HomeMy WebLinkAboutARB201500045 Presentation 2015-05-18------------
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CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
Cl
52.05'
40.98'
N65'43'55 "E
39.93'
45'06'25"
21.62'
C2
999,43'
65.64'
S33- 10'27 "E
65.63'
3'45'47"
32.83'
C3
19.46'
12.17'
S13- 12'14 "E
11.98'
35'50'29"
6.29'
:�Y11Fi9
6' FIRE HYDRANT ASSEMBLY
5' DUCTILE IRON WATER UNE
CONNECT TO EX. 8" WATERLINE
B" X 6" TEE
(1) 6' GATE VALVE�\�
(i) 8' GATE VALVE
a" 45* BEND
TIE INTO EXISTING WATER UNE �!
8' DUCTILE 9RON WATER LINE-,
r
% I
i I
PROPOSED 20 PUBUC
UTILITY EASEMENT
f
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N
I
_ 2 0'
f
I I
I I
/ N45`02'38'W I £ I
18.21' i I
1 W
.
e" 22.5'
r.
AV'PR( x L I"ATION -
RE 5F RVF D
RIO TIT OF NAY - --
D.B. 643 PG. 78
EX. SANITARY
SEWER EASEMENT
UTILITY N01E5
1. REFER TO SHEET CU -201 FOR UTILITY PROFILES.
2. CROSS CONNECTION CONTROL AND BACKFLOW PREVENTION SHALL BE INTERNAL TO THE BUIUXNG AND
IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE (REFER TO ARCHITECTURAL PUNS).
3. AN APPROVED KEYBOX SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE,
SECTION 506.1.
4. CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AT START OF CONSTRUCTION AND
NOTIFY KIMLEY -HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTIUTIES CAN BE
ACHIEVED.
5. COVER REQUIRED FOR DOMESTIC WATER UNE SHALL BE 30" MINIMUM.
E X19 F AL l LC
Ii
23 Pc 458
\J AX f(L 01 100 OO OD 123D0 ( LMIIII l l t;
N45ro7'44yy�,W �(I �.. 7 +11: Ir,iN,.r Li?, Mt n.IAL (:�C') "TINE. h11l hIWA.l3 458
2�aST✓'�_ ,' ;, 0h.500 00 OQ 1105A0
AX F Hl
._ r Man ER I L
ZONE: ^A. t1 '
PROPOSED PUBUC
.. ` UTILITY EASEMENT rl l
_ _ INV-492.36'
N2446'03'E 150.00'
I'E
i 3
j
I I j
I I
C%#$/pharmacy'
11,945 SF. TYPE B
57 PARKS PROVIDED
F.E.E. 497.25
t 1' I
EX.
1 SANITARY
CONTRA E
N17H POWER
SEWER
± EASEMENT
OHE
LINES
AND
POLES
® / COPPER WATER UNE INV IN (T ( )-466.31
IN 6
V OUT -48614
�� ��" "''V n'r •. „� BI LF 6" SDR 35
PVC 5.63%
W -W WIy S �S -�SI ?'
0
- + - -___ SEWER CLEANOUT
Z I. - - - - - - - - - -- - -
INVERT- 490.89
r— — --
5821' 8'W
88.21' ..
.......... ....... .. � � } i \ ?� ••' � .
SS _
CONNECT TO EX. 8" WATERUNE
.. -. 8" 22.5' BE II
- - PROVIDE 8ACKFLOW PREVENTOR -
- -. -- WITH UNIONS FOR WINTER. -
B. REMOVAL FOR IRRIGATION SERVICE
VDOT SEMINOLE TRAIL (ROUTE 29)
EASEMENT VARIABLE WIDTH R/W
D.B. 1317 PG. 75
D.B. 435 PG. 171
l
RIM-491.40' --
INV= 485.50'�h '
EXISTING FIRE HYDRANT TO REMAIN. CONTRACTOR TO LOWER
TO PROPOSED GRADE IF REWD BY FIRE MARSHAL
REUSE EXISTING 1' WATER METER FOR CVS DOMESTIC SERVICE
REUSE EXISTING I- WATER METER FOR IRRIGATION
I" PVC IRRIGATION LINE
cvs
pharmacye
NORTHERN 1,945 SF
RIGHT CHAMFER DRIVE -THRU
STORE NUMBER M746
SEMINOLE TRAIL & RIO ROAD (NWC)
ALBEMARLE COUNTY, VA.
PROJECT' TT'PE= NEW NORE
DEAL TTPB FPS
CS PROJECT NUMBER 86047
ENGINEER
Kimley *Horn
CONSULTANT:
KIMLEY —HORN
AND ASSOCIATES, INC.
1700 WILLOW LAWN DR,
SUITE 200
RICHMOND, VA 23230
TEL (804) 673 -3882
FAX (804) 673 -3980
DEVELOPER
THE REBKEE COMPANY
15871 CITY VIEW DRIVE,
SUITE 300
MIDLOTHIAN, VA 23113
TEL: (804) 419 -0740
FAX: (804) 419 -0759
SEAL:
s
EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD
REFLECT VDOTS GRADE SEPARATED INTERCHANGE
IMPROVEMENTS (PROJECT #0029- 002 -901) AS
GRAPHIC SCALE IN FEET
CONSTRUCTION VVILL TAKE PLACE PRIOR TO THE
G 10 20 40
COMMENCEMENT OF CVS CONSTRUCTION
cvs
pharmacye
NORTHERN 1,945 SF
RIGHT CHAMFER DRIVE -THRU
STORE NUMBER M746
SEMINOLE TRAIL & RIO ROAD (NWC)
ALBEMARLE COUNTY, VA.
PROJECT' TT'PE= NEW NORE
DEAL TTPB FPS
CS PROJECT NUMBER 86047
ENGINEER
Kimley *Horn
CONSULTANT:
KIMLEY —HORN
AND ASSOCIATES, INC.
1700 WILLOW LAWN DR,
SUITE 200
RICHMOND, VA 23230
TEL (804) 673 -3882
FAX (804) 673 -3980
DEVELOPER
THE REBKEE COMPANY
15871 CITY VIEW DRIVE,
SUITE 300
MIDLOTHIAN, VA 23113
TEL: (804) 419 -0740
FAX: (804) 419 -0759
SEAL:
RYA PERKINS >r
LTC. NO. 046565 y
o a.=5.ls
ONA BAG `.w
REVISIONS:
p
v f
V
DRAWING BY: RRP
DATE: APRIL 3, 2015
JOB NUMBER: 113001348
TI TEE:
UTILITY PLAN
SHEET NUMBER:
CU -101
COMMENTS:
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
Cl
52.05'
40.98'
N65'43'55 "E
39.93'
45'06'25"
21.62'
C2
999.43'
65 664'
533'10'27 "E
65.63'
3'45'47"
32.83'
C3
19.46'
12.17'
S13'12'14 "E
11.98'
35'50'29"
6.29'
8" 22.5'
6" FIRE HYDRANT ASSEMBLY
6" DUCTILE IRON WATER LINE
CONNECT TO EX. 8" WATERLINE
B" X 6` TEE
(1) , GATE VALVE
(1) 8" GATE VALVE
8` 45' BEND
TIE INTO EXISTING WATER) LINE
I �
B" DUCTILE IRON WATER LINE
f
D 1
L/f
I
J � I
t I
I
I
Z I
I
I � III
I 2q.D, I
I I
I I
I
Y I
N42D2'38`W I I
1821' I I
w\
M
n
N " 4 B D -�. W W W W
ONE
z
\c 1
"�.`�-
8" 22.5' BEND 52722'39 "Wrt -
Arrttun. „ .,,.N -- - 04 ._
RESERVED
RIGHT -OF- A 8" 22.5' BEND
D.B. 643 PG. 78 �- -- UTL — — — UTL
8° DUCTILE IRON WATER LINE
I
1
r
t �r
BALMUN, LLC
t�+ D.B. 2223 PG. 458
r` ~ TAX PCL. 06100 00 00 12300
ZONE: HIGHWAY COMMERCIAL (HC)
\ ` PROPOSED PUBLIC
UTILITY EASEMENT
N5.40'1 1 "E
r 9.59'
ry44�032F) g'\
ACCESS & UTILITYE
EASEMENT
D.B 643 PG. 78
UTILTY NOTES:
1. REFER TO SHEET CU -201 FOR UTILITY PROFILES.
2. CROSS CONNECTION CONTROL AND BACKFLOW PREVENTION SHALL BE INTERNAL TO THE BUILDING AND
IN ACCORDANCE NTH THE UNIFORM STATEWIDE BUILDING CODE (REFER TO ARCHITECTURAL PLANS).
3. AN APPROVED KEYBOX SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE,
SECTION 506.1.
4. CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AT START OF CONSTRUCTION AND
NOTIFY KIMLEY -HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE
ACHIEVED.
5. COVER REQUIRED FOR DOMESTIC WATER LINE SHALL BE 30` MINIMUM.
F-
EI
BALMUN, LLC
D.B. 2223 PG. 458
TAX PCL.: 04500 00 00 105AO
ZONE: HIGHWAY COMMERCIAL (HC)
RIM = 497.78'
INV= 492.38'
150.00' - -
D
n
m
T
1
LJF =
I � -
LpeJ
7
_ I -1 K TYPE � PVC O 5.848 FE
COPPER LL WATI
81 LF 6` SDR 35
PVC 0 5.63%
w \ SEWER CLEANOUT
` \ \ INVERT - 490.89
19
C
_ 524'20'05 "W 174.59'—
—0 ....
CL CONNECT TO EX. 8" WATERLINE
ID
a
- PROVIDE BACKFLOW PREVENTOR -
__= WITH UNIONS FOR WINTER.
REMOVAL FOR IRRIGATION SERVICE
SEMINOLE TRAIL (ROUTE 29)
VARIABLE WIDTH R/W
D.B. 1317 PG. 75
D.B. 435 PG. 171
RACTOR TO COORDINATE SERVICE CONNECTIONS
GAS, POWER AND TELEPHONE COMPANY
_ _s ACCESS & UTILITY
EASEMENT
D3--6A4-PG, 78 _
50' ACCESS �\
EASEMENT
f D.B. 630 PG. 98E
.�.�---- — — BENCHMARK
RIM = 491.40' EL =488.94
INV = 4115.50' MAG NAIL
E XISTING FIRE HYDRANT TO ^�•ftE1:fiAIN, CONTRACTOR TO LOWER
70 PROPOSED GRADE IF REQ'D BY FIRE MARSHAL
REUSE EXISTING 1" WATER METER FOR CVS DOMESTIC SERVICE
-REUSE EXISTING r WATER METER FOR IRRIGATION
PVC IRRIGATION LINE
- -.
2�
s
EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD
REFLECT VDOTS GRADE SEPARATED INTERCHANGE
IMPROVEMENTS (PROJECT # 0029 - 002 -901) AS GRAPHIC SCALE IN FEET
CONSTRUCTION WILL TAKE PLACE PRIOR TO THE O 10 20 40
COMMENCEMENT OF CVS CONSTRUCTION
cvs
pharmacy®
NORTHERN 11,945 SF
RIGHT CHAMFER DRIVE -THRU
STORE NUMBER 10746
SEMINOLE TRAIL & RIO ROAD (NWC)
ALBEMARLE COUNTY, VA.
PROJECT TYPE+ NEW STORE
DEAL TYPE PFS
CS PROJECT NUMBER: 86047
ENGINEER
Kim lee y »>HornI
CONSULTANT
KIMLEY —HORN
AND ASSOCIATES, INC.
1700 WILLOW LAWN DR,
SUITE 200
RICHMOND, VA 23230
TEL (804) 673 -3882
FAX (804) 673 -3980
DEVELOPER
THE REBKEE COMPANY
15871 CITY VIEW DRIVE,
SUITE 300
MIDLOTHIAN, VA 23113
TEL: (804) 419 -0740
FAX: (804) 419 -0759
SEAL
$��p1 TH/��j� A
RYA % PERKINS 1"y
4 LTC. No. 046565
�°p 43.Is
rs
ANAL
REVISIONS:
DRAWING BY: RRP
DATE: APRIL 3, 2015
JOB NUMBER: 113001348
TITLE:
UTILITY PLAN
SHEET NUMBER:
cu -101
S /10 /j' i i I
w
THE LUCK GROUP, LLC
D.B. 4345 PG. 207
TAX PL 04500 QO 00106A0
w
�F
ZONE: HIGHWAY COMMERCIAL (HC)
HI
z
aW m
zwo�,N I
�I
wnaa
w a o
z A
�I
DOGHOUSE MANHOLE
LINE I�,
RIM= 493.05
INV. IN(6`�486.31
INV. OUT 486.14,
F /L- 489.37 i/
_ _s ACCESS & UTILITY
EASEMENT
D3--6A4-PG, 78 _
50' ACCESS �\
EASEMENT
f D.B. 630 PG. 98E
.�.�---- — — BENCHMARK
RIM = 491.40' EL =488.94
INV = 4115.50' MAG NAIL
E XISTING FIRE HYDRANT TO ^�•ftE1:fiAIN, CONTRACTOR TO LOWER
70 PROPOSED GRADE IF REQ'D BY FIRE MARSHAL
REUSE EXISTING 1" WATER METER FOR CVS DOMESTIC SERVICE
-REUSE EXISTING r WATER METER FOR IRRIGATION
PVC IRRIGATION LINE
- -.
2�
s
EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD
REFLECT VDOTS GRADE SEPARATED INTERCHANGE
IMPROVEMENTS (PROJECT # 0029 - 002 -901) AS GRAPHIC SCALE IN FEET
CONSTRUCTION WILL TAKE PLACE PRIOR TO THE O 10 20 40
COMMENCEMENT OF CVS CONSTRUCTION
cvs
pharmacy®
NORTHERN 11,945 SF
RIGHT CHAMFER DRIVE -THRU
STORE NUMBER 10746
SEMINOLE TRAIL & RIO ROAD (NWC)
ALBEMARLE COUNTY, VA.
PROJECT TYPE+ NEW STORE
DEAL TYPE PFS
CS PROJECT NUMBER: 86047
ENGINEER
Kim lee y »>HornI
CONSULTANT
KIMLEY —HORN
AND ASSOCIATES, INC.
1700 WILLOW LAWN DR,
SUITE 200
RICHMOND, VA 23230
TEL (804) 673 -3882
FAX (804) 673 -3980
DEVELOPER
THE REBKEE COMPANY
15871 CITY VIEW DRIVE,
SUITE 300
MIDLOTHIAN, VA 23113
TEL: (804) 419 -0740
FAX: (804) 419 -0759
SEAL
$��p1 TH/��j� A
RYA % PERKINS 1"y
4 LTC. No. 046565
�°p 43.Is
rs
ANAL
REVISIONS:
DRAWING BY: RRP
DATE: APRIL 3, 2015
JOB NUMBER: 113001348
TITLE:
UTILITY PLAN
SHEET NUMBER:
cu -101
S /10 /j' i i I
Cvs
pharmacy®
NORTHERN 1,945 SF
RIGHT CHAMFER DRIVE -THRU
STORE NUMBER 10746
SEMINOLE TRAIL & RIO ROAD (NWC)
ALBEMARLE COUNTY, VA.
PROJECT TTPE NEW 9M
DEAL TYPE M
CS PROJECT NUMBER 86047
ENGINEER
Kimley »>Horn
CONSULTANT
KIMLEY -HORN
AND ASSOCIATES, INC.
1700 WILLOW LAWN DR,
SUITE 200
RICHMOND, VA 23230
TEL (804) 673 -3882
FAX (804) 673 -3980
DEVELOPER
THE REBKEE COMPANY
15871 CITY VIEW DRIVE,
SUITE 300
MIDLOTHIAN, VA 23113
TEL: (804) 419 -0740
FAX: (804) 419 -0759
SEAL-
)SEPH A. MATHO
lic. No. 000490
REVISIONS:
DRAWING BY.
RRP
DATE:
APRIL 3, 2015
JOB NUMBER:
113001348
TTLE:
CONCEPT
LANDSCAPE PLAN
SHEET NUMBER:
CP -101
COMMENTS:
�s--95
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