CLIENT:
DEVEREUX MEADOWS PARK PHASE III
Raleigh Municipal Building, 222 W. Hargett St.
LANDSCAPE ARCHITECT:
100% CONSTRUCTION DOCUMENTS - NOVEMBER 5, 2014
SHUJING GUO LANDSCAPE ARCHITECT
LAR 503 DESIGN DEVELOPMENT STUDIO, FALL 2014 PROFESSORS CARLA DELCAMBRE & ROBERT LAYTON PHASE III
ARCHITECT: DEVEREUX MEADOWS PARK
ZZC ARCHITECTS 3100 AVENT FERRY RD RALEIGH, NC 27606
DRAWING INDEX: L0.0 L1.0 L2.0 L3.0 L3.1 L4.0 L5.0 L5.1 L6.0 L7.0 L8.0 L8.1 L9.0 L9.1 L9.2
COVER SHEET OVERALL SITE PLAN EXISTING CONDITIONS PLAN EROSION CONTROL AND TREE PROTECTION EROSION CONTROL AND TREE PROTECTION DETAILS DEMOLITION PLAN MATERIAL PLAN MATERIAL DETAILS GRADING PLAN LAYOUT PLAN PLANTING PLAN PLANTING DETAILS CUSTOM DETAILS CUSTOM DETAILS CUSTOM DETAILS
ENTRANCE PLAZA TREE-LINED PATH ADVENTURE AREA PLAZA COMMERCIAL BUILDING LAWN
CHILDREN PLAYGROUND WETLAND
SWING SHELTER PLAZA SKATING AREA
WATER FALL CHILDREN SKATING AREA
ENTRANCE PLAZA WATER PURIFICATION PUBLIC ART DISPLAY AREA
0 25 50
100
1 INCH = 100 FEET
200
400 FEET
G
W
AL
L
WING WALL
IN W
HEADW
ALL
20.83
12' x 10' RBC
'
WING WALL
AL L W IN G
INV
W
WALL
IN=24 4.80'
HEAD
U
HD
PE
6" PERFO
RATED
SALT
SHED
PVC (TYP)
CAPIT AL BLV D
12"
15" RCP (FROM INVENTORY)
P
" DI
24
TOP=265.65' INV IN=252.85' INVOUT=251.45'
8" PV
C E.O
TOP=265.62' INV IN=253.32' INV OUT=253.22' MH NOT IN USE
CANOP Y
24
" DI
P
.I.
4" GAS
PY PIGE ON
HOU SE BRA NCH
24" DIP
CANO
CANO P
Y TOP=262.12' INV IN=257.27' (5") INV IN=253.32' INV OUT=253.22'
TIRE
SHOP
5" DIP
U
GARA
GE
U
&
G
(TY P)
PIG
EO
N HO
CONC LOADIN G DOCK
US E BR AN CH
VEHIC LE FLLET
SERV
ICES
TOP=263.16'
10" VCP
2'-6
AD WA LL IN= 248 .74 '
AD WA LL IN= 253 .26 '
12 'x RB
10 C '
INV
HE
24" DIP
"C
8" VCP
INV
HE
6" VCP
AN EO N HO US E BR
TOP=261.05'
18" RCP
CH
15" RCP
54"
RCP
RCP
18" RCP
PIG
15"
54" RCP
TOP=260.95' TOP OF 54" RCP =255.75'
24" DIP
(TYP)
LUBE STORA GE (HAZM AT)
C&G 2'-6"
6" PERFOR ATED PVC
TOP=262.83' INV IN=257.86' INV IN=254.53' INV OUT=254.53'
LUBR ICATIO N FACIL ITY 5-FUE L 2 CONC PUMS U/CAN ISL'S OPY
LL
LL
WA
54" RCP
INV IN=254
.60'
WI
WI
NG
CP
NG
WA
P
15"
8" PVC
E.O.I.
GARA
30" RCP E.O.I.
GE
24"
RCP
CONC SIDEWALK
DI TOP=262.05' INV OUT=258.60'
30" RCP
24" VCP
DI TOP=262.65' INV IN=257.40' INV OUT=257.36'
IP "D
24
ICES
MH COVER=263.61' SLAB=263.19' WEIR=262.05' INV IN=256.80' (S) INV IN=256.92' (E) INV OUT=256.62' (W) INV OUT=255.04' (8")
OPY
SERV
LUBRI CATIO N FACIL ITY
CAN
VEHI
CLE F LLET
CP
"R 18
TRUCK
2'-6"
& CAR
C&G
WASH
(TYP)
4" & PVC 6"
FFE=263.01
DI TOP=263.00' INV IN=257.84' INV OUT=257.70'
CP#14
18"
RC
P
CB INV TO OU P=263 T= 259 .78' .64 '
15" RCP CB INV TO INV IN= P=263 OU 259 .72 T=2 .57 ' 59. ' 57'
DI TOP=262.48' INV IN=258.31' INV OUT=258.29'
DI INV TOP= INV IN= 262 OU 259 .76 T=2 .27 ' 58. ' 65'
18" RCP
RCP
TOP=265.62' INV IN=253.32' INV OUT=253.22'
24"
STONE RETAINING WALL
CONC SIDEWALK
STONE BOX CULVERT
DI TOP=262.42' INV IN=262.50' INV IN=257.32' (S) INV OUT=257.14'
24" RCP
CP#13
CO
NC
RE
T.
WA
LL
TOP=263.16' " RC 15
DI INV TOP= INV IN= 26 INV IN= 261.84.28' INV IN= 259.2 8' OU 262.3 9' (E) (SW T= 25 6' (W ) 9.2 1' ) (NW )
P
IP
12"
15" RCP
CP
CB INV TO OU P=264 T= 26 .66' 2.6 4'
INV IN=266
P
.36'
" RC
CB INV TO OU P=26 T= 4.8 25 2.5 9' 2'
5" D
12
24" DIP
PIGEON HOUSE BRANCH
CB INV TO INV IN= P=26 OU 262.9 6.8 0' T= 26 5' 2.8 0'
STO
STON E CHAN NEL WAL L NE CHA WAL NNEL L
2'-6 "C
1 S MTL
&G
(TY P)
OFFIC E
TOP=264.69' INV IN=258.23' INV OUT=258.05'
12" RCP
15"
CB INV TO OU P=26 T= 6.8 263 0' .20 '
TOP=262.12' INV IN=257.27' (5") INV IN=253.32' INV OUT=253.22'
RCP
MH INV ST INV IN= TO P= OU 276.5 28 1.7 T= 26 6' (NW6' 3.6 9' )
INV IN=260.41'
2'-6
"C
&
G
(TY P)
DI INV TOP= INV IN= 26 OU 261.75.56' T= 26 9' 1.7 6'
INV IN=261.71'
18" RCP
P " RC 15 42" RC
P
48"
RCP
P
42
" RC
P
18" RCP
.40
15 " RC
18" RCP
15" RCP
INV=267
TOP=269.66' INV IN=263.80' (E) IN=260.80' (SW) OUT=260.78' (N)
DI TOP=263.93' INV INV IN=263.93' (S) INV INV IN =263.94' (W) INV OUT=263.94' (NW)
INV IN=269.60'
P
P= 26 271.4 6.8 7' 8'
P
CB INV TO IN=
MH INV ST INV IN==270 INV IN= 26 .48 2.9 OU 262.9 1' ' (CB T= 26 1' (M ) 2.8 7' HST) (W )
18 " RC
" RC
CB INV TO INV IN= P= 27 OU 26 8.1 T= 3.05' 8' 26 3.0 0'
INV IN=263.27'
42
CB TOP=269.08' INV OUT=264.05'
TOP=271.88' INV IN=265.96' INV OUT=265.19'
36"
TOP=268.95' INV OUT=261.05'
P
RC
KEY PLAN MHST TOP=271.61' MHST TOP=271.61' INV OUT=266.40'
TOP=274.58'
24" DIP
LEGEND: GAS METER
TOP=261.05' P
MANHOLE STORM
SHOP
10" V
6" VC
TIRE
CP
GUY WIRE WATER VALVE VEGETATION
18" RCP
WELL POINT
4" G
AS
15" RCP
LIGHT POLE CONC LOAD ING DOCK
POWER POLE WATER METER CATCH BASIN
SE B
RAN
CH
UTILITY BOX GAS VALUE WOODS LINE SAN SEWER LINE UNDERGROUND GAS LINE LIMIT OF WORK FFE
FINISHED FLOOR ELEVATION BUILDING
2'6"
C
&
G
(TY
P)
NH
OU
SE BR AN C
1.
ACTUAL FIELD CONDITIONS MAY VARY FROM EXISTING CONDITIONS SURVEY SHOWN ON PLAN. CONTRACTOR SHALL FIELD VERIFY ACTUAL SITE CONDITIONS PRIOR TO COMMENCING WORK.
H
HE
AD WA VI LL N= 24 8.7 4'
2.
SURVEYS WERE PROVIDED BY PROFESSORS DELCAMBRE AND LAYTON IN SEPTEMBER 2014. TOPOGRAPHY AND DATA OUTSIDE OF THE N WEST ST SITE BOUNDARY PROVIDED BY WAKE COUNTRY GIS.
IN
12 'x RB 10' C
P
EO
RC
EST S T
PIG
15"
NW
GENERAL NOTES: RCP
HOU
54"
ON
8" VCP
PIGE
HE INV
AD
WA
IN=
LL 3.2 6'
25
0 5
10
20
40
80 FEET
W
AL
L
WING WALL
IN G W
HEADW
ALL
12' x 10' RBC
20.83'
HEADW
WING WALL
AL L W IN G
INV
W
IN=24 4.80'
ALL
U
HD
PE
6" PERFO
RATED
SALT
SHED
PVC (TYP)
CAPIT AL BLV D
12"
15" RCP (FROM INVENTORY)
P
" DI 24
CONSTRUCTION FENCE
TOP=265.65' INV IN=252.85' INVOUT=251.45'
P
" DI
TOP=265.62' INV IN=253.32' INV OUT=253.22' MH NOT IN USE
CANOP Y
24
4" GAS
PY PIGE ON
HOU SE BRA
NCH
24" DIP
CANO
TOP=262.12' INV IN=257.27' (5") INV IN=253.32' INV OUT=253.22'
U SHOP
5" DIP
SERVI CES GARA GE
TIRE
U
&
G
(TY P)
PIG
EO
CONC LOAD ING DOCK
N HO US E BR AN CH
VEHIC
LE FLLET
TOP=263.16'
24" DIP
2'-6
10" VCP
LL
.74 ' 248
AD WA
IN=
INV
6" VCP
INV
HE
IN=
AD WA
LL 253 .26 '
12' x RB 10' C
HE
"C
8" VCP
AN E BR US
TOP=261.05'
18" RCP
CH
15" RCP
54" 15"
RCP
RC
18" RCP
PIG EO N HO
P
54" RCP
TOP=260.95' TOP OF 54" RCP =255.75'
24" DIP
"R
54" RCP
(TYP) C&G 2'-6"
TOP=262.83' INV IN=257.86' INV IN=254.53' INV OUT=254.53'
LUBRI CATIO N FACILI TY 5-FUE L 2 CONC PUMS U/CAN ISL'S OPY
6" PERFORA
TED PVC
LUBRI CATIO N FACILI TY
LUBE STOR (HAZMAGE AT)
LL WA
WA LL
CP
WI NG
P
8" PVC
24
E.O.I.
INV IN=254
.60'
15"
WI NG
CP
18
TRUCK
2'-6"
& CAR
C&G
WASH
(TYP)
4" & PVC 6"
30" RCP E.O.I.
MH COVER=263.61' SLAB=263.19' WEIR=262.05' INV IN=256.80' (S) INV IN=256.92' (E) INV OUT=256.62' (W) INV OUT=255.04' (8")
IP "D
RCP
CONC SIDEWALK
DI TOP=262.05' INV OUT=258.60'
30" RCP
24" VCP
DI TOP=262.65' INV IN=257.40' INV OUT=257.36'
24"
DI TOP=263.00' INV IN=257.84' INV OUT=257.70'
CP#14
FFE=263.01
STONE BOX
18"
RC
P
15" RC P CB INV TO OU P=263 T= 259 .78' .64 '
CB INV TOP= INV IN= 263 OU 259 .72 T= .57' ' 259 .57 '
DI TOP=262.48' INV IN=258.31' INV OUT=258.29'
DI INV TOP= INV IN= 262 OU 259.27.76' T=2 58. ' 65'
18" RCP
RCP
TOP=265.62' INV IN=253.32' INV OUT=253.22'
24"
STONE RETAINING WALL
CONC SIDEWALK
CULVERT
DI TOP=262.42' INV IN=262.50' INV IN=257.32' (S) INV OUT=257.14'
24" RCP
CP#13
CO
NC
RE
T.
WA
LL
TOP=263.16' 15 " RC P
DI INV TOP= INV IN= 26 INV IN= 261.84.28' INV IN= 259.2 8' OU 262.3 9' (E) (SW T= 25 6' (W ) 9.2 1' ) (NW )
IP 12"
15" RCP
CP
CB INV TO OU P=26 T= 4.6 26 6' 2.6 4'
INV IN=266
P
.36'
" RC
12
5" D
CB INV TO OU P=26 T= 4.8 25 2.5 9' 2'
24" DIP
PIGEON HOUSE BRANCH
TOP=262.12' INV IN=257.27' (5") INV IN=253.32' INV OUT=253.22'
CB INV TO INV IN= P=26 OU 262 6.8 T= .95 0' 26 ' 2.8 0'
STON E CHAN WALL NEL STO NE CHA WAL NNEL L
2'-6
"C
&
1 S MTL
G
(TY P)
OFFIC E
TOP=264.69' INV IN=258.23' INV OUT=258.05'
CB INV TO OU P=26 T= 6.8 26 3.2 0' 0'
12" RCP
15"
RCP
MH INV ST INV IN= TO P= OU 276.5 28 1.7 T= 26 6' (NW6' 3.6 9' )
INV IN=260.41'
2'-6
"C
&G
(TY P)
DI INV TO INV IN=P=26 OU 26 5.5 T= 1.79' 6' 26 1.7 6'
INV IN=261.71'
18" RCP
P
" RC
15
42"
48"
RC P
RC
INV IN=263.27'
P
P
" RC 42
RC
P
P
" RC
18" RCP
P
.40
INV IN=269.60'
15
18" RCP
15" RCP
INV=267
TOP=269.66' INV IN=263.80' (E) IN=260.80' (SW) OUT=260.78' (N)
DI TOP=263.93' INV INV IN=263.93' (S) INV INV IN =263.94' (W) INV OUT=263.94' (NW)
CB INV TO IN= P=27 26 1.4 6.8 7' 8'
CB INV TO INV IN= P=27 OU 263.0 8.1 8' T= 26 5' 3.0 0'
18 " RC
MH INV ST INV IN==270 INV IN= 26 .48 2.9 ' OU 262.9 1' (CB T= 26 1' (M ) 2.8 7' HST) (W )
DROP INLET PROTECTION
42"
CB TOP=269.08' INV OUT=264.05'
TOP=271.88' INV IN=265.96' INV OUT=265.19'
36"
TOP=268.95' INV OUT=261.05'
P
RC
KEY PLAN MHST TOP=271.61' MHST TOP=271.61' INV OUT=266.40'
TOP=274.58'
DROP INLET PROTECTION
24" DIP
LEGEND: TOP=261.05'
WATER VALVE VEGETATION WATER METER
DROP INLET PROTECTION
CATCH BASIN UTILITY BOX GAS VALUE SAN SEWER LINE WOODS LINE TREE PROTECTION FENCE CONSTRUCTION FENCE SILT FENCE LIMIT OF WORK FFE
FINISHED FLOOR ELEVATION
NOTES: 1.
NW
EST S T
2.
3.
ACTUAL FIELD CONDITIONS MAY VARY FROM EROSION AND TREE PROTECTION ON THE PLAN. THE CONTRACTOR FIELD VERIFY ACTUAL SITE CONDITIONS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF STREAMS. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEARING, GRADING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION.
0 5
10
20
40
80 FEET
MIN . (FT) = DBH (IN) X1.25
TREE PROTECTION FENCE
TREE DBH
1 L3.1
TREE PROTECTION FENCE 1" = 4'
WIRE SCREEN OVER ALL BLOCK OPENINGS
2"
STEEL SUPPORT POST WITH HOG WIRE BACKING
GRAVEL FILTER 2:1 SLOPE
16"
COMPACTED FILL
18" MAX.
1' MIN. 2' MAX.
FLOW
48" MIN.
DEWATERING
8" MIN.
DROP INLET WITH GRATE 18" MIN.
4" MIN. 2" MIN.
2 L3.1
INLET PROTECTION 1" = 1'
3 L3.1
SILT FENCE 1" = 1'
20.83
'
CANOP
Y
SALT
SHED
CAPIT AL BLV D PY
PIGE ON
HOU
SE BRAN
CH
CANO
SERV
ICES
(TYP) C&G 2'-6"
GARA
GE
CONC SIDEWALK
OPY
CLE F LLET
LUBRI CATIO N FACILI TY 5-FUE L 2 CONC PUMS U/CAN ISL'S OPY
VEHI
LUBRI CATIO N FACILI TY
CAN
LUBE STOR AGE (HAZM AT)
TRUC
2'-6"
K & CAR
C&G
WASH
(TYP)
PIG
EO
N HO
US E BR AN CH
2'-6
"C
&G
(TY
P)
PIG EO N HO
US
E BR
CONC LOAD ING DOCK
AN
CH
VEHIC LE FLLET
SERVI
CES GARA
GE
TIRE
SHOP
Y
FFE=263.01
CONC SIDEWALK
CP#14
2'-6
"C
1 S MTL
&G
(TY P)
OFFIC E
CP#13
2'-6
"C
&G
(TY
P)
PIGEON HOUSE BRANCH
CANO P
KEY PLAN
LEGEND:
TIRE
EXISTING BUILDING, FOUNDATION, AND ALL ASSOCIATED APPURTENANCES TO BE DEMOLISHED.
SHOP
EXISTING ASPHALT AND BASE COURSE TO BE DEMOLISHED. EXISTING CONCRETE AND BASE COURSE TO BE DEMOLISHED. EXISTING LAWN/LANDSCAPE/TOPSOIL TO BE REMOVED
CONC LOAD ING DOCK PIGE
ON
WOODS LINE
HOU
SE B
RAN
LIMIT OF WORK
CH
FFE
FINISHED FLOOR ELEVATION
NOTES: 1.
2'6"
C
&
G
(TY
P)
NW
2.
EST S T
PIG
EO
NH
OU
SE BR AN C
H
3.
0 5
ACTUAL FIELD CONDITIONS MAY VARY FROM EXISTING CONDITIONS SITE SURVEY SHOWN ON PLAN. CONTRACTOR SHALL FIELD VERIFY ACTUAL SITE CONDITIONS PRIOR COMMENCING WORK. LOCATION AND TOPOGRAPHICAL INFORMATION WAS TAKEN FROM AN ACTUAL FIELD SURVEY PERFORMED BY GEOTEK MAPPING. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING SITE CONDITION PRIOR TO CONSTRUCTION. SHOULD EXISTING CONDITIONS REQUIRE MODIFICATIONS TO THE DESIGN, THE CONTRACTOR SHALL CONTACT THE DESIGNER/OWNER WITH FIELD FINDINGS PRIOR TO BEGINNING CONSTRUCTION.
10
20
40
80 FEET
W AL
L
WING WALL
IN G W HEAD
WALL
20.83
12' x 10' RBC
'
HEAD AL L W G
WING WALL
IN
12"
HD
PE
6" PERFO RATED
SALT
SHED
PVC (TYP)
INV
W
IN=2 44.80 '
WALL
15" RCP (FROM INVENTORY)
P
" DI
24
SECTION 1-1
TOP=265.65' INV IN=252.85' INVOUT=251.45'
L9.1
P
" DI
OF W
Y
TOP=265.62' INV IN=253.32' INV OUT=253.22' MH NOT IN USE
CANOP
24
4" GAS
ORK
PY
24" DIP
HOU SE BRA
NCH
LIMIT
CANO
3 S4
PIGE
ON
PA
TOP=262.12' INV IN=257.27' (5") INV IN=253.32' INV OUT=253.22'
GARA GE
TIRE
SHOP
5" DIP
S4
VEHIC LE FLLET
STONE PAVING E BR
CONC LOAD ING DOCK
AN
CH
2
SERV ICES
TOP=263.16'
&
G
(TY
P)
PIG
EO
N HO
US
L5.1 AD WA LL IN= 253 .26 '
12 'x RB 10' C
INV
HE AD WA LL IN= 24 8.7 4'
10" VCP
2'-
24" DIP
6"
C
8" VCP
INV
HE
6" VCP
E BR AN
54"
US
15"
N HO
P
EO
SECTION 1-1
RCP
RC
18" RCP
PIG
54" RCP
TOP=260.95' TOP OF 54" RCP =255.75'
24" DIP
C&G
(TYP)
6" PERFOR
TOP=262.83' INV IN=257.86' INV IN=254.53' INV OUT=254.53'
LUBR ICATIO N FACI LITY 5-FUE L 2 CONC PUMS U/CAN ISL'S OPY
LL
LL
WA
54" RCP
INV IN=254
.60'
WI
WI
NG
" CP
NG
WA
P
15
S3
PA
CP
"R 18
ATED PVC
LUBR ICATIO N FACIL ITY
LUBE STOR AGE (HAZM AT)
2'-6"
TRUC K & CAR
C&G
L9.1
WASH
(TYP)
4" & PVC 6"
2'-6"
3
TOP=261.05'
18" RCP
CH
15" RCP
S4
8" PVC
E.O.I.
PA
MH COVER=263.61' SLAB=263.19' WEIR=262.05' INV IN=256.80' (S) INV IN=256.92' (E) INV OUT=256.62' (W) INV OUT=255.04' (8")
30" RCP E.O.I.
RCP
DI TOP=262.65' INV IN=257.40' INV OUT=257.36'
24"
SECTION 1-1 CP#14
P 15" RC P
NC
RE
T.
WA
LL
CB INV TO OU P=26 T= 3.7 25 9.6 8' 4'
DI INV TOP= INV IN= 26 OU 259.22.76' T= 25 7' 8.6 5'
18" RCP
S3
RC
CO
PA
" RC
15
L9.1
18"
CB INV TOP= INV IN= 263 OU 259.5 .72 ' T= 25 7' 9.5 7'
BRICK STEPS
P DI INV TO P= INV IN= 26 INV IN= 261.84.28' INV IN= 25 9.2 8' (E) OU 26 9' T= 2.36' (SW 25 9.2 (W) ) 1' (N W)
S4
2
DI TOP=262.48' INV IN=258.31' INV OUT=258.29 '
L9.0
S4
CONC SIDEWALK
CULVERT STONE BOX
SECTION 1-1
RCP
3
STONE RETAINING WALL
S3 PA
DI TOP=262.42' INV IN=262.50' INV IN=257.32' (S) INV OUT=257.14'
24" RCP
CP#13
24"
MATC H
L9.0 S4
DI TOP=262.05' INV OUT=258.60'
SECTION 1-1
DI TOP=263.00' INV IN=257.84' INV OUT=257.70'
3
L9.1
CONC SIDEWALK
L INE
3
L5.1
30" RCP
1
24" VCP
PA
15" RCP
CP
CB INV TO OU P=26 T= 4.8 25 2.5 9' 2'
CB IN TO V OU P=26 T= 4.6 26 2.6 6' 4'
P
INV IN=266 .36'
" RC
12
12"
NE CHA WAL NNEL L
CB INV TO IN IN= P=26 V OU 26 6.8 T= 2.95' 0' 26 2.8 0'
STO
RCP
MH IN ST IN V IN TOP= V OU =276 28 T= .56 1.7 26 ' (N 6' 3.6 W) 9'
INV IN=260.41'
2'-
6"
C
&
G
(TY
P)
DI INV TOP= IN IN= 26 V OU 26 5.56' T= 1.79' 26 1.7 6'
INV IN=261.71'
18" RCP
" RC
P
15
42
" RC
P
48"
RC
P
" RC
P
42
TOP=269.66' INV IN=263.80' (E) IN=260.80' (SW) OUT=260.78' (N)
DI TOP=263.93' INV INV IN=263.93' (S) INV INV IN =263.94' (W) INV OUT=263.94' (NW)
15
18" RCP
18" RCP
" RC P
.40
P
15" RCP
INV=267
" RC
CB INV TO IN= P=27 26 1.4 6.8 7' 8'
18
P " RC
CB INV TO IN IN= P=27 V OU 26 8.1 T= 3.05' 8' 26 3.0 0'
MH INV ST INV IN= =270 INV IN= 26 .48 2.9 ' OU 262.9 1' (C T= 26 1' (M B) 2.8 7' HST) (W )
INV IN=263.27'
42
INV IN=269.60'
S4
12" RCP
15"
CB INV TO OU P=26 T= 6.8 26 3.2 0' 0'
MATCH LIN
PIGEON HOUSE BRANCH
E
STO NE CHA WALL NNE
L
2'-
6"
C&
1 S MTL
G
(TY P)
OFFI CE
TOP=264.69' INV IN=258.23' INV OUT=258.05'
CB TOP=269.08' INV OUT=264.05'
TOP=271.88' INV IN=265.96' INV OUT=265.19'
KEY PLAN
P
PA
SECTION 1-1
RC
3
36"
TOP=268.95' INV OUT=261.05'
L9.0
MHST TOP=271.61' MHST TOP=271.61' INV OUT=266.40'
TOP=274.58'
NOTES:
PA CREEK 2 L9.2
CONCRETE PAVING AND STONE PAVING
REFER TO SPECIFICATION SECTION FOR SPECIFIC SUBMITTALS OF PRODUCT DATA, SAMPLES, SHOP DRAWINGS, QUALITY ASSURANCE REQUIREMENTS, EXECUTION REQUIREMENTS, AND FOR FURTHER PRODUCT INFORMATION NOT INCLUDED IN THIS SCHEDULE.
BRIDGE
S4 PROPOSED BUILDING
C-CONCRETE LAWN
LIMI T
KEY NAME
DESCRIPTION
DETAIL REFERENCE
C1
CONCRETE PAVING - PED.
3/L9.0
C2
4" CIP CONCRETE-EXP.AGG.FINISH
3/L9.1
C3
CONCRETE STEPS
1/L5.1
C4
CONCRETE SITTING STEPS
3/L9.0
C5
CONCRETE STEPS-RECYCLED CHANNEL
3/L9.1
B1
BRICK-FLASHED MODULAR PAVER
3/L9.1
S1
SANDSTONE-STONE PAVING
2/L9.2
S2
SLATE-STONE PAVING
2/L5.1
S3
FIELDSTONE-STONE SEAT WALL
3/L9.0
S4
FAIRSTONE-STONE SEAT WALL
3/L5.1
S4
OF W ORK 3
STONE SEAT WALL
L5.1
B-BRICK
S-STONE
0 5
10
20
1 INCH = 20 FEET
40
80 FEET
5' MAX
1 " SQUARE STEEL BAR POSTS ALL WELDS SHALL BE FULL SECTION GROUND SMOOTH, PAINTED DUKE UNIVERSITY STANDARD BRONZE.
1'-0" MIN.
1 "
1 "O.D. STEEL RAIL-SCH 40. ALL WELDS SHALL BE FULL SECTION, GROUND SMOOTH, PAINTED DUKE UNIVERSITY STANDARD BRONZE
1 " SQUARE STEEL BAR POSTS ALL WELDS SHALL BE FULL SECTION GROUND SMOOTH, PAINTED DUKE UNIVERSITY STANDARD BRONZE
1'-0"
2'10"
1 "
1'-0"
PLAN EJ
"
WALKWAY 2"
1"
6"
2" HAUNCH SQUARE BAR POST
4" MIN
FRONT/REAR ELEVATION
1" 2'-10"
"
" 1 " OD STEEL PIPE RAIL
ESCUTCHEON PLATES (TYP.)
"/FT. WASH (TYP.)
RAIL/POST ENLARGEMENT
1'-0" EPOXY GROUT SLOPE TO DRAIN AWAY FROM POST (TYP.)
6X6 W1.4 X W1.4 WWF (2" CLEAR)
IN.
4" M
1'-8"
#4 BAR EA. TREAD(1" CLEAR)
2 #4 BAR CONT. TYP.(2" CLEAR)
1'-4"
EJ
HAUNCH
2"
1 L5.1
COMPACTED SUBGRADE (TYP.)
CONCRETE STEOPS 1" = 1'
2'
3" MIN. SINGLE WIDTH CAP STONE ON FINAL COURSE SET ON 34 " MORTAR BED
PLANT BED 1 2
" EXPANSION JOINT 8" X 12" THICKENED EDGE
6X6 W1.4 X W1.4 WWF (2" CLEAR) 1 21 " FLAGSTONE WITH SAND SWEPT JOINTS
12"
1" MORTAR SETTING BED 4" CONCRETE 6" ABC GRAVEL
4"
COMPACTED SUBGRADE
4" 6" CONCRETE FOOTING
8" ABC GRAVEL COMPACTED SUBGRADE
3 L5.1
STONE SEAT WALL 1" = 1'
2 L5.1
STONE PAVING 1" = 1'
W
AL
L
WING WALL
W IN G HEAD
WALL
20.83
12' x 10' RBC
'
HEAD
WING WALL
IN=2
12"
HD
PE
6" PERFO RATED
SALT
SHED
PVC (TYP)
INV
W IN G
W
AL
L
44.80 '
WALL
15" RCP (FROM INVENTORY)
7 26
P
" DI
24
TOP=265.65' INV IN=252.85' INVOUT=251.45'
PY
24" DIP
NCH
BS:266.90
ON
HOU SE BRA
268
PIGE
TW:268.40 BW:266.90
TW:267.50 BW:266.66 TW:267.50 BW:266.28
TOP=262.12' INV IN=257.27' (5") INV IN=253.32' INV OUT=253.22'
SHOP
GARA GE
TIRE
SERV ICES
TOP=263.16'
PIG EO N HO
US
E BR
BS:264.50
CONC LOAD ING DOCK
AN CH
TW:267.50 BW:264.50
VEHIC LE FLLET
TS:266.50
&
G
(TY
P)
TW:267.50 BW:264.50
MH NOT IN USE 4" GAS
TS:268.90
5" DIP
TW:266.00 BW:264.50
266
" DI
PY
6 26 5 26
% 8.3
P
24
TOP=265.62' INV IN=253.32' INV OUT=253.22'
CANO
TW:267.78 BW:266.28
TW:270.40 BW:268.90
CANO
6
26 TW:267.66 BW:266.16
TW:268.16 BW:266.66
WA
253
AD
IN=
HE
6" VCP
INV
TW:269.40 BW:268.90
15" RCP
TW:269.20 BW:267.70 E BR AN CH US
RCP
P
18" RCP 54" RCP
TOP=260.95' TOP OF 54" RCP =255.75'
2'-6"
(TYP) C&G 2'-6"
ATED PVC 6" PERFOR
TOP=262.83' INV IN=257.86' INV IN=254.53' INV OUT=254.53'
LUBR ICATI ON FACI LITY 5-FUE L 2 CONC PUMS U/CA ISL'S NOPY
LL
LL
WA
54" RCP
INV IN=254
.60'
WI
NG
WI NG
WA
P
" CP
267.80
15
TW:268.00 BW:266.50
LUBR ICATIO N FACIL ITY
LUBE
266
STOR AGE (HAZM AT)
267.80
CP
"R 18
24" DIP
TRUC K & CAR
C&G
WASH
(TYP)
4" & PV 6" C
8 26
263.48
TOP=261.05'
RC
N HO
TW:269.40 BW:266.90
54"
15"
18" RCP
267
FFE:268.50
EO
2%
PIG
264
264.10
LL .26 '
12 'x RB 10' C
INV
HE AD WA LL IN= 248 .74
'
10" VCP
24" DIP
2'6"
C
8" VCP
8" PVC
E.O.I
.
2%
24" VCP DI TOP=262.05' INV OUT=258.60'
DI TOP=263.00' INV IN=257.84' INV OUT=257.70'
CONC SIDEWALK
CULVERT
STONE RETAINING WALL
263
STONE BOX
CP#13
18" RCP
RCP
WA LL RE T.
(TY P) G & C 6" 2'-
CB INV TO INV IN= P=26 OU 26 6.8 T= 2.9 0' 26 5' 2.8 0'
CB INV TO OU P=26 T= 6.8 26 0' 3.2 0'
RCP
18" RCP
P) (TY &G "C 2'-6
MH IN ST IN V IN TOP= V OU =276 28 T= .56 1.7 26 ' (N 6' 3.6 W) 9'
42
" RC
P
RC
P
15
" RC P
18" RCP
18" RCP
TW:263.50 BW:261.49
15" RCP
CB TOP=269.08' INV OUT=264.05'
TOP=268.95' INV OUT=261.05'
TOP=271.88' INV IN=265.96' INV OUT=265.19'
36"
2
42
TOP=269.66' INV IN=263.80' (E) IN=260.80' (SW) OUT=260.78' (N)
DI TOP=263.93' INV INV IN=263.93' (S) INV IN =263.94' (W) INV INV OUT=263.94' (NW)
CB INV TO IN= P=27 26 1.4 6.8 7' 8'
TW:264.65 BW:261.42
P
" RC
INV=267 .40
18 " RC
P " RC
CB IN TO IN V IN P=27 V OU =263 8.1 T= .05 8' 26 ' 3.0 0'
MH INV ST INV IN= =270 INV IN= 26 .48' 2.9 OU 262.9 1' (C T= 26 1' (M B) 2.8 7' HST) (W )
42
INV IN=269.60'
26
P
" RC
15
48"
P
262.06
CB INV TOP= OU 26 T= 3.7 25 8' 9.6 4'
NC
CB INV TO OU P=26 T= 4.6 26 2.6 6' 4' CE OFFI 1 S MTL
12" RCP
15"
TW:264.65 BW:261.42
TW:263.50 BW:261.70
CB INV TO OU P=26 T= 4.8 25 2.5 9' 2'
.36' INV IN=266 STO NE CHA WAL NNEL L STO NE CHA WAL NNEL L
261
TW:266.49 BW:264.99
% 8.3
TW:266.41 BW:264.91
%
TOP=264.69' INV IN=258.23' INV OUT=258.05'
DI IN TO P= IN V IN 26 V OU =261 5.56' T= .79 26 ' 1.7 6'
8.3
P
TW:263.50 BW:262.00
" RC
TW:264.65 BW:263.15
15" RCP
CP
12
12"
TW:264.65 BW:263.25
BS: 262.00
15" RC P
CO
DI INV TO P= IN IN= 26 V INV IN 261.84.2 INV IN= =259 8' 8' OU 26 .29 (E) T= 2.36' ' (S W) 25 9.2 (W) 1' (N W)
TS: 266.50
TW:263.66 BW:262.16
CB INV TOP= INV IN= 263 OU 259.5 .72 ' T= 25 7' 9.5 7'
DI INV TOP= INV IN= 26 OU 259.22.76' T= 25 7' 8.6 5'
DI TOP=262.48' INV IN=258.31' INV OUT=258.29'
TW:267.75 BW:266.25
P
P
TW:266.59 BW:265.09
RC
" RC
TW:268.00 BW:266.50
18"
15
262.30
TW:264.04 BW:262.54
262
PIGEON HOUSE BRANCH
262.54
TW:268.00 BW:266.50
INV IN=261.71'
%
266.62 FFE:262.56
INV IN=260.41'
8.3
TW:275.00 BW:273.00
TW:267.99 BW:266.49
24"
TW:268.00 BW:266.50
DI TOP=262.42' INV IN=262.50' INV IN=257.32' (S) INV OUT=257.14'
24" RCP
TS:273.00 TW:270.00
CONC SIDEWALK
CP#14
1 TW:265.54 BW:264.04
264
INV IN=263.27'
8.3%
2.9 %
RCP
30" RCP
2.9%
2 26
TW:268.00 BW:266.50
BS:268.00 TW:269.10 BW:267.60 TW:270.00 BW:268.00
8.3%
26
24"
265
2%
6%
268.00
DI TOP=262.65' INV IN=257.40' INV OUT=257.36'
266
TW:267.78 BW:266.28 TW:267.88 BW:266.38
TW:269.40 BW:267.20
MH COVER=263.61' SLAB=263.19' WEIR=262.05' INV IN=256.80' (S) INV IN=256.92' (E) INV OUT=256.62' (W) INV OUT=255.04' (8")
30" RCP E.O.I.
3
26
TW:268.00 BW:264.50
8.3%
264.20
P
RC
259 MHST TOP=271.61'
TW:261.00 BW:252.00
MHST TOP=271.61' INV OUT=266.40'
TOP=274.58'
KEY PLAN
252.00
2%
TW:261.00 BW:248.00
8
24
LEGEND: EXISTING FID INDEX CONTOUR
4%
CREEK 2%
252 251 250
EXISTING CONTOUR
249
PROPOSED CONTOUR
263.50
26
FFE TS BS TW BW CB
2%
2%
2
1 26
LIMIT OF WORK
2%
3 26 3%
NOTES: 1.
264
263
2%
3%
2. 1.7
%
2%
265
3.7
%
SHOULD SITE CONDITIONS CHANGE, OR IF DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR A WRITTEN DETERMINATION PRIOR TO PROCEEDING WITH ANY AFFECTED WORD. ALL SPOT GRADES AT THE EDGE OF PAVEMENTS SHALL REPRESENT THE PAVEMENT GRADES, NOT ADJOINING LANDSCAPE. ELEVATIONS SUPPLIED FOR CATCH BASINS OR AREA DRAINS ARE INDICATED FOR TOP OF GRATE AND TOP OF COVER FOR MANHOLES OR JUNCTION BOXES.
2%
262
1%
2%
FINISHED FLOOR ELEVATION TOP OF STAIRS BOTTOM OF STAIRS TOP OF WALL BOTTOM OF WALL CATCH BASIN
0 5
10
20
40
80 FEET
N: 743603.7417 742828.7607 E: 2106072.3057 2108944.9906 1.00 6.00
.57 51
1.50
46
23
1
.32
.95
44
8
20
.00
N: 743209.4621 742713.5962 E: 2109339.2703 2105957.1412
.47
.66
7.1
59
.85
1
40
0 0
0 20.
.00
0 2.0
47 28.
00 20.
0 4.8
N: 743485.3391 742623.7520 E: 2109063.3933 2105867.2970
67 R43 .
N: 743421.7023 742642.3018 E: 2109127.0300 2105885.8468 98
L9.2
PRIMARY PATH AND PLAZA LAYOUT PLAN
. 14
1
N: 743257.4916 742641.4548 E: 2109291.2408 2105884.9998
N: 743295.2805 742640.3135 E: 2109253.4518 2105883.8585
CREEK
R75.60
14
72 17.
6.0
N: 743483.2380 742654.0924 E: 2109065.4943 2105897.6374
9 10.2
6 .1 50
LEGEND:
00
N: 743426.0812 742613.7003 E: 2109122.6512 2105857.2453
. 72
R66.36
N: 743471.1722 742615.7338 E: 2105859.2788 2109077.5602
0
50
1.
N: 743222.7022 742606.1120 E: 2105849.6570 2109326.0301 POB
9.5 2
5 1.
N: 743641.6292 742608.6272 E: 2108907.1031 2105852.1722
N: 743197.7928 742671.1265 E: 2109350.9396 2105914.6715
0
N: 743299.7490 742653.0477 E: 2109248.9834 2105896.5927
10
.00
12
10
20
N: 743352.1547 742688.4406 E: 2109196.5776 2105931.9856 80 42.
N: 743195.4424 742692.1826 E: 2109353.2899 2105935.7276
4.0
0
3.0
6
.00
.45
N: 743271.7296 742724.6732 E: 2109277.0027 2105968.2182
29
.00
42
.85
0 1.5
20
R3.0 0
N: 743432.9280 742695.2039 E: 2109115.8043 2105938.7489
4
7.3
4.0
41 .95
.10 35
R6.00
L9.0
8.3
8 3.3
.00
12
13
0
0 1.0
.50 40
.26
PRIMARY PATH AND WATERFRONT STEPS LAYOUT PLAN
6
N: 743461.8318 742736.0030 E: 2109086.9005 2105979.5480
0
0
4.5
3 6.7
72
N: 743367.6494 742741.4499 E: 2109181.0830 2105984.9949
.3 22
0 7.5
1
1
5 0.2
7.5
1.0
.00 10
.15
2.50
N: 743437.7846 742753.0390 E: 2109110.9478 2105996.5841
32.00 .00 R3
7.5
.31 99
80
0
1
7
N: 743634.5700 742741.3608 E: 2108914.1623 2105984.9058
2
.1 16
.00
SMALL PLAZA ENTRANCE LAYOUT PLAN
L9.1
0 6.2
7.5
.50
20
7.50
1.00
7.50
7
0 6.0 0 4.0
2.50
5.81
2.00
1.98 1
0 2.0
1
.5
16
N: 743396.5532 742782.2491 E: 2106025.7941 2109152.1792
R54.
N: 743453.2572 742774.8794 E: 2106018.4245 2109095.4751
5
5
.09 13
6
32.59
N: 743630.1020 742759.6144 E: 2106003.1594 2108918.6303
.35 16
63
.0 0 R6
.47
N: 743527.4251 742773.9243 E: 2106017.4693 2109021.3072
0 .0 R6
.6
20
19 19.40
N: 743577.5054 742787.7318 E: 2106031.2769 2108971.2269
N: 743472.4691 742801.9980 E: 2109076.2632 2106045.5430
7
N: 743546.5436 742776.9067 E: 2106020.4517 2109002.1888 N: 743542.7666 742772.9324 E: 2109005.9658 2106016.4774
.08 23
.00 10
.83 27
0 3.0 0 1.0
31.15
N: 743589.4982 742806.7629 E: 2108959.2341 2106050.3079 N: 743580.8133 742790.5610 E: 2106034.1060 2108967.9190
N: 743380.6658 742793.5043 E: 2109168.0666 2106037.0493
N: 743542.4293 742825.0527 E: 2106068.5977 2109006.3031
3.00
12.80
21.68
N: 743593.5871 742809.8071 E: 2108955.1453 2106053.3521 .00 R6
N: 743415.3503 742842.4633 E: 2106086.0083 2109133.3820
3.00
3 .0
1.50
N: 743527.1855 742845.4753 E: 2109021.5468 2106089.0203
1.00
0
5.84
.06 27
N: 742588.4085 743558.0442 E: 2108990.6882 2105831.9535
TPOB TRUE POINT OF BEGINNING
N: 743244.7734 742589.0029 E: 2109303.9590 2105832.5479
LIMIT OF WORK
LAWN
0
57.1477
N: 743478.0252 742579.9062 E: 2109070.7071 2105823.4512
POINT OF BEGINNING
1.5
NOTES: 1. 2.
ACTUAL FIELD CONDITIONS MAY VARY FROM EROSION AND TREE PROTECTION ON THE PLAN. THE CONTRACTOR SHALL FIELD VERIFY ACTUAL SITE CONDITIONS PRIOR TO COMMENCING WORK.
116.0615 N: 743698.7769 742492.5657 E: 2108849.9555 2105736.1107 TPOB: THE INTERSECTION POINT OF THE CENTERLINES OF N WEST ST AND DORTCH ST
N: 743305.1637 742490.1763 E: 2105733.7213 2109243.5687 0 5
10
20
1 INCH = 20 FEET
40
80 FEET
(2)CC
26
(2)AA
7
(5)UP
6 26
(4)LI 26
268
6
5 26
266 (2)CC MEADOW
(1)CC
264
1
(7)VP
(1)MGA
(13)JV
(2)LI
L8.1
267
(16)RK 3
8 26
(1)QN
(37)LDC
266
L8.1
(6)AA
(17)IVR 266
3
26
(3)UP
(1)MGA 2 26
264
(17)PA
26
1
263
(28)RK (6) CL
(3)IO
MEADOW
265 (1)MGA
(2)LI
262
(2)VP (7)ARX
(48)RK (10)IVR
(75)LDC
(2)QL
261
(47)PA
(1)CA (44)LDC (34)PA
(1)PY
(244)IV
259
(5)AB
26 2
MEADOW 4
CREEK
L8.1 (154)PV 8
24
252 251 250
2 L8.1
(8)AAB
249 2 26
(1)UA
1 26
(1)QL
(188)PV 3
26
(176)CS (360)EMA MEADOW
262 264
263
265
(8)UA
0 5
10
20
1 INCH = 20 FEET
40
80 FEET
(5) UA
PLANT LIST TREES
RUBBER HOSES GUY ROPES (2 PER TREE) FLAG
CUT AND REMOVE TOP RINGS OF WIRE BASKET AND BURLAP 3" DOWN SIDES OF ROOT BALL IMPORTED TOPSOIL AMENDED AS PER SPECS AND MOUNDED 1'-0" TO 1'-6" ABOVE PLAZA SURFACE
CAL/RT
MIN HT.
MIN SPR
NOTES
B&B MIN. 3 STEMS
12
6'
MULTI-STEM
4" CAL.
14'
8'
SINGLE STEM
MIN. 3 CANES
12'
6'
MULTI-STEM
PATRIOT MAPLE
6" CAL. B&B
20'
12'
SINGLE STEM
CARYA AQUATICA
WATER HICKORY
4" CAL
14'
8'
SINGLE STEM
6
CERCIS CANADENSIS
EASTERN REDBUD
MIN. 3 CANES
12'
6'
MULTI-STEM
CL
6
CLADRASTIS LUTEA / KENTUKEA
YELLOWWOOD
3 21" CAL.
12'
6'
SINGLE STEM
MISS HELEN AMERICAN HOLLY
B&B
12'
6'
FULL TO GROUND
EMERALD SENTINEL CEDAR
B&B
12'
6'
FULL TO GROUND
MIN. 3 CANES
12'
6'
MULTI-STEM
KEY
QTY.
AA
8
AAB
8
AUTUMN BLAZE RED MAPLE
AB
5
AERYN TRIDENT MAPLE
ARX
7
ACER RUBRUM 'PATRIOT'
CA
1
CC
BOTANICAL NAME
COMMON NAME
AMELANCHIER ARBOREA
COMMON SERVICEBERRY
HARDWOOD STAKE (2 PER TREE) AERATION TUBE
IO
3
JV
13
PLAZA
LI
8
WILLIAM TOOVEY CRAPE MYRTLE
MGA
2
ALTA SOUTHERN MAGNOLIA
B&B
14'
8'
FULL TO GROUND
PY
1
DAYBREAK YOSHINO CHERRY
MIN. 3 CANES
14'
6'
MULTI-STEM
QL
3
HIGHBEAM OVERCUP OAK
4" CAL.
14'
8'
SINGLE STEM
QN
1
QUERCUS NUTTALLI
NUTTALL OAK
4" CAL.
14'
8'
SINGLE STEM
UA
14
ULMUS AMERICANA 'PRINCETON'
PRINCETON AMERICAN ELM
6" CAL. B&B
22'
12'
SINGLE STEM
UP
8
BOSQUE LACEBARK ELM
4" CAL.
14'
96
SINGLE STEM
STRUCTURAL SOIL FOR FLATBOTTOM TREE ROOTBALLS, REST ON UNDISTURBED PEDESTAL
SHRUBS
SUPPORT ROOTBALL W/ COMPACTED EARTH SET BALL 1/4-1/3 ABOVE PROPOSED GRADE W/ RESPECT TO DRAINAGE CONDITIONS. REST BALL ON UNDISTURBED SUBSOIL
EXTEND STRUCTURAL SOIL BEYOND PAVING EDGE TYP.
CS
352
ALLEMANS REDOSIER DOGWOOD
5 GAL.
30'
24"
48" O.C.
IVR
17
RED SPRITE WINTERBERRY
5 GAL.
2'-6"
2'
42" O.C.
RK
92
KNOCKOUT ROSE
5 GAL.
21"
24"
36" O.C.
VP
19
PRAGUE VIBURNUM
7 GAL.
5'
3'
5' O.C.
JOE PYE WEED
1 GAL.
18"
18"
2'-6" O.C.
VIBURNUM X PRAGENSE
GRASS/PERENNIAL TREE IN PLAZA 1 L8.1 NOT TO SCALE
EMA
360
IV
244
IRIS VIRGINICA
BLUE FLAG IRIS
1 GAL.
12"
10"
2' O.C.
LDC
170
LAVANDULA DENTATA CANDICANS
FRENCH LAVENDER
1 GAL.
18"
8"
36" O.C.
PA
104
PENNISETUM ALOPECUROIDESS
DWARF FOUNTAIN GRASS
1 GAL.
18"
8"
36" O.C.
PV
342
19 PLUGS
12"
8"
2'O.C.
RED SWITCHGRASS
RUBBER HOSES GUY ROPES 3 PER TREE
CUT AND REMOVE TOP RINGSOF WIRE BASKET AND BURLAP
FLAG
3" MULCH
STAKES
ROTOTILLED NATIVE SOIL AMENDED AS PER SPECS
RIPPED SUBSOIL
FOR FLATBOTTOM TREE ROOTBALLS, REST ON UNDISTURBED PEDESTAL
4" SOCK PIPE(SEE PLAN) SUPPORT ROOTBALL W/ COMPACTED EARTH
TREE IN LAWN 2 L8.1 NOT TO SCALE
SET BALL 1/4-1/3 ABOVE PROPOSED GRADE W/ RESPECT TO DRAINAGE CONDITIONS. REST BALL ON UNDISTURBED SUBSOIL
ROTOTILLED NATIVE SOIL AMENDED AS PER SPECS
SAUCER AROUND PIT (DELETE WITH IRRIGATION) CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL
SET ROOTBALL 1/21/3 ABOVE PROPOSED GRADE ACCORDING TO SPECIES AND DRAINAGE CONDITIONS, CONSULT LANDSCAPE ARCHITECT 3" MULCH
FINISHED GRADE
PLANT GROUNDCOVER THROUGH MULCH
2" MULCH 6" ROTOTILLED NATIVE SOIL AMENDED AS PER SPECIFICATIONS
RIPPED SUBSOIL UNDISTURBED SOIL
RIPPED SUBSOIL UNDISTURBED SOIL SHRUB 3 L8.1 NOT TO SCALE
GROUNDCOVER PLANTING 4 L8.1 NOT TO SCALE
1
PA
0 2.0 0 7.5
PA
0 7.5
3" MIN. SINGLE WIDTH CAP STONE ON FINAL COURSE SET ON 34 " MORTAR BED 6X6 W1.4 X W1.4 WWF 6" CONCRETE (2" CLEAR) CONCRETE 4' X 6" TREAD/RISER TYPICAL
6.0
0
20' 0 6.0
0 4.0
20'
2
MATCH LINE
R26.20
0 4.0
0 4.0 0 4.0
1
00
8'
7' 6"
7'
6" CONCRETE FOOTING
20. 00
20.
4" CONCRETE 6X6 W1.4 X W1.4 WWF (2" CLEAR) 6" ABC GRAVEL CREEK
8" COMPACTED SUBGRADE
2 1 L9.0
PRIMARY PATH AND WATERFRONT STEPS LAYOUT PLAN
2 L9.0
1" = 8'
2'
3" MIN. SINGLE WIDTH CAP STONE ON FINAL COURSE SET ON 34 " MORTAR BED
PLANT BED
SECTION 2 - 2 1" = 4'
6X6 W1.4 X W1.4 WWF (2" CLEAR) 6" CONCRETE
1 2
1 2 1 2
" EXPANSION JOINT 8" X 12" THICKENED EDGE
" EXPANSION JOINT
4'
" X 6" SMOOTH DOWEL GREASE AND WRAP ONE END 36" OC
4' X 6" TREAD/RISER TYPICAL 6"
#4 BAR EA. TREAD (1" CLEAR)
12"
1% SLOPE
6" 6"
CONCRETE 6X6 W1.4 X W1.4 WWF (2" CLEAR)
4"
4" 6" CONCRETE FOOTING
8" ABC GRAVEL
8'
COMPACTED SUBGRADE 4" CONCRETE
6X6 W1.4 X W1.4 WWF (2" CLEAR)
10"
6" ABC GRAVEL
8" COMPACTED SUBGRADE 10"
3 L9.0
SECTION 1 - 1 1" = 1'
5"
4'
5"
PA
2 L9.1
1
1 2
" EXPANSION JOINT
16"
BRICK PAVING
1% SLOPE
2 41 " BRICK ON EDGE ON 34 " MORTAR BED
1" 52
2'
BRICK PAVING
1' 6" TYP
2' 6" 2'
PA 2'
6"
1'
2' 6"
6'
6" ABC GRAVEL COMPACTED SUBGRADE
1 6"
1'
6"
PA
1 L9.1
SMALL PLAZA ENTRANCE LAYOUT PLAN
2 L9.1
1" = 4'
BRICK STEPS 1" = 1'
1'
1 2
" EXPANSION JOINT BRICK PAVING
1'
2'
1' 6" ABC GRAVEL
3" MIN. SINGLE WIDTH CAP STONE ON FINAL COURSE SET ON 34 " MORTAR BED
COMPACTED SUBGRADE 1 2
" EXPANSION JOINT 8" X 12" THICKENED EDGE
PLANT BED
6X6 W1.4 X W1.4 WWF (2" CLEAR) 6" CONCRETE
1'
1'
8" ABC GRAVEL COMPACTED SUBGRADE 3 L9.1
SECTION 1 - 1 1" = 1'
1 0
PA
7.5
0
6.0
0.5
0
6.5 0
0.1
0.3 7 3
2 L9.3
8" X 12" THICKENED EDGE
0 2.0 2.0
0 2.0
6X6 W1.4 X W1.4 WWF (2" CLEAR)
0 2.0
6" CONCRETE
0 1 2 1 2
" EXPANSION JOINT
1 2
" X 6" SMOOTH DOWEL GREASE AND WRAP ONE END 36" OC
" EXPANSION JOINT
6" X 8" THICKENED EDGE
1 21 " FLAGSTONE WITH SAND SWEPT JOINTS 1" MORTAR SETTING BED 4" CONCRETE 6" ABC GRAVEL
COMPACTED SUBGRADE CREEK PA
1
1 L9.2
PRIMARY PATH AND PLAZA LAYOUT PLAN
2 L9.2
1" = 4'
CONCRETE PAVING AND STONE PAVING 1" = 1'
1 21 " SQUARE STEEL BAR POSTS
ESCUTCHEON PLATES (TYP.) 1 2
" EXPANSION JOINT
8" X 12" THICKENED EDGE
6X6 W1.4 X W1.4 WWF (2" CLEAR) 6" CONCRETE 1 2 1 2
" EXPANSION JOINT
" X 6" SMOOTH DOWEL GREASE AND WRAP ONE END 36" OC
4"
PLANT BED
8" ABC GRAVEL EXTEND 3' BEYOND EDGE 13' CONCRETE 6X6 W1.4 X W1.4 WWF (2" CLEAR)
COMPACTED SUBGRADE 4" CONCRETE 6X6 W1.4 X W1.4 WWF (2" CLEAR)
12" ABC GRAVEL
2' 1' 1'
2" 6" ABC GRAVEL 8" COMPACTED SUBGRADE
1'
3 L9.2
SECTION 1 - 1 1" = 1'
1'
3" 1'
1'
COMPACTED SUBGRADE
1'
1' 9'