HomeMy WebLinkAboutARB201500037 Plan - Approved 2015-05-06NOTES:
1. SURVEY WAS PERFORMED BY RINKER DESIGN
ASSOCIATES, P.C. ON 07/2014.
2. GENERATOR SLAB LOCATION, EXCAVATE TOP SOIL
AND REMOVE TREE STUMP. BACKFILL AS
NECESSARY WITH VDOT #57 STONE.
3. FIELD LOCATE PIPE JOINTS IN THE VICINITY OF
THE DOGHOUSE MANHOLE. ADJUST LOCATION TO
AVOID PIPE JOINTS.
4. FIELD ADJUST TAPPING SLEEVE LOCATIONS TO
PROVIDE A MINIMUM CLEARANCE OF 5' FROM PIPE
JOINTS.
i
f NO. I DATE I BY
i
i
i
Oro
C ^�
-J
TAX MAP 05902- 06- 00 -001A2 �r',q0,,
EDNAM COMMUNITY
ASSOCIATION, INC.
1630 WORTHINGTON DRIVE \
�vr
a
SF
f NELLY STEVENS HOLLY
/(= 6 ;T--,YP=
.,
)
PROP. 20'X70' (3 TY P .) EMPORARYCONSTRUCTION , AMERICAN HOLLY
EASEME -NT ;FOR =STAGING 3
7 SF
F` /0'
Ex. Bush i.
r' emlock�
20 r.
mlockt� _
. \
s la
0. ose`me�t - -
Ex.
' 1
;r4li7ce: -
6 55 -
"P 4
PROR:,y,8 �x8,�f.:TIM;.
�� O ;'.
�5- N
Ni
.
C
PROP. GU RD—E ��6- P.)
Fq / SEE AL� ' T; —01
Ex.Bush
W /l/ala
R,EM0VE D`',REP ACE'\ EX. \�
TREATED ; TI E „R' RETAINI,NG Ex. E /ec.��
WALL. -'WI SAME SIZE
__TIMBERS.” :, ALL EW TIMBER Transforme s
5HALL"'MEET A PA UC4A
GROUND °:,CONTgCT ENERAL
SE 'STANDARDS. GRADE
BEtiHIND ,RETAINING WALL.
ti" .REPAIR . PAVE ENT.
Drioline
PROP. DVP T 'NSFORMER ;,LOCA ION
A`PPROX. `,ELEV, =63 .5
PROP. 4'
DOGHOUSE MANHOLE
FOR, -INSE TABLE FLOW METER.
D TAIL, SHEET D -01)
�:. SURVEY CONTROL #6
ELEV. = 639.35
N: 3,906,559.73
E: 11,472,374.12
20 0 20 40
GRAPHIC SCALE: 1"=20'
REVISION
Albomicifle ��niwy
Service Authority
Serving 6 Conserving
�h
f
h1
i
i
INTERNATIONAL
PLANT SCREENING REQUIREMENTS:
1. THE PLANT SCREEN REQUIREMENTS WILL CONSIST OF THREE (3)
AMERICAN HOLLIES AND SIX (6) NELLIE STEVENS HOLLIES.
2. PLANTS SHALL BE DISTRIBUTED AS SHOWN SO AS TO PROVIDE
A LAYER SCREEN. THE PLANTS SHALL NOT BE PLACED IN A
MANNER THAT RESULTS IN A SOLID ROW OF SCREENING PLANTS.
3. THE AMERICAN HOLLY SHALL BE SET A MINIMUM OF 8' OFF THE
EASEMENT LINE AS SHOWN.
4. MINIMUM SPACING FOR PLANTS SHALL BE:
—NELLIE STEVENS HOLLIES = 10'
—AMERICAN HOLLIES = 15'
— WHERE NELLIE STEVENS AND AMERICAN HOLLIES ARE
ADJACENT, THE SPACING SHALL BE 12'.
5. ALL NEW PLANTS SHALL HAVE A MINIMUM HEIGHT OF(' i
1 P&rman0n1 Easement
X25' Around Building
(,. B. 826, Pg. 455
SURVEY CONTROL #1
ELEV. = 625.32
N: 3,906,775.23
E: 11,472,517.44
Ex. Valve
x�
x-'
w
1/
630.65
60.75
633.5 TW
r
Em N A ............
T
Ow A 0101
16AW11 1
MA
Own
Rv.w
" NO
c
J�
\ \
625.1
r =
Ex. 63
n
EX. V.
Twin Birch
— ucr �� \r'* i \
u�� 625.0
EX. Sign - - - - -
Ex. GY /l/o /ve ` \
---- - - -Ex. Catch Basin \
CONNEOT� O EX. 10" ATER/o 623.38
Ex. Tree e ,,,� Ex. Inv. 1n= 618.68 15" CUP)
/in
' WITH 10 X6 TAPING
— ®_ _ _ SLEEVE AND VALVE. PROVIDE \
BURY HYDRANT ASSEMBLY.
(SEE DETAIL, SHEET D -01) \
Ex. 'Pump House"' Lot
As conveyed in Fee Simple To
Albemarle County
Service Authority in
D. B. 826, Pg. 455
(No Tcx Parcel Assigned
CONNECT TO EX. 10" WATER
WITH 10 "X6" TAPPING
SLEEVE AND VALVE. PROVIDE
BURY HYDRANT ASSEMBLY.
(SEE DETAIL, SHEET D -01)
Michael Baker Jr., Inc.
A Unit of Michael Baker international
272 Bendix Road, Suite 400
Virginia Beach, Virginia 23452
Phone: 757 - 463 -8770
Fax: 757 - 463 -0503
TAX MAP 05902 -06 -00 -00109
THE MINES OF
MORN Z. Z. C.
SCALE 1 —20� PROJECT NO.
HORIZ:
1 " =20'
VERT:
DATE: MARCH 2015
DRAWN BY: JLB
CHECKED BY: SPC
APPROVED BY: CFA/
JOB NO.
133445
CADD FILE
C01 —SITE PLAN
U0
O
w
\
630.6
630.75 \
631.0 \
631.63 TS PROP.
8 "x8 "x4' \
TIMBER STEPS\
631.0 \
63225 2.2 TW
UGt uc
ac
5 0 5 10
GRAPHIC SCALE: 1 " =5'
ARCHITECTURAL REVIEW
BOARD APPLICATION
EDNAM PUMP STATION UPGRADE
SHEET
C -01
OF
2
SHEETS