HomeMy WebLinkAboutSDP201600058 Plan - Revision 2020-12-28 (7)I1 I 1 1 1 1 I I
` �► I
♦- j
1 WOOD FENCE DETAIL
—.. SCALE: NTS
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED. RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS. AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
FALLING ROPES. REMOVE
BURLAP OR \ARE BASKET FROM
TOP Ya OF BALL IF CONTAINER
GROWN. REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
12 TREE PLANTING DETAIL
—20 SCALE: NTS
ticket shall face away
12
TYP r
rom storage area and
iWill
RESERVED
PARKING
x6 Wood Picket
18"
x4 rail
6" pCCEVAN SSBLE CORNER RADIUS
IS 1.5" (TYP)
Y 14 R
4x4 wood post
13
LVIR-A
12ONEFlK
;oncrete footing
0"diameter
14" depth
4" WIDE WHITE PAINTED LINES
SPACED 2' ON CENTER
Note: Where fence crosses existing sanitary sewer,
posts shall be installed a minimum of two feet from
sanitary sewer main.
ROOT BALL
12 GAUGE GALVANIZED WIRE
3-2`sZ' HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
6 Zx2" HARDWOOD STAKE,
2'U' MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
16" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2J' MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4b AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2'
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6-SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOWRELEASE
GRANULAR FERTILIZER
V COMPOST LAYER
C x UE PERFORATED CORRUGATED
PLASTIC PIPE, CAP FLUSH WITH MULCH
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
450
/
` \
\`. PLANTINGS
` AREA #6
\ 144 SF
I" DIA.
V +4" NOTES:
1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP
e4WIDE
SPACES AND 8' FOR VAN ACCESSIBLE SPACES.
2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF
HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE
MINIMUMS.
3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF
CURB IN EACH HANDICAP SPACE.
HITE 4. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN,
PAINTED LINES THE VIRGINIA STANDARD "RESERVE PARKING" SIGN AND
STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL BE
CONCRETE TIRE STOP. INSTALLED.
rNOT REQUIRED IF PARKING 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN
SPACE IS 16' LONG. AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN
WITH MINIMUM "2" HIGH LETTERING MOUNTED
i
UNDERNEATH RESERVED PARKING SIGN.
6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE
SIGN NO LESS THAN 5' AND NO MORE THAN 7' ABOVE
THE FINISHED GRADE.
7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR
MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS FOR SIGNS.
8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF
UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS),
VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE),
WIDE WHITE AND THE CODE OF VIRGINIA SECTION 36-99.11.
NTED LINES
n in
HANDICAP ACCESSIBLE PARKING DETAIL
SCALE: NTS
(2) 6" DIA CONCRETE FILLED POSTS W/
PLASTIC BOLLARD (YELLOW), 3'-0" HIGH,
EMBED 3'-0" MIN.
O
M
Finished Concrete Slab
4 °ad I 1
r_ - d i+yl O
cC, oT O
v a 6x6
4
d 8" CMU'BLOCK ` 10
#3 REBAR AT GRObf S06D 24" O.C.
�10.0' T 9.67'�
2 DUMPSTER DETAIL
—20 SCALE: NTS
l /C
G /
/
7
7 �
i
\ Start Cl
i
' B New 6' Wood
New 6 PVC ® SaWn Fence
Drain
\p \�
A015
♦ ramto
, \,�°A/?? '•'�
III
...�
,yip '� \111f
i
Compacted VDOT 21A
Depth = 4 inches
TREE PROTECTION/SAFETY FENCE
STD. & SPEC. 3.01 — VA EROSION AND SEDIMENT CONTROL
HANDBOOK (1992)
I �� 1♦
+1.+1�i i/1
�\NZI
i
7
.
• e e•r•.••+.•••s•ri•.•••.•••.••4•e�,.•••.•••.eP�••••�
...•.•.•.•.�,.•.•.•.•...•.••••�
••••4
we
r44444••••4444144444444�
Id••.4•✓
PERSPECTIVE VIEW
PLASTIC FENCE
13 TREE PROTECTION FENCE DETAIL
—20 SCALE: NTS
New Asphalt Surface Course
VDOT Sill
Depth = 1.5 inches
L- Existing New Base Material
Subgrade or Compacted VDOT 21A
compacted Depth = 6 inches
structural fill
material.
NEW FULL DEPTH PAVEMENT DETAIL
SCALE: NTS
Mill &
Exist Pavement
SCALE: NTS
COMPACT EARTH
SAUCER
Saw —cut Exist Pavement
1' from existing curb
rNew 1.5" VDOT SM-9.5A
New subbase to
match existing
material and depth
--New CG-6
Subgrade
DRIVE PAVEMENT
3" MULCH -
MIN. DEPTH
FINISHED
GRADE
8" MINIMUM DEPTH —/
OF PREPARED SOIL 7f 9" MINIMUM
MIXTURE — TAMP TO
PREVENT SETTLEMENT
7 SHRUB PLANTING DETAIL
—20 SCALE: NTS
All— rl r ht D t f R It
�' 2 �I Irla a 00 IT a e o epor
280 Sight Distance
�, o N PYDS Rary
��, aA"'�4o
/
>
H drant Flow 1o/27,
ServiceAluth�rity Y
ee"E
r_Z r 09 �k ha»�'.-:r
ir9.Cor"I ���
Test Report
-
5rg �pE �.,
,�.: �
y�HnLbVCNrewnNleY1a13,1,.a1,Y,,.,,,
r_z
New cure
sidewalk
/
`
Location Rosewood Village
j Spllway Basin -1
a .
and
�
Date and Time of Test 10/27/201610:47:00 AM
Minutes of Flow 3
Pipe Size Qn4tig5� 8
w_
Pressure Hydrant 10623
�
\ 1
Static Pressure (psi) 90
Residual Pressure (psi) 71
Flow Hydrant#1 10624 Pilot Pressure #1 (psi) 55 Test Flow 1036
Flow Hydrant #2 11133 '!Pilot Pressure #2 (psi) 39 'rest Flow 2 873
Flaw Hydrant #3 11217 IPitot Pressure #3 (psi) 69 Test Flow 3 1161
\
Total Estimated Flow (gpm) ,3070
r
\ I
/
\
/
Estimated Consumption (gal) .9210
act
p
\ \
/
/
I
\
-
AWWA Q20 Calculation (gpm) 6210
(Value of zero Indicates insufficient pressure drop for calculation)
\
�\
Comments
All hydrants were fully open.
0
O
\ 1
For method of calculating pilot flaw with adillusensea eq.l3, Walski and Lutes articlei99oJournal Management and Operations AWWA
(All tests conducted using 2.5 discharge outlet unless otherwise specified)
p
\ \
al
� \
Signature of Tester.
9 SIGHT DISTANCE DETAIL
40'
0
40
80, 120'
1 O HYDRANT FIRE FLOW TEST
—20 SCALE: 1"=40'
—20 SCALE: NTS
SCALE:
1 "=40'
Finished ' �a;�' 3�
Expansion Joint , N
3000 psi Concrete 6
Depth — 4 inches
e
O
o
N
Compacted VDOT 21A
O
a
~
Depth = 4 inches
oZ
¢
¢
On
m
m
5 CONCRETE SIDEWALK DETAIL
DO
o
U
Z
<ow�
LU
Z
W
Y
—20 SCALE: NTS
v)
=
Li
Q
U
(FACE OF CURB
5" 1" 24"
IiI�;J
1/2" R
V
Z
c:
ay.:�<:: ao�a ;o�
4 .::..a. a...:::o.:'a'....:..
aa�0
iF w rn .-.
E--I W Cj O
4" #57 STONE (MIN)
DEPTH TO MATCH
,l
®rI
y to
F�—I
SUBGRADE
6. 2--0" N
��I
O
7
I,..I > C\2 W
2'-6"
W U a 2 z
x a d
U 5� rzl
CONCRETE SHALL BE CLASS A-3
dam'
STANDARD CG-6
z F
FACE OF CURB
I —I
IZ aa;
x C4
1/2" R
~i
W O U
C)
SURFACE
n
W
Z
.,
BASE
W
4" #57 STONE (M
DEPTH TO MATCH
SUBGRADE
STANDARD CG-2
4" #57 STONE (A
DEPTH TO MATCH
SUBGRADE
SURFACE
BASE
MODIFIED CG-2
8 CURB AND GUTTER DETAILS
—20 SCALE: NTS
I�
ro
rn
rn
c.T
LLI
N
�
7
N
co
co
co
Z
Z
Z
Z
Z
O
O
O
O
O
O
O
28" Top Block
SETBACK = 1.25"
(4.0" Batter Angle on Wall)
Note:
Load Condition A Shown
(No Backslope - No Surcharge)
Move Blocks Forward
Handrail During Installtion to Engage
Shear Knobs (Typical)
(n
w
Z
>
O
Z
0
Z
0
Z
0
Z
0
�z
I
Ground Level
04
rM
It
Ln
=1-1 III-1-1
- -
III=1 III III=1 III III -III III III III III-
III III III III III ITI III III III -III III I�HII�IIt
E4
I I III-1 I I III III-1 I I III III III III III-1 I I 111=
I III III III III III III III III III=1 I I III III -I � I-t
�-I
I I III -III III III -III III III III IIII III I i I
III III -III III III -III III I I I I I I_ -III I I
W
Exposed
III-1 III III=1 I I I
II III III III III III III.
Wall
I III = Free Draining Backfill to
Q
a
Wall 4' Max
- III -III -I I' Extend at Least 12" Behind
III=1 III III=1 I_
Z
Q
Height
IIII III-III-III-III=III=11 Wall
III I C I -I � I -I � I -III -III -III-
W�
I I-III-III-III-III-III-1
I-11I-11I-1I I- = Non -Woven Geotextile
- - - -
Ground Level
III=III=III=III=III=11 i Fabric (If Specified)
II-III=III=III=III=III-
Q
W
=1 1=1I 1 1=1 1=1 1=111
1-1 = _ =1 1=
- -
-I11=III=1I I-III-ftt-� 28" Bottom Block
Levelingllllllllllllllll
11111111111111111111111111111111-
a
W
Pad-1I-111-11-1I-1I-1I-1I1=1I
I I -
------- ----III-
I II
--III-1 I I-1 � 1-1 � 1=
a
�
Q
-IIII IIII=1I1M_F_ 11=111=111=1 1AI
I1=1I1=1I1=1I1=1I1=1I1=1I
-_ '' Perforated Sock Drain
I I-1 I I -III III I I I=1 I I III I I I=1 I I
-III IIIIIIIIIIIIIIIIIillllllllll-III-tI
I-1 I I -I I I -II I -I 11=1 I I-1 11=1
Crushed Stone (As Specified by Engineer)
Q
W
Leveling Pad
E-
V 1
~�
1. Wall to be designed by others.
See Redi-Rock.com for Detailed
J
2. Color of wall shall be Buffalo
Section Drawings of Each Condition
O
Li
Brown RC5004
Shown in the Design Charts
P
F
Ljj
. BY
W
O !y W
a S
SHEET NO.
11 RETAINING WALL DETAIL C —if O 5
-2o SCALE: NTS SHEET 7 of 8
J. JOH
+y 6
Redi-Rock"International, LLC
HEcg D BYY
MRgsm BY
DMre EIIE
Typical 28 in Block Gravity Wall.dwg
I REVISION
-
ISBUEDRIE
$BILLS
NO SCALE
5HEEr NO.
1 OF 1