inv. in (w)=37.75' ofalexan leslie ave. ty dric avirginia ... revised plan.pdf · prop....
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EX. C
ON
CRET
E ALLEY
DUNCAN AVE.
LESLIE AV
E.
YM
CA
PARK
ING
LOT
EX. C
ON
CRET
E WA
LK
BENC
H
EX. 4' CONCRETE WALK
EX. CONCRETE WALK
12"
EX. FH16"
WVWV WV
WV
26"
2"
6"
4"4"
12"
6"
8"
4"
24"4"
5" 3"
WM
10"12"
4"
WMWMWM
EX. GAS VALVEWM
10"10"
10"2"
36"
28"
18"
10"
6"
10"5"
10" 10"10"
30"
10"
18"
15"
10"
10"
12"12"
24"
6"
6"
6"
6"
3"
3"
38"
6"4"
4"
SHRUB
10"
3"
4" 6"3"
4"
4"
8"
10"
5"
6"
2X4"
6"
4"
8"
10"
6"
12"
6"
4"
EX. IRRIGATION VALVE
LT
12"6"
6"
12"
6"
5"
WV
36"
10"
3"6"
3"
3"4"
3"
4"
8"
6"
6"
6"
6"
10"
3"
5"5"
12"
18"
16"WV
WV
4"
12"
5"
WV
6"
8"4"
8"
IPF
46
46
46
47
47
48
47
46
46
46
45
44
43
4241
43
44
45
46
44
44
45
43
43
44
44
44
45
46
47
47
44
45
44
45
44
43
4746
45
44
47
4644
45
43
44
244.45' - EX. 10" SAN SWR @0.5% (CITY OF ALEXANDRIA)
EX. SAN. MHTOP= 43.61'
INV. IN (N)=32.65'INV. IN (E)=32.41INV. OUT=32.41'
EX. SAN. MHTOP= 40.51'INV. IN (N)=31.53'INV. IN (E)=31.21INV. OUT=31.06'
EX. STM MHTOP= 42.44'INV. IN= 33.28'INV. OUT= 33.26'
EX. STM MH ST2TOP= 42.43'
INV. IN (N)= 33.29'INV. IN (E)= 34.59'INV. OUT= 33.17'
EX. CURB INLET ST4TOP= 42.64'
INV. IN = 39.32'INV. OUT= 38.62'
16.28' - EX. 12" RCPSTM SWR @ 3.93%
100.87' - EX. 27" STM SWR @0.36% (CITY OF ALEXANDRIA)
EX. STM MH ST1TOP= 40.37'INV. IN (N)= 33.89'INV. IN (E)= 32.81'INV. OUT= 32.85'
EX. GRATE INLETTOP= 45.67'INV. OUT= 43.02'
EX. CURB INLETTOP= 43.05'INV. OUT= 35.87'
EX. STM MHTOP= 43.60'
INV. IN (E)= 35.30'INV. IN (S)= 35.22'INV. OUT= 35.18'
23.05' - EX. 21" RCP STM SWR @ 2.47%
INV. IN (W)=37.75'INV. IN (S)=38.38'INV. OUT=37.72'
EX. TENNIS COURTS
EX. BOLLARDS
EX. BOLLARD
EX. GRATE INLETTOP= 45.54'INV. OUT= 44.30'
40.27' - 24" RCP STM SWR @ 0.79%
SHRUB
SHRUB
45
EX. WATER METER
EX. IRRIGATON BOX
EX. BASEBALL FIELD
EX. ELEC. MH
EX. STADIUM LIGHT
EX. SCOREBOARD
EX. CHAINLINK FENCE
EX. 3' CHAINLINK FENCE
EX. GAS VALVE
23.28' - EX. 27" RCP STM SWR @ -0.1% (CITY)
31.90' - EX. 12" RCP STM SWR @ 12.63% (CITY)
EX. UTILITY BOW LIDTOP= 45.60'
EX. NO PARKING SIGN
EX. MHTOP= 45.08'
EX IRRIGATION CNTRL
EX. ELEC. BOX
EX. STADIUM LIGHT
EX. BLOCKRETAINING WALL
EX. TIMBER RETAINING WALL
EX. STADIUM LIGHT
EX. ELEC. BOX
EX. ADA RAMP
EX. ADA RAMP
EX. ADA RAMP
EX. IRRIGATION VALVE
EX.ADARAMP
APPR
OX. LO
C. EX
. 12" W
ATER
MA
IN (V
A A
M W
ATER
)
EX. CURB INLET ST5TOP= 42.69'
INV. OUT= 39.96'
EX. WOODCHIP PLAY AREA
APPROX. LOC EX. GAS LINE (WASH GAS)
PR
O
P. F
EN
C
E
PROP. FENCE
PR
O
P. M
AIN
TE
NA
NC
E R
O
AD
PROP. BOULDER (TYP)
PROP. GRAVEL
PAVE
SHOULDER 2' WIDE
SHALLOW SWALE 4"
DEEP & 2' WIDE
EX. MEMORIAL TREE
(TYP)
BOLLARD (3)
PR
O
P. O
R
N
AM
EN
. T
R
EE
(T
YP
)
PROP. CONC. SEAT
WALL W/COLUMNS
PROP. CONC.
SEAT WALLS
SET IN BERM
PROP. WILLOW TUNNEL
EX. MEMORIAL TREE
REDBUD (TREE PROTECTION)
EX. TREE
(TYP)
PROP. SHADE TREE
(TYP)
PROP. STONE DUST
PROP. PUBLIC
ART SCULPTURE
(BY OTHERS)
PROP. HARDWOOD LOG
OBSTACLE COURSE
PROP. GATE
(BY OTHERS)
PROP. BENCH (TYP)
PROP. SHRUB
BORDER (TYP)
46
45
46
47
45
46
47
PROP. BIKE RACK
PROP. FREE-
STANDING
SLIDE
PROP. SWINGSET
PROP. MERRY GO ROUND
PROP. PARKOURSTRUCTURE
PROP. STEPPING STONES (TYP)
PROP. CHILDREN'S GARDEN
PROP. CONC SEAT
WALL
6.0
'
5.3
'
11.0'
10.3'
PROP. DRINKING FOUNTAIN
1/2" TYPE K COPPER PIPE,
CONN. TO EX. WATERVALVE
PROP. 18" RND GRATE INLETTOP= 45.00'INV. OUT= 42.70'
+6
45
+5
45
PROP. INV. IN.=
0+00
.00
1+00.00
1+66.19+
545
+245
+5
45
+5
45
PROP. PAVERS AND EDGINGTO MATCH EX. GRADE
+ 645
+4
45
+944
+3
43
+
+8
42
+42.29+42.51
+
742
+43.01
+43.03
+43.31
REPLACE RAMP W/NEW 4' SIDE WALK, &
CURB. BRING LANDSCAPE STRIP TO EX
GRADE. CURB & SIDEWALK TO MEET
EXISTING GRADE AT BOTH ENDS.
PROP. TURF REINFORCEMENT GRID TO BE
PLACED ALONG THE PROPOSED 6' WIDE
PATH 20" WIDE ON NORTH SIDE, 10" WIDE
ON SOUTH SIDE
MEET EX. GRADE
MEET EX. GRADE
+++
942
+842
43.66 +
+43.94 +44.10
+44.52
PROP. CSER-1 ENTR11' WIDE
11.0'+
745
47
+
845
+147
+4
47
+3
47
47
+47.04MEET EX. GRADE
+
147
+6
47
+6
47
+
547
+4
47
+2
47
+2
47
PROP. UNDERDRAIN INV.= 46.25'
PROP. UNDERDRAININV. OUT= 45.20'
PROP. 4" SCH 40 PVC UNDERDRAIN
PROP. UNDERDRAININV.= 45.25'
46
+ 742
+ 043
+
943
+
544
+3
45
+9
44
+9
44
+1
45
+1
45
+5
43
+443
PROP. 4" SCH 40 PVC PERF UNDERDRAIN
PROP. 4" HDPE PERF UNDERDRAIN
PROP. 4" SCH 40 PVC PERF UNDERDRAIN
+ 143
+9
42
+9
42
+2
43
+3
43
+4
45 +4
45
PROP. 16.28' -15" RCP @ 3.93%
PROP. 130.0' -8" SDR26 PVC @ 1.92%C/O
C/O
CONN. UNDERDRAIN
SHALLOW SWALE 4"
DEEP & 2' WIDE
BM#1 SAN MH
TOP= 43.61'
BM#2 SAN MH
TOP= 40.51'
PROP. BMP SIGN
PROP. BMP SIGN
PROP. BMP SIGN
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/OC/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
PROP. WATER FOUNTAIN DRYWELLSEE DETAIL 3 ON SHEET L-508PROP. 9' 3" SDR 26 PVC PIPE
CONN. UNDERDRAINTO 8" PIPE
PROP 4" CONC.
HEADER
C/O
PROP. BMP SIGN
+
547
+5
47
C/O
S
t
e
p
s
F
irs
t s
te
p
fo
r c
lim
b
e
rs
T
ra
n
s
fe
r p
la
tfo
rm
T
ra
n
s
fe
r s
u
p
p
o
rt lo
o
p
4
9
"
H
P
la
tfo
rm
P
ie
r 1
P
ie
r 2
P
ie
r
3
8
9
P
ie
r 4
P
ie
r 5
P
ie
r 7
P
ie
r
8
P
ie
r 9
P
ie
r 1
0
P
ie
r 1
1
P
ie
r 1
2
P
ie
r 1
3
P
ie
r 1
4
P
ie
r 1
5
P
ie
r 1
6
P
ie
r
6
APPROX. LOCATION PROP.
BACKFLOW PREVENTER, SEE
DETAIL 4 & 5 ON SHEET 31,
FIELD VERIFY
FIELD ADJUST
UNDERDRAINS AS
NECESSARY TO
AVOID FOOTINGS
288
280
LCG
LEGEND
LIMITS OF CLEARING & GRADING
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
EXISTING EDGE OF PAVEMENT
EXISTING OVERHEAD UTILITYOHW
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR280
EXISTING SANITARY
EXISTING TREE LINE
PROPOSED SANITARY LINE
PROPOSED WATER LINE
PROPOSED STORM WATER PIPE
EXISTING STORM WATER PIPE
PROPOSED SPOT ELEVATION
PROPOSED CONTOUR282
EXISTING WATER LINE
PROPOSED TREE LINE
+8
10
280
SCALE: 1" = 20'
604020020
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SOLIC
ITAT
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NO.:
FILE
NAM
E:
DWN
BY:
CKD
BY:
DESI
GNED
BY:
DESC
RIPT
ION
D
C
A
B
MARK
APPR
.
DATE
:
FILE
NUM
BER:
SIZE
:
SUBM
ITTE
D BY
:
PLOT
SCA
LE:
PLOT
DAT
E:
DATE
CONT
RACT
NO.
:
SHEETIDENTIFICATION
CITY
OF
ALEX
ANDR
IAVI
RGIN
IA
NOT
FOR
CONS
TRUC
TION
SIMP
SON
PLAY
GROU
ND +
PAS
SIVE
LAW
N RE
NOVA
TION
421 E
. MON
ROE
AVEN
UE
5 JUL
Y 20
17
ANSI
D
LA
RD
NE
R/K
LE
IN
LA
ND
SC
AP
E A
RC
HIT
EC
TS
, P
C
81
5 N
orth
R
oya
l S
tre
et., S
uite
2
00
Ale
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, V
irg
in
ia
2
23
14
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3.7
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SHEET 14 OF 31
07/05
/2017
ALEX
ANDR
IA, V
A 22
301
KES
L/KLA
EBL
L/KLA
DOMINION
SURVEYORS INC.
8808-H Pear Tree Village Court
Alexandria, Virginia 22309
Phone: (703) 619-6555
Facsimile: (703) 799-6412
Goquinn@DominionSurveyors.com
- PROPOSED PERVIOUS PAVERS
- PROPOSED LAWN AREA
- PROPOSED WOOD MULCH AREAS
- PROPOSED POURED IN-PLACE RUBBER PLAYSURFACE W/ UNDERDRAIN AND OPEN AGG.RESERVOIR BASE
- PROPOSED ENGINEERED WOOD FIBER SURFACE
- PROPOSED CONCRETE SURFACE
- PROPOSED STONE DUST
- PROPOSED BENCH
- PROPOSED ADA ACCESSIBLE PICNIC TABLE
- PROPOSED PICNIC TABLE W/ UMBRELLANO CONCRETE
- PROPOSED ADA ACCESSIBLE PICNIC TABLE
- PROPOSED SHADE TREE11 TOTAL (SEE SHEET L-106 FOR PLANTINGLOCATIONS)
- PROPOSED ORNAMENTAL TREE8 TOTAL (SEE SHEET L-106 FOR PLANTINGLOCATIONS)
Approved Date Director of Transportation and Environmental Services
Director of Recreation, Parks and Cultural ActivitiesApproved Date
CITY
OF ALEXANDRIA
VIRGINIA
C-101
GR
AD
IN
G P
LA
N
EXISTING CONDITIONS SURVEY NOTES 1. HORIZONTAL DATUM NAD83 VERTICAL DATUM NAVD88
2. UTILITY INFORMATION, AS SHOWN ON THE PLAN, IS TAKEN FROM THE RECORDDRAWINGS AND/OR FIELD SURVEY COMPLETED BY THE CITY OF ALEXANDRIA; ANDCANNOT BE GUARANTEED. FOR EXACT LOCATIONS OF EXISTING UNDERGROUNDUTILITIES, NOTIFY "MISS UTILITY" AT 1-800-257-7777 OR 811, 72 HOURS BEFORE THESTART OF ANY EXCAVATION OR CONSTRUCTION. THE CONSTRUCTION WORKERSAND CONTRACTOR(S) ARE ENCOURAGED TO VISIT DOMINION VIRGINIA POWER WEBSITE AT WWW.DOM.COM(KEYWORD SAFETY) FOR ADDITIONAL SAFETY INSTRUCTIONS.
3. LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES TO BE VERIFIED BYCONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR/ENGINEER SHOULD DIGTEST PITS BY HAND AT ALL UTILITY CROSSINGS TO VERIFY EXACT LOCATION.
4.5. THE BOUNDARY INFORMATION FOR THE SUBJECT SITE IS BASED ON THE BOUNDARY
SURVEY PROVIDED BY THE CITY OF ALEXANDRIA, IN ACCORDANCE WITH THEREQUIREMENTS OF VIRGINIA ASSOCIATION OF LAND SURVEYORS.
*PER MEMORANDUM TO INDUSTRY, JULY 20, 2005; THE PLAN SHALL BE PREPARED USING VIRGINIA STATE PLANE(NORTH ZONE) COORDINATES BASED ON NAD 83 AND NAVD 88; HOWEVER IF DRAWINGS WERE PREPARED USINGNORTH AMERICAN DATUM OF 1927 (NAD 27) AND NORTH GEODETIC VERTICAL DATUM OF 1929 (NVGD 29) THENTHE AS-BUILT DRAWINGS SHALL PROVIDE A CONVERSION TABLE OF SANITARY AND STORM SEWER DATA IN THENAD 83 AND NAVD83 DATUMS.
ARCHAEOLOGY NOTES
1. THE APPLICANT/DEVELOPER SHALL CALL ALEXANDRIA ARCHAEOLOGY IMMEDIATELY(703-746-4399) IF ANY BURIED STRUCTURAL REMAINS (WALL FOUNDATIONS, WELLS,PRIVIES, CISTERNS, ETC.) OR CONCENTRATIONS OF ARTIFACTS ARE DISCOVEREDDURING DEVELOPMENT. WORK MUST CEASE IN THE AREA OF THE DISCOVERY UNTIL ACITY ARCHAEOLOGIST COMES TO THE SITE AND RECORDS THE FINDS. (ARCHAEOLOGY)
2. THE APPLICANT/DEVELOPER SHALL NOT ALLOW ANY METAL DETECTION TO BECONDUCTED ON THE PROPERTY, UNLESS AUTHORIZED BY ALEXANDRIA ARCHAEOLOGY.(ARCHAEOLOGY)
IMPERVIOUS AREA SUMMARY
EXISTING IMPERVIOUS AREA
EX. SIDEWALK 405 SF
EX. CURB & GUTTER 105 SF
EX. GRAVEL PATH 6546 SF
TOTAL 7056 SF
PROPOSED IMPERVIOUS AREA
PROP. PERMEABLE PAVER TRAIL 5189 SF
EX./PROP. SIDEWALK 371 SF
EX./PROP. CURB &GUTTER 105 SF
PROP. PICNIC TABLE SLABS 325 SF
PROP. STONE DUST 138 SF
PROP. WALLS 115 SF
TOTAL 6243 SF
1. RES
PON
D C
ITY C
OM
MEN
TS
DA
TED
1/2
3/1
72/2
2/1
7
PERVIOUS PAVER NOTES
1. THE INSTALLATION OF THE PERVIOUS PAVERS SHALL BE INSPECTED BY THEOWNER'S ENGINEER. THE OWNER'S ENGINEER SHALL CERTIFY THAT THEPAVERS HAVE BEEN INSTALLED PER PLAN AND WILL FUNCTION PER DESIGNSPECIFICATIONS.
- EXISTING TREES TO REMAIN11 TOTAL
2. RES
PON
D C
ITY C
OM
MEN
TS
DA
TED
4/1
8/1
75/9
/17
0000
0539
1612
51-0
0
3. U
ND
ERD
RA
IN A
ND
PLA
YG
RO
UN
D A
DJU
STM
ENTS
7/2
6/1
8
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