HomeMy WebLinkAboutSDP200500007 Plan - Approved 2005-02-01TOPOGRAPHIC MAP OF
BOARS HEAD INN
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1'= 20 OCTOBER 6. 1998
REVISED: JULY 1, 1999 UTIL
REVISED: NOVEMBER 11. 1999
REVISED: 23, 1999 xORTHWE6i of Al. M BU
IN POOL AREA
ADDITIONAL
REVISED.DECEMBERUE. T TE E9 9 a.
REVISEDp APRIL 3 2000
L ATERAL PIPE SAIRMI � IOUSE
REVISED SEPTEMSER14,, 2006
E In
REVISED: NOVEMBER 3, 2004
REVISED :NOVEMBER 16, 2006 ORIBI ADDITIONA A
REVISED :DECEMBER10, 2004 TIPO
IDOL A
REVISED: JANUARY t. 2005
POOL AREA VRUT11
CONTOUR INTERVAL: 1'
USES NAVO-18 VERTICAL DATUM
JI NIL IRIIECT 10.
AD
11 1-1 IAR
IDAPUE
DO DDPAA DIP
.PP EDATED 11— PINE
IL
A. PETER
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V
ID T.R.P DRAIN
11 IP 11 ALL
IN
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LANDSCAPE.
!!ta RITB�CTS
RECEIVED
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KEY PLAN
Ti
1 x
GRAPHIC SCALE
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BOAR'S HEAD INN
AND SPORTS CLUB
AauAncs A9EA IMPSarEMENrs
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GRAPHIC - SCALE
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BOAR'S HEAD INN
AND SPORTS CLUB
11 1111 Al,
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BYRD C:
WOLTZ
LANDSCAPE
ARCHITECTS
KEY PLAN
GRAPHIC SCALE
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❑ 30
Wall Cap g -0 "
Well Cap
12"
f7 -
n$
row: 560.00
12"
p9
#6 @12 "lip TO
I
Ved. #5 @12 "EF
W
SAN
Vest.
# 4 @ S" EF #57 Clashed Stove #57 Crushed Stone
How. # 4 @ 8" 6F
7
pd
Hear,
12" 10'
=s
v]
1 «�"
-0"
2" Weep Hole - 2 "Weep Hale
12 "arm 6 "Slatced PVC Made. eSit) PVC
Draw Pipe Dram
&
<�
_
U
� TOP 550.00
552.00
q
#5 @ 12" T&B
"7&�.B j #4 "T&B
#4
t CANCYY
@9 12"
@9
1 6 1
�.
T -3" &.
x
/ 1 o
Section A Section B
CONC.
r
n
D"
wall Cap wall Cap 2' -6" —{'
I
s
c 9 §
a !
l
5
12' #4 @12 "EF 12"
w: s TOW: 560.00
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#4 er. #57 had Sthu
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4
rushed
l2" #4 @8 "EF St #57 Cone "
! 1
1 , POOL
C
2 "W Ho
p 4 @ 8" fiF are d PVC le 6' -0" 12" ma Dram Pipe
IT vda = 6" Slotte
Drain 4
Drew Pipe T R 6.
/
2"
#4 @12 "T&B 12"
#4 @9 "T&8 �12" #4 @VT&B
29
Pool
Section C Section D
n
CONC,
o' I
Notes:
a
I. Concrete shall N oneouforeavlaod mantled in complievw with applicable AClssandxo&
1
2. Cementahallbeasl- 9/cemevl mieivaewrdmeewitb ASTMC989,Grade120. Pmduot hellbe N— Cemmvuaufdumdby LAFAROE,or
a,. Concrete shall meet the following dcaign matuiremeats.
�
r
fc:4000psi
Am Eoaalnmrnt: 5%.l
p
\
Slump: 3" t I (measured prior n addition ofpIssfcier,)
pl —tying admixture may be added providing the resulting plasticized concoct, is von- segregating with little bleeding and has the physical
Pl
1 Z f
pnryenies of low wemrcemmt nae c °nerero. Sucbemcrece shell be capable ofmaivtawivg its plastic sace iv excess oft hours. Proponiovivgand _
v L q.ball be in acwrdmce with mrnofacnnels mcommeodatiow.
Reinforcement fy= 60,000 psi /
3. Wall Section A beused L �
POOL
E E 1
shall exceptwhere otherwise indicated on Plan. X05'
4. Slowed or portended PVC drain pipe fa to Ncontinuous flour amt to discharge at Instance U noted on Plan. Use fittings.,,quired
5. Weep holesmtDbeimtaUWMy20fed t2O't,bovetap off..fi g. Provideastvalcassteel screenumtnvice ofweepholeamprevrntlosa n ". ° <c =c.ae," ,$
on C
S °
of.bae ell.
Ca called iv wall mdfootivg et laetion notedu CCwPI ®. Cwtsactoc will be a0owedmivsmll conenv 'tantpeAsat
Sc ale: P =10'
to ndow nma.cc ned
b ec
7. A11wmWCtiwjem k am ro be "keyed" 1 -1/2" x 3" nominal.
8. AEf demdtiemdhol,,=we wb edwithmoabrivkgmt. Se dmofformfim ,16cro&Wamaivwithinwall AAber°cessed l"
m ®um below wall surface.
osea
P n1O11
9. Tta,e(3) vats ofmal sac epoxy, as mmufentard by TENEMEC, orequal, are ro be applied to the beck side ofthe retaining wall. Allow
1GLil
n
d
10. Wall ca p m ifi�athm. ro6ackfillivg.
P an wall fm'sh hall p-c dby
CLASe B. TENSION LAP
90' CORNER FEIN RCENG
DETAIL A
105° CORNER REINFORCING
D B
CLABS B, TENSION LAP
fit° CORNER REINFORCING
D C
3'CLEAR'fYP ^
1 EX'CE SLAD REBNF
eEE DETALL G \ 3" LLEAR TO V2" CLBAR
�.p PT l�¢JT
eACN sme of wAU, � '
seE De Aa
CLASS B, CASE 1
TENSION LAP
NP WALL CONTROL JOINT
DETAIL E
NOTES:
1. BASIC FOOTER AND WALL REINFORCEMENT AS SHOWN ON DESIGN
DRAWINGS.
2. SPACING OF DOWELS TO BE TWICE THAT SPECIFIED FOR
REINFORCEMENT ON DESIGN DRAWINGS.
3. ALL HOOKS ARE STANDARD.
cuss B. toss I
SEE NOTE 2 TENSION LAP
T1P
SLAB CONTROL JOP'T
DETA L F
TOP OF FTG
• �5 ®12
�5�12
I TOP OF FTG
1 e"
DETAII. H
CL1S5 B, TENSION LAP
WALL INTERSECTION REIINFORCEJG
DETAIL D
seAUNT
s /a^
101NT SEALANT
DETAIL G
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