HomeMy WebLinkAboutSDP200700070 Plan - Approved 2007-08-16U.S. ROUTE 250 - RICHMOND ROAD
TRAFFIC
ROX
851 35'31 *E 410.07' 5' Sl;)EWA[.K
75.87'
SIG
SIGN
cc, 2 RAMPS TRO
AND SIGNAGE M
CONFORM TO
ADA STANDARDS
9 ASPHAJ-7 A ;
CONCRETE
LAMP BASE
KM
ASPS A!_ 1 •
CC"
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n,N TrPS CIAW, LLC J L
v
CONCRETE
LAMP BASE
CONCRETE -
CURB STOP
DROf INI ET 7'51c 1P., ..nPEF)TOP
0
DF4 SIGN
LAW- RA CURB
d CtJ T
FLAG
POLE
By CONC
S1b Zt4
E
22.00' I 12
HVAC
CURB
ENCLOSURE
12
ENCLOSURE
ASPHALT
TIE TO
EXISTING
SCREENED
I 2
ASPHALT
V02-
SPILL CURB
34.
2' CONCRETE
CURB & GUTTER
2" VENT -
PIPE =4
MATCH EXISTING-
PAVEMENT
PROPOSED ASPHALT-
PAVEMENT Mimi
ELEC
PAVEMENT
DIRECTIONALDIRECTIONAL
ANIlj _M ( TYP.
CG-2)
CnQlIr DAW
0 SPACM I EOUN
1 am FT.
RELOCAT
HANDICAP
PARKING SIGN TMP 78--76
VIRGINIA OIL COMPANY, INC.
FYiSTING GAS STATION
RESTAURANT
1W I JtK - I I . .1 . I j I Wv Rv
1 C -
U
ENTER" SIGN
DROP LET --- CONCRETETOP544.25 CONCRETE
PASF
RE ACE 17 LF I 0.= 8.25
6 SAW T
I TE M
xCUI ( 2 ). A EXIS iAMAr'E'
T FFNCE-PA BRICKF`AiNITEIF 5' CONC. Al I-
SIDEWALK
6 ASPHALT
PROPOSED ASPHALT
C-7- _> EMPOTRARY DLIMPST+PAVEMENT _:_ I
2 SAN;T) Y SE' R ENT ELEC. SERVICE
H
CONCRE TE TOP = 547.81
0 LAMP RASE S 41 61
X33,67 `vc 1. ''541.46•,
ss- SS___ ss . ...... - - - - qSloxcIf ' S S
V V . G--24 FELE. F,TL- MPTMP BASECG_ 12 IRAN LAL
4zn bbLAM
7-- -------
Af 0
DROP INLET
i.4 OF !F`1 PF
4-
PAIN TIED CROSSWALK'
7 •d_1 -444 i TOP = 544.64 CG 12
34,4' OF DPE AM 45' W, !,
0 .71 1.,= - 53504 , W V. BENCHMARKABBEYROADW
092 317. W' 0
F.'. A Z_:'k I v A
1PR,1'_ E4SW:NT RIGHT FRONT BONNET BOLT ON FIRE Hyr)RANT
ELEVATION 54714.
7
rMP 78-73AI
PAN TOPS GIANT, •LC
0.5 1/- 1
0.33,
Ilr OW STEEL MM (#4 MM
20 MPAOM LDWN
SECTION A - A
A
I cum & GUTTER
COMP111CM 9W COLW42E
1
I- UKSMVED OR Qr1rA8W THRU CoNortM
RELOCATION OF cww
2. SW WE PLAN FOR CUM STOP LooqXM. Typ"Ly PLACED
W ow OF 99x or cum
0%Ill Nr%M STOP 1)UjA&Axw
NOT TO OCAU
PREPARED IN THE OFFICE OF:
3
21"• WHITEa
06/25/07
BUILI)ING
4A 00
REVISED PER CONTRACTOR COMMENTS - FRONT ENTRANCE GRADES 1/31/07 JDK
C ETE li
SW !4'00'M
11/13/()6
I.- M A-F
4.. ASPHALT
REV. No.:
4
4
ATM
DATE:DRAWN BY:CHECKED BY
5' CONC.
FRONT (BUILDING)-30 FROM PUBLIC R/W
FRONT (PARKING)-
SIDEWALK
SIDE YARD (STREET) -
CONCRE rE
SIDE YARD (INTERIOR) -NONE
Rr
LAMP 19ASF
PROPERTY ID PO -MC: PLANNED DISTRICT-MIXED COMMUNITY
EC: ENTRANCE CORRIDOR OVERLAY DISTRICT
ZONING
c-
I Space / 300 SF) 1,514 x 1/300
l4
EXISTINGBY-PASS PAVEMENT
CC - -1
LANE RAMP 6
CONCRETE
20.73'
8
RELOCATED
LAMP BASE
TIE TO
F
EXISTING
R5.00'
H CONC. WALK
RAW
SRPILLL 1"'EDARS '6)
CURB
CAR'WASH
FYiSTING GAS STATION
RESTAURANT
1W I JtK - I I . .1 . I j I Wv Rv
1 C -
U
ENTER" SIGN
DROP LET --- CONCRETETOP544.25 CONCRETE
PASF
RE ACE 17 LF I 0.= 8.25
6 SAW T
I TE M
xCUI ( 2 ). A EXIS iAMAr'E'
T FFNCE-PA BRICKF`AiNITEIF 5' CONC. Al I-
SIDEWALK
6 ASPHALT
PROPOSED ASPHALT
C-7- _> EMPOTRARY DLIMPST+PAVEMENT _:_ I
2 SAN;T) Y SE' R ENT ELEC. SERVICE
H
CONCRE TE TOP = 547.81
0 LAMP RASE S 41 61
X33,67 `vc 1. ''541.46•,
ss- SS___ ss . ...... - - - - qSloxcIf ' S S
V V . G--24 FELE. F,TL- MPTMP BASECG_ 12 IRAN LAL
4zn bbLAM
7-- -------
Af 0
DROP INLET
i.4 OF !F`1 PF
4-
PAIN TIED CROSSWALK'
7 •d_1 -444 i TOP = 544.64 CG 12
34,4' OF DPE AM 45' W, !,
0 .71 1.,= - 53504 , W V. BENCHMARKABBEYROADW
092 317. W' 0
F.'. A Z_:'k I v A
1PR,1'_ E4SW:NT RIGHT FRONT BONNET BOLT ON FIRE Hyr)RANT
ELEVATION 54714.
7
rMP 78-73AI
PAN TOPS GIANT, •LC
0.5 1/- 1
0.33,
Ilr OW STEEL MM (#4 MM
20 MPAOM LDWN
SECTION A - A
A
I cum & GUTTER
COMP111CM 9W COLW42E
1
I- UK SMVED OR Qr1rA8W THRU CoNortM
RELOCATION OF cww
2. SW WE PLAN FOR CUM STOP LooqXM. Typ"Ly PLACED
W ow OF 99x or cum
0%Ill Nr%M STOP 1)UjA&Axw
NOT TO OCAU
PREPARED IN THE OFFICE OF:
3
21"• WHITEa
06/25/07
BUILI)ING
4A 00
REVISED PER CONTRACTOR COMMENTS - FRONT ENTRANCE GRADES 1/31/07 JDK
Ong)
1
SW !4'00'M
11/13/()6 DAW
4.. ASPHALT
REV. No.:REVISION:
4
ATM
DATE:DRAWN BY:CHECKED BY
FRONT (BUILDING)-30 FROM PUBLIC R/W
FRONT (PARKING)-PARKING 10' FROM PUBLIC R/W
SIDE YARD (STREET) -NONE
SIDE YARD (INTERIOR) -NONE
Rr
NONE
PROPERTY ID PO -MC: PLANNED DISTRICT-MIXED COMMUNITY
EC: ENTRANCE CORRIDOR OVERLAY DISTRICT
ZONING
CANOPY8
I Space / 300 SF) 1,514 x 1/300
C4 12
1 EXISTINGBY-PASS PAVEMENT
HANDICAP 4;
1
LANE RAMP 6
CONCRETE8LAMPBASE AIFR
F
L
FYiSTING GAS STATION
RESTAURANT
1W I JtK - I I . .1 . I j I Wv Rv
1 C -
U
ENTER" SIGN
DROP LET --- CONCRETETOP544.25 CONCRETE
PASF
RE ACE 17 LF I 0.= 8.25
6 SAW T
I TE M
xCUI ( 2 ). A EXIS iAMAr'E'
T FFNCE-PA BRICKF`AiNITEIF 5' CONC. Al I-
SIDEWALK
6 ASPHALT
PROPOSED ASPHALT
C-7- _> EMPOTRARY DLIMPST+PAVEMENT _:_ I
2 SAN;T) Y SE' R ENT ELEC. SERVICE
H
CONCRE TE TOP = 547.81
0 LAMP RASE S 41 61
X33,67 `vc 1. ''541.46•,
ss- SS___ ss . ...... - - - - qSloxcIf ' S S
V V . G--24 FELE. F,TL- MPTMP BASECG_ 12 IRAN LAL
4zn bbLAM
7-- -------
Af 0
DROP INLET
i.4 OF !F`1 PF
4-
PAIN TIED CROSSWALK'
7 •d_1 -444 i TOP = 544.64 CG 12
34,4' OF DPE AM 45' W, !,
0 .71 1.,= - 53504 , W V. BENCHMARKABBEYROADW
092 317. W' 0
F.'. A Z_:'k I v A
1PR,1'_ E4SW:NT RIGHT FRONT BONNET BOLT ON FIRE Hyr)RANT
ELEVATION 54714.
7
rMP 78-73AI
PAN TOPS GIANT, •LC
0.5 1/- 1
0.33,
Ilr OW STEEL MM (#4 MM
20 MPAOM LDWN
SECTION A - A
A
I cum & GUTTER
COMP111CM 9W COLW42E
1
I- UKSMVED OR Qr1rA8W THRU CoNortM
RELOCATION OF cww
2. SW WE PLAN FOR CUM STOP LooqXM. Typ"Ly PLACED
W ow OF 99x or cum
0%Ill Nr%M STOP 1)UjA&Axw
NOT TO OCAU
PREPARED IN THE OFFICE OF:
3 REVISED HANDICAP RAMP / ADD FLAG POLE 06/25/07 DAW PAB
2 REVISED PER CONTRACTOR COMMENTS - FRONT ENTRANCE GRADES 1/31/07 JDK PAB
1 REVISED PER COUNTY ZONING INSPECTOR COMMENTS 11/13/()6 DAW PAS
REV. No.:REVISION:I DATE:DRAWN BY:CHECKED BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2005
Kimley -Horn
II and Associates, Inc.
IA WX WJW WKM CMMM 2 *-3068
CLIENT:
FIRST CITIZENS BANK
TITLE:
SITE PLAN
0i
W. 0=
UIZ4 10
co"Com A rmva
by the A1krjwk&un+y
cawmih
rnAw" ampa
We: 614107 Ng
RC *- SDIF 07-070
WPACM OW COUM
GRAPHIC SCALE
20 0 10 20 40
IN FEET
I Inch - 20'
r-;
5122/06 PROJECT:
IZON SCALE: RIVANNA RIDGE
1'-20
I AL CAIC
N/ S LE: SHOPPING CENTER
WN BY:
DAW
IGNED BY: ALBEMARLE COUNTY, VA
PAB ATTACHED REFERENCE FILES: 10B NUMBER: SHEET NUMBER:CKED BY:
PAB _711737107 C6 9
GENERAL SITE NOTES*
I. CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF EXCESS MATERIAL
OFF-SITE.
2. ALL WATER AND SANITARY SEVER SERVICE LINES TO BE INSTALLED PER ALBEMARLE
COUNTY UTILITIES DEPARTMENT CONSTRUCTION SPECIFICATIONS. THE CONTRACTOR
SHALL COORDINATE WATH ALBEMARLE COUNTY UTILITIES INSPECTOR. FOR
INSTALLATION OF WATER AND SEWER SERVICES.
3. THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AND RELOCATE
AS NECESSARY F NEW GRADING SHOWN CAUSES UTILITY DEPTHS BELOW m1mmUm
COVER REQUIREMENTS.
4. SPOT ELEVATIONS AT CURB AND GUTTER LOCATIONS ARE GUTTER ELEVATIONS AT
FACE OF CURB, UNLESS OTHERWISE NOTED.
5. ALL IRRIGATION SLEEVES SHALL BE 4 PVC. ALL UGHTING SLEEVES SHALL BE 1
1/2 PVC, AS INDICATED. ALL SLEEVE DEPTHS SHALL BE 24 INCHES MINIMUM.
SLEEVE LOCATIONS WILL BE SHOWN ON FINAL PLANS SUBMITTAL).
6. ROOF LEADERS SHALL BE TIED INTO THE PROJECT STORM DRAINAGE SYSTEM AS
SHOVM,
7. ALL PARKING LOT ISLANDS AND PENINSULAS SHALL BE FINISH GRADED TO PROVIDE
FOR POSITIVE DRAINAGE (MINIMIUM 2X).
S. PLUMBING CONTRACTOR TO COORDINATE CONNECTION OF ROOF DRAINS AND YARD
OUTS TO STORM DRAINAGE SYSTEM WITH GENERAL CONTRACTOR.-
9. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT
ALBEMARLE COUNTY STANDARD SPECIFICATIONS AND DETAILS.
10. A PRE-CONSTRUCTION CONFERENCE SHALL BE REQUIRED.
11, THERE ARE NO WETLANDS ON SITE.
12. THE CONTRACTOR SHALL OBTAIN A LAND DISTURBING PERMIT FROM ALBEMARLE
COUNTY PRIOR TO ANY LAND DISTURBING ACTIVITIES,
13. SIGN PERMIT TO BE OBTAINED BY OTHERS.
GMERAL WATER & SEWER NOTES:
1. REFERENCE APPROVED SHEET C2 FOR ADDITIONAL GENERAL NOTES.
SITE LEGEND
SPILL CURB
4 EXISTING CONCRETE /SIDEWALK
PROPOSED CONCRETE/SIDEWALK
PROPOSED CONCRETE
PARKING SPACES
MAP NOTE:
ALL EXISTING TOPOGRAPHIC AND BACKGROUND INFORMATION
TAKEN FROM TOPOGRAPHICAL SURVEY PREPARED BY
ROUDAGUSH GALE & ASSOCIATES. DATED 3/8/06.
GENERAL NOTES
1. THE CONTRACTOR SHALL NOTIFY THE COUNTY PRIOR TO MAKING ANY
ADJUSTMENTS TO THE WATER OR SEWAGE SYSTEMS.
2. THE CONTRACTOR SHALL NOTIFY THE DEVELOPMENT INSPECTOR AT LEAST 72
HOURS PRIOR TO STARTING WORK ON THE PROJECT.
3. A PERMIT MUST BE OBTAINED FROM THE OFFICE OF THE ENGINEER PRIOR TO
DOING ANY UTILITY WORK WITHIN EXISTING RIGHT-OF-WAY.
4, ALL DIMIENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT OR EXTERIOR WALL
OF BUILDING, UNLESS OTHERWISE NOTED.
5. PARKING LOT PAVING SHALL CONSIST OF: 6" VDOT TYPE 1. NO 21A AGGREGATE
BASE AND 2* SM-9,5A SURFACE COURSE. ALL BITUMINOUS PAVEMENTS AND
BASE MATERIAL SHALL CONFORM TO VDOT STANDARDS AND SHALL BE
CONSTRUCTED IN ACCORDANCE WITH VDOT CONSTRUCTION SPECIFICATIONS.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL
NOTIFY MISS UTILITY LOCATION SERVICE AT I-800 -552-7001 FOR PROPER
IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. CONTRACTOR IS
RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UPUTIES, CURB &
GUTTER, PAVEMENT. ETC. THAT MAY BE DAMAGED DURING CONSTRUCTION.
DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OF
WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
7, THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
8. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AWAY FROM BUILDING
UNLESS OTHERWISE NOTED.
9. ALL CONCRETE. BITUMINOUS PAVEMENT AND BASE MATERIAL SHALL CONFORM TO
VDOT STANDARDS.
10. ALL CONCRETE CURB AND GUTTER SHOWN SHALL BE 2'-0 UNLESS OTHERWISE
SHOWN.
11. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION
OF CONSTRUCTION OR UNTIL FINAL INSPECTION.
12. CONTRACTOR IS RESPONSIBLE FOR RELOCATING EXISTING LANDSCAPING AND
COORDINATION WITH OWNER FOR THE INSTALLATION OF DRIVE-THRU VACUUM
TUBES.
13. REFERENCE APPROVED SHEET C2 FOR ADDITIONAL GENERAL NOTES.
SITE DATA
TOTAL DISTURBED AREA -0.13 ACRE
IMPERVIOUS AREA PROPOSED)4,927 SF*
IMPERVIOUS AREA EXISTIIG)3,441 SF*
PERVIOUS AREA -572 SF
PERCENT IMPERVIOUS (ON-SITE)88.0%
EXISTING USE:VACANT
PROPOSED USE:FINANCIAL INSTITUTION
BUILDING GROSS FLOOR AREA:1,514 SF*
PROPOSED BUILDING HEIGHT 24' - 5*
SETBACK
FRONT (BUILDING)-30 FROM PUBLIC R/W
FRONT (PARKING)-PARKING 10' FROM PUBLIC R/W
SIDE YARD (STREET) -NONE
SIDE YARD (INTERIOR) -NONE
REAR YARD NONE
PROPERTY ID PO -MC: PLANNED DISTRICT-MIXED COMMUNITY
EC: ENTRANCE CORRIDOR OVERLAY DISTRICT
ZONING
PARKING REQUIRED
I Space / 300 SF) 1,514 x 1/300 SF -5 SPACES) 5 SPACES
PARKING PROVIDED (INCLUDES I HC)15 SPACES
WEL
11. SITE PEIMOUS/AIIPERVIOUS CALCULATION COMPLETED IN ORIGINAL APPROVED
CONSTRUCTION DOCUMENTS. PERVIOUS AMPERVIOUS CALCULATIONS SHOWN
ABOVE REPRESENT THE REVISED AREA ONLY AND DO NOT REFLECT THE TOTAL
FOR THE SITE.
2, THE TOTAL IMIPERVIOUS, AREA HAS BEEN REDUCED AND THE TOTAL PERVIOUS
AREA HAS KEN INCREASED AS PER THESE REVISED CONSTRUCTION DRAWINGS.
U.S. ROUTE 250 - RICHMOND ROAD
TRAFFIC;
BOX
S51 55_31 - 410. - -
n ` > 5' SID - ° • a .- ._a d. a _ -. e .- - - -
SIGNF - - - - 553 f8
SIGNIL • I SIGN - -
S? • r -
I - :iyG-
CG --2 RAMPS TRIPING
AND SIGNAGE TO
o CONFORM TO )
9 ADA STANDARDS ?
N ASPHA.L.I
DRIVE -THRU" SIGN
RELOCATED
CONCRETE -LAMP BASE C ' ° o CURB s
FLAG
POLE s
8 CONC.
IISibE
CONCRETE CG-
LAMP BASE 22.00' 2.8
HVAC 3.91'
SCREENED <
ASPHALT ENCLOSURE FMSURE
CG --
ASPHALT \ 15 SPACES vTO
EXISTING (5 SPACES REdJF))
812.00 15141 80. FT.
TMP 78 - -73A2 G 2
SPILL CURB FFE -5&00
PA.NTOPS GIANT, LLC. CG -2 34.86' -
a
y 1 d I
2' CONCRETE =
CURB & GUTTER
2" VENT-
PIPE notCONCRETERMATCHEXISTING
LAMP BASE PAVEMENT
PROPOSED ASPHALT
PAVEMENT
E t-LI-
CONCRETE ' PAVEMENT J
CURB STOP '$Z, O DIRECTIONAL
DROP INLET FIDPE sD
ARROW (TYP.)
TP 540.5.. 75.1' 18" -
I.I.= 536 73 - ((. /
L0 = 53x.63 - - - -.
1RAMPICAP-\ //{ C CRE CU6 " ry
IwrvL:rcut -GUTTER CGI
544 25
DROP 1
TOP = `'
RE ACE 17 LF 1.0.= '3825
y.
SAW C r &a CU (C
LJ
I CON R TE MATCH EXISTI
LJ 1 /LAM ASE PAVEMENTO
PAINTED CROSSWALK
ba /
PROPOSED ASPHALT
PAVEMENT
5m. M++_ - -- -- -- -- _ -- --- -
20' SANITARY SE' R ENT
4 . TOP = 539.96
LI = 529,01
O. 528.9G 233.67 'PVC
0
DROP INLET G -2
TOP- .5535T.1' - ......___.- -- -- ----- -- - - --.. .____.-- -- --- -' - - --
15 - - 5' SIDEWALK - -_
23 WHITE.
o $$ TOP BAR
1
A
IATM
o CANOPY MATCH
BY -PASS PAVEMENT
LANE - -/
71 OCONCRE'rE
T LAMP BASE Z
r
I
10
I
I
o
ASPHALT
C4
V-11 ._..
o V;:
Y.4 OF 18 "HDPE ._ "
7
pRp(+ INLET - -- -- - - - - -- _ -CC_6 _- iDROP INLET --
TOP 42.31 _ -
00 M15 N51 46
TOP = 544.6.
134.4 OF 24L1" ' 'HOPEJ '"L =: 533.97
ABBEY ROAD I.L= 533.81(24' 00.927 317.80'
LQ= 535.04 Wv
30' iNGRESS71cCR._5 w LO.= 533.71
EASE:MF:NT a
20' DRAINAGE EASEMENT
in
TMP 78 - 73A1
PANTOPS GIANT, LLC
5' CONC.
SIDEWALK
TEMPORARY
ELEC, SERVICE
CONCRETE
O LAMP BASE
SS-.._. - -_ - - SS - -
f ,CC -12 17
SAN. - MH -- --
J
TOP = 547.81
1, 0.= 541.46
ss- --ss --
PARKING SPACES
ONETE-E
4,927 SF*
1LE LAMP BASE
I - - -__
672 SF
1 - - - - -- --
PAINTED CROSSWALK/ CG -12
BENCHMARK
RIGHT FRONT BONNET BOLT ON FIRE HYDRANT
ELEVATION = 547.14
MAP NOTE:
ALL EXISTING TOPOGRAPHIC AND BACKGROUND INFORMATION
TAKEN FROM TOPOGRAPHICAL SURVEY PREPARED BY
ROUDABUSH GALE & ASSOCIATES. DATED 3/8/06.
L -
0.33'
1/2' DV+. STEEL RODS (/4 REBAR
2.0' MINIMUM LENGTH
SECTION A - A
1
CURB & GUTTER
COMPACTED BASE COURSE
NOTE:I. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE
CURBS TO PERMIT RELOCATION OF CURBS.
2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED
3.0' OFF OF BACK OF CURB
CURB STOP DETAIL
NOT TO SCALE
2 REVISED PER CONTRACTOR COMMENTS - FRONT ENTRANCE GRADES 1/31/07 JDK PAB
1 REVISED PER COUNTY ZONING INSPECTOR COMMENTS 11/13/06 DAW PAB
REV No.: REVISION: DATE: DRAWN BY: CHECKED BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
of and improper relionce on this document without written authorization and adoptotion by Kimley -Horn and Associates, Inc. shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 2005
PREPARED IN THE OFFICE OF:
Em" Kimley -Horn
and Associates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
HANDICAP
PARKING SIGN 1
dF EASE.
5' CONC.
SIDEWALK
rG -2 •I
LAMP TVBASEIETO
EXISTING
R5.00'
HANDIC/
RAMP
o SPILL
CURB
VO
o ASPHALT
RAMP
DO NOT 2
ENTER" SIGN
TMP 78 -76
VIRGINIA OIL COMPANY. INC.
GENERAL SITE NOTES'
1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF EXCESS MATERIAL
OFF -SITE.
2. ALL WATER AND SANITARY SEWER SERVICE LINES TO BE INSTALLED PER ALBEMARLE
COUNTY UTILITIES DEPARTMENT CONSTRUCTION SPECIFICATIONS. THE CONTRACTOR
SHALL COORDINATE WITH ALBEMARLE COUNTY UTILITIES INSPECTOR, FOR
INSTALLATION OF WATER AND SEWER SERVICES.
3. THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AND RELOCATE
AS NECESSARY IF NEW GRADING SHOWN CAUSES UTILITY DEPTHS BELOW MINIMUM
COVER REQUIREMENTS.
4. SPOT ELEVATIONS AT CURB AND GUTTER LOCATIONS ARE GUTTER ELEVATIONS AT
FACE OF CURB, UNLESS OTHERWISE NOTED.
5. ALL IRRIGATION SLEEVES SHALL BE 4" PVC. ALL LIGHTING SLEEVES SHALL BE 1
1/2" PVC, AS INDICATED. ALL SLEEVE DEPTHS SHALL BE 24 INCHES MINIMUM.
SLEEVE LOCATIONS WALL BE SHOWN ON FINAL PLANS SUBMITTAL).
6. ROOF LEADERS SHALL BE TIED INTO THE PROJECT STORM DRAINAGE SYSTEM AS
SHOWN,
7. ALL PARKING LOT ISLANDS AND PENINSULAS SHALL BE FINISH GRADED TO PROVIDE
FOR POSITIVE DRAINAGE (MINIMUM 2 %).
8. PLUMBING CONTRACTOR TO COORDINATE CONNECTION OF ROOF DRAINS AND YARD
INLETS TO STORM DRAINAGE SYSTEM WITH GENERAL CONTRACTOR.
9. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURR'1NT
ALBEMARLE COUNTY STANDARD SPECIFICATIONS AND DETAILS.
10, A PRE - CONSTRUCTION CONFERENCE SHALL BE REQUIRED,
11. THERE ARE NO WETLANDS ON SITE,
12. THE CONTRACTOR SHALL OBTAIN A LAND DISTURBING PERMIT FROM ALBEMARLE
COUNTY PRIOR TO ANY LAND DISTURBING ACTIVITIES.
13. SIGN PERMIT TO BE OBTAINED BY OTHERS.
GENERAL WATER & SEWER NOTES:
1. REFERENCE APPROVED SHEET C2 FOR ADDITIONAL GENERAL NOTES,
CONCRETE
LAMP BASE
TYPICAL)
CONC. WALK
1' ° - CEDARS (6)
CAR IVACH
BUILDING
5383 00' N
23.T 24 -
111GG.6
VAACULIM
EXISTING GAS STATION
RESTAURANT
DUMPS
I;LIENT:
PIETERLl" .10FIRSTCITIZENSBANK
rITLE: No. 032023
SITE PLAN
CONCRETE
BITUMINOUS SURFACE
APACTED BASE COURSE
APPROVED
by the Albemarle County
Co wnun' elo ant Departmeni
bete , 6o
File SDP n7,7r9
GRAPHIC SCALE
20 0 10 20 40
IN FEET )
1 Inch = 20'
22 O6 PROJECT: RIVANNA RIDGEZONTALSCALE:
1 11
AL SHOPPING CENTERICALSCALE:
NN BY.
3NEDBY. ALBEMARLE COUNTY VA
PAB
KED
A
ATTACHED REFERENCE PILES: JOB NUMBER: SHEET NUMBER:
PAB 011737107 C5 9
JUN 2721
GENERAL NOTES
1. THE CONTRACTOR SHALL NOTIFY THE COUNTY PRIOR TO MAKING ANY
ADJUSTMENTS TO THE WATER OR SEWAGE SYSTEMS,
2. THE CONTRACTOR SHALL NOTIFY THE DEVELOPMENT INSPECTOR AT LEAST 72
HOURS PRIOR TO STARTING WORK ON THE PROJECT.
3. A PERMIT MUST BE OBTAINED FROM THE OFFICE OF THE ENGINEER PRIOR TO
DOING ANY UTILITY WORK WITHIN EXISTING RIGHT -OF -WAY.
4. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT OR EXTERIOR WALL
OF BUILDING, UNLESS OTHERWISE NOTED.
5. PARKING LOT PAVING SHALL CONSIST OF: 6" VDOT TYPE 1, NO 21A AGGREGATE
BASE AND 2" SM -9.5A SURFACE COURSE. ALL BITUMINOUS PAVEMENTS AND
BASE MATERIAL SHALL CONFORM TO VDOT STANDARDS AND SHALL BE
CONSTRUCTED IN ACCORDANCE WITH VDOT CONSTRUCTION SPECIFICATIONS.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION, AT LEAST 48 HOURS PRIOR TO ANY
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL
NOTIFY MISS UTILITY LOCATION SERVICE AT 1- 800 -552 -7001 FOR PROPER
IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. CONTRACTOR IS
RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB &
GUTTER, PAVEMENT, ETC. THAT MAY BE DAMAGED DURING CONSTRUCTION.
DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OF
WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
7. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE,
8. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AWAY FROM BUILDING
UNLESS OTHERWISE NOTED,
9. ALL CONCRETE, BITUMINOUS PAVEMENT AND BASE MATERIAL SHALL CONFORM TO
VOOT STANDARDS.
10. ALL CONCRETE CURB AND GUTTER SHOWN SHALL BE 2' -0 ", UNLESS OTHERWISE
SHOWN.
11. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION
OF CONSTRUCTION OR UNTIL FINAL INSPECTION,
12. CONTRACTOR IS RESPONSIBLE FOR RELOCATING EXISTING LANDSCAPING AND
COORDINATION WITH OWNER FOR THE INSTALLATION OF DRIVE -THRU VACUUM
TUBES.
13. REFERENCE APPROVED SHEET C2 FOR ADDITIONAL GENERAL NOTES.
SITE DATA
SITE LEGEND
SPILL CURB
J EXISTING CONCRETE /SIDEWALK
PROPOSED CONCRETE /SIDEWALK
F71771 PROPOSED CONCRETE
PARKING SPACES
MAP NOTE:
ALL EXISTING TOPOGRAPHIC AND BACKGROUND INFORMATION
TAKEN FROM TOPOGRAPHICAL SURVEY PREPARED BY
ROUDABUSH GALE & ASSOCIATES. DATED 3/8/06.
L -
0.33'
1/2' DV+. STEEL RODS (/4 REBAR
2.0' MINIMUM LENGTH
SECTION A - A
1
CURB & GUTTER
COMPACTED BASE COURSE
NOTE:I. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE
CURBS TO PERMIT RELOCATION OF CURBS.
2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED
3.0' OFF OF BACK OF CURB
CURB STOP DETAIL
NOT TO SCALE
2 REVISED PER CONTRACTOR COMMENTS - FRONT ENTRANCE GRADES 1/31/07 JDK PAB
1 REVISED PER COUNTY ZONING INSPECTOR COMMENTS 11/13/06 DAW PAB
REV No.: REVISION: DATE: DRAWN BY: CHECKED BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
of and improper relionce on this document without written authorization and adoptotion by Kimley -Horn and Associates, Inc. shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 2005
PREPARED IN THE OFFICE OF:
Em" Kimley -Horn
and Associates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636 -3068
HANDICAP
PARKING SIGN 1
dF EASE.
5' CONC.
SIDEWALK
rG -2 •I
LAMP TVBASEIETO
EXISTING
R5.00'
HANDIC/
RAMP
o SPILL
CURB
VO
o ASPHALT
RAMP
DO NOT 2
ENTER" SIGN
TMP 78 -76
VIRGINIA OIL COMPANY. INC.
GENERAL SITE NOTES'
1. CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF EXCESS MATERIAL
OFF -SITE.
2. ALL WATER AND SANITARY SEWER SERVICE LINES TO BE INSTALLED PER ALBEMARLE
COUNTY UTILITIES DEPARTMENT CONSTRUCTION SPECIFICATIONS. THE CONTRACTOR
SHALL COORDINATE WITH ALBEMARLE COUNTY UTILITIES INSPECTOR, FOR
INSTALLATION OF WATER AND SEWER SERVICES.
3. THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AND RELOCATE
AS NECESSARY IF NEW GRADING SHOWN CAUSES UTILITY DEPTHS BELOW MINIMUM
COVER REQUIREMENTS.
4. SPOT ELEVATIONS AT CURB AND GUTTER LOCATIONS ARE GUTTER ELEVATIONS AT
FACE OF CURB, UNLESS OTHERWISE NOTED.
5. ALL IRRIGATION SLEEVES SHALL BE 4" PVC. ALL LIGHTING SLEEVES SHALL BE 1
1/2" PVC, AS INDICATED. ALL SLEEVE DEPTHS SHALL BE 24 INCHES MINIMUM.
SLEEVE LOCATIONS WALL BE SHOWN ON FINAL PLANS SUBMITTAL).
6. ROOF LEADERS SHALL BE TIED INTO THE PROJECT STORM DRAINAGE SYSTEM AS
SHOWN,
7. ALL PARKING LOT ISLANDS AND PENINSULAS SHALL BE FINISH GRADED TO PROVIDE
FOR POSITIVE DRAINAGE (MINIMUM 2 %).
8. PLUMBING CONTRACTOR TO COORDINATE CONNECTION OF ROOF DRAINS AND YARD
INLETS TO STORM DRAINAGE SYSTEM WITH GENERAL CONTRACTOR.
9. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURR'1NT
ALBEMARLE COUNTY STANDARD SPECIFICATIONS AND DETAILS.
10, A PRE - CONSTRUCTION CONFERENCE SHALL BE REQUIRED,
11. THERE ARE NO WETLANDS ON SITE,
12. THE CONTRACTOR SHALL OBTAIN A LAND DISTURBING PERMIT FROM ALBEMARLE
COUNTY PRIOR TO ANY LAND DISTURBING ACTIVITIES.
13. SIGN PERMIT TO BE OBTAINED BY OTHERS.
GENERAL WATER & SEWER NOTES:
1. REFERENCE APPROVED SHEET C2 FOR ADDITIONAL GENERAL NOTES,
CONCRETE
LAMP BASE
TYPICAL)
CONC. WALK
1' ° - CEDARS (6)
CAR IVACH
BUILDING
5383 00' N
23.T 24 -
111GG.6
VAACULIM
EXISTING GAS STATION
RESTAURANT
DUMPS
I;LIENT:
PIETERLl" .10FIRSTCITIZENSBANK
rITLE: No. 032023
SITE PLAN
CONCRETE
BITUMINOUS SURFACE
APACTED BASE COURSE
APPROVED
by the Albemarle County
Co wnun' elo ant Departmeni
bete , 6o
File SDP n7,7r9
GRAPHIC SCALE
20 0 10 20 40
IN FEET )
1 Inch = 20'
22 O6 PROJECT: RIVANNA RIDGEZONTALSCALE:
1 11
AL SHOPPING CENTERICALSCALE:
NN BY.
3NEDBY. ALBEMARLE COUNTY VA
PAB
KED
A
ATTACHED REFERENCE PILES: JOB NUMBER: SHEET NUMBER:
PAB 011737107 C5 9
JUN 2721
GENERAL NOTES
1. THE CONTRACTOR SHALL NOTIFY THE COUNTY PRIOR TO MAKING ANY
ADJUSTMENTS TO THE WATER OR SEWAGE SYSTEMS,
2. THE CONTRACTOR SHALL NOTIFY THE DEVELOPMENT INSPECTOR AT LEAST 72
HOURS PRIOR TO STARTING WORK ON THE PROJECT.
3. A PERMIT MUST BE OBTAINED FROM THE OFFICE OF THE ENGINEER PRIOR TO
DOING ANY UTILITY WORK WITHIN EXISTING RIGHT -OF -WAY.
4. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT OR EXTERIOR WALL
OF BUILDING, UNLESS OTHERWISE NOTED.
5. PARKING LOT PAVING SHALL CONSIST OF: 6" VDOT TYPE 1, NO 21A AGGREGATE
BASE AND 2" SM -9.5A SURFACE COURSE. ALL BITUMINOUS PAVEMENTS AND
BASE MATERIAL SHALL CONFORM TO VDOT STANDARDS AND SHALL BE
CONSTRUCTED IN ACCORDANCE WITH VDOT CONSTRUCTION SPECIFICATIONS.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION, AT LEAST 48 HOURS PRIOR TO ANY
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL
NOTIFY MISS UTILITY LOCATION SERVICE AT 1- 800 -552 -7001 FOR PROPER
IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. CONTRACTOR IS
RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB &
GUTTER, PAVEMENT, ETC. THAT MAY BE DAMAGED DURING CONSTRUCTION.
DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OF
WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
7. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE,
8. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AWAY FROM BUILDING
UNLESS OTHERWISE NOTED,
9. ALL CONCRETE, BITUMINOUS PAVEMENT AND BASE MATERIAL SHALL CONFORM TO
VOOT STANDARDS.
10. ALL CONCRETE CURB AND GUTTER SHOWN SHALL BE 2' -0 ", UNLESS OTHERWISE
SHOWN.
11. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION
OF CONSTRUCTION OR UNTIL FINAL INSPECTION,
12. CONTRACTOR IS RESPONSIBLE FOR RELOCATING EXISTING LANDSCAPING AND
COORDINATION WITH OWNER FOR THE INSTALLATION OF DRIVE -THRU VACUUM
TUBES.
13. REFERENCE APPROVED SHEET C2 FOR ADDITIONAL GENERAL NOTES.
SITE DATA
TOTAL DISTURBED AREA =0.13 ACRE
IMPERVIOUS AREA (PROPOSED) =4,927 SF*
IMPERVIOUS AREA (EXISTING) =3,441 SF•
PERVIOUS AREA =672 SF
PERCENT IMPERVIOUS (ON -SITE) =88.0%
EXISTING USE:VACANT
PROPOSED USE:FINANCIAL INSTITUTION
BUILDING GROSS FLOOR AREA:1,514 SFt
PROPOSED BUILDING HEIGHT 24' - 5"
SETBACK
FRONT (BUILDING)=30' FROM PUBLIC R/W
FRONT (PARKING)=PARKING 10' FROM PUBLIC R/W
SIDE YARD STREET) =NONE
SIDE YARD INTERIOR) =NONE
REAR YARD =NONE
PROPERTY ID III PD -MC :PLANNED DISTRICT -MIXED COMMUNITY
EC: ENTRANCE CORRIDOR OVERLAY DISTRICT
ZONING
PARKING REQUIRED
1 Space / 300 SF) 1,514 x 1/300 SF =5 SPACES)5 SPACES
PARKING PROVIDED (INCLUDES 1 HC)15 SPACES
NOTE:
1. SITE PERVIOUS/IMPERVIOUS CALCULATION COMPLETED IN ORIGINAL APPROVED
CONSTRUCTION DOCUMENTS, PERVIOUS /IMPERVIOUS CALCULATIONS SHOWN
ABOVE REPRESENT THE REVISED AREA ONLY AND DO NOT REFLECT THE TOTAL
FOR THE SITE.
2. THE TOTAL IMPERVIOUS AREA HAS BEEN REDUCED AND THE TOTAL PERVIOUS
AREA HAS BEEN INCREASED AS PER THESE REVISED CONSTRUCTION DRAWINGS.
U.S. ROUTE 250 - RICHMOND ROAD
TRAFFIC
Ro x
95i 35'3! 4!0. '.
0 : 9' E
G Ni
yk
CONCRETE`v _
I
CC -.
LAMP 13 ,ASE \
CC
2 \
1
CONCRETE—
t..AMF' BASE
MATCH EXISTING
SIDEWALK GRADE \
ga
r`MQ 7F?. - 7 3A')
11`4rr'PS GIAN `. L..(
11L TO
EXISTING
ASPHALT
I
MATCH
I EXISTING
PAVEMENT
J vG 2 Co -2
543.93 )
I • I 4" PVC '
1 -h WATER SERVICE
EXISTING SPOT ELEVATIONS
VFNI - -.-'I1.,PIPE
CONNECT TO EXIST.
I WATER SERVICE
FIELD VERIFY)
ST1 1 -" WATER SERVICE
ELEC CO -4
PE0
546
i
I
RE -GRADE AS SHOWN ONSHEET C6 '
ASE'HA.L.T JWEDGEEXISTINGALTPAVMENTTO
IMATCHEXISTINGGR
MATCH / I • 42
EXISTING
CURB
00
P
1) 0
v
00
Fr c NAW
7" em I •i
CO -3 'W
CO -S1 CO -7
r
4 .25 544.50 544. 5
4 "' SANITARY a
SEVER! UVICE
a4 4 '
t
4
1
CONCR E J
H !_AMP LASE I
4y
U0 -.S ,
fS
CG -- 2 I •
OCATED
BASE
rF RO 9
4
C0 -6 1
4 PVC
PVC
ASPHALT
MATCH
EXISTING j
PAVEMENT
TIE TO
TM P 78-76
VIRGINIA OIL COMPANY, INC.
CONCRE fE
LAMP {BASF'
t- CONC, WALK
CAR' WASH
BUILDING
SW !4'00'N
2W. 24
Ivor I •. I _" PVC -J ya°6
DF;CI I ^tLET .." I.I`)PE: PROTECTION MATCH EXISTING • r 6 EXISTING GAS STATI, ?Nr, !5 t - 50 ,
Sp l``*"" l .
PAVEMENT
J
E & RESTAURANT
L) ..'' OCONCRE:TE u+1 _WATE:RLAME' RASE $p A:!1.
S4
1 f:18 rOp, 6g` . VACU
DROPIttL.E..T -1 rG_1 I CONCRETE
TOF' = 44.2` i.:` VP PASE'.
0 - 53.25
O CRETELAPBA =;E XISTING 1 -)r SANITARY FENCE
DOMESTIC WATER I I I BRICK
VOCE
EWER SERt 1 wALL
SAW CUT & ( U
IMATCH I p T
EXISTING ® J, ASPHALT 1
QuMQ :,T.P NT >< r . SFRAE20` SANITARY SEWER EASEM :NT L-
ELEC' iFR'JI
r
SAN -UH - -
5`•; MM905TJ - EXIST CONC ETF / TOP = 54'.8'1
29. " WATER O LAMP BASE a I t - 541.61
40, ./
f; n METERS q w• ` n I 1.0 _- .541.46
SS -- - - \ SS------ SS - - - - -- -?9'----- SS - - - -f- -SS - - -- SS - - - - -SS -- ` - SS-- - --SS -- -SS_ - - - SSh ' CG - 2 / TEi_E, -- T
3 _ - - - -- ,' ' r F_'YYALK -- - - CG --7' \ T?•AN _Lt.. L.4AS
p. tn tn.
G -b DROP 11 - NI -ET , -
j Tc. - `;4' . >' 1 FUP - 544.64 F A•,INTFD CROS, A4eY, CG - 12
I i-- } j ', ,, '•> " iI?t'E: 110! 46'00'N -, h-- `;-r4 - - - - - - - - - - - - -
7r ABBEY ROAD J l s W.. •
r .
z? 3!7.80'
10, 5. 35•Q 4 E3ENCHMP,ft
h
H , tN`! . P!\ATF t ° :.; / / F,'If,HT ONT BONNET 8C }L.T ON TIRE: HYDRANTAC;F El',S_MENT A E,all!IV 547 14
rm'P '15.73').!
PANTOPS GIANT, LLC
MAP NOTE:
ALL EXISTING TOPOGRAPHIC AND BACKGROUND INFORMATION
TAKEN FROM TOPOGRAPHICAL SURVEY PREPARED BY
ROUDABUSH GALE do ASSOCIATES. DATED 3/8/06.
PREPARED IN THE OFFICE OF: CLIENT:
3 REVISED HANDICAP RAMP ADD FLAG POLE 06/25/07 DAW PAB
2 REVISED PER CONTRACTOR COMMENTS - FRONT ENTRANCE GRADES 1/31/07 JDK PAB
1 REVISED PER COUNTY ZONING INSPECTOR COMMENTS 11/13/06 DAW PAS
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
of and improper reliance on this document without written authorization and adaptation by Kimley -Horn and Associates, Inc. shall be without liability to Kimley -Horn and Associates, Inc.
Copyright Kimley -Horn and Associates, Inc., 2005
i
2
T CIJr+RETE-
f'AMF' PAS
KimleywHorn
and Associates, Inc.
PO BOX 33M - RALBK)K NORTH CAROLINA 0-3088
s53 !8'!! •E- 7617' _W_I SIGN
c- REMOVE EXISTING CURB AD SIDEWALK
O
f'I
FIRST CITIZENS BANK
ITLE
GRADING. DRAINAGE, UTILITY
AND EROSION CONTROL PLAN
R OOF DRAINS COLLECTION S`
CO DENOTES CLEAN OUT, SEE DETAIL SHEET CB
CO-1 544.27 540.71 34' 4" PVC O 1.00X
CO -2 543.95 540.37 14' 4" PVC O 1,0070
CO-3 544.18 340.23 35' 6" PVC O 1,00x
CO-4 544.21 539.88 32' 8" PVC • 1,007 EXIST. INLET INV MI =539.56
CO- 5 544.27 541.02 33' 4" PVC • 1.00%
CO-6 545.12 540.69 8' 4" PVC • 1,00><
CO-7 544.75 340.60 34' 6" PVC • 1, 007
00
vv v-v . v vrrrw. w ., - w .. v. •..v . w
CO NO• _GQ$, INV. EL. PIPE LEN.*
CO-S1 344.23 541.00 16'
REMARKS
INV.-W.84 1.0070 EX. CO (VERIFY)
IPF MtON PIPE FOUND
348- PROPOSED CONTOURS
5`,_ EXISINNG CONTOURS
00 SANITARY SEWER CLEANOUT
00-1 STORMWAIER CLEANOUT
MET PROTECTION
M PROPOSED WATER SERVM
V& _ EXISTING WATER SERVICE/WAIN
cns- uc -- EXISTING GAS MAIN
oHP - EXISTING OVERHEAD POWER
86 PROPOSED SANITARY SEWER SERVICE
ss EXISTING SANITARY SEWER SERVICE
X 889.81 PROPOSED SPOT ELEVATIONS
x 8 69.81 E EXISTING SPOT ELEVATIONS
8 544.77 540.26 38'6"PVC • 1,007r TIE TO CO-4 INV =539.88
vv v-v . v vrrrw. w ., - w .. v. •..v . w
CO NO• _GQ$, INV. EL. PIPE LEN.*
CO-S1 344.23 541.00 16'
REMARKS
INV.-W.84 1.0070 EX. CO (VERIFY)
IPF MtON PIPE FOUND
348- PROPOSED CONTOURS
5`,_ EXISINNG CONTOURS
00 SANITARY SEWER CLEANOUT
00-1 STORMWAIER CLEANOUT
MET PROTECTION
M PROPOSED WATER SERVM
V& _ EXISTING WATER SERVICE/WAIN
cns- uc -- EXISTING GAS MAIN
oHP - EXISTING OVERHEAD POWER
86 PROPOSED SANITARY SEWER SERVICE
ss EXISTING SANITARY SEWER SERVICE
X 889.81 PROPOSED SPOT ELEVATIONS
x 8
GRAPHIC SCALE
20 0 10 20 40
IN FEET )
1 Inch 20'
r
DATE: PROJECT RIVANNA R52206
h HORIZONTAL AL
1 " =20
PETER A VERTICAL SCALE: SHOPPING CENTER1.
DRAWN BY:No.
VAZ. 1 DESIGNEDD e"' A L B E M A RLE COUNTY
PAB ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
OONe1 CHECKE BY:.
OAQ O1 1737107 Cjg 9
69.81 EEXISTING SPOT ELEVATIONS
FEET )
1 Inch 20'
r
DATE: PROJECT RIVANNA R52206
h HORIZONTAL AL
1 " =20
PETER A VERTICAL SCALE: SHOPPING CENTER1.
DRAWN BY:No.
VAZ. 1 DESIGNEDD e"' A L B E M A RLE COUNTY
PAB ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
OONe1 CHECKE BY:.
OAQ O1 1737107 Cjg 9
METAL EDGING DETAILS
TOP
CUT SLOT TO
ALLOW BEND
METAL EDGING PLAN
OE —
METAL EDGE
NOTE: CUT AS MANY SLOTS
AS NEEDED TO FORM A SMOOTH
LINE CONFORMING TO GRADE.
METAL EDGING AT GRADE CHANGE
NTS
MULCH
LANDSCAPE BEDII METAL EDGING
a METAL EDGING
NTS
PREFAI
CORNE
GRADE
REFER TO DETAILS WITHIN "METAL EDGING DETAILS" SCALE 1" = 20'
BUILDING
LANDSCAPING
ON 6" MOUND
TOP OF MULCH
TO BE EQUAL TO
SIDEWALK
Q
SIDEWALK
3" MULCH
MOUNDED
LANDSCAPE BED
3" DECORATIVE STONE
FILTER MAT
METAL EDGING AT ENTRY
SECTION -NTS
BUILDING ENTRY
s METAL EDGING AT ENTRY
PLAN - NTS
PLANT LIST
A
QTY
C '
COMMON NAME
98
yo a '
SCIENTIFIC NAME CAL /RT
x •,,......,, kHENAV
MIN HT,MIN SPR NOTES
TRI T M E ER RG 3"10-SINGLE -STEM, MATCHED
2
0
TUMN PURPL ' WHIT ASH
T WORT
FR NJUS RIC A 'AU UMN PURPLE'
HYPERI UM CALYCINUM
BB
4 QT. CONT
to
p'
8"
7
g
12"
SINGL -STEM, MATC D
FULL, 18" OC
42 ALBURY PURPLE
ST. JOHN'S WORT
HYPERICUM ANDROSAEUM
ALBUURY PURPLE'3 OT. CONT 8"12"
A
FULL, 2' OC ^
20 FOUNTAIN GRASS PENNISETUM ALOPECUROIDDES
T ~~
1 GAL. CONT
y—
5 - 7 BIBS
24 LITTTLE PRINCESS' SPIREA SPIRAEA JAPONICA 'LITTLE PRINCESS'3 GAL. CONT 12"8"FULL, 2.5' OC
2 CARISSA' HOLLY ILEX CORNUTA 'CARISSA'5 GAL. C T 24'
y
1 FU L, 2' OC
16 GLOSSY ABELIA ABELIA x GRANDIFLORA 5 GAL. CONT 24"12"
ognsh
FULL, 2' OC
25 DWARF JAPANESE GARDEN JUNIIPER JUNIPERUS PROCUMBINS 'NANA'3 GAL CONT 5"v8"FULL, 2.5' OC
GENERAL NOTES: (APPLY TO ALL SHEETS)
I. PLANT LIST IS PROVIDED AS CONVENIENCE ONLY. IN THE CASE OF ANY DISCREPANCIES IN QUANTITIES OR
AREAS BETWEEN PLANS AND PLANT LIST. OUANTITIIES NOTED ON PLAN TAKE PRECEDENCE. CONTRACTOR IS TO
BID PLAN.
2. ALL SUBSTITUTIONS IN PLANT MATERIALS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
3. ALL MAJOR TREE PLANTINGS AND BEDS SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
4. ALL TREES SHALL BE PLANTED IN 5' DIAMETER MULCH BEDS EXCEPT AS OTHERWISE NOTED ON PLANS. ALL
TREES. SHRUBS AND GROUND COVERS SHALL RECEIVE UNIFORM MULCH COVER AS SPECIFIED.
S. DO NOT PLANT IN STORMWATER CONVEYANCE SWALES. MAINTAIN MINIMUM GRADES ESTABLISHED BY
PROJECT ENGINEER.
6. THE LANDSCAPE CONTRACTOR SHALL EVALUATE ALL PLANTING AREAS FOR DRAINAGE AND CONTACT
THE LANDSCAPE ARCHITECT WITH IMPROPER DRAINAGE CONDITIONS.
7. THE CONTRACTOR SHALL NOTE THAT ALL DETAILS ON THIS SHEET ARE TYPICAL AND APPLY TO
RELEVANT CONSTRUCTION.
JFACTURED STAKES
METAL EDGING AT CORNERS
NTS
METAL EDGE AGAINST
CONC. WALK 3
PLANTING BED
FILL WITH
MULCH FINES
45 DEGREE
NOTCH
1
PARKING AREA
TE
EDGING AGAINST
CONC. WALK
BUILDING
e0 I DECORATIVE GRAVEL
LAWN
A"
ROTOTILLED NATIVE
TOPSOIL AMENDED AS
PER SPECIFICATIONS
SAUCER AROUND
PIT (DELETE WITH
IRRIGATION)
CUT AND REMOVE
BURLAP FROM TOP
1/3 OF ROOTBALL
RIPPED SUBSOIL
UNDISTURBED SOIL
RAISED SHRUB PLANTING
SET ROOTBALL 1/2-
1/3 ABOVE PROPOSED
GRADE ACCORDING
TO SPECIES AND
DRAINAGE CONDITIONS,
CONSULT LANDSCAPE-4, ARCHITECT
3" MULCH
FINISHED GRADE
6" MIN.
LAWN PLANT BED PROVIDE EDGE WITH CLEAN
CRISP SEPARATION BETWEEN
ADJACENT MATERIALS
3" MULCH
CUT EDGE MINIMUM
OF 4 "BELOW GRADE
TO RECEIVE MULCH
8 LAWN / MULCH EDGING
A NTS
I
a
3
1
0
A; 3'6 0
cq
1"
f
rJ ( 4 / oll
3 24
i
0
SCALE: 1 " =10' -0"
0 5 10 20 30
D
061401
LH'
Lappas + Havener, PA
L A N D S C A P E A R C H I T E C T S
ARO ''',,
aA 1}
D
061401
LH'
Lappas + Havener, PA
L A N D S C A P E A R C H I T E C T S
ARO ''',,ALE'M4. r 4
o '
C 'hl98
yo a '
N0. 001 ai
x •,,......,, kHENAV a4P ci, AR
P.O. BOX 2628
DURHAM, NORTH CAROLINA 27715 -2825
THE POWER HOUSE
300 FULLER STREET
DURHAM, NORTH CAROLINA 27701
TEL: 919.419.1199
FAX: 919.419.1889
wwww1wo -m.own
FIRST
CITIZENS
BANK
RIVANNA RIDGE
ALBEMARBLE, VA
LANDSCAPE
PLAN
CONSTRUCTION DRAWING
NO. REAM DATE
O REV TO 'ISION
0 REVISION TO 10 -12418
LANDSCAPE
0 REVISION TO SITE 11 -1340
LANDSCAPE PLAN
Q SIGN ADDITION 08-02-07
DAIS 8.29.08
DRAM STK,AP
CHIM VM
oNwr LAI m0L_
FILE;