HomeMy WebLinkAboutSDP200800083 Plan - Other (not approved)r
EXISTING
ASPHALT
PARKIN&
EXI5TINCP GHLWH
EXISTING
PLAY AREA
EXI5TNO iHNAG I Ili
I
i I
EXIS
1xLx
NOR1fH
1 V 1 1CZJL.L
b
E
m LIMITS OF WORK
ri - 9 Legend
A101 A101 No Scale
r
O
5LIX-STONE WALK
I I
A102 AIO2
FOUNDATION DRAINAGE TYP,
RUN TO DAYLIGHT BELOW
SOUTH OF NEK TERRACE)
EDGE OF GEMETARY
Q PLOT, TYPICAL t
CREATE SWALE BEHIND
WALL TO DIRECT
RUNOFF AROUND WALL
NOTE: ALIGN BACK OF
COLUMBARIA WALL WEDGE R
OF GEMETARY PLOT AS T0 1 ,TQSHOWN. }. c
W-01111
BENCH (1), BOXWOOD HEDZSO 4 )
TREES BY OWNER (ALIGN
WAGE WEDGE OF COLUMBARIA WALL BENCHES BY OKN1Wk--J
AS SHOW"
000 O6 Enlarged Plan 0 Columbaria
BENGH(I), BOXWOOD HEDGE 4 (4) TREES 5%
OWNER (ALIGN BOXWOOD HEDGE WEDGE
OF GOLUMBARIA WALL AS SHOW (SEE
OPP051 TE FOR APPROX. RETURNS)
Al A102 Scale: 1/8"
Iq 18
Al O A102 Al O A102
Q
2'-8"12' -0"
4" BLUESTONE GAP
t
EIOKHmF COLUI WARIA
i
BLUE5TONE BASE; JOINT TO ALIGN
WITH WALK JOINT /GAP JOINTS
a , , tvT _ 7 7
Ib
AIO A102
Scale: 1/2" = 1' -0"
1/2 "0 STEEL BAR, CENTER
ON I" X 2" UPRIGHT
1 1/2 "0 5TL PIPE 10
I" X 2" BAR STOCK
b" I' -0" EQ. EO.Al O
2" CLEAR]
b"
EIOKHmF COLUI WARIA
i
BLUE5TONE BASE; JOINT TO ALIGN
WITH WALK JOINT /GAP JOINTS
a , , tvT _ 7 7
Ib
AIO A102
Scale: 1/2" = 1' -0"
1/2 "0 STEEL BAR, CENTER
ON I" X 2" UPRIGHT
1 1/2 "0 5TL PIPE 10
I" X 2" BAR STOCK
b" I' -0" EQ. EO.Al O
2" CLEAR]
b"
L
12
16 Section Ramp
A101 A102 Scale: 112" = V -0"
A102 EO
Aim
1 -1/2" BLUESTONE
2" 5ETTINS BED
4" CONCRETE SLAB
W/HWF 6X6
611 GRAV //!EO.
ins
4" BLUESTONE GAP
2' - 011
t
6" FIELDSTONE
6ROUTED 50LID
COLUMBARIA, BY OWNER
FACE OF FIELDSTONE ti
Q BEYOND
m 5 1/4" BLUESTONE FRONT,
AL 16N WFAGE OF
L
12
16 Section Ramp
A101 A102 Scale: 112" = V -0"
A102 EO
Aim
1 -1/2" BLUESTONE
2" 5ETTINS BED
4" CONCRETE SLAB
W/HWF 6X6
611 GRAV //!EO.
ins
0 EO. I' -4"
I
EDGE Op CEMETARY
A1102
PLOT, TYPICAL t
BLUE5TONE RAMP
HANDRAIL W
GREATS 5WALE BEHIND -
WALL TO DIRECT
RUNOFF AROUND WALL
G OLUMBARIA 1 .
108 NICHE5 (2) UNI
FIELD STONE PIERS
BLUESTONE GAP
TYPO-EACH
III-O all — Tit
18 Section thru Coluan
NOTE: MATCH OPPOSITE 510E FOR 01MEN51ON5 4 DETAILS
L
EXI5TIN6 HVAG
11
EXISTING PATH
8 -O 8 -O I - EO. EO. -q 8--O
oil
A102 A105 — — —
BOXWpOD HEDGE
BY OK4NER)
WOOD P05T 4 CHAIN
FENCE„ TYP SEE I b /AIO5
EDGE (OF CEMETARY
PLOT, TYPICAL t
08 Enlarged Plan ' Entry
19 Section thruFieldS@ Col umbaria
AIOJ A102 Scale: 1/8" = V -0"
4" BLUESTONE GAP
2' - 011
t
6" FIELDSTONE
b" GMU H/GELLS
6ROUTED 50LID
COLUMBARIA, BY OWNER
FACE OF FIELDSTONE ti
t-Idl Q BEYOND
m 5 1/4" BLUESTONE FRONT,
AL 16N WFAGE OF
I I Ww
I
BLUESTONE GAP
1 I 11 - ^N1 '/11
r-IQ 2" SETTING BED
r b" CONCRETE DRAINAGE BD
FILTER FABRIC
REINF. MA50NRY WALL ,
e o
I' -
CONTIN. BELOW
ROCK WALL BEYOND
H / BLUESTONE GAP I 11 U
DRAINAGE BO
FILTER FABRIC,
1 -1/2" STEEL HANDRAIL REINF. MA50NRY WALL
1 -1/2" BLUESTONE GROUT 50LID
2m 5ETTING BED CONTIN. BELOW
b" 6RAVE.LTRANSITION
STEEL EDGE 4 ADS TO STORM
DRAIN 1% MIN SLOPE
CONCRETE FOOTER —
0 .4052 "0..
0 0 0 0
5) *4 CONT.
bill 21_11 611
31_yll
0 EO. I' -4"
I
EDGE Op CEMETARY
A1102
PLOT, TYPICAL t
BLUE5TONE RAMP
HANDRAIL W
GREATS 5WALE BEHIND -
WALL TO DIRECT
RUNOFF AROUND WALL
G OLUMBARIA 1 .
108 NICHE5 (2) UNI
FIELD STONE PIERS
BLUESTONE GAP
TYPO-EACH
III-O all — Tit
18 Section thru Coluan
NOTE: MATCH OPPOSITE 510E FOR 01MEN51ON5 4 DETAILS
L
EXI5TIN6 HVAG
11
EXISTING PATH
8 -O 8 -O I - EO. EO. -q 8--O
oil
A102 A105 — — —
BOXWpOD HEDGE
BY OK4NER)
WOOD P05T 4 CHAIN
FENCE„ TYP SEE I b /AIO5
EDGE (OF CEMETARY
PLOT, TYPICAL t
08 Enlarged Plan ' Entry
19 Section thruFieldS @ Col umbaria
AIOJ A102 Scale: 1/8" = V -0"
15
d
Z
Q
Q
Section thru Wall @Ramp
A102
Scale: 3/4 = 1' -0"
I111
EQ. 54" EQ.
Plan Section
GMU
b" FIEL05TONE
DRILL 2 -1/2" HOLE (F.V) IN
BLUESTONE TO RELIEVE
HANDRAIL UPRIGHT
4
I" X 2" STL STOCK UPRIGHT
1/2" BLUESTONE JOINT, TYP,
SEE PLAN FOR LOCATIONS
BLUESTONE RAMP
thru Wall @ Ramp
Scale: 3/4 = 1' - 0 "
11 I1_4" BLUESTONE GAP
b" FIEL05TONE
8" CMU H/CELLS
GROUTED 50LID
V I m
GRAPHIC SCALE
Scale: 1/8" =1' - 0"
8' 4 0 8' 16'
Scale: 1/2" = 1' - 0"
2' 1' 0 2' 4'
Scale: 3/4 " =1' - 0"
11-411 811 0 V - 411 21 - 811
1 1/4" BLUESTONE HALK
2" SETTING BED
b" CONCRETE
Olivet Presbyterian Church
Charlottesville, Virginia
tt TRAN51TION
4 A05 TO STORM —
DRAIN 1% MIN SLOPE
NC
CONCRETE BASE FOR
wRrm FOOTER =
GOLUMBARIA *4 O 52" O. C. Q
0 0 0 0
5) *4 CONT.
5' -b"
A10 X102 Scale: 3/4" = T -0"
EDGE OF GEMETARY
PLOT, TYPICAL t
Q .. .......
A10 A102 Scale: 3/4" = 1' - 0"
4 BLUESTONE GAP I 1
b" FIELDSTONE _
GMU WITH CELLS 1. Al
GROUTED SOLID
HORIZONTAL WALL
TIES
FILTER FABRIC
AND DRAINAGE BD
4 TO STORM
DRAIN 1% SLOPE
MIN. •
4 • 52" O.G.
5) *4 CONT__L L
REINF. GONG. FTC.
21_A M
Working Drawings
WORKING DRAWINGS
31 JULY 2009
ArC nt's PmIW Nunbw: 2806
Train &Partners
A r c h i t e c t s
1218 East Market Street Chariottesville, Virginia 22902
434.293.2965vox 295.5122(ax www.trainarchitects.com
Enlarged Plans &
Site Details
Drawing: JEM
Checking: TRK
Rev 01:0000 -00 -00
Rev 02: 0000 -00 -00
Rev 03:0000 -00 -00
A1.02
4" BLUESTONE GAP
t
6" FIELDSTONE
b" GMU H/GELLS
6ROUTED 50LID
COLUMBARIA, BY OWNER
FACE OF FIELDSTONE ti
t-Idl Q BEYOND
m 5 1/4" BLUESTONE FRONT,
AL 16N WFAGE OF
BLUESTONE GAP
1 1/4" BLUESTONE WALK
r-IQ 2" SETTING BED
r b" CONCRETE DRAINAGE BD
FILTER FABRIC
REINF. MA50NRY WALL ,
GROUT 50LID
CONTIN. BELOW
15
d
Z
Q
Q
Section thru Wall @Ramp
A102
Scale: 3/4 = 1' -0"
I111
EQ. 54" EQ.
Plan Section
GMU
b" FIEL05TONE
DRILL 2 -1/2" HOLE (F.V) IN
BLUESTONE TO RELIEVE
HANDRAIL UPRIGHT
4
I" X 2" STL STOCK UPRIGHT
1/2" BLUESTONE JOINT, TYP,
SEE PLAN FOR LOCATIONS
BLUESTONE RAMP
thru Wall @ Ramp
Scale: 3/4 = 1' - 0 "
11 I1_4" BLUESTONE GAP
b" FIEL05TONE
8" CMU H/CELLS
GROUTED 50LID
V I m
GRAPHIC SCALE
Scale: 1/8" =1' - 0"
8' 4 0 8' 16'
Scale: 1/2" = 1' - 0"
2' 1' 0 2' 4'
Scale: 3/4 " =1' - 0"
11-411 811 0 V - 411 21 - 811
1 1/4" BLUESTONE HALK
2" SETTING BED
b" CONCRETE
Olivet Presbyterian Church
Charlottesville, Virginia
tt TRAN51TION
4 A05 TO STORM —
DRAIN 1% MIN SLOPE
NC
CONCRETE BASE FOR
wRrm FOOTER =
GOLUMBARIA *4 O 52" O. C. Q
0 0 0 0
5) *4 CONT.
5' -b"
A10 X102 Scale: 3/4" = T -0"
EDGE OF GEMETARY
PLOT, TYPICAL t
Q .. .......
A10 A102 Scale: 3/4" = 1' - 0"
4 BLUESTONE GAP I 1
b" FIELDSTONE _
GMU WITH CELLS 1. Al
GROUTED SOLID
HORIZONTAL WALL
TIES
FILTER FABRIC
AND DRAINAGE BD
4 TO STORM
DRAIN 1% SLOPE
MIN. •
4 • 52" O.G.
5) *4 CONT__L L
REINF. GONG. FTC.
21_A M
Working Drawings
WORKING DRAWINGS
31 JULY 2009
ArC nt's PmIW Nunbw: 2806
Train &Partners
A r c h i t e c t s
1218 East Market Street Chariottesville, Virginia 22902
434.293.2965vox 295.5122(ax www.trainarchitects.com
Enlarged Plans &
Site Details
Drawing: JEM
Checking: TRK
Rev 01:0000 -00 -00
Rev 02: 0000 -00 -00
Rev 03:0000 -00 -00
A1.02
FIELDSTONE PIER
WBLUESTONE GAP
SW Elevation @Gate Entry Stair
Scale: 1/2" = 1' -0"
865
08 NE Elevation @Gate Entry Stair
10 J A1031 Scale 1/2" = 1' -0"
2' -0"
4
d1
EXISTING SHALE
BOXWOOD HEDGE
BY OWNER) —
0
A103 A105
4
I FV
Ib
N
j A105 A105
FV
M
r
Q
4
Enlarged Plan @Gated Entry
Scale: 1/8" = V -0"
ATE BY (OWNER, INSTALLED
BY CONTRZACTOR
CA5T IROhN PIVOT RIN6 BY
OWNER, IN95TALLED BY
0ONTRA07 SET INTO
MA50NRY' PIER, TYP BOTH SIDES
LONG LE63 EYE 50REH
SET INTO WA50NRY
WORK, TYFP BOTH SIDES
FIELDSTONE PIER
W/BLUE5TONE GAP
METAL HANDRAIL, PTD
BLUESTONE STEP
BLUESTONE PAVER d —
SUBSTRATE, SEE 15/AI.05
BLUESTONE GAP
FIELDSTONE PIER
GATE BY OWNER,
INSTALLED BY
CONTRACTOR
1 -1/2 "0 5TL.
50H. 40, PT
1/2 5TL., F
N,
1" x 2" SQUARE STEEL. M
50LID STEEL STOCK I' 2"
BLUESTONE (6" X 1559 _ TYP
ON IN 5ETTIN6 BED
SLOPE EACH TREAD) n o
Section @Gate Entry Stair
1
in
14
EXI5TING
ASPHALT -
66.5 t F.V.
Scale: 1/2" = V -0"
13
16 Elevation New Gate & Fence
A l nTl n n
TYPICAL P05T —
AND CHAIN FENCE
III
00140IRZTE FOOTINGIII
I I (5) b" DIAMETER DPIII
GRAVEL FILL
III
g" GMU (TYP)
III
III
III
III
III
III
o9 Stair Foundation Plan
A101 A103 Scale: 1/4" = 1' -0"
105
6" 7-0" 6"
51 -0 "
A105
I tom"
A105
Section @Fieldstone Pier
BLUE5TONE GAP -
FIELDSTONE PIER
BLUESTONE (6" X 155"9
ON I" SETTING BED
SLOPE EACH TREAD)
6" FIELD STONE
GMU WITH CELLS
GROUTED SOLID
GRADE
FILTER FABRIC
AND DRAINAGE BD
GRAVEL FILL
4 ADS TO STORM -
DRAIN 1% SLOPE MIN.
Stair Section
Scale: 1/2" = 1' -0"
4" BLUE5TONE GAP,
I PIECE, ANCHOR
INTO PIER
6" FIELDSTONE
4
GMU WITH CELLS
ROUTED 50LID
HORIZONTAL WALL
TIES • 16" O.G.
t_
1 -1/2" BLUESTONE
2" SETTING BED
4" CONCRETE
6" GRAVEL
FILTER FABRIC,
AND DRAINAGE BD
4 A05 TO STORM
DRAIN 1% SLOPE
MIN.
REINF. GONG. FTC.
5) M4 GONT
k AiosJ Scale: 3/4" = 1' -0"
NOTE: 6C, SHOULD REVIEH
INSTALLATION OF GATE W/OHNER i
ARCHITECT PRIOR TO STARTING ALL
STONE HORK; PIERS AND FLATS.
2" F.V.
PIVOT
PLATE
6RADE
Q
z
f
Q
4
Q
GA5T IRONY PIVOT PLATE BY
OWNER, INZTALLED BY I QCONTRA01TOR. PROVIDE
1-5/6"± DIAN4 -MTER HOLE IN iv
BLUESTON!£ FOR PIVOT PLATE.
SEE 14/AIM5, TYP BOTH SIDES
CHAMFERED GAP
6" Xb" WOOD POST
EYE 50REW
CHAIN FENCE
SET IN COMPACTED 501L
WORKING DRAWINGS
31 JULY 2009
Architect's Project N=ber: 2906
Train &Partners
A r c h i t e c t s
1218 East Market Street Chariottesville, Virginia 22902
434.293.2965vox 295.5122fax www.trainarchitects.com
1-7 Scale: 112" = 1' -o'
s
4
CMU W/GELLS
GROUTED SOLID
6" FIELDSTONE
1/2" BLUESTONE
JOINT BELOW
SEE PLANS FOR
LOCATION5)
DRILL 1- 5/6 "t,
F.V. W/PIVOT
PLATE) HOLE IN
BLUE5TONE FOR GRAPHIC SCALEATETURN
ATE ABOVE Scale: 1/8 " =1' - 0"
N"%mmmm"
8' 4' 0 8' 16'
Scale: 1/2" =1' - 0"p 14 Section Plan Detail
Alo A103 Scale: 3/4" = 1' -0" 2' 1' 0 2' 4'
Scale: 3/4 " =1' - 0"
11 -411 811 0 1' - 4 " 2-8 11
Working Drawings
Olivet Presbyterian Church
Charlottesville, Virginia
Enlarged Plans &
Site Details
Drawing: JEM
Checking: TRK
Rev 01:0000 -00 -00
Rev 02:0000 -00 -00
Rev 03:0000 -00 -00
A1.03
6" TYP 6 TYP
wII
12
EQA103,4'A103
BLUESTONE STEPS
NEW &ATE`
BLUESTONE PAVERS
FIELD STONE PIERS
WOOD P05T 4
CHAIN FENCE
BOXWOOD HEDGE
BY OWNER) —
0
A103 A105
4
I FV
Ib
N
j A105 A105
FV
M
r
Q
4
Enlarged Plan @Gated Entry
Scale: 1/8" = V -0"
ATE BY (OWNER, INSTALLED
BY CONTRZACTOR
CA5T IROhN PIVOT RIN6 BY
OWNER, IN95TALLED BY
0ONTRA07 SET INTO
MA50NRY' PIER, TYP BOTH SIDES
LONG LE63 EYE 50REH
SET INTO WA50NRY
WORK, TYFP BOTH SIDES
FIELDSTONE PIER
W/BLUE5TONE GAP
METAL HANDRAIL, PTD
BLUESTONE STEP
BLUESTONE PAVER d —
SUBSTRATE, SEE 15/AI.05
BLUESTONE GAP
FIELDSTONE PIER
GATE BY OWNER,
INSTALLED BY
CONTRACTOR
1 -1/2 "0 5TL.
50H. 40, PT
1/2 5TL., F
N,
1" x 2" SQUARE STEEL. M
50LID STEEL STOCK I' 2"
BLUESTONE (6" X 1559 _ TYP
ON IN 5ETTIN6 BED
SLOPE EACH TREAD) n o
Section @Gate Entry Stair
1
in
14
EXI5TING
ASPHALT -
66.5 t F.V.
Scale: 1/2" = V -0"
13
16 Elevation New Gate & Fence
A l nTl nn
TYPICAL P05T —
AND CHAIN FENCE
III
00140IRZTE FOOTINGIII
I I (5) b" DIAMETER DPIII
GRAVEL FILL
III
g" GMU (TYP)
III
III
III
III
III
III
o9 Stair Foundation Plan
A101 A103 Scale: 1/4" = 1' -0"
105
6" 7-0" 6"
51 -0 "
A105
I tom"
A105
Section @Fieldstone Pier
BLUE5TONE GAP -
FIELDSTONE PIER
BLUESTONE (6" X 155"9
ON I" SETTING BED
SLOPE EACH TREAD)
6" FIELD STONE
GMU WITH CELLS
GROUTED SOLID
GRADE
FILTER FABRIC
AND DRAINAGE BD
GRAVEL FILL
4 ADS TO STORM -
DRAIN 1% SLOPE MIN.
Stair Section
Scale: 1/2" = 1' -0"
4" BLUE5TONE GAP,
I PIECE, ANCHOR
INTO PIER
6" FIELDSTONE
4
GMU WITH CELLS
ROUTED 50LID
HORIZONTAL WALL
TIES • 16" O.G.
t_
1 -1/2" BLUESTONE
2" SETTING BED
4" CONCRETE
6" GRAVEL
FILTER FABRIC,
AND DRAINAGE BD
4 A05 TO STORM
DRAIN 1% SLOPE
MIN.
REINF. GONG. FTC.
5) M4 GONT
k AiosJ Scale: 3/4" = 1' -0"
NOTE: 6C, SHOULD REVIEH
INSTALLATION OF GATE W/OHNER i
ARCHITECT PRIOR TO STARTING ALL
STONE HORK; PIERS AND FLATS.
2" F.V.
PIVOT
PLATE
6RADE
Q
z
f
Q
4
Q
GA5T IRONY PIVOT PLATE BY
OWNER, INZTALLED BY I QCONTRA01TOR. PROVIDE
1-5/6"± DIAN4 -MTER HOLE IN iv
BLUESTON!£ FOR PIVOT PLATE.
SEE 14/AIM5, TYP BOTH SIDES
CHAMFERED GAP
6" Xb" WOOD POST
EYE 50REW
CHAIN FENCE
SET IN COMPACTED 501L
WORKING DRAWINGS
31 JULY 2009
Architect's Project N=ber: 2906
Train &Partners
A r c h i t e c t s
1218 East Market Street Chariottesville, Virginia 22902
434.293.2965vox 295.5122fax www.trainarchitects.com
1-7 Scale: 112" = 1' -o'
s
4
CMU W/GELLS
GROUTED SOLID
6" FIELDSTONE
1/2" BLUESTONE
JOINT BELOW
SEE PLANS FOR
LOCATION5)
DRILL 1- 5/6 "t,
F.V. W/PIVOT
PLATE) HOLE IN
BLUE5TONE FOR GRAPHIC SCALEATETURN
ATE ABOVE Scale: 1/8 " =1' - 0"
N"%mmmm"
8' 4' 0 8' 16'
Scale: 1/2" =1' - 0"p 14 Section Plan Detail
Alo A103 Scale: 3/4" = 1' -0" 2' 1' 0 2' 4'
Scale: 3/4 " =1' - 0"
11 -411 811 0 1' - 4 " 2-8 11
Working Drawings
Olivet Presbyterian Church
Charlottesville, Virginia
Enlarged Plans &
Site Details
Drawing: JEM
Checking: TRK
Rev 01:0000 -00 -00
Rev 02:0000 -00 -00
Rev 03:0000 -00 -00
A1.03
6" TYP 6 TYP