HomeMy WebLinkAboutSP201500020 Plan - Approved 2015-10-23CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
C1
52.05'
40.98'
N65'43'55 "E
39.93'
45'06'25"
21.62'
C2
999.43'
65.64'
S33'1 0'27 "E
65.63'
3'45'47"
32.83'
C3
1 19.46'
1 12.17'
1 S13'12'14 "E
11.98'
35'50'29"
6.29'
r
/
{
24" STOP BAR
VDOT STD C
WIDOMES-,,
TH TRUNCATED
5' CONC. SIDEWALK
EXISTING RIGHT -OF -WAY LINE,
PROPOSED RIGHT -OF -WAY LINE 6"
BEHIND PROPOSED SIDEWALK
4" WHITE DASHED THERMOPLASTIC
LANE LINE, TYPE B, CLASS 1
VDOT STD. CG -6
WHITE THERMOPLASTIC TURN ARROW,
TYPE B, CLASS 1 -�
(2) DO NOT ENTER SIGN / 2' WHITE STRIPE
0
A A4*5- b7'43 "W
0'
Al
�N5'40'11 "E / SAWCUT LINE/ APPROX. LIMITS v'. N24'46'03 "E 150.00'
• �-' g 59l / :' OF PAVEMENT REPLACEMENT
TIMBER GUARDRAIL
VDOT STD. CG -6
��PEUAL USE PERMT PLANSET
CS=101 UTE PLAN
CV-101 EMSTMIG CONDMONS
CG=101 GRAUNG AND DRAWAGE PLAN
DUMPSTER ENCLOSURE
MATERIALS TO MATCH
BUILDING
R1 -1 STOP SIGN W/ STRIPING
SEE DETAIL ON SHEET CS -501
TIE INTO EXITING CURB
TIMBER GUARDRAIL
r
R20:1 I �D
TERRACED RETAINING WALLS W/ SAFETY RAILS. i / R89.0 . • , . ; : ; . ; . • '- : ?' t : ; : I I DIRECTIONAL ARRROW TYP.
MAXIMUM HEIGHT OF EACH = 6 FT. %y°' / R5t1.0 .� ; ; :: ; ; : : ; ° : :24.0' : : • SEE SHEET CS -501 FOR DETAIL
MATERIAL TO MATCH CVS BUILDING (BRICK)
(DESIGN BY OTHERS, REQUIRES BUILDING PERMIT)
_.
to SINGLE LANE
TIE INTO EXISTING CURB AND GUTTER /SIDEWALK /. ' : • : • DRIVE -THRU WINDOW
WITH CONCRETE PAD
f 4.0' ': :• I
INTERIOR PROPERTY LINE \ 13`0
TO BE VACATED
LOADING ZONE
PAINTED AT 2 O OC.S45'L LINE
TO DRIVE AISLE
R1.0'' ' R74:0' °'•!
18.4' N
J / a
w
�! N
/ 6• °' 11 9 45 SF. TYPE B °
LINE OF SIGHT 0 35 MPH = 415 FT I / 18.Oi' 24.0' :: : 18.0' �7 9 ,'ten
(CROSSES INTERSECTION AT 310 FT) 5/ PARKS P R O V D E D �. NI
/ �� /
fiRU IF F. E , 497.2 5 f ;1.
137.3' �: I
/� N ° ° ACCESSIBLE PARKING SIGN 5.3
AND STRIPING (TYP.)
SEE DETAIL ON SHEET CS -501 gmp
11 ; : :�: ; : ; , • ; ; . ; ; :: ;
u'_ ACCESSIBLE SYMBOL YELLOW POLYMER WHEEL STOP ( TYP. )
,
SEE DETAIL ON SHEET CS -501 SEE DETAIL ON SHEET CS -501 18.0
Oj
I a •I.
> S45'02'38 "E
' � • -' TIE INTO EXISTING CURB
r /
PARK ING 'R1O.D• °
1 : 4:
STALLS (TYP.) 3' p 18.21' 99' X 18' .: • ;;2•4'.0 ;
•
°
GJ, :a2 :0 5. '12:0•
' o 3 5 • CROSS A_ K
-6
:o .�-- .�-�:• � :• : � :• :• :•; : :• �.:: fir,
1.
rn
I
PROPOSEQ c; cS • '
MONUMENTS
z \ E i
_ .:.. �.. - ]r BUILDING• •
:
Q SIGN .1YP.•
SET40K 4
.I
c'�`
-- -!—r:, — —
�' w
c
w —
10'
_ - -
REULAVER X*
vo
PERM. UTILITY EASEMENT
R25. '.ii • .. • .. , I
N�7'22
-•- -
3= E �
88.21'
---- ...a__tl_ ---•_ N24'20'05 "E 174.59' . • ""---
-- CONCRETE PAD -
PROPOSED R1 1 STOP SIGN W/ STRIPING
- �- .___.....__.._... woT sTD. cc -126 _
"` -- FOR' ACCESSIBLE PARKING
•
$ - ----•• .. .__- ......_._....__....,...._.. CONCRETE SIDEWALK 1 .
' CQNQRETE_ SIQZ.WA4K,..,_ __.,___.. WIRES,TO BE RELOCATED .
f -.... VDOT STD CG 12B
(TO TIE TO PROPOSED BY VDOT AS PART OF
GRADE SEPARATED LINE OF SIGHT
_ °--.._..- --- -.- _._.___.-- __..._,._ -__. ,....•._ VDOT SIDEWALK) 45 MPH = 565 FT
- - -'• -.• - INTERCHANGE PROJECT
S E 1'1iI I N-O-L-E _ -_T AIL _ ,__ R O U'P E '29 )
VARIABLE WIDTH R/W
D.B. 435 PG. 171
Submittal Type
Reviewed and Approved by the
Community Development Department
Date 9/95
File #.���fC�Q -.ZOO
n awre
PROJECT DATA
PROJECT:
CVS /PHARMACY STORE #10746
ADDRESS:
1700 & 1710 SEMINOLE TRAIL
MUNICIPALITY:
ALBEMARLE COUNTY
MAGISTERIAL DISTRICT:
RIO
PARCEL(S):
06100 00 00 123F0, 06100 00 00 123GO
EXISTING USE:
COMMERCIAL
PROPOSED USE:
CVS /PHARMACY WITH SINGLE DRIVE THRU (RETAIL)
EXISTING/ PROPOSED
ZONING:
HC - HIGHWAY COMMERCIAL
SPECIAL USE PERMIT REQ'D:
DRIVE THRU
OVERLAY DISTRICT(S):
ENTRANCE CORRIDOR OVERLAY
SITE AREA:
1.632 ACRES PRIOR TO R/W DEDICATION
1.535 ACRES AFTER R/W DEDICATION
BUILDING AREA:
11,945 SF
OPEN SPACE CALCULATION:
0.421 ACRES, 27.4% OF SITE
IMPERVIOUS AREA:
1.115 ACRES, 72.6% OF SITE
PARKING REQUIRED:,
67 SPACES (1 SPACE PER 100 SF RETAIL UP TO 5000 SF,
1 PER 200 SF BEYOND 5000 SF)
PARKING PROVIDED:
57 SPACES (EXCEPTION REQUIRED)
MINIMUM SETBACKS:
10 FT YARD ALONG R/W, 30 FT BUILDING
LOADING ZONE:
1 SPACE REQUIRED/ PROVIDED
HEIGHT LIMIT:
45 FEET
BUILDING HEIGHT:
30 FEET
FLOODPLAIN:
ZONE X (AREA OUTSIDE 500 YEAR FLOOD LEVEL) PER
FEMA FIRM NUMBER 51003CO278 D, EFFECTIVE
FEBRUARY 4, 2005
TOPOGRAPHY SOURCE:
ALTA SURVEY PROVIDED BY JENNING STEPHENSON,
P.C. DATED DEC. 3, 2014
PAVEMENT HATCH LEGEND
LIGHT DUTY ASPHALT
(PARKING SPACES
HEAVY DUTY ASPHALT
CONCRETE PAVEMENT
RIO ROAD TURN LANE PAVEMENT
EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD
REFLECT VDOTS GRADE SEPARATED INTERCHANGE
IMPROVEMENTS (PROJECT # 0029- 002 -901) AS
CONSTRUCTION WILL TAKE PLACE PRIOR TO THE
COMMENCEMENT OF CVS CONSTRUCTION
1O
,z
GRAPHIC SCALE IN FEET
0 10 20 40
[Pinarmacy
NORTHERN 11,945 SF
RIGHT CHAMFER DRIVE-THRU
STORE NUMBER 10746
SEMINOLE TRAIL &RIO ROAD (NWC)
ALBEMARLE COUNTY, VA.
PROJECT TYPE NEW SPORE
DIE& TYPES FP3
Cs PROJECT NUMBER: 86047
ENGINEER:
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:
EAL:
Itt��.LTH Oe�
i 6�—
RYAN PERKINS
LTC. No. 046565
G.i7.15
•iZ NAL !
REVISIONS:
DRAWING BY: RRP
DATE: JUNE 17, 2015
JOB NUMBER: 113001348
TI TLE:
SITE PLAN
SHEET NUMBER:
CS -101
COMMENTS:
S.U.P.
NOTES
1. OWNERSHIP:
PARCEL 1 - UNION BANK AND TRUST COMPANY
D.B. 3591 PG. 107 TAX PCL.: 06100 00 00 123FO
PARCEL 2 - 1710 SEMINOLE TRAIL, LLC
D.B. 3729 PG. 738 TAX PCL.: 06100 00 00 123GO
2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A
TITLE COMMITMENT PREPARED BY CHICAGO TITLE INSURANCE
COMPANY, COMMITMENT NO. 731400169 DATED 11 -3 -14 AND
ADDRESSED THOSE ITEMS LISTED UNDER SCHEDULE B
SECTION 2 AS FOLLOWS:
1 - NOT ADDRESSED
2 - SHOWN
3 - D.B. 211 PG. 21 - MAY PERTAIN BUT CANNOT PLOT
4 - D.B. 234 PG. 564 - MAY PERTAIN BUT CANNOT PLOT
5 - D.B. 630 PG. 98, D.B. 1243 PG. 248 - SHOWN
6 - D.B. 630 PG. 98 - SHOWN
7 - D.B. 637 PG. 121 - SHOWN
8 - D.B. 643 PG. 78 - SHOWN
9 - D.B. 643 PG. 78 - SHOWN
10 - D.B. 720 PG. 721 - SHOWN
11 - D.B. 782 PG. 345, D.B. 1546 PG. 404
PERTAINS BUT CANNOT PLOT
12 - D.B. 785 PG. 680, D.B. 804 PG. 483
SHOWN BUT OWNERSHIP AT TIME OF DEDICATION
IS IN QUESTION.
13 - D.B. 1555 PG. 558 - SHOWN
14 - D.B. 1819 PG. 279 - SHOWN
15 - NOT ADDRESSED
3. THIS PROPERTY IS IN ZONE 'X' OF THE FEMA DEFINED
FLOOD HAZARD AREA AS SHOWN FLOOD INSURANCE
RATE MAP NUMBER 51003CO278D DATED 2 -4 -2005.
4. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT
SURVEY NO INDICATIONS OF A CEMETERY WERE FOUND.
NO FURTHER INSPECTION OF THE PROPERTY HAS BEEN
MADE FOR POSSIBLE CEMETERIES.
5. PER THE COUNTY OF ALBEMARLE THIS PROPERTY IS
ZONED HIGHWAY COMMERCIAL
6. DATUM: HORIZONTAL - NAD 83
VERTICAL - NAD 88
7. POWER
SHRUB
DOMINION VIRGINIA POWER
TREE
701 E. CARY ST
SIGN
RICHMOND, VA
Q
804 - 771 -3655
QS
TELECOMM
w'
VERIZON BUSINESS
2400 N. GLENVILLE DR.
RICHARDSON, TX 75082
❑
800 - 624 -9675
R2
LUMOS NETWORK
❑w
524 W. BROAD ST.
WAYNESBORO, VA 22980
540- 946 -3129
b
FIBERLIGHT, LLC
1p
®
3655 BROOKSIDE PARKWAY
-r
G
SUITE 550
ALPHARATTA, GA 3022
240 - 994 -0305
QWEST GOVERNMENT SERVICES,
INC.
2950 TOWERVIEW ROAD
SUITE 150
HERNDON, VA 20171
703 - 464 -7529
COMCAST
324 WEST MAIN ST.
CHARLOTTESVILLE, VA 22903
434 - 951 -3761
CENTURY LINK, INC.
127 E. CHURCH ST.
MARTINSVILLE, VA 24112
276 - 666 -4247
GAS
CITY OF CHARLOTTESVILLE
305 4TH STREET NW
CHARLOTTESVILLE, VA 22903
�S0
434 - 970 -3815
9
\�
WATER /SEWER
CITY OF CHARLOTTESVILLE
305 4TH STREET NW
CHARLOTTESVILLE, VA 22903
434 - 970 -3185
ALBEMARLE COUNTY SERVICE
\508
AUTHORITY
168 SPOTSNAP ROAD -
CHARLOTTESVILLE, VA 22911
434 - 977 -4511
RIVANA WATER AND SEWER
AUTHORITY
/
-/
INV.= 511.78
Ali
i / / \/S•. /h ob.
BALMUN, LLC F L= 486.23
D.B. 2223 PG. 458
TAX PCL.: 06100 00 00 123DO /
BALMUN, LLC
co / D.B. 2223 PG. 458
S/
/N A /TAX PCL.: 04500 00 00 105AO IL, /F /
X15» CONIC �r
N
9
\ f '
0
Co �6'\ �' ,' /' i' C/L /5' ACCESS & UTILITY
�' ^h \ �,' �' VA. P�WER /' EASEMENT / 1 / INV. =49 .3 s F =492. I - --T""- ---
\ / 1 061 /
Op�O \�� '� / // ' D.B.E720T /' D.B. 43 PG. /78 ! ►N24'41'02 "E / \ I /
149.85' , NAIL /
Q f�G. 721 1/F
0 00
if
/O C - C,d m I IV-
10 ^�
• / 46.2' ❑ ❑ 14.6 ►' 10.06' \' / -u z 0 / I / /v- INV.= 487.58
61.4 J
\ s , / / / \ , / // / ' / li � �, ^�/ Q / / \ I ® • '� I °D o 30' BU/LD l
INC / z: LIN E ( 15"
CONC. D 13. 643 PG 78 6.2 ' PARCEL 1 5.4'
/
I N 0) I II II I / /
UTILITY 0.79 ACRE ' , �
(j, (.6 o �ASEMENT
F.F. = 499.X4 �rn �rl j / / I I D.IBj 637 PG. 121
/ 54 / ►� /
VICINITY MAP - NOT TO SCALE
-- - - UGE -
----UGT -
- W
FO
U TL
- - - OHE
LEGEND
UNDERGROUND
SHRUB
UNDERGROUND
TREE
UNDERGROUND
SIGN
-o-
Q
DRAINAGE MANHOLE
QS
SANITARY SEWER
w'
OVERHEAD POWER
WATER VALVE
LIGHT POLE
❑
TRAFFIC BOX
R2
WATER METER
❑w
WATER BOX
FIRE HYDRANT
POWER POLE
b
GUY WIRE
1p
®
TELEPHONE PEDESTAL
-r
G
TELEPHONE MANHOLE
UNDERGROUND
ELECTRIC
UNDERGROUND
TELEPHONE
UNDERGROUND
WATER
UNDERGROUND
FIBER OPTIC
UNDERGROUND
TRAFFIC
UNKNOWN UNDERGROUND
OVERHEAD POWER
12 h z o ' I I / / / / I I // / LEGAL DESCRIPTIONS
\ �' / C° ❑ /' / 15 / I I I ' THE LUCK GROUP, LLC PARCEL 1
\ X o 5.4 1 / / I / / D.B. 4345 PG. 207
o o /� I / BEGINNING AT A POINT MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE
F.F.= 510.67 z i
n o
601 'ql - o F.F. = 501.63 X - , w O� ,� ! TAX PCL.: 04500 00 00106A0 NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29; THENCE ALONG THE
\ / TWO STORY 5. Z i� Vol, I / , SAID NORTH LINE OF RIO ROAD THE FOLLOWING FOUR COURSES: ALONG A CURVE TO
/ / BRICK I _ �" o Q z m I I I THE RIGHT HAVING A RADIUS OF 51.62', A LENGTH OF 38.66', A CHORD BEARING OF
/ (OLD) oN ONE STORY ❑ ' 1 ' 1 N 85'46'40" W AND A CHORD OF 37.77' TO A POINT; THENCE N 44'34'57" W 41.48'
\ N / (n / ,
i �• NO POSTED � � ' ' Z �' I � I I '
\ / /
co / # g BRICK 5.4 / / w cn � / , I o I TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 999.43', A
w / / /, /
'T C/) co / / N (OLD) o / Z) w w C CL ' �/ i I LENGTH OF 146.51 , A CHORD BEARING OF N 35'29'31" W AND A CHORD OF 146.38'
\ _ / �' �, NO #POSTED ! I / I� ' 0 C o �, / I �I N i TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 647.09', A
° �- Q Q)' PARCEL 9 +I �'' 5.4 I z M �+' ,
Q o .{, o J N m / I LENGTH OF 49.64', A CHORD BEARING OF N 41'56'37" W AND A CHORD OF 49.64' TO
a,�' d`� rV. 0.84 ACRE 4 c�.� u O/ cy� m 1 I A POINT; THENCE LEAVING THE SAID NORTH LINE OF RIO ROAD
J c� \gyp_ - _- APPROX. LOCATION 5 4, / w 1 N 44-52'17" E, 97.60 TO A POINT; THENCE S 65'12 20 E, 223.47 TO A POINT ON
\ !� � 30' BUILDING LINE , / / z ° ^ I 1 / I THE WEST LINE OF U.S. ROUTE 29; THENCE ALONG THE SAID WEST LINE OF U.S.
ROD /F
\ BENT [�/•y�j
- \ �.JC
' 1 'VQ D.B. 643 PG. 78 ' �/ z 11 / it a'- /' /I ROUTE 29 THE FOLLOWING TWO COURSES; S 31'49'48" W, 26.87' TO A POINT; THENCE
/ 61.6' / / / �g6/ / I S 27'14'13" W, 158.64' TO THE POINT AND PLACE OF BEGINNING CONTAINING 0.841
/. --
_ I I I / / ACRE.
77.90' / 1 / /
I5 CONIC.- I ❑ �' /' C/L 15' PARCEL 2
F/L 4 3. / ' VA. POW cn I / ,I BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE
I
E SEMEN , I ► NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29; THENCE ALONG
�
v of
� _ �! - 1 B. 720 �� I / i THE SAID WEST LINE OF U.S. ROUTE 29 N 19'10'28" E, 185.70' TO THE TRUE POINT
SIGN / PG. 721 F/L =489.37 AND PLACE OF BEGINNING; THENCE LEAVING THE SAID WEST LINE OF U.S. ROUTE 29
_ 227.59' TO A POINT; THENCE N 24'41'02" E 149.85" TO A POINT;
Hp \� 3p. IL 'h0 0 per/ / / I _ \ - N 65'12 20 W, ,
3 � BU o � r' / I 1 APPROXIMATE
_ _ _ _ _ '�B. 64 N,G' LINE /`° h o 0 / I'll f- 1 LOCATION THENCE S 65'00'52" E, 230.64 -' TO A POINT ON THE WEST LINE OF U.S. ROUTE 29;
\ '� G' 7g ' `Z� / '� %� N , ' r i ' `� i 12' STORM SEWER
THENCE ALONG THE SAID WEST LINE OF U.S. ROUTE 29 THE FOLLOWING THREE
' 3H0 -; ---�_ ho 1 COQ o°' , , �, COURSES: S 24'09'31" W, 85.58' TO A POINT; THENCE S 250715 W, 16.20 10 A
695 MOORES CREEK LANE /� 50-7- ,o - GN 1 °� / / \ EASEMENT
CHARLOTTESVILLE VA 22902 1�' �� / , _ - - / PER _ - -�L M /� / ,'�` ,' o`O ,' / ,' D.B. 630 PG. 98 POINT; THENCE S 29'10'17" W, 47.44' TO THE TRUE POINT AND PLACE OF BEGINNING
n - 3 / / _ 'y CCESS & CONTAINING 0.791 ACRE
434 - 977 -2970 ' �c -' - D. .359 PG. 1 17 - 1 Uhf ITY , ' C '0 /UTILITY i
- t / H. B. 6 4 T- _
o \ _ O_ Y /' •. / F' /L -PLAN)
' EASEIeIENT 00'
SS y ' _
LA ) �' \ ' / / - / D.B. 64/' PG. 78 / ✓ I
-_ �0 -�` -' _ �CSEM NT 3 0 ( /ER ) TOP =4 5.2f 50' ACCE' � �\
-''- NAIL S-'\ , _ _ _ _ D. 637 C�.'1 1 / D , �' ' F L -4 9.7f °� / I / ' / \ \�1/
�
SIGN L s S� - - - �' P L== .5f ' � /F /I =489 7 r � , 1S ONC. (PER/ LAN) � ,' cn I � D.B. 630 FAG; 98 \ C'
P E - - - '�`' P AN D ( N L P R NV, 90.6 / M N \ \
SS - _ �/ 1 »�_ G. 44 , MAIL OX �o D.B. 124 PG:. 24 -8
\ / =493.9 FFIC , - - - - - - - _ SS_ 5 CONC. �� - - m D „I ' \\ \
/ �- w o 15/ CONC. \
APPR6�C LOCATION 2f CAM L4 -0 _ _ '�' - '
RESERVED / ' P - ' _ �- SSl -- \ / -- -4� 3H0
RIGH OF -WA \ , - - ' /L. f�ER !9fi - a �\ I i
D.B. 643 PG. 8 I _ - 0. &.'643 PG. 80 L1 PL��> \�-' -- \ !Ir
�\ i - , - - ° ROD L. \ -' 84 8.5 0 -�"= -T - s F/L =496
�In
/ S24'09/'31 "W -'- �-_- :SS
, ROD /F L2 /
5t' CO 85 I 2'X3' BOX
15" CONIC
_ - t8 ITOP =491. ROD /Fj CULVERT
O \ . - - - _ - _ I -_ -f-
`�� ji 1 �� 's (R!<R PLAN "I9 P/I R PUNCH F L= 487.47 / 8 - (PER PLA
DISTANCE -- -�- - - - ) �� D.B. 643 PQ. 80 \ HIOLE /F / \ \\ \ 18" CONIC.
63.99 Q - - „D•B. 1819 PG�279 \� \
16.20 �� - \ o - ER PLAN) F /L= 478.67
-\ BENCHMARK
A-7 AA' ��
185.70' CURVE TABLE U. S. ROUTE 29
26.87' CURVE RADIUS LENGTH CHORD BEARING CHORD VARIABLE WIDTH R/W
158.64' Cl 51.62 38.66 N85'46'40 "W 37.77 D.B. 1,317 PG. 75
4.12' C2 999.43 146.51 N35 *29'31 "W 146.38 D.B. 435 PG. 171
EL= 488.94
MAG NAIL
ALTA/ACSM LAND TITLE SURVEY
ON TWO PARCELS OF LAND LYING
ON THE NORTHWEST CORNER OF
RIO ROAD AND U. S. ROUTE 29
RIO DISTRICT ALBEMARLE COUNTY, VIRGINIA
DATE: DECEMBER 3, 2014 SCALE: I" = 20'
EXISTING CONDITIONS CV -101
3. STORM DRAINAGE CLEANOUTS SHALL BE TRAFFIC BEARING AND PROTECTED BY CONCRE
COLLAR (SEE DETAIL THIS SHEET).
4. REFER TO SHEET CG -302 FOR STORM SEWER PIPE AND STRUCTURE TABLES.
5. ALL STORM STRUCTURES TO RECEIVE INLET PROTECTION.
x 6. MAXIMUM HEIGHT OF RETAINING WALL SHALL BE 6 FEET. SAFETY RAILS WILL BE REQUIRE
7. GRADES ,ALONG RIGHT -OF -WAY HAVE BEEN APPROXIMATED BASED ON VDOT PLANS.
o STORM STRUCTURES
A VDOT STD DI -26; L =6 FT
® ®� TOP = 494.35; 1 NV = 489.37; H = 4.98'
Lo ® B VDOT STD DI -3 B; L =6 FT
^�� ®� TO P = 496.74; 1 NV = 491.84; H = 4.90'
515.50 ��.` v
5 ®60 TC FL h�� C VDOT STD DI -2A; L =2.2 FT
517.06 ®51 FL 514.10 ��� O�' � V TO P = 496.47; 1 NV = 492.71; H = 3.76'
TC
TC ` �� ^� A TO BE
CONSTUCTED6" ABOVE D VDOT STD DI -2C; L =6 FT
® -507.11`11 505.000 CONCRETE APRON
515.62 TOP = 495.40; INV = 489.78; H = 5.62'
® FS 506.57 -- ® - �_ pw ru
515.72 BW 506.83 499.00 503.84 499.50 501.37 498,20 497.01
516.33 s 516.23 FS 511.TW TC BW TC TW TC TC I� TC E VDOT STD MH, D=48"
TC 517.16 1 FS 506.91 500 �Op 499 81 I TOP =496.41; INV = 490.60; H = 5.81'
t. FS 506.00 BW 501 TC F VDOT STD DI -2C; L =6 FT
RETAINING WALL DESIGN BY OTHERS, TW ._� 505.63____506 Q� p2 01
MATERIAL TO MATCH CVS BUILDING ..y 505.0 TW - -��� -f s�� D�� X TOP =496.75; INV = 492.85; H = 3.90'
® *'/
TW
-- 499.00 X98 I (� X2 (EX.) EX. MH; LOWER RIM
515.33 • 507.00 r 498.66 X
BW 498.86 BW I TC I TOP =494.88; I NV = 489.70; H =5.18'
496.69
TC / / 499.00 A ^ 497.07 I I 496.21 I
® ; / T1NI3.00 499.29 TC 500.00 TC �9� 499BW TC TC 497.55 TC / TW I I TC
N STORM PIPES
499.94 i ° 496'88 I ° I F - E 151 LF - 15 in CLASS III RCP @ 1.49%
514.32 ® T / BW TC496 82 I D I 496.47 I INV (I N) = 492.85; INV (OUT) = 490.60
51 507.00 499.38 499.15 497.25 ° TC � - - j TC X I V 497.00
TIE INTO EXISTING CURB AND GUTTER BW TC 499.20 TC TC 496.62 497'28 TC E - D 56 LF - 15 in CLASS I I I RCP @ 1.46%
�- 5112.99 499.32 499 9 497.25 TW INV = 492.80 TC INV(IN) =490.60; INV (OUT) =489.78
1 •'�/ / TC
499.20 499.24 TC TC 497.25 TC C B 496.74 D - X2 (EX.) 5 LF - 15 i n CLASS I I I RCP @ 1.60%
498.90 496.55
513.30 d � TC TC TC INV (I N) = 489.78; I NV (OUT) = 489.70
- TW 497.25 TC
J� tr ^ TC �°� 498.81 TC
p p �, 505.36 TC 49 I C - B 31 LF - 15 in CLASS I I I RCP @ 2.81%
�� ��Q •� 513.4C / TC -- ° 4TC' P1 INV(IN)= 492.71;INV(OUT) =49184
° IA��►1 I
498.36 9g l INV= 493.31 x
\P _ o
� TC �// ( � B A 88 LF - 15 i n CLASS I I I RCP @ 2.81
� � _ _ _ it
JP O' 498.00 498.14 ✓ f r L /� INV(IN) =491.84; INV(OUT)=489.37
EXISTING SIDEWALK , _ - _ _ _
TC- TC < `t -� F \I D E l_ 11 LF OF 6" PVC / 86 PVC ® /496.19
o,
504.50- X3679' 497.13 497.11/ 495.78 /
504.99 TW o ° ° FS 497.25 TC TC
BW 498.64V8_ F
O ° 497.25 497.FS TW 49 9 TC
7.18 47.25 497.11
° ° ,
498.50 ° ° I
� 497.05
TW, 496.93 ° a a TC
-
498.00 , °
j... BW- FS 497.18 _ _ 497.18
496.76- ` ° °° 97 TC P 496.68 TC 496.43
TC , 25q ° 4 I
F 497.18 FS TC
494.74
J , o TC P TC
-
>✓ 496.41 A
161 �a 496.36 e TC
>' ® \ 496.95 FS E ADA ROUTE TO 494.50 ItK
497.12 FS PUBLIC SIDEWALK TC
�r oK
TC 497.44 496.95 ` � T 494.09
495.56 495.63
TC FS TC TC
SO 497.61\�'� 495.61 J� 495.53
TC FS FS 494.80
497.55 TC
495.46
TC 9 Ng6496.10 TC
.1; -- 494.75
,. X2 TC
498 496.04
a
494.69_
TC
__.._
--
_._ .. . . . ....... ... .... .. ---- -.__-__ ........... ..... ...... ... ........ ..__.__. - -- ..__ - ... _ - 496.06
r$ i 496.31 ® ■9�A ■m Em Em ow
_._.__ ........_... FS 495.66
FS V4
EXISTING SIDEWALK MEa _....
_.. _
SEMINOLE TRAIL (ROUTE 29) ...... -.
VARIABLE WIDTH R/W
D.B. 1317 PG. 75
D.B. 435 PG. 171
j -
_
_._
EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD
REFLECT VDOTS GRADE SEPARATED INTERCHANGE
IMPROVEMENTS (PROJECT # 0029 - 002 -901) AS
CONSTRUCTION WILL TAKE PLACE PRIOR TO THE
COMMENCEMENT OF CVS CONSTRUCTION
GRAPHIC SCALE IN FEET
0 10 20 40
zj
3 E
STORE NUMBER: 10746
SEMINOLE TRAIL & RIO ROAD (NWC)
ALBEMARLE COUNTY, VA.
PROJECT TYPE NEW STORE
DEAL TYPE FPS
CS PROJECT NUMBER: 86047
ey)))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
Llc. No. 046565
� 1
y% OXAL jP
REVISIONS:
DRAWING BY: RRP
DATE: JUNE 17, 2015
JOB NUMBER: 113001348
TI TLE:
GRADING PLAN
SHEET NUMBER:
CG -101
COMMENTS:
S.U.P.