HomeMy WebLinkAboutSDP202000040 Plan - Approved Initial Site Plan 2020-06-22GENERAL NOTES
OWNER:
06100-00-00-134A0
ALBEMARLE BANK & TRUST % BB&T PROPERTY TAX COMPLIANCE
PO BOX 167
WINSTON—SALEM, NC 27102
APPLICANT:
SOUTHEASTERN RETAIL DEVELOPMENT, LLC
2050 CIRCLE HWY. 30A WEST BLDG. M-1 UNIT 231
SA N TA ROSA BEACH, FL 32459
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST. SUITE K,
CHARLOTTESVILLE, VA 22902
TELEPHONE (434)293-3719
FAX (434)293-2813
CONTACT- MR. SCOTT COLLINS, P.E.
scott@coHins—engineering.com
TAX MAP NO.
06100-00-00-134A0 (D.B. 646/ PG. 508)
AREA
0.93 AC
ZONING
PLANNED DEVELOPMENT SHOPPING CENTER (PD—SC) WITH OVERLAY DISTRICTS
(ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AIA), AND MANAGED AND
PRESERVED SLOPES)
ZMA (ZMA2019-00014) APPROVED BY THE BOS ON APRIL 15, 2020
SETBACKS
FRONT BUILDING SETBACK: 10' MINIMUM & 30' MAXIMUM SETBACK FROM ROUTE 29
SIDE BUILDING SETBACK: NONE
REAR BUILDING SETBACK: NONE
PARKING SETBACK: 10' PARKING SETBACK FROM ROUTE 29
BUILDING HEIGHTS
MAXIMUM BUILDING HEIGHT- 65'
PROPOSED USE
PROPOSED 3,000 SF COMMERCIAL RETAIL / FURNITURE BUILDING IN PHASE L
TOPO & SURVEY
SURVEY AND BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE &
ASSOCIA TES, INC.
DA TUM
NAD 83 DA TUM
ADJACENT PROPERTY
OWNERS: SEE EXISTING CONDITIONS, SHEET 2.
EXISTING VEGETATION
THE SITE IS FORESTED.
CRITICAL SLOPES
IN ACCORDANCE WITH THE ALBEMARLE COUNTY CRITICAL SLOPES COUNTY MAPPING,
MANAGED' CRITICAL SLOPES EXIST ON THE PARCEL. THE MANAGED SLOPES ARE
SHOWN ON THE EXISTING CONDITIONS SHEETS AND GRADING AND DRAINAGE PLAN
SHEET.
WATERSHED
THIS DEVELOPMENT LIES WITHIN THE MOORES CREEK WATERSHED. THE SITE IS NOT
L OCA TED WI THIN A PUBLIC WA TER SUPPL Y RESER VOIR WA TERSHED, I T IS L OCA TED
DOWNSLOPE FROM THE SOUTH FORK RI VANNA WATER SUPPLY WATERSHED.
FLOODPLAIN/WPO BUFFERS THERE ARE NO 100—YEAR FLOOOPLAINS OR WPO BUFFERS LOCATED ON THIS
SITE PER FEMA MAP PANEL #51003CO288D DATED FEBRUARY 4, 2005 & COUNTY
GIs, RESPECTFULLY. ALSO NOTE THE PARCEL /S OUTSIDE THE LIMITS OF THE
FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIs DATA.
St TE ACCESS:
THE SITE ACCESS FOR THE PARCEL /S PROVIDED VIA ROUTE 29 SEMINOLE TRAIL.
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THIS SITE PLAN, SEE GRADING & DRAINAGE
SHEET. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT.
LIGHTING:
THE PROPOSED LIGHTING PLAN WILL BE INCLUDED WITH THE FINAL SITE PLAN.
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3, 000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED
OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY
FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO
PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE—HALF
FOOTCANDLE.
LANDSCAPING:
A LANDSCAPING PLAN SHALL BE PROVIDED WITH THE FINAL SITE PLAN IN
ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES
SHALL BE INCLUDED WITH THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF THE
PROPERTY EVERY 40' O.C.
TRASH COLLECTION:
AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE
PLANS. DUMPSTER ENCLOSURE MATERIAL SHALL MATCH THE MATERIAL OF THE
PROPOSED BUILDING.
UTILI TIES:
PUBLIC WATER AND SANITARY SEWER UTILITIES WILL BE EXTENDED TO THE
PROPERTY FOR CONNECTIONS TO THE PUBLIC UTILITIES.
STORMWATER MANAGEMENT FACILITY- STORMWATER MANAGEMENT WILL BE ACHIEVED FOR THE SITE WITH
AN UNDERGROUND DETENTION FACILITY FOR THE WATER QUANTITY CONTROL AND
PURCHASE OF NUTRIENT CREDITS FOR THE WATER QUALITY.
ESTIMA TED EMPL 0 YEES: I T IS AN TICIPA TED THA T APPROXIMA TEL Y 2 EMPL 0 YEES WILL BE NEEDED A T THE
LARGEST SHIFT.
PARKING LOT/TRAVELWAYS: CURB & GUTTER
UTILITIES (WATER AND
SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER
AGRICULTURAL/ FORESTAL DISTRICT: NONE
IMPERVIOUS AREAS:
BUILDING — PHASE I = 3,000 SF,
PAVEMENT —5, 700 SF
SIDEWALK —800 SF
OPEN SPACE AREAS:
0.73 ACRES (INCLUDING THE FUTURE PHASE H DEVELOPMENT AREA)
PARKING
REQUIRED:
1 SPACE PER 400sf FOR RETAIL SALES AREA = 1 SP / 400sf x 3,000sf =
8 SPACES
PROVIDED:
10 PARKING SPACES (THIS INCLUDES 1 HANDICAP SPACE)
TRAFFIC GENERATION CALCULATIONS:
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 10TH EDITION
PROPOSED 3,000 SF RETAIL STORE (FURNITURE STORE) (CODE 890)
ADT: 19 VPD (10 ENTER/9 EXIT)
AM PEAK: 1 VEHICLES PER HOUR
PM PEAK: 2 VEHICLES PER HOUR
ENTRANCE CORRIDOR NOTES AND REQUIREMENTS:
1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE
ELIMINATED.
2. ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A SEPARATE
SIGN APPLICATION.
BUILDING NOTES:
1. PROPOSED BUILDING HEIGHT (PHASE 1): MINIMUM HT.=20'
2. PHASE I BUILDING FOUNDATION TO BE CONSTRUCTED TO SUPPORT MULTIPLE STORIES.
BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD
INVESTIGATION OF THE SITE.
IMPERVIOUS AREAS: 8,900 SF (0.20 AC) TOTAL
PAVED PARKING AND CIRCULATION AREA: 5,100 SF
SLEEP NUMBER - CHARLOTTESVILLE
INITIAL SITE PLAN
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
APPROVED \ `�
0
by the Albemarle County o�22
Community Development Department
Date 06/22/20
File # SDP202000040 J 0'
Application Type Initial Site Plan
Lead Reviewer: Tori Kanellopoulos
�P
0
950'+/ TO F,
BRANOHLANDS BLVO
s T�
sT� ® s
. e . , s 5,
' IF
ST N
ST 4
ST 3T Sr •ST.. °, Ifr- ST ST�_i iF F
❑❑j o
— — — — — — — „- N 35°00'00" E 125.56'
IFQ
°H El
- 94' — -
ti
u
PROPOSED BUILDING
EN � VELOP - PHASE I
0.10 ACRES
o'
N
❑
3
o ❑
N f
cn
0
cr
� I
------ U;
/ J
m
w
0
J
U�
0
IF -----
0
7g j
MF
\c_ j
NOTES:
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING
WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND
UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS.
THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR
TO ANY WORK ONSITE.
ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO
PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR
SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE
REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK
THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE
WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS
WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE
SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED.
ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD.
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE
STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING
DEPARTMENT.
SHEET LAYOUT
SCALE: 1" = 30'
PROJECT
SITE
FqS
VICINITY MAP
SCALE: 1" = 11000'
Sheet List Table - SITE PLAN
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
SITE PLAN
4
UTILITY PLAN
5
GRADING & DRAINAGE PLAN
6
NOTES & DETAILS
0
LEGEND
r l-7IOM
TOTAL NUMBER OF SHEETS
EXISTING CULVERT
CUL VERT
u
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PA VEMEN T
EC-3A DITCH
6»
DEPTH OF EC-3A DITCH
EC-2 DITCH
6 "
DEPTH OF EC-2 DITCH
,,,....
EARTH DITCH
DRI VEWA Y CUL VER T
+
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
20o
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF CURB
TAB DENOTES TOP OF BOX
APPROVALS AL
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SCOTT R. COLLINS'
No. 35791 �
ZONAL E�
Gwo
z
0
a z
U U)L Z „ w
w 0
Q a
O z
O
z
w
H
W
W
0
N
L
Ln
0
L9z
M Q
M
zr�_A 0L
H�
i V )
O J
W N
N
H�
W z
w
zLu ►--�
w r ^
w
w
O \
zO
� � U
W U
i
U
Ulw '
z w
I�
ZD
w
z
J
w w
LU
(_j
Uj
O
N o w
w
U)
JOB NO.
192036
SCALE
AS SHOWN
SHEET NO.
1
ST -----ST
STRM MH
TOP=464.63
NV IN (24")=456.43
NV IN (18")=458.33
INV OUT=458.23
;C,
1.11%
2.2V1�F. 18 RCP @ _
9.21 %
STRM DI
INV OUT-460.38
O
SYMBOL
LEGEND
IRS
IRON ROD SET
SIGN
UTILITY POLE
LIGHT POLE
GUY WIRE
STORM MH
ELECTRIC VAULT
RCF
REINFORCED CONCRETE PIPE
CC&C
CONCRETE CURB & GUTTER
FENCE
OVERHEAD ELECTRIC UTILITY
WATERLINE
MANAGED SLOPES
SEMINOLE TRAIL - ROUTE 29
,AR. WIDTH PUBLIC RIGHT -OF
(HIGHWAY PLAT BOOK I PAGE
TOPTRM MH 13. 34 L.F. 18" RCP Cc) O �0
8 77% PORTION OF EXISTING
INV IN (18"x2)=460.7.5 �� ��� STRM MH SIDEWALK TO BE TPPI 471 69 z
INV IN (24")=460.70 TOP=469.64 REMOVED INV I�1-466.j4
INV 01-JT=460.65 STRM DI �� NV IN=464.09 950+/TO INV OUT=466.09
= TOP=466.42 INV,.,OIJT=464.09 BRARICHEAHIDS BLVD -
NV OUT=461::92
164. 32 L.F. ? RCP
_ ST - -
.45
. . o
o -
0
o v.
�T
` ST \
ST
T �� RCP STT
.
4 L�-� �_ 4 ST ST Sr �
7i 118.05 L.F. 24'' R _� 7 IRS 35 25.56 --
N ° 00 00 E
- - - - ' _ -
T L �` - �� >> 4�� EX. VDOT R/W EXISTING SIDEWALK TO
f BE REMOVED
STRM GRATE EXISTING WATERLINE TW-74.5
TOP 46-6 8 (
NV
EXISTING FIRE HYDRANT
18-58 L.F. 18" %i.2 BLOCK x1
P @ 7 5.29%
WALL '
I
TMP 61 -134
N/F CAVALIER COUNTR
BAN K
DB 527 PG 43
DB 327 PG 228 (PLAT)
DB 468 PG 456 (PLAT)
STRM MH
TOP-476.76
INV IN=470.21
INV OUT-47026
ST \`�El
' 0
J °"
I�Ell
7g.17 L.E. 24" RCP
U 0 58%
I
TMP 61 -129
N/E J.C. PENNEY
PROPERTIES, INC A� `
DB_1908 PG 726
DB 4355 PG 625
DESCRIPTJ_ON IN
D-EED OE TRUSTS -
EXISTING CURB AND ��
- - ,
----------------
GUTTER
TO BE REMOVED
NOTES:
THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT BY --- ---
STEWART TITLE GUARANTY COMPANY, COMMITMENT NUMBER 19000090147,
EFFECTIVE DATE AUGUST 19, 2019 8:00 A:M.
2, ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE ALBEMAREE
COUNTY COURTHOUSE.
3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM AN
ACTUAL FIELD SURVEY DONE AS FOR ALL PARCELS SHOWN HEREON, THIS PLAT
HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE-
_ OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY,
THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN,
SUBJECT TO NOTE 1.
d. THE TOPOGRAPHY BY RGA SHOWN IS BASED ON A FIELD SURVEY COMPLETED BY
OCTOBER 17, 2019.
5. THE AREA SHOWN HEREON APPEARS TO BE LOCATED WITHIN FLOOD ZONE X
(UNSHADED), WHICH IS AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEMA
NFIP COMMUNITY MAP PANEL NO. 51003CO278D, EFFECTIVE FEBRUARY 4, 2005.
THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. AN ELEVATION
STUDY HAS NOT BEEN PERFORMED AS A PORTION OF THIS PROJECT.
6. SUBJECT PROPERTY IS ZONED PD-SC (PLANNED DEVELOPMENT SHOPPING
CENTER), PER ALBEMAREE COUNTY GIS, SUBJECT PROPERTY LIES WITHIN THE
FOLLOWING OVERLAY DISTRICTS: AIRPORT IMPACT, ENTRANCE CORRIDOR, AND
MANAGED STEEP SLOPES
7. THE PARCEL SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER.
8. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES
MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY.
9. THE MINIMUM BUILDING SETBACKS ARE PER ALBEMAREE COUNTY CODE.
10, THE SUBJECT PARCEL HAS LEGAL ACCESS TO U.S. ROUTE 29 (SEMINOLE TRAIL).
11. PLAT OF RECORD FOR SUBJECT PARCEL SHOWS THE NORTHWEST AND SOUTHEAST
SIDE LINES BEING 214.5' AND 307.5' RESPECTIVELY. FIELD FOUND EVIDENCE OF
----------
ADJOINING PARCELS APPEAR TO REFLECT A 5' RIGHT-OF-WAY TAKE ALONG -
SEMINOLE TRAIL U.S. ROUTE 29 BUT A RIGHT-OF-WAY TAKE WAS NOT FOUND -�
IN THE TITLE REPORT OR IN A SEARCH OF COUNTY RECORDS. FOR THE PURPOSE
OF THIS SURVEY, PARCEL AREAS AND LEGAL DESCRIPTION INCLUDES THE 5' STRIP
AS A PORTION OF THE SUBJECT PROPERTY.
LEGEND: E IRON PIN FOUND METES AND BOUNDS DESCRIPTION:
ME MONUMENT FOUND BEGINNING AT A POINT (MARKED P.O.B.), SAID POINT BEING SITUATED IN THE
CID CONCRETE PAD EASTERN RIGHT-OF-WAY OF U.S. ROUTE 29, SEMINOLE TRAIL. THENCE, ALONG THE
CW CONCRETE WALK EASTERN RIGHT-OF-WAY OF SEMINOLE TRAIL N 35°00'00" E FOR A DISTANCE OF %
DI STORM SEWER DROP INLET 125.56 FEET TO POINT. THENCE LEAVING SAID SEMINOLE TRAIL S 55*11'57" E FOR
GUY GUY WIRE AND ANCHOR A DISTANCE OF 307.50 FEET, PASSING AN IRON PIN FOUND (IF) AT 5,45 FEET, A
LP LAMP POST CORNER OF TMP 61 1 29, N/E J.C. PENNEY PROPERTIES, INC. AND CONTINUING
MH MANHOLE WITH SAID J.C. PENNEY PROPERTIES, INC. TO A METAL ARROW FOUND ON
OH OVERHEAD UTILITIES MONUMENT (MF). THENCE CONTINUING WITH SAID J.C. PENNEY PROPERTIES, INC. S
SL SIGNAL POLE & BASE 64°38'24" W FOR A DISTANCE OF 197.84 FEET TO AN IRON PIN FOUND (IF) SAID
SN SIGN IRON PIN BEING A COMMON CORNER OF SAID J.C. PENNEY PROPERTIES, INC. AND
SS SANITARY SEWER WITH TMP 61 -1 34, N/E CAVALIER COUNTRY BANK. THENCE LEAVING SAID J.C.
ST STORMWATER PENNEY PROPERTIES; INC. AND CONTINUING WITH SAID CAVALIER COUNTRY BANK N
UP UTILITY POLE 42°48'10" W FOR A DISTANCE OF 214.50 FEET, PASSING A COMMON CORNER WITH
VLT UTILITY VAULT
WL MARK WATERLINE SAID CAVALIER COUNTRY BANK AT 209.56 ; AND LEAVING SAID CAVALIER COUNTRY
YH YARD HYDRANT BANK TO THE POINT AND PLACE OF BEGINNING, HAVING A TOTAL AREA OF 0.908
ACRES OR 39,547 SQUARE FEET, MORE OR LESS.
-71.7
TW- 74.6 0
mot-
TW- 75.
N
72.1
O '
00 I
nl
d-
z��
I,, --
IRON ROD
FOUND
(HELD)
20
EXISTING BLOCK WALL
TO BE REMOVED
MANAGED SLOPES
EX. P/L II II
�>
o �=
------
u�
CP
TMP-61-134A---
N/F ALBEMARLE BANK m
AND TRUST COMPANY
0.908 ACRES - - o - --
39,547 SQ. FT.
---4c' J
CP �I�I - -
---- C_ I
II,
MANAGED SLOPES 1 --
=r
li 1,
S 6 °
�38�
vv
TMP 61 -129 11
NSF J.C. PENNEY =
PROPERTIES, INC
DB 1908 PG 726
DB 4355 PG 625
�F)F-cr,a'PTION N
TRUST)
HORIZONTAL GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
79�
.81-1
ft
S-I IAIVI -
TOP-505.57
,INV-500.98
METAL ARROW M F
IRON
WITH FENCE
POST
(0.77' WEST OF �
CORNER)
25.4 1 5" RCP
7 . ,
`T
`RM H
TOP .504. 1 '
INV N499.1
I
15" RCP
/ STRM DI
TOP=50.3.60
INV=500.90
\X
00
>4'
STRM DI
OP-478.7`
N\/ IN=47? ; (�
,
a ��,
SCOTT R. COLLINS Z
No. 35791
z
0
a z
cl� -
U L0
Z L, w
W o
O � a
o
H z
w
H
W
tie
Ln
0
M
�-
w
i
V J
o
�
N
W N
�
1�
z
w
J
W
LL
W
J
0
O
W
0
_9
O
�
z
Q
J
a
w
°C
U
Q
Lu
�
U
w
W
ul
U)
z
w
W
z
J
�
�
w
W
AV
u"j
UJ
O
NLuw
U
a
w
U)
JOB NO.
192036
SCALE
1 "=20'
SHEET NO.
2
PO CO
❑� PROPOSED
❑❑� CG-12 (TYP.)
950'❑— TO
BRANCHLANDS BLVD
❑ SIGHT
E
— _ I = 530i ,
0 00 , o
DISTANC ' .o m
\ST—ST—ST—sT=�
STST
ST ST ST STD _— _ -- — e o o e e e e o n o __ _ (� �ST� ST �—
ST
-ST ST sr
— — — — — — — — — — — N3Y 52' 31.891 — — — — - O ,V� ❑e
» 408.200
28'
PROPOSED
CG-12 (TYP.) .
a
f s01
p 1p
00-
PROPOSE-D jMPROVEMENTS
TO EXISTING`, PARKING LOT
361 °940
— L—
TMP 61-134
CAVALIER COUNTRY BANK
DB 527 PG 43
DB 327 PG 228 (PLAT)
DB 468 PG 456 (PLAT)
t - t -- t
EXISTING BANK
BUILDING AND
DRIVE-THRU
TIE-IN NEW CG-2
CURB INTO EXISTING CURB
N35' 40' 07.001
88°630
PROPOSED ASPHALT
PARKING LOTS
SEMINOLE TRAIL - ROUTE 29
VAR. WIDTH PUBLIC RIGHT-OF-WAY
(HIGHWAY PLAT BOOK 1 PAGE 227)
PROPOSED 6' GRASS
STOP SIGN PLANTING/UTILITY STRIP
PROPOSED 14'
PROPOSED MILL/OVERLAY
CONC. S/W
SEE DETAIL, SHEET 6 PROPOSED VDOT
R/VIL- ❑_r --�
PROPOSED LANDSCAPING
AND STREET TREES
— — — — — — — ---. ST CST
ST — ST ST ST
_ ST �T — ST -- SZ
—iT ST S ST —�--
ST ST
0
H
n.
1 MIN: RKING & BUIL IN SE I B K y� ^
PROPOSED
CG-6 (TYP.) O
24' F/C-F/C
PROPOSED
CG-2 (TYP.)
C
x�
C�s x x x
X
x x x x x x x x ❑ x
30' MAX. BUILDING SETBACK x
U
x I
PROPOSED BUILDING
ENVELOP - PHASE I
PROPOSED 6' 0.10 ACRES
SIDEWALK
Ox
PROPOSED
ae CG-12 (TYP.)
/ oI
PROPOSED x
En CG-12 (TYP.) p ❑
N ❑PROPOSED❑
DUMPSTER WITH ❑ 4
ENCLOSURE
�V
O
.� �Qj
C❑ x ❑U00 x ❑ ❑�
3 PROPOSE RETAINING WALL
m� x SEE SHEETS 5 & 6 FOR DETAILS
EXISTING CHAINLINK FENCE
ALONG PROPERTY LINE
TMP 61-134A
N/F ALBEMARLE BANK AND TRUST COMPANY
0.908 ACRES (39,547 SF)
DB 646 PG 508
100
le
TMP 61-129
N/F J.C. PENNEY PROPERTIES, INC
DB 1908 PG 726
DB 4355 PG 625
EXISTING CHAINLINK FENCE
ALONG PROPERTY LINE
CY,
FT-,
PROPOSED P
�H
ST
\ST
� rHI
CH —
sr "
� a
_❑❑�_-E�,E ❑
n LJ \ s
;H r
❑ TMP 61-129
N/F J.C. PENNEY PROPERTIES, INC
DB 1908 PG 726
DB 4355 PG 625 I
(j
E
� JH o
SCOTT R. COLLINS'Z
No. 35'791
ZONAL E�
z
0
a z
I )Vl U �
Z �, W
w o
� J
O z Q
0 F-
Lnz
U>
w
1■■1
W
Ce
0
N
Ln
0
z
m Q
m J
Z
� w
� M
rH�
V J
o J
/ � Q
❑' W � �
N
I-1
� z
w w
Z�
Lu� W Q
z
� W
O F.—
wU)
U Q
ulw
U
� oC
z w
� m
— w �
J � �
z
w Lu
w
� J
W
o�
Lu
rn
W
0 w
V)
JOB NO.
GRAIPHIC SCALE 192036
SCALE
20 0 10 20 40
1"=20'
( IN FEET ) SHEET NO.
1 inch = 20 ft. 3
G
STRM MH
TOP=464.63
c
INV IN (24")=458.43
INV IN (18")-458.53
STRM
MH
INV OUT=458.23
TOP=466.85
INV IN (18 X2)=460.75
STRM DI
INV IN (24")=460.70
TOP=463.73
INV OUT-4601'�
i
3.34 L. F. 8 " RCP
8.77� \�
STRM MH
TOP469 6
STRM DI
TOP-47I.
SEMINOLE TRAIL - ROUTE 29
VAR. WIDTH PUBLIC RIGHT-OF-WAY
(HIGHWAY PLAT BOOK 1 PAGE 227)
` 4 _ INV IN=466.34
STRM DI IN IN=464.09 9 0 -f / TO
NV IN=457.13 TOP-466.42 / INV OUT=466.09
--__ u INV OUT=464.09
\ 76.87 �.�. - o- �r �.:� --- INV ouT=461:92 - BRANCHLANDS BLVD -
ST ST ST ST ST ST 5T ST ST 5T
_ ST - ST - ST - -
- SIGHT DISTANCE = 30'
si - IT - sT- IT - IT -/n IT ° . ---- -
X X X-X-�X X X X -X x-X-X_-X-X-X_ - - �, \L.- T ST' '.\� ---- -_ • -- -_ - - T-
-X -X -x X: X�:, 5 5 ° • . - _ - 164.3' -
-�` ST-Sr- ST-
_ _ - T _ ST - ST•- ST -� ST - - - ° . ° _ - _ �.@ ST -- ST - - �- - - -
ST
ST
�rI / ° IT
_ _
- - i - -� st-ST _ �� • . o a sr
IT
-- - _ ,- - - 22 27 . 18 % RCP Cu\ST- __sT �ST
�-
EF r
1 "18.05 L.F. 4" R_P_ Z
9.2
- _ -
� IRS
0
- ST IT ST
ST - --
17II-\ IT
3T
4
op
O fsCOTT R. COLLINS,
L� No. 35791 �
lw�)
1�0�sSIIONAL E
_ - - -- - --- - U
G
EXTEND EXISTING -PROPOSED 4"�PV�
--- '
■ - - - _----��\I�I I �'�� ST EXISTING METER A LDG UNDERGROUND DETENTION SAN. SWR LATERAL �I x --
i WATERLINE FOR NEW
AT - ,- o
■ I - -- -- - NV OIJT=460.38 STRM GRATE WATERLINE I
EXISTING _ F J.
TOP 4F6 gel i
_ - - - - - - FIRE HYDRANT
------ ----- - -=
-- NV- - - - - - - - - -----
,
'------------
i
----- - WM) 1 1 �� uMH2 � - �,,_ �z Ln
■ -I' $ - O z
5 13+00 14+p0 DI INLET C.O. ' I I I ' /
15+00 S "' z
�■■� >
16+00 �' x w
PROPOSED BUILDING
W - - - - - - - - - - - - - -
---- ENVELOP -PHASE
------- ___ -------------------------
Lu-------------- 1■■1
Ln
W_
■ f- - , I PROPOSED 8" 0.10 ACRES
I X
�
PVC SANITARY �Lu
�d
w \ SEWER EXTENSION
LuPROPOSED 20 , -
I
SAN. SWR EASEMENT
-
I
I
-
x �-O
■
z
1
■
--------
-e
475
470
465
ON@
455
450
445
.,N
465
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch 20 ft.
TMP 61-134
CAVALIER COUNTRY BANK
DB 527 PG 43
DB 327 PG 228 (PLAT)
DB 468 PG 456 (PLAT)
t� 0
0
or
Q0
V)r�
a_ 11 0
=
0 CO
Z
o
z�r i
0Lq(V
=
0
0 o
V) 0
EXISTING O a-
II
:20`.LO
GRADE 0a->;
O �
0Lqrnd
Lur1l)
I�
II
zp
of0
a-
F-
_
�
-0C d
�r
o�
a -II
_
_
O
of wp
> >
zo
a- F-
x
II
O »
�-
w_zZ
-
8" SDR 35
-
SAN.SWR
LENGTH=349.00
SLOPE=1.38%
8" SDR 35
SAN.SWR
8" SDR 35
LENGTH=175.49
SAN.SWR
SLOPE=1.60%
LENGTH=1 �8.21
SLOPE=1.32%
PROPOSED
ROP
MANHOLE
5
VERTICAL
GRAPHIC
S
ALE
0
.5 5
10
2Q
( IN
FEET )
------------------------
-
HORIZONTAL
GRAPHIC
SCALE
EXISTING
( IN
FEET )
1 inch
50 1t.
10+00 11 +00 12+00 13+00 14+00 15+00
SANITARY SEWER DESIGN
16+00
17+00
18+00
x
ap
NJ
i
� o x
_--A/ r�
4/1
-- - - -- -
WG-WAt-L-- MXX -
-- _ \\
-- -- -
- --
-'i
J---------- - -- 493 - - - - 4,
TMP 61-134A / \ C F ALBEMARLE BANK AND TRUST COMPANY l l l D N
� 1 ;u
0.908 ACRES (39,547 SF)
DB 646 PG 508 \I
<
II
II
II
STRM DI STRM E,
TOP 466 `a8 _ _ _ SIGHT DISTANCE = 530'
------_ ____ TOP=464.09
NV THEI F)=-J VT 0Q�
INV OUT 4S4 89 �' -� ---
149.70 i
_ - \ I. ST - ST ST ST ST 5T 5T ST ST ST ST ST IT - ST - - ST _ _ IT - ST ST -
- x -
eX-XX X X X-X-X-X X '•X-X-X-X�-X-X-X-X X-�% `X X=X-�_ _X X-Xr}-X-X-X X-X-X-X-X-X _xX -H -X -X X x r\-
-- _ -- - J---------- fir\ -- -
OP H
- - -
H
NV ,I
I - off -
/-- p H OH 0 H N-- -
-- - ----� nH - nH--
st sT�sT� � ■
CULVERT
•� I
s
ss MH
- TOP=4E2.21------------------- -
-1.81 L.F. 16" RCP �A� �s INV IN=441 ,60 ---- 12+00
14.56% ----_= �1V OU_T_=_z4-1--%l - MH1 w
S
`__--- 11+00 Lu
SS MH -- - ----- - ---u U
-
__---- ■
TOP=46 10+00 __-------- PROPOSED 8° ■
-7 PVC SAN. SWR w
(BOLTED HUT U145'?.U=---- w
ss _----- TMP 61 Z-3-12A z ■
TIE-IN NEW SAN.
SWR INTO EXISTING �s - - N/P K DCO, LLC ■
MH WITH DROP \ DB 2047 PG 338 I
CONNECTION \_ y
0
N
L
L(1
0
z
m Q
m J
z Lu
I-1
V
o J
Q
w N
W
� z
M----l1 Lu
� z
w � Q
N LuLD
a
O
O
Q
i
U
ulW �
z w
W
J ZD
z
W uj
w
V)
C.�
0 L Lu
w
a U)
JOB NO.
192036
SCALE
1"=20'
SHEET NO.
4
STRM
M H
i
00�
TOP'=466.85
13.34 L.R. 18" RCP 0)
��❑�
\
INV IN
INV
(18"x2)=460.75
IN (24")=460.70
8. 77�
��
�\ �\
Vv
STRM
MH
INV OUT=460.65
STRM DI
���
TOP=469.64
TOP=466:42,
INV IN=464.09
920'+/— TO
INV OUT 461:92
-
INV OUT=464.09
BPANHLA�IDS B❑D
\_ SIGHT DISTANCE
- —
= 530'
❑ > a'
o -
-
- -
-
Sr sr — —
ST IT
— — — —
ST
.
— ---
°
— —\ -
— - — - - --
L'. f 24
'
S�
RCP
IT IT
2.7
- _ _ _ _ —
SrTsr—sr—sr—sr--n---
8 r S
_- - - Fly
" a „ J
° o
�-- �ST — sT
�_8
IT
ST 5T.— ST — 5r
- - - -
/
N35° 52' 31.89"E
----0
408.200
STRM GRATE
TOP=466-.96
❑Y"
,
-=------------
--,
NV-OJT=46'� ��
PROPOSED
- -----------
----
--
------ ---- -
It
UND€RGRIIllNIZ-
t� DETENTION SYSTEM
4700
MCP c���
1
i
DI INLE"
16+00
---- -----------------------
-----------
\�10-�:
---
--
-
TMP 61-134
CAVALIER COUNTRY BANK
-----------
DB 527 PG 43
---- DB 327 PG 228 (PLAT)
DB 468 PG 456 PLAT
I
---------
361 A40 -
88.❑0
O _
\� o
.o
o�
SEMINOLE TRAIL - ROUTE 29
VAR. WIDTH PUBLIC RIGHT-OF-WAY
(HIGHWAY PLAT BOOK 1 PAGE 227)
STRM MH
STRM DI /TOP=476
TOP=471.6 INV IP,I=4� 1
INV IN=466 U, T �70.26�
INV OUT=466.09
16422 L.F. 24'RC,P (9) -- ---- — � IT
I1—sT IT
-sr
5, —
-_ -� — T-
IT — IT — ST _ � --- - \ — I � ST �= ❑
SJ
IT IT110
�
IRS
m
I
oe —
I _&
I� I I'I ❑
UNDERGROUND DETENTION TMP 61-129 _ _
N/F J.C. PENNEY PROPERTIES, INC!
DB 1908 PG 726
DB 4355 PG 625
x
482.OTW-
476.013W
PROPOSED BUILDING
ENVELOP - PHASE
0.10 ACRES
FFE=376.20
PROPOSED PRIVATE
YARD AND ROOF x - -
DRAINAGE SYSTEM -
D->vo ,
o Z-
x
4.OTW _ ---- — _
478.013
— o x
PROPOSED 6' MAX. \\
i 486.OTW - _ �
SEGMENTED, ,
480.013W RETAINING WALL
M. -
- 1 -------
—, �y
i
— — — O
— — — — — — — — — — — -- — — — — — — / CD\
�I
-
-------- - 493 - - - - - O (/)
O I
O \
- < �
TMP 61 134A �, �,I � � \
N/F ALBEMARLE BANK AND TRUST COMPANY
0.908 ACRES (39,547 SF) 'III - FTI
DB 646 PG 508 IIIII CD
� ;II
/I I
IRON ROD
FOUND
(HELD)
TMP 61-129
v � I
N/F J.C. PENNEY PROPERTIES, INC \
DB 1908 PG 726 ❑ - - - -
DB 4355 PG 625 \
METAL ARROW
IRON
WITH FENCE
POST
(0.77 WEST OF'
CORNER)
STRM DI
TOP=505.57 ❑, __\
INV=500.98
25.a L. 15 RCP
@) 7\
STRM \H
TO=504.` 1 STRM DI\,
24"
STRM DI
TOP=478.75
INV IN=4722
OUT=472.10
E
GRAPHIC SCATHE
20 0 10 20 0
( IN FEET )
1 inch = 20 ft.
1H 077
9,1-COTT
R. COLLINS'�
35791 ,�
ZONAL E�
z
0
az
� C7
v Lu
Z LuLu
O �
o
w
H
W
w
0
N
L!1
0
z
M
Q
J
zN
Lu
�
1
�
V
�
O
N
w
�
z
Lu
J
'-'
W
>
Q
w
�
�
z
Lu�
W
Q
o
Z04 �
r)�c
O
J
0V
w
(D
Q
z
'
=
o
w
ul
U
Q
�
P-4
1
z C/�
w
P-4
m
— w
�
J �
::D
Lu
w
LU
rJ^
v ,
O
�
L
Lu
w
a
�
JOB NO.
192036
SCALE
1"=20'
SHEET NO.
5
2" SM-9.�_
SURFACE COUP
3" BM-2F
INTERMEDIATE C(
5" 21
BASE COUPS
COMPACTE
SUBGRAD
ASPHALT PAVING - TRAVELWAYS
NO SCALE
2" SM-9..`
SURFACE COURS
8" 21
BASE COUPS
COMPACTE
SUBGRAD
ASPHALT PAVING
NO SCALE
PARKING LOT
PROPOSED 1" SM-9.5�
OVERLAY
EXISTING -
PAVEMENT
ES U X. NE
B AOSE\%
COMPACTED
SUBGRADE
ASPHALT PAVING - MILL/OVERLAY
NO SCALE
10'-0"
-014'-0"j '-0 ,
1'-0" (TYP.) STEEL BOLLARD (INTERIOR)
(TYP.) (SEE DETAIL THIS SHEET)
5'-0"
o - (TYP.)
N 1'-0" (TYP.)
- $ $ PAINTED BRICK ENCLOSURE TO MATCH
A
Q)j PROPOSED BUILDING (8" WIDTH X
N 7'-0" HEIGHT)
A STEEL BOLLARD (EXTERIOR)
6j (TYP.) (SEE DETAIL THIS SHEET)
DUMPSTER GATE (SEE
2 -0" DETAIL THIS SHEET)
45' CHAMFER 11 -4 DENOTES 8 C. Y. DUMPSTER
�� (2 PERL)DUMPSTERWPAD)6'-8"(H)
LAYOUT
NOTE. • BROOM FINISH 6"x6" W2.1xW2.1 WELDED
�2» WIRE REINFORCEMENT
(EXTERIOR)
(TYP.) (SE
DETAIL THIS
SHEET)
STEEL BOLLARD
' . . •
7" CLASS A3 CONC.
�
7" 21 A STONE
������������������������������������f
COMPACTED SUBBASE
DETAIL N CONCRETE DUMPSTER PAD
NOTE : CONTRACTOR TO VERIFY WITH ON -SITE
GEOTECHNICAL ENGINEER FOR
FINAL CONCRETE
DETAILS.
Z
1 x6x6
TREA 7SE'D BOARDS
U
2x2x3/16 CANE BOOT
ANGLE IRON e
FRAME
DETAIL N DUMPSTER GA TE
DETAIL - DUMPSTER AREA
NOT TO SCALE
TOP
OF -�4"
CURB 1.
Z-2" R
6
7»
STANDARD CG-6 STONE#57BASE UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
A I PERMISSIBLE CONST.
5' MIN. JOINT
I
� I
A TRUNCATED DOMES
SEE SHEET 1OF 4 FOR DETAILS
TANGENT PLAN
STG. CG 2
2'-0" 5'-0.,
BACK OF CURB 12 : 1 48' 1 M
zD 1 - 446:1
z' MIN.
SECTION A -A
NOTE- FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 4.
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURD
0
2
4
1
2
5
2
3
5
3
.1
fi
4
1 4
E
5
5
10
S
7
14
7
13
1s
a
I75
15
NOTE+
THE REQUIRED LENGTH OF A PARALLEL RAMP IS
LIMITED TO 15 FEET. REGARDLESS OF THE 5LDPE.
a
3
IA
N
0
ix
UJ Ijjl Ij�I
II II
cRDsswALK
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE
UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS
AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND
SLOPES ARE AS NOTED..
Y �
1z:1 M � zP
N x
2' N`�- ` AT X , 2^ HIGHER THAN
EDGE_ OF PAVEMENT
AT)KK,SAVE AS TOP OF CURB
THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES
WITH 60" X 50' MN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET
CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
WITH A WARPED SURFACE.
CG-12 DETECTABLE WARNING SURFACE
REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES'
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 F CAST IN PLACE,
4URB PSI IF PRECAST.
3• (AULO �FACE FORRLESS
0 CURB) WILL BE PNO
RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH
•�
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
D.; D.;
3" (21" DEPTH)IN ORDER THAT THE BOTTOM
�' :e'
OF CURB WLL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
•
OTHERWISE THE DEPTH IS TO BE 15" AS SHOWN.
w
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE INDEPTH.
ice' • ie' .
N.; D,; ! t
5, CG-2 IS TO BE USED ON ROADWAYS MEETING
$
;A. ie ,
THE REOUitEMENTS FOR CO-6 AS SHOWN IN
L
D.; D.; • 0
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
e• • •'.
RADIUS
i a ie. _ ie , ie• •, .
s
of .; • D.; D.; • D.
►A' •e •e' BASE
ie� a iA,
SUBBA
L-
12:4
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
R
SURFACE
BASE
SUBBASE
SPEOPOATgA
REFE7�:ACC
T05
502
CG-2
REFERENCE STANDARD 6" CURB `
ROAD AND BRIDGE sr,woARos
105 REVISION DATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.01
EDGE OF EKISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASP14ALT LAYERS PROPOSED ASPHALT LAYERS
----------------
EXISTING SUBBASE PROPOSED SUBBASE
---------------------------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAJL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 V2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
* MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 V2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315A5(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE
SPECIFICATIONS.
ASPHALT PAVEMENT WIDENINGSPECIFICATION
REFERENCE
LREV)7 FOR WIDENING SUBJECT TO TRAFFIC 305
1 VIRGINIA DEPARTMENT OF TRANSPORTATION 315
1 2"-
REFLECTIVE ALUMINUM
RESERVED LEGEND AND BORDER GREEN
PARKING WHITE SYMBOL ON BLUE
BACKGROUND BACKGROUND
Ib WHITE
TYPICAL AT ALL HANDICAP SPACES
THIS SIGN TYPICAL AT ALL "VAN
VAN ACCESSIBLE" PARKING SPACES
ACCESSIBLE
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
VDOT A3 GENERAL
CONCRETE
TOPSOIL AND SEED
T
I
N
4" MIN.
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE
EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH
SIGNS MOUNTED BOTH SIDES
TOP OF CONCRETE MIN.
WALL 42"
SITE
RAIL
GRADE
1I I I I I I a
a° Il a
°L J
SITE
WALL
�a
a a
NALL RAIL F-4ASTL'NING 1�L'TAIL
NOT TO SCALE
NOTE: CONCRETE (VARIABLE WIDTH)
SHALL BE 3000 Psi (5' MIN.)
AT 28 DAYS OR
STRONGER. 4" CONC.�
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
MIN. 12'x20' CONCRETE DUMPSTER PAD
7" THICK - 3000 PSI CONCRETE
�6" COMPACTED 21B STONE BASE
CONCRETE DUMPSTER PAD DETAIL
NO SCALE
TREES SHALL BE PLANTEDA MIINIMUM OF 0.4 x H DISTANCE FROM BACK OF BLCCK.
SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATER P'ROGF
BARRIER BENEATH PLANTINGS WITHIN 0.4X H DISTANCE FROM % ALL
L0)J l-PE'Rr4EA.BILITY SOIL
r- FILTER FABRIC
Ell
STRU'CTURALI
BACKF I LL
�•°•i r, ert. la
TYPICAL
4" DIA. DRAIN TILE
I� 11
m� I!
2F-C)11
.3 TO .4
OF H
(TYPICAL)
NOTE: FINAL STRUCTURAL WALL DESIGN TO BE
SUBMITTED WITH STRUCTURAL ENGINEERING PLANS
PA VEMEN T
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PL A CEMEN T
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE 1, H, OR 111 PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE SURFACE COURSE 1S BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC-250 0 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWA Y'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA TIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP
WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED
ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRI VEWA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN
LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF
THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL
WATER COURSE.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION VDOT . THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF
� Q
THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR
OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
3: 1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
(- NNTH 077�
� � _.
SCOTT R. COLLINSI-
U No. 35791 �
AV-
2:
O
� z
U (n
Z W
W
J
Oz
O
Ln Z
W
H
W
ce
0
In
ri
O
Luz
M
Q
M
J
1171-1
ui
rH�
alV
J
O
�
Q
N
w
N
�
H
z
w
I -I
z
►w-�
w
-j
_l
~
J
Lu
ZO
06
ul)
LLJ
w
Q
O
I
=
z
w
U
I
z�
w
w
z
mmi
1
W
W/
w
uj
0
J
V
C.7
O
u
N
Lu
UJ
Lu
w
w
a
�
JOB NO.
192036
SCALE
AS SHOWN
SHEET NO.
6
z
�F,
Iv w
cf) W
�z
� z
w
0
z
J
t J
,0
c 0
6
13
Iz N
c1
o�
�co
X
U N
0\
0
cl
0
2�
U TD
E�
T�
�6
E7
-0
Eo
o :�
U
OR
W�
w °
z U
o
z�
LL
u
z
O
o�
0
Q)_
U
Q
o
Q
Q
> o
Fn U
7 Q
U
X7D
E
C3 o
c
co