE=19.9

5 IN

IE=18.2

4 IN

IE=17.6

5

OU

T

IE=19.0

6 10

"-IN

IE=18.9

8 10

"-

OU

T

PA

NE

L

EL

EC.

GATE

8’

ME

TA

L

FE

NC

E

7’

CH

AIN

LIN

K

FE

NC

E

GATE

ST

EP

S

AS

PH

AL

T

BACK CURB

BACK CURB

AS N

OTE

D

Dra

wn:

Checked:

Scale:

Date:

Date

Revisio

n

LA

ND

SC

AP

E A

RC

HIT

EC

TS

Tel: 3

02.8

88.1544 | w

ww.raslainc.c

om

30 B

ancroft Mills R

oad,

Wilmin

gto

n, Dela

ware 19806

RO

BIN

SO

N A

ND

ERS

ON S

UM

ME

RS. Inc.

of

Technolo

gy

Ho

ward Hig

h S

chool

401 E 12th St, Wilmington, D

E 19801

AV

GA

MA

RC

H 5, 2018

Bid Package N For Bid

003/05/2018

FP

x27.8

030.1

1x

26.87

26.9

9

26.7

2

26.4

4

25.8

9

25.4

7

27.49

26.7

9

(25.53)

(27.35)

26.03

27.85

21.25

(W

V)

(W

V)

(W

V)

(W

V)

DN

DN

XF.F.=

30.1

4

LID

S

18"

RCP

10"

TC

30"

TC

SIG

N

GATE

8’

ME

TA

L

FE

NC

E

7’

CH

AIN

LIN

K

FE

NC

E

GATE

ST

EP

S

BACK CURB

FP

(W

V)

(W

V)

DN

DN

(LOD)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LOD)(LOD) (LOD) (LOD) (LOD) (LOD) (LOD) (LOD) (LOD) (LOD) (LOD) (L

OD)

(LOD)

(LO

D)

(LOD)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LOD)(LOD)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LOD)(LOD)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LO

D)

(LOD)(LOD) (LOD) (LOD) (LOD) (LOD) (LOD) (LOD) (LOD) (LOD) (LOD) (L

OD)

(LOD)

(LO

D)

NO

RT

H

LAWNEXISTING

LAWNEXISTING

LAWNEXISTING

PLANTING BED

BENCH, TYP.NEW

PLANTING BED

PLANTING BED

2’-0"

BRICK PAVINGHERRINGBONE

PAVING BAND A

PAVING BAND B

SINGLE BRICK PAVING BAND

PAVING BAND B

PAVING BANDSINGLE BRICK

EXISTING CURB

PAVING BANDSINGLE BRICK

2’-0"

SINGLE BRICK BANDING, TYP.

5’-0"

R

5’-0"

R

BRICK PAVINGHERRINGBONE

5’-0" TYP.

BRICK PAVINGBASKET WEAVE

HERRINGBONE BRICK PAVING

LEGEND

(TO BE PROTECTED)EXISTING STEPS

BRICK PAVINGNEW HERRINGBONE

BRICK PAVINGNEW BASKETWEAVE

PAVING BAND A

PAVING BAND B

WARNING PAVERS, TYP.ADA DETECTABLE

WARNING PAVERS, TYP.ADA DETECTABLE

PAVING BANDSINGLE BRICK

PAVING BANDSINGLE BRICK

ADA DETECTABLE PAVERS

EXISTING STEPS TO BE PROTECTED

BUILDING OVERHANGPLANTING SOILINSTALL 24" DEPTH NEWHAUL MATERIAL OFF SITEEXCAVATE TO 24" DEPTH,

NEW PLANTING SOILINSTALL 24" DEPTHOFF SITEHAUL MATERIAL24" DEPTH,EXCAVATE TO

PLANTING SOILINSTALL 24" DEPTH NEW

HAUL MATERIAL OFF SITEEXCAVATE TO 24" DEPTH,

INSTALL 24" DEPTH OF NEW PLANTING SOILHAUL MATERIAL OFF SITEEXCAVATE TO 24" DEPTH,EXISTING BEDS TO BE DEMOLISHED,

INSTALL 24" OF NEW PLANTING SOILHAUL ALL MATERIAL OFF SITEEXCAVATE TO 24" DEPTH,EXISTING PAVING TO BE DEMOLISHED,

LIMIT OF DISTURBANCEPROJECT BOUNDARY/

EARTHWORK LEGEND

GATE

BENCH, TYP.NEW

OF SOIL AND RESEED AREA ROTOTILL TOP 24"

TO BE RENOVATED,EXISTING LAWN AREA

OF SOIL AND RESEED AREA ROTOTILL TOP 24"

TO BE RENOVATED,EXISTING LAWN AREA

OF SOIL AND RESEED AREA ROTOTILL TOP 24"

TO BE RENOVATED,EXISTING LAWN AREA

8’-5"

8’-0"

4’-0" T

YP.

33’-5

"

8’-4"

34’-4"

13’-9"

EX. GATE

BRICK PAVING TYPE IINEW HERRINGBONE

TYPE IIPAVING BAND A

RESEED ALL DISTURBED AREASROTOTILL TOP 24" OF SOILEXISTING LAWN AREA TO BE RENOVATED,

EX STAIRS

EX RAMP

BRICK PAVING W/ CONCRETE CURB

L2.4

5

BENCH MOUNT DETAIL

L2.4

2

BRICK PAVING AT LAWN

L2.4

4

EXPANSION JOINT

L2.4

10

CONTROL JOINT

L2.4

9

5’-0" TYP.

CONCRETE PAVING

L2.4

11

CONCRETE CURB

L2.4

12

TO EX. RAMPPIN NEW PAVING

EXPANSION JOINT-

5’-0"

FLAGPOLE W/

L2.4

13

BRICK PAVING

-

1 EARTHWORK PLANSCALE: 1"=10’-0

-

2 LAYOUT PLANSCALE: 1"=10’-0"

LIGHT, TYP.IN-GRADE

14’-7"6’-10"

2’-0"

27’-5"5’-0"20’-5"5’-0"22’-0"59’-5"

GRADE OF DRIVE18" ABOVE FIN.TOP OF CURB

NEW 6" HIGH CURBNEW 6" HIGH CURB

HIGH CURBNEW 6"

LIMIT OF DISTURBANCEPROJECT BOUNDARY/

MA

RC

H 1

2, 2

018

L-3.2

010 5 10

1 inch = 10 feet

20

GRAPHIC SCALE

CLIFFORD BROWN WALK

PL

AN

TIN

G P

LA

NF

RO

NT L

AW

N

DR

CO

ND

UIT

S

X

F.F.=18.52

F.F.=30.22

X

XF.F.=24.47

XF.F.=

30.1

4

X F.F.=24.93

LID

S

18"

RCP

10"

TC

10"

TC

30"

TC

30"

TC

SIG

N

SC

HO

OL

BUIL

DIN

G

LA

NDIN

G

27.3

0

ST

CB

TE

=24.2

2

IE=19.0

2

OU

T

ST

CB

TE

=26.8

2

IE=19.1

7-18

"IN

TE

=28.0

0

IE=19.9

5 IN

IE=18.2

4 IN

IE=17.6

5

OU

T

IE=19.0

6 10

"-IN

IE=18.9

8 10

"-

OU

T

PA

NE

L

EL

EC.

GATE

8’

ME

TA

L

FE

NC

E

7’

CH

AIN

LIN

K

FE

NC

E

2 P.S.

GATE

ST

EP

S

AS

PH

AL

T

BACK CURB BACK CURB

BACK CURB

AS N

OTE

D

Dra

wn:

Checked:

Scale:

Date:

Date

Revisio

n

LA

ND

SC

AP

E A

RC

HIT

EC

TS

Tel: 3

02.8

88.1544 | w

ww.raslainc.c

om

30 B

ancroft Mills R

oad,

Wilmin

gto

n, Dela

ware 19806

RO

BIN

SO

N A

ND

ERS

ON S

UM

ME

RS. Inc.

of

Technolo

gy

Ho

ward Hig

h S

chool

401 E 12th St, Wilmington, D

E 19801

AV

GA

MA

RC

H 5, 2018

Bid Package N For Bid

003/05/2018

FP

(W

V)

(W

V)

(W

V)

(W

V)

D

DN

DN

28’ - 6 1/2"

26’ - 10 1/2" +/-

26’ - 10" +/-

30’ - 1 3/4"

NO

RT

H

NEW CONCRETE RAMP

BENCH, TYP.NEW

’AUREOLA’(32) HAKONECHLOA MACRA

’OTTO LUYKEN’(9) PRUNUS LAUROCERASUS

(2) PRUNUS ’OKAME’

PLUMBAGINOIDES(50) CERATOSTIGMA

PLUMBAGINOIDES(95) CERATOSTIGMA

’NIKKO’(6) DEUTZIA GRACILIS

’PRINCETON SENTRY’(2) GINKGO BILOBA

LAWNLAWN

LAWN

DWGS)(SEE ARCH’SFLAGPOLE

’NIKKO’GRACILIS

(7) DEUTZIA

PAVINGNEW BRICK

SIDEWALK

(2) PRUNUS ’OKAME’

EXISTING LIGHT FIXTURESCOORDINATE THE LOCATIONS OF ALL PLANTINGS WITH

SEE L2.3 FOR PLANTING DETAILS AND NOTES

LIGHT, TYP.IN-GRADE

LANDSCAPE LIGHTING(TYP., N.I.C)

REMOVE SIGN & FOUNDATION. NEW MONUMENT SIGN ANDSIGN ELECTRICAL BY OTHERS.

MA

RC

H 1

2, 2

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L-3.3

& D

ET

AIL

SP

LA

NTIN

G N

OT

ES

WITH NEW MULCH (2" MAX.)AROUND THE MULCH RING AREA AND TOP DRESS SAUCER AND FEATHER THE SOIL FROM THE SAUCER CONTRACTOR IS REQUIRED TO SHAVE OFF THE BUT NO SOONER THAN 8 MONTHS AFTER PLANTING, PRIOR TO THE END OF THE GUARANTEE PERIOD,

PLANTING HOLE.SAUCER CONTINUOUS AROUND PERIMETER OF AT THE TIME OF PLANTING, PROVIDE 3" HIGH SOIL

NURSERY. EXPOSE ROOT FLARE.ABOVE GROUND LEVEL AS GROWN IN PLANT ALL TREES AT THE SAME OR SLIGHTLY

OF TREE.CUT AND REMOVE TWINE FROM COLLAR

THAN 2" DEEP MULCHCOVER EXPOSED EARTH WITH NO MORE

DELIVERY FROM NURSERY TO SITE. BY LANDSCAPE ARCHITECT PRIOR TOALL TREES SHALL BE APPROVEDLEADER TO DEVELOP. NEVER REMOVE LEADER.BRANCHES. ALLOW ONLY DOMINANTREMOVE DISEASED, BROKEN, OR CROSSING

3 X BALL DIAMETERWIDTH OF TREE PIT:

ONE YEAR.REMOVE AFTER TO STAKES.12 GA. GALV. WIRE DOUBLE STRANDCHAINLOCK OR SECURE WITHHOSE AROUND TRUNK,REINFORCED RUBBER

EVENLY SPACED3 PER TREE,HARDWOOD STAKES,2"x2"x7’-0"

UNDISTURBED SOILLOCATE STAKES IN FIRM,

OR COMPACTED FILLUNDISTURBED SOIL

PREPARATION NOTESSEE PLANTING BED AMENDED PLANTING SOIL:

COMPLETELY. UNLESS ALL MATERIALS ARE CUT AND REMOVEDGROWTH INHIBITORS WILL NOT BE ACCEPTED AND TWINE, OR BURLAP TREATED WITH ROOT OF ROOT BALL. PLANTS WITH SYNTHETIC BURLAP AND REMOVE TWINE AND BURLAP FROM TOP 1/3 SAME LEVEL. IF THERE IS NO WIRE BASKET, CUT FOLD BACK, CUT OFF AND REMOVE BURLAP AT CUT OFF AND REMOVE TOP 1/3 OF WIRE BASKET.

AS N

OTE

D

Dra

wn:

Checked:

Scale:

Date:

Date

Revisio

n

LA

ND

SC

AP

E A

RC

HIT

EC

TS

Tel: 3

02.8

88.1544 | w

ww.raslainc.c

om

30 B

ancroft Mills R

oad,

Wilmin

gto

n, Dela

ware 19806

RO

BIN

SO

N A

ND

ERS

ON S

UM

ME

RS. Inc.

of

Technolo

gy

Ho

ward Hig

h S

chool

401 E 12th St, Wilmington, D

E 19801

AV

GA

MA

RC

H 5, 2018

Bid Package N For Bid

003/05/2018

IN NURSERY. EXPOSE SHRUB FLARE.SLIGHTLY ABOVE GROUND LEVEL AS GROWNSHRUB PLANT ALL SHRUBS AT SAME ORCUT AND REMOVE TWINE FROM COLLAR OF

3 X BALL DIAMETERWIDTH OF SHRUB PIT

OR COMPACTED FILLUNDISTURBED SOIL

ARE NOT ACCEPTABLE.ROOTS. ROOTBOUND PLANTSCONTAINER. PRUNE & SPREADREMOVE & DISCARD ENTIRENOTE FOR CONTAINER STOCK:

WITH NEW MULCH (2" MAX.)AROUND THE MULCH RING AREA AND TOP DRESS SAUCER AND FEATHER THE SOIL FROM THE SAUCER CONTRACTOR IS REQUIRED TO SHAVE OFF THE BUT NO SOONER THAN 8 MONTHS AFTER PLANTING, PRIOR TO THE END OF THE GUARANTEE PERIOD,

PLANTING HOLE.SAUCER CONTINUOUS AROUND PERIMETER OF AT THE TIME OF PLANTING, PROVIDE 2" HIGH SOIL

’

PREPARATION NOTESSEE PLANTING BEDAMENDED PLANTING SOIL:

AND REMOVED COMPLETELY.BE ACCEPTED UNLESS ALL MATERIALS ARE CUTWITH ROOT GROWTH INHIBITORS WILL NOTBURLAP AND TWINE, OR BURLAP TREATED1/3 OF ROOT BALL. PLANTS WITH SYNTHETICAND REMOVE TWINE AND BURLAP FROM TOPSAME LEVEL. IF THERE IS NO WIRE BASKET, CUTFOLD BACK, CUT OFF AND REMOVE BURLAP ATCUT OFF AND REMOVE TOP 1/3 OF WIRE BASKET.

2" MULCH

ROOTED CUTTINGS

COMPACTED FILLUNDISTURBED SOIL OR

AS SPECIFIEDSPACE PLANTS

SEE PLANTING BED PREPARATION NOTESOVER ENTIRE GROUNDCOVER BED,6" MIN. AMENDED PLANTING SOIL

-

1 TREE PLANTINGNOT TO SCALE

-

2 SHRUB PLANTINGNOT TO SCALE

-

3 GROUNDCOVER PLANTINGNOT TO SCALE

MA

RC

H 1

2, 2

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