legend: drawing list - delawarebidcondocs.delaware.gov/ncc/ncc_17001bidpacn_dwgs.pdf · east 12th...
TRANSCRIPT
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
018