HomeMy WebLinkAboutSDP201000032 Plan - Approved 2010-10-04v►
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INDEX OF SHEETS
DRAWING NO.
SHEET
NO.
C -1
1 OF
7
C -2
2 OF
7
C -3
3 OF
7
C -4
4 OF
7
C -5
5 OF
7
C -6
6 OF
7
C -7
7 OF
7
ABBREVIATIONS
iN111. 1 l� �1�. \11 \C��1.1� �lLlv.�' 11
TITLE
COVER SHEET
GENERAL NOTES
EARTHWORK NOTES
EXISTING CONDITIONS
DEMOLITION PLAN
SITE PLAN
MS -19 ANALYSIS
A-1--.B1EMA.,,R.,L..E CO
AFF
ABOVE FINISHED FLOOR
NIC
NOT IN CONTRACT
AHD
AHEAD
NSF
NET SQUARE FEET
BC
BACK OF CURB
NTS
NOT TO SCALE
BF
BLIND FLANGE
O.C.
ON CENTER
BM
BENCH MARK
PE
POLYETHYLENE
BK
BACK
PROP
PROPOSED
BW
BOTTOM OF WALL
PVC
POLYVINYL CHLORIDE
C/C
CENTER TO CENTER
r
RADIUS
C &G
CURB & GUTTER
R
RISER
OVERLAY DISTRICT
RCP
REINFORCED CONCRETE PIPE
CIP
CAST IRON PIPE
REQ'D
REQUIRED
CE
CENTER LINE
NEW BUILDING ADDITION HEIGr!T:
20'-4"
* EXISTING USE:
1008 GSF COMMERCIAL BUILDING
RESTR
RESTRAINED
C. L.
CHAIN LINK
NEW IMPERVIOUS AREA:
92 S.F. OUTFALL ADEQUATE AND REMAINS ADEQUATE.)
CMP
CORRUGATED METAL PIPE
RT
RIGHT
No. EMPLOYEES
(MAX. 2 PER SHIFT)
R/W
RIGHT OF WAY
CO
CLEAN OUT
LIGHTING
NEW EXTERIOR BUILDING LIGHTS ARE LESS THAN 3000 LUMENS
SAN
SANITARY
CONC
CONCRETE
SHC
SEWER HOUSE CONNECTION
CY
CUBIC YARDS
SQ
SQUARE
DIA
DIAMETER
DIP
DUCTILE IRON PIPE
ST
STORM
STA
STATION
EL
ELEVATION
STD
STANDARD
ELEC
ELECTRIC
ESMT
EASEMENT
SN
SIDEWALK
EX OR EXIST
EXISTING
TBA
TO BE ABANDONED
FDC
FIRE DEPARTMENT CONNECTION
TBR
TO BE REMOVED
FF
FINISHED FLOOR
TC
TOP OF CURB
FH
FIRE HYDRANT
TW
TOP OF WALL
FL
FLOW LINE
TYP
TYPICAL
GSF
GROSS SQUARE FEET
UG
UNDERGROUND
HB
HORIZONTAL BEND
LION
UNLESS OTHERWISE NOTED
HC
HANDICAP
VESCH
VA. E &S CONTROL HANDBOOK
ID
INNER DIAMETER
WHC
WATER HOUSE CONNECTION
INV
INVERT
WL
WATERLINE
IPS
IRON PIN SET
WSE
WATER SURFACE ELEVATION
IPF
IRON PIN FOUND
WT
WATERTIGHT
JB
JUNCTION BOX
WW
WOVEN WIRE
LAT
LATERAL
X -ING
CROSSING
LF
LINEAR FEET
YDS
YARDS
LP
LOW POINT
yr
YEAR
LT
LEFT
6 91V
6" VALVE
MH
MANHOLE
NOTES:
1. THE SIZE OF THE SYMBOLS
MAY VARY
FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS
SHOWN MAY NOT BE USED.
1 I ADDRESSED COUNTY COMMENTS
2 1 ADDRESSED COUNTY COMMENTS
NO.
REVISION
DMJ 7/30/10
DMJ 9/15/10
BY DATE n10.
REVISION
AP.'jDr\*%.1L 12, 2010
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VICINITY MAP
1 `2000'
A T RFR M A R T .F. CC)T WTV DIRP A R TMF-MT APPROVAL:
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
WILCOHESS, LLC
PLANNING /ZONING
5446 UNIVERSITY PARKWAY
ENGINEER
WINSTON SALEM, NC 27105
INSPECTIONS
ATTN: STEVE WILLIAMS
ARB
(336) 767 -8540
DEPARTMENT OF FIRE & RESCUE
WW ASSOCIATES, INC
ALBERMARLE COUNTY SERVICE AUTHORITY
1402 GREENBRIER PLACE
VIRGINIA DEPARTMENT OF TRANSPORTATION
CHARLOTTESVILLE, VA 22901
HEALTH DEPARTMENT
ATTN: DAVID M. JENSEN, PE
BY I P4TE.
el I `\
SITE DATA:
OWNER /APPLICANT /DEVELOPER:
WILCOHESS, LLC
5446 UNIVERSITY PARKWAY
WINSTON SALEM, NC 27105
ATTN: STEVE WILLIAMS
(336) 767 -8540
ENGINEER:
WW ASSOCIATES, INC
1402 GREENBRIER PLACE
CHARLOTTESVILLE, VA 22901
ATTN: DAVID M. JENSEN, PE
(434) 984 -2700
SOURCE OF SURVEY:
BOUNDARY & EXISTING IMPROVEMENTS - ALTA /ACSM H &A ASSOCIATES, LLC - 10/20/08
TOPOGRAPHY -WW ASSOCIATES - JANUARY 2009
COUNTY, STATE:
ALBEMARLE COUNTY, VA
MAGISTERIAL DISTRICT:
RIO
TAX MAP REFERENCE.
06100 -00 -00 -12000
1600 SEMINOLE TRAIL
ZONING:
HC; ENTRANCE CORRIDOR
OVERLAY DISTRICT
SETBACK REQUIREMENTS:
FRONT - 30'
SIDE - N/A
REAR - N/A
MINIMUM FRONTAGE - 150'
NEW BUILDING ADDITION HEIGr!T:
20'-4"
* EXISTING USE:
1008 GSF COMMERCIAL BUILDING
�k PROPOSED USE:
1008 GSF (400 NSF OPEN TO PUBLIC)
(RAIN BARRELS PROVIDED FOR SWM. EXISTING
NEW IMPERVIOUS AREA:
92 S.F. OUTFALL ADEQUATE AND REMAINS ADEQUATE.)
DISTURBED AREA:
1215 S.F. (E &S NOT REQUIRED)
No. EMPLOYEES
(MAX. 2 PER SHIFT)
PARKING REQUIRED
8 SPACES (1/50 S.F. OPEN TO PUBLIC -400 S.F.)
PARKING PROVIDED
8 SPACES (OF WHICH 1 IS VAN ACCESSIBLE)
LIGHTING
NEW EXTERIOR BUILDING LIGHTS ARE LESS THAN 3000 LUMENS
>k NOTE: 248 S.F. OF BUILDING SPACE IS BEING DEMOLISHED (EX.
VENDING MACHINE ENCLOSURE AND PUMP ISLAND BUILDING)
AND 248 S.F. OF NE'%N BUILDING STRUCTURE ADDED TO EX
BUILDING STRUCTURE.
TH op = DAT
' ice ENGINEERS of,,Wi N RY:
r, SURVEYORS REG
- - - - - - --
DAVID M. NSEN PLANNERS
RE't-'IL..W FD 61':
Lic. No. 11484 Ga ASSOCIATES DMJ
�0 0 PO Box 4119 1402 Greenbrier Place
I Lynchburg, VA 24502 Charlottesville, VA 22901
G Phone 434.316.6080 Phone: 434.984.2700
!0NAL E:� -- - - 1 -- - -_��� 208111.05
www. wwassoctates.net
Sul,mittai Type
r.ew-rved and Approved y the
Community Je-tsiop�nenj Department
Da e . .,._ -0-t.
. - - -- -- --
� Lt4� -
--
Si nature
PROJECT: r r_1i151011 I '1;()1,,1h1-1 -'7':
WI LCOHESS - 1 600 SEMI NOLE TRAIL 2
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA DRawlrle NUMBLE
_ TITLE -:
COVER SHEET C -1
FILE NAME.- C-CIALE: - - DATt
80110 1 C— CO 1.dwg 1',: NIA 4112109 1 of 7
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MISCELLANEOUS NOTES
1. THIS PLAN IS TO BE USED FOR SITE - GRADING PURPOSES OUTSIDE THE BOUNDARY OF
THE BUILDINGS.
2. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "X" ON FEMA FIRM
MAP 51003CO278D, DATED 2/4/05.
3. THE PROJECT AREA IS 0.84 ACRES. THE BOUNDARY AS SHOWN HAS BEEN
CALCULATED FROM AN ACTUAL FIELD SURVEY.
4. THE EXISTING ZONING FOR THIS AREA IS HIGHWAY COMMERCIAL; ENTRANCE CORRIDOR.
NO CHANGE IN ZONING IS REQUESTED.
5. THIS PROPERTY IS SERVED BY PUBLIC SEWER AND PUBLIC WATER THROUGH
ALBEMARLE COUNTY SERVICE AUTHORITY.
6. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE
COORDINATE SYSTEM.
7. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO
INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION.
UTILITY NOTES
1. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS
PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE
CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO
INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION.
2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE REQUIRED TO DIG TEST PITS IN ADVANCE OF
TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT
CROSSINGS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY WW
ASSOCIATES AT (434) 984 -2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES,
CONTRACTOR SHALL VERIFY HORIZONTAL /VERTICAL LOCATION AND SIZE AT ALL
CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY
PRECAST STRUCTURES OR MATERIALS.
3. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND
SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND
THE PROJECT SPECIFICATIONS.
4. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT
SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS.
5. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE
COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL
UTILITIES.
6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN
ACCORDANCE WITH VDOT SPECIFICATION 219.
7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN 4' OF
ANY FIRE HYDRANT.
8. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'.
9. ALL UTILITIES SHALL BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED
OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS.
10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE
INSTALLED UNDER EXISTING PIPING OR CLOSE 1 -0 OTHER FACILITIES.
11. FOR UTILITIES INSTALLED UNDER ROADWAYS AND /OR EASEMENTS PLANNED FOR FUTURE
ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM
DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10,
AND 200.02.
12. A 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED
BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE
HEALTH DEPT. STANDARDS.
SITE PLAN NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT
OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND
NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL
FIELD CONDITIONS AND APPROVED PLAN.
3. EXISTING MANHOLE FRAMES AND COVERS VALVE BOXES AND COVERS MONITORING
WELLS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO
MATCH FINISHED GRADES.
4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND
MAINTAINED.
5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED
AND MAINTAINED.
6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY
FOLLOWING CLEARING AND GRUBBING.
7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY
CODES.
8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES.
9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6' WIDE UNLESS OTHERWISE NOTED.
10. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED
ACCORDING TO BOCA NATIONAL PLUMBING CODE.
11. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR
CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR
DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER
OWN RISK.
GENERAL NOTES:
1. ALL LAND, ON OR OFF SITE WHICH IS DISTURBED BY THIS DEVELOPMENT AND WHICH
IS BUILT UPON OR SURFACED, SHALL BE ADEQUATELY SEEDED AND STABILIZED TO
CONTROL EROSION AND SEDIMENT IN ACCORDANCE WITH ALBEMARLE COUNTY AND
VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS.
2. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID
UNNECESSARY ADJUSTING.
3. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER
TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO
THE BUILDINGS OR STORM INLETS.
4. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND
MAINTAINED.
5. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E. WATER, SEWER, GAS, ELECTRIC,
TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE
AND /OR PAVING.
6. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS
WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5' SEPARATION FROM
PUBLIC WATER MAINS AND SANITARY SEWER.
7. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN
ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS.
8. ALL EXISTING CURB AND GUTTER AND SIDEWALK ALONG ROUTE 29 THAT IS DAMAGED
DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND
SPECIFICATIONS OF ALBEMARLE COUNTY.
9. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE
CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS.
10. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION
1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS.
11. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES
ON THE SUBJECT PROPERTY.
12. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL
BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE
AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY
AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT.
13. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE
CONFLICTS WITH OTHER STRUCTURAL FEATURES.
14. PROJECT AREA DOES NOT HAVE ANY EMERGENT WETLANDS OR WATERS OF THE U.S.
COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR
CONSTRUCTION OF THESE PLANS.
2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF
PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE
ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC.
ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION.
4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILLITIES IN
CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES.
5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE
REQUIRED BY ALBEMARLE COUNTY CODE.
6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS `.SPECIFIED
BY THE CORPS OF ENGINEERS.
WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
INSPECTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPER
SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE
NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE
ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY,
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF
THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY.
4. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3' OF COVER MEASURED
FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL
FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
5. ALL WATER AND SEWER APPURTENANCES SHALL BE LOCATED OUTSIDE OF ROADSIDE
DITCHES.
6. VALVES ON DEAD -END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT
FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
(1- 800 - 552 -7001)
SITE/ARCHITECTURAL SOURCE NOTES
1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON INFORMATION PROVIDED BY
ALTA /ACSM H &A ASSOCIATES, LLC ON 7/6/08 AND AN ACTUAL FIELD RUN BOUNDARY
SURVEY PERFORMED BY WW ASSOCIATES, DATED 01/12/09.
2. THE EXISTING ORIGINAL TOPOGRAPHY IS BUILT FROM A FIELD SURVEY BY WW
ASSOCIATES, DATED 1/12/09. THE HORIZONTAL DATUM IS VA GRID NORTH, NAD -83, IN
THE U.S. SURVEY FT. UNITS. THE VERTICAL POSITION IS ON THE NAVD88 VERTICAL
DATUM.
3. THE BUILDING INFORMATION (DIMENSIONS, UTILITY CONNECTIONS, ETC.) SHOWN ON
THESE PLANS WAS TAKEN FROM INFORMATION PROVIDED BY WILCOHESS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE MOST CURRENT APPROVED
ARCHITECTURAL /M.E.P. PLANS AND COORDINATE SAME WITH THE SITE PLAN, PRIOR TO
BEGINNING STAKEOUT AND CONSTRUCTION OPERATIONS.
ALBEMARLE COUNTY ENGINEERING - 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 THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. 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.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. 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.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE CURRENT VERSION OF THE
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA WORK
AREA PROTECTION MANUAL.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ROADWAY CONSTRUCTION NOTES (PRIVATE ROADS)
1. ALL EXISTING UTILITIES SHALL BE ADJUSTED TO NEW FINISHED GRADE BY THE
CONTRACTOR.
2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF
SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE
GEOTECHNICAL ENGINEER.
3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY
COMPACTION OR REPLACEMENT AS REQUIRED.
4. ALL CONCRETE SHALL BE VDOT CLASS "A3" GENERAL UNLESS SPECIFIED OTHERWISE.
5. ALL BITUMINOUS SURFACE SHALL BE VDOT TYPE SM -9.5A UNLESS SPECIFIED
OTHERWISE.
6. ALL BITUMINOUS BINDER OR BASE COURSES SHALL BE VDOT TYPE BM -25.0 UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS.
7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY
ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS.
8. CONTRACTOR SHALL GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY
EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS - SLOPE. PROVIDE HEEL CUT AND
SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT
SURFACE,
9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING
ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE
GUTTERS AND /OR THE PONDING OF ANY WATER IN THE ROADWAY.
10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY
MIXED, QUICK- DRYING, AND NON- BLEEDING. PAINT SHALL MEET REQUIREMENTS OF
VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231.
11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN
ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM
SLOPE OF 12:1.
12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE
DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION.
13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE
COUNTY /CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE
NOT PRIVATELY MAINTAINED.
14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES, THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE
ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND
MANUAL.
LEGEND
EXISTING
NEW DESCRIPTION
CONTOUR (INTERVAL AS
- - -490---
490 INDICTED ON SITE PLAN)
90 SPOT ELEVATION
ti Wwti,
HEDGEROW
- - -- -
��� EDGE OF PAVEMENT
-- - - - - - --
- " -" - - -- PROPERTY LINE
R /W ---
RIGHT -OF -WAY
- --
SANITARY SEWER
_ - - -
STORM SEWER / DRAINS
- W - --
WATER LINE
UGE -- UNDERGROUND ELECTRIC LINE
OHU - - -- OVERHEAD UTILITY LINE
ABANDONED OR DEMOLISH UTILITY
0 0 - --0 FENCE
o aQ�o -z FENCE WITH GATE
- STRUCTURE
F_ r BUILDING OVERHANG
._.1 L - - - - - - -�
GR -2 GUARDRAIL
NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
4" MIN.
C ONAPA(7171
MATCH EXISTING WIDTH
1/4":l' SLOPE UNLESS
OTHERWISE NOTED
4 " -VDOT
NO. 8
AGGREGATE
EXISTING
, ATE
&.
E =M
0
0
CAN LST
O�
NEW
O IPS
BM
1�1
DESCRIPTION
WATER METER
FIRE HYDRANT
WATER VALVE
GAS VALVE
UTILITY MH
MONITORING WELL
BOLLARD
SAN. SEWER MANHOLE
STORM DRAIN MANHOLE
CURB INLET
DROP INLET
SANITARY CLEAN OUT
LIGHT POLE
TELEPHONE POLE WITH
GUY WIRE & ANCHOR
POWER POLE
TREE
SHRUB
IRON PIN FOUND
IRON PIN SET
BENCHMARK
DRAINAGE DIVIDE
CONCRETE
ASPHALT
NOTES:
SIDEWALK TO BE POURED VDOT CLASS A3 GENERAL CONCRETE.
DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN 12" HEEL CUT ALL AROUND. TACK ALL HORIZONTAL AND
LONGITUDINAL DIRECTION. VERTICAL SURFACES AND SEAL SEAM.
SIDEWALK - DETAIL
NOT TO SCALE
PROVIDE POSITIVE SURFACE DRAINAGE
2" SM -9.5A ASPHALT
3 BM -25.0 ASPHALT
- - - -
a,r, <,
-
,_,Ob,�
VDOT 21A
PAVE OVER PRIME AT 0.4
GA /SY
PAVE OVER PRIME AT 0.1
GA /SY
PAVEMENT SECTION DETAIL
NOT TO SCALE
4 � i
)F43NED e�: PROJF:'T:
1 ADDRESSED COUNTY COMMENTS DMJ 7/30/10 - - -_- TH OF Dj = DMJ WILCOHESS - 1600 SEMINOLE TRAIL
---- - - - - -- - -- - --
2 ADDRESSED COUNTY COMMENTS DMJ 9/15/10 ENGINEERS - - -- - - - -- MAJOR SITE PLAN AMENDMENT
REC SURVEYORS _ ._..________ - ____ALBEMARLE COUNTY VIRGINIA
-- - - - -- _ - -- - -- - - - - - -- - _ ._l _ _ -- '
- - - -- - - -- - - -- -_ - - - -- - - - - - --- - - - - -- _ j - DAVID M. JENSEN PLANNERS
- -- - - - _ _ - - - -- - - - I
Lic. No. 11484 rcE "� iti�ED e.: GENERAL NOTES -
___ AsSOCIATES DMJ
0� 1 1'5 ,4 PO Box 4119 1402 Greenbrier Place I� -�1 a r`J` �'lt�rll: F1 _f �` aii�ir. - - - -
i. ,
Lynchburg VA 24502 Charluucs��Ile, VA 22901 � � 1 � ^ � ' ' � ±
T CS Phone: 434 316.6080 Phone: 434 984.2700 R 1 1 .11 !7/ �A�
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none _ . -. _ 208111.05 V O I 1 O 1 C- C o2. ll YY 1. N/A 4112109
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EARTHWORK REQUIREMENTS
1. GENERAL
1.1 DEFINITIONS
1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE
MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY
REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR
REMOVAL.
1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED,
LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE
REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION
JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE- MOUNTED PNEUMATIC HOLE PUNCHERS OR
ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT
EXCEEDING 1/2 CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED
ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY
TO INCREASE PRODUCTION.
1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH.
MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES
HAVE A PLASTICITY INDEX GREATER THAN ZERO.
1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP.
MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE
FINES HAVE PLASTICITY INDEX OF ZERO.
1.2 CRITERIA FOR BIDDING
1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED.
1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED
TO THE INDICATED ELEVATIONS.
1.2.3 BLASTING WILL NOT BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN.
1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS
REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH
REQUIREMENTS MANUAL," EM -385 -1 -1, SECTIONS 23 A AND B.
1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING,
BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY
STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR
VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES,
BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING.
1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT AND
ALBEMARLE COUNTY. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY
AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE,
AND LOCAL REGULATIONS.
2. PRODUCTS
2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND
PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER
SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE
DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE
1 -INCH.
2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO
COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION.
2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML
WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF
12, AND A MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.
2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10
PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.
2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE.
2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE.
2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT)
ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP ", UNLESS OTHERWISE NOTED.
2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS
FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO
ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION.
3. EXECUTION
3.1 CLEARING
3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD,
RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO
ALLOW FOR NEW CONSTRUCTION.
3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF
CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS.
3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT
LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF
STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE.
3.2 GRUBBING
3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE
FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS
WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS
BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL.
3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS 'h -INCH DIAMETER
AND LARGER, ORGANIC MATERIAL, AND DEBRIS.
3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN.
3.4 CONSTRUCTION /CLEARING LIMITS
3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED
ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER.
3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE
CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT
ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE, THE ENGINEER'S DECISION SHALL
BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT.
3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS
OF THE WORK.
3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND
AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES.
3.7 SURFACE PREPARATION
3.7.1 STRIPPING: STRIP EXISTING TOIPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT
CONTAMINATION BY SUBSOIL MIATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED
MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA.
3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS,
DECAYED VEGETABLE MATTER, 'SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE
UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND
LOCAL REGULATIONS.
3.8 PROTECTIONS
3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE
WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL,"
EM- 385 -1 -1, SECTIONS 23 A AND B.
3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE
WATER ENCOUNTERED DURING CONSTRUCTION.
3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF
CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES,
SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS.
WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL
SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL
AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE
OWNER.
3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL,
AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING,
OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS
ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL
AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY
UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE.
3.9 EXCAVATION
3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION.
REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE
REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN
THIS SECTION IS ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND
REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF
UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE
PERFORMED AT NO ADDITIONAL COST TO THE OWNER.
3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE
CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT
CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO
95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT
BELOW INDICATED DEPTH WITH' SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM
DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING.
3.9.3 PIPE TRENCHES: EXCAVATE T0) THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES
IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE
VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE
ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES
TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT,
3.9.4 UNSUITABLE SUBGRADE SOIL WATERIALS; SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE
FOR BEARING NEW EQUIPMENTf, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE
SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO
ADDITIONAL COST TO THE OWNER.
3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED, COMPACT
EACH LIFT BEFORE PLACING OVERLAYING LIFT.
3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE. PLACE IN 6 -INCH LIFTS. COMPACT AREAS
NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL
EXCESSIVELY MOISTENED BY RZAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH
FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH.
3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL
ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED.
BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID
LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET
OUTSIDE OF STRUCTURES.
3.10.3 SELECT MATERIAL PLACEMENT. PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS. SELECT
MATERIALS SHALL BE PROVIDE -D FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE
WHERE INDICATED ON THE DRZAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES
SHALL BE PLACED AS STRUCITURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST
CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR
AGAINST STRUCTURES.
3.10.4 TRENCH BACKFILLING: BACKFILLL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF
WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS
TO THE TOP OF THE TRENCH.. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND
COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE
SPECIFICATIONS.
3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS,
PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS
SPECIFIED HEREIN. PLASTIC IPIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE
INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES
BENEATH THE PIPE INVERT. 'WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH
OF 6 INCHES BENEATH THE PIPE INVERT.
3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF
THE EXISTING SUBGRADE; IF REQIUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE
WILL BE REQUIRED.
3.1 1.1 GENERAL SITE: COMPACT UND >ERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE
10 -FOOT LINE OF STRUCTURES TO 90% OF ASTM D 698.
3.1 1 .2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM
D 698, COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698.
3.1 1 .3 PIPE TRENCHES: COMPACT FILLL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO
95% OF ASTM D 698.
3.11.4
ADJACENT AREAS: COMPACT AREAS WITHIN
10
FEET OF
STRUCTURES
TO 95%
OF ASTM D 698.
3.11.5
PAVED AREAS: COMPACT TOP 12 INCHES
OF
SUBGRADE
TO 100% OF
ASTM D
698. COMPACT FILL,
BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED
COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A
CALIFORNIA BEARING RATIO (CBR) OF 10.
3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD
AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER
ALL RIPRAP.
3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS ON THE OWNER'S PROPERTY
AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
REGULATIONS.
3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE
ALL SOIL TESTING REQUIRED FOR THIS PROJECT,
3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING
TESTS.
3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE
ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES.
3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR
CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN
THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM
D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE.
3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE
TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200
SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE.
3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE WITH ASTM D 1556, OR ASTM D 2922 AND
ASTM D 3017. WHEN ASTM D 2922 AND ASTM D 3017 DENSITY TESTS ARE USED, VERIFY
DENSITY TEST RESULTS BY PERFORMING AN ASTM D 1556 DENSITY TEST AT A LOCATION ALREADY
ASTM D 2922 AND ASTM D 3017 TESTED AS SPECIFIED HEREIN. PERFORM AN ASTM D 1556
DENSITY TEST AT THE START OF THE PROJECT, AND FOR EVERY 10 ASTM D 2922 AND ASTM D
3017 DENSITY TESTS THEREAFTER. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY
500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY
500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND
EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND
ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES.
4AUCY
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DMJ WI LCOHESS 1600 SEMI HO L E TRAIL 2 ADDRESSED COUNTY COMMENTS DMJ 9/15/10 _ r 2
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CURB AND PAVEMENT TO THE EXTENT NECESSARY J
TO INSTALL NEW DUMPSTER PAD AND ENCLOSURE.
ODEMOLISH
EXISTING
GRAVEL SURFACE J'
TAX PARCEL: 06100000012OD1
SSC ACQUISTIONS INC
DB 1429, PG 330
ZONE: HIGHWAY COMMERCIAL
USE: STORAGE FACILITY
TOP= 489.14
IN= 480.59
OUT= 480.39
Sli Op
FDU . J SEN
Lic. No. 11484
too Ap t
� O
J �
ti
SSI�NAL �_:�
U.S. HIGHWAY NU. 2U
(PUBLIC R.O.W. VARIES)
WATER LINE ESMT
DB 781, PG 333
�I
J�
J
ll
1
1
1
1
l
l
16' ACCESS ESM1
DB 781 , PG 223
DB 1429, PG 323
EX YARD WATER TAP
15' WATER LINE ESMT
DB 781, PC 223
N �
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a D
= T_M 70
m
0
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EX POWER POLE
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FX 1 DI - -7
TOP = 491.97
OUT = 4815.07
EX 2 MH -1
TOP= 494.86
IN= 484.25
OUT= 484.05
M , ;J
4.
r
ENGINEERS
SURVEYORS
PLANNERS
ASSOCIATES
PO Box 4119 1402 Greenbrier Place
Lynchburg, VA 24502 Charlottes0le, VA 22901
Phone: 434.316.6080 Phone 434 984.2700
www.wwassociales.net
GENERAL DEMOLITION NOTES
1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES — TO
INCLUDE BUT NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS,
SANITARY SEWER, WATER AND STORM DRAIN — AND SHALL COORDINATE
PROPER PROTECTION AND /OR RELOCATE WITH APPROPRIATE
OWNER /UTILITY COMPANY.
2. CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE
OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO
CONSTRUCT NEW IMPROVEMENTS WILL BE PERFORMED BY THE
CONTRACTOR AND BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION,
HAULING AND OFFSITE DISPOSAL OF BUILDINGS, FOUNDATIONS, CONCRETE
CURBS, GUTTER, PADS AND SIDEWALKS, BITUMINOUS CONCRETE AND
CONCRETE PAVEMENTS AND ALL MATERIALS OR VEGETATION CLEARED AND
STRIPPED (AS DIRECTED BY SOILS ENGINEER) TO THE EXTENT NECESSARY
FOR THE INSTALLATION OF NEW BUILDING ADDITION AND WITHIN THE LIMITS
OF CLEARING AND GRADING. COORDINATE DEMOLITION WITH WILCO HESS
AND SITE PLAN SHEET 6 OF 8.
4. THE CONTRACTOR SHALL PROTECT ALL PROPERTY AND STRUCTURES AND
UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO THE
PROPERTY DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN
KIND BY THE CONTRACTOR AT NO COST TO THE OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND FIRE HYDRANTS AND
STORM DRAINAGE UTILITIES THAT SERVICE ADJACENT PROPERTIES SHALL BE
MAINTAINED DURING THE CONSTRUCTION PROCESS.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD OF
DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS
BEFORE DEMOLITION IS BEGUN. AFTERWARDS A PHOTOGRAPHIC RECORD
SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS.
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, TREE /VEGETATION AND
UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED,
PROTECTED AND UNDISTURBED DURING DEMOLITION. CONTRACTOR SHALL
COORDINATE THE REMOVAL OF BITUMINOUS CONCRETE AND CONCRETE
PAVEMENTS, CURB AND GUTTER AND SIDEWALK WITH THE SITE PLAN.
8. SMOOTH SAW CUT OF EXISTING ASPHALT AND CONCRETE PAVEMENTS,
CURBS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED SHALL
BE PROVIDED.
9. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH
FEDERAL, STATE AND LOCAL LAWS AS WELL AS OSHA REGULATIONS.
10. CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS /EGRESS
TO ADJACENT PROPERTIES. COORDINATE WITH OWNER MAINTENANCE OF
TRAFFIC /PEDESTRIAN CIRCULATION DURING CONSTRUCTION.
IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE: 1 " = 20'
20' 0 20'
PROJF(l,T: F`,:'1`;CP)
DMJ WI LCOHESS - 1600 SEMI NOLE TRAIL 2
- - -- -- -- MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, , VIRGINIA
_
TO
_ - _
RLUEWE1D DEMOLITION PLAN C -5
DMJ
208111.05 801 101 C- CO5.dwg
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1 : N/A
20'-0'
8" THICK SOLID
BRICK WALL
BRICK WALLS (BEYOND)
PVC PIPE CAP
DARK BRONZE
I 11 � - -]- 6"0 STEEL PIPE
CONCRETE DUMPSTER GATE POST
PAD COLOR: DARK BRONZE
�1 I H H 22 b - I i
EMPLOYEE
ENTRANCE
DUMPSTER ENCLOSURE DETAIL — PLAN
NOT TO SCALE
METAL ROOFING PANELS MECHANICALLY
ATTACHED TO GALV. METAL DOOR FRAME
COLOR: DARK BRONZE
DUMPSTER ENCLOSURE DETAIL — FRONT ELEVATION
NOT TO SCALE
DUMPSTER ENCLOSURE DETAIL — RIGHT ELEVATION
NOT TO SCALE
t2
--NEW 248�_S.F. BUILDING ADDITION. '
-v -
F MATCH EX. FLOOR, ELEVATION.
10 PRI',!A� - < '�WR LSMT
[)H /181, P(I Z-.--. POOL�R
,CON PE }Ax p 4R �_-L ob
I I F, T)
SHADOW 13OX TREATED WOOD FENCE NSING
RELOCATED
JUNCTION 1, r
PAINTED COLOR: DARK BRONZE UNITS AEW�GR BOX
0
ADJUST. CLEANOUT TO A
HVAC-,__
AIN BARREL--
CONDENSER R �F - I r i q
-LIMITS OF CLEARING- AND GRADING 1 b ' A C C OS
ES1vff
RAIN BARREL
3 D 8 PG 22
F UH P3 7 1,
1 -1 G
PROVIDE PREMOLDED EXPANSION CB 1429, 1 4 -94 >A j
�'H I T
j
_X Y/ _R T?�� P
YARD W'TE-
0 BETWEEN.EX. CURB AND,,
iJ
NEW.- PULDING AD'DITION
�e I X PRGPZ�I` LL C `
'LIMITS',OF CLIEAAI G
I X YA R 1) WAFER TAP
ON,
i Uj r4C1 I o j ,�AND GRADIN
24!1
It)' WATER LINT ESA
D B
-781 PC 2- 1
/0-
140"
b
PAVEMENT, SEE DETAIL 0X '�'/E[ C
_0N DRAWING - No. C-2 X
0
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X 6H I &[ROSEN[ IF
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DISPENSERS/ wIps, NEW,,CONCRETE $0 ALK TO C, NNECT TO 11 •
C) 1D co < .1. \ 9,xi�' Typ 3
Ei 'tX. �ONCRETE 'SID LK IN LIN AND ON -5: �') C-) 0
0 ARE TO 'J� 3 !��: (A CD
0 Z 0 ci� X E p " "'E .'CROSS
�D L-Li U Ld REPLACED IT, H GRADE: .MAINTAIN"E CROSS -SL 'E AND 71 F, 0
> .. \
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NEW PUMPS PROVID�, POSITLV� R INAGE AWAY; - FROM NE 01, I / w I ��
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UGE. UGE UGE — UGE __1
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t_ X SSMH 3 T
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-FOP=482.19 TOP OF EXISTING
JUT - 47'.44 -EX 4 MH-1 F EX 2 M H -1 STORM DRAIN
_0' SAITIARY SF� ERI/ L-TOP=494.86 STRUCTURE=494-86
TOP�485.67 (J. HIGHWAY f-]C. WATER Lk��L rl�mj
IPA - 474.72 R.O.W. k I E S)
OUT=474-70
c�u 80. _i9 Dg 781, P 3
G _), OUT - 484.05 A
NOTE:
SEED, FERTILIZE, LIME AND
MULCH OR SOD GRASSED AREAS
DISTURBED WITHIN THE LIMITS
OF CLEARING AND GRADING.
PROVIDE SILT FENCE AS
NECESSARY. NO TRACKING OF
SOIL MATERIAL OFF-SITE WILL
BE PERMITTED.
1111100001-1
4jitO
No
::500 FEET
TO INTERSECTION
WITH RIO ROAD
i,J
7.1
SEE PLANS FOR GRADE
,— 6"W2.9xW2.9WWR
ASPHALT PAVING—
__-%j6 `SEE PLANS
8" MIN. ��4" VDOT NO. 21A FOR GRADE
CONCRETE DUMPSTER PAD — SECTION
NOT TO SCALE
—12"—
REFLECTIVE ALUMINUM
RESERVED LEGEND AND BORDER - GREEN
PARKING WHITE SYMBOL ON BLUE
co • BACKGROUND BACKGROUND - 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
li GALVANIZED "U" CHANNEL POST
C)
ui
M
U-1 0
af
-1 VDOT A3 GENERAL
CONCRETE
0 U)
0 TOPSOIL AND SEED
U-)
R CONCRETE SIDEWALK
, > I
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
1 ADDRESSED COUNTY COMMENTS DMJ 7/30/10 OF a
p IF THIS DRAWING IS A REDUCTION DMJ WILCOHESS jySIr,NED RY: 1600 SEMINOLE TRAIL
2 ADDRESSED COUNTY COMMENTS DMJ _____9/15/1O GRAPHIC SCALE MUST BE USED ENGINEERS MAJOR SITE PLAN AMENDMENT 2
V-4 SURVEYORS ALBEMARLE COUNTY, VIRGINIA
0im �pl SCALE: 1 20' REG
DAVID M. JENSEN PLANNERS
Lic. �0. 11484 94 1 RE-OFWE-0 B): SITE PLAN C-6
AsSOCIATES DMJ
0
20' 0 20' PO Box 4119 1402 Greenbrier Place
__R: f
b s� Lynchburg, VA 24502 Chulon—ille, VA 22901 111411'1_1�, NUMBL 'S C, A L E:
Phone: 434.316.6080 Phone: 434.984.2700
I-es-let 208111.05 6 of 7
-rONAL wwwwwassocia 801 101C—006.dwg 4112109
NO. DATE No. RLV;s1()N 13 D 4 1 t- .NSA
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PG
RAIN BARREL NOTES:
II I -i W A Y G M I L 1
P� I 'E'E T)
1. FLAT BACK RAIN BARREL OR APPROVED EQUIVALENT.
2. 50 US GALLON CAPACITY.
3. TURN DOWNSPOUT INTO RAIN BARREL.
4. PROVIDE SCREEN AT TOP TO KEEP OUT DEBRIS, CRITTERS
ACCESS ES11,/11
DD 781, PG) 223
Q.
AND INSECTS.
5. SPIGOT, SHUT OFF VALVE FOR HOSE HOOK UP, AND
D B 1429, PG 3 2 3 -
�J
d
OVERFLOW PORT.
6. DO NOT ALLOW WATER TO FREEZE INSIDE UNIT DURING
A,
V
COLDEST MONTHS.
t2
--NEW 248�_S.F. BUILDING ADDITION. '
-v -
F MATCH EX. FLOOR, ELEVATION.
10 PRI',!A� - < '�WR LSMT
[)H /181, P(I Z-.--. POOL�R
,CON PE }Ax p 4R �_-L ob
I I F, T)
SHADOW 13OX TREATED WOOD FENCE NSING
RELOCATED
JUNCTION 1, r
PAINTED COLOR: DARK BRONZE UNITS AEW�GR BOX
0
ADJUST. CLEANOUT TO A
HVAC-,__
AIN BARREL--
CONDENSER R �F - I r i q
-LIMITS OF CLEARING- AND GRADING 1 b ' A C C OS
ES1vff
RAIN BARREL
3 D 8 PG 22
F UH P3 7 1,
1 -1 G
PROVIDE PREMOLDED EXPANSION CB 1429, 1 4 -94 >A j
�'H I T
j
_X Y/ _R T?�� P
YARD W'TE-
0 BETWEEN.EX. CURB AND,,
iJ
NEW.- PULDING AD'DITION
�e I X PRGPZ�I` LL C `
'LIMITS',OF CLIEAAI G
I X YA R 1) WAFER TAP
ON,
i Uj r4C1 I o j ,�AND GRADIN
24!1
It)' WATER LINT ESA
D B
-781 PC 2- 1
/0-
140"
b
PAVEMENT, SEE DETAIL 0X '�'/E[ C
_0N DRAWING - No. C-2 X
0
X
RVE R �i,4 N
(3 _X 1�16V SIDEWALK'\\SEE DETAIL ON, L
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FIX CIUNO. F) AD---- T
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> :� 00 0
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0 < I �d I, V
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DISPENSERS/ wIps, NEW,,CONCRETE $0 ALK TO C, NNECT TO 11 •
C) 1D co < .1. \ 9,xi�' Typ 3
Ei 'tX. �ONCRETE 'SID LK IN LIN AND ON -5: �') C-) 0
0 ARE TO 'J� 3 !��: (A CD
0 Z 0 ci� X E p " "'E .'CROSS
�D L-Li U Ld REPLACED IT, H GRADE: .MAINTAIN"E CROSS -SL 'E AND 71 F, 0
> .. \
I HW,
NEW PUMPS PROVID�, POSITLV� R INAGE AWAY; - FROM NE 01, I / w I ��
(0 D EM'
0 0 m . CONFINES 0 BUILDING ADDITION.- 5
4
F
13 61 0
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�'T F EX I DI - -7
TO P- 484.. � 4 8 4. �6 I F T)
It
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.7
OUT� 185.07
QUT474. S
UGE. UGE UGE — UGE __1
UGE
E w
•
LT BENCHMARK
t_ X SSMH 3 T
R C P
-FOP=482.19 TOP OF EXISTING
JUT - 47'.44 -EX 4 MH-1 F EX 2 M H -1 STORM DRAIN
_0' SAITIARY SF� ERI/ L-TOP=494.86 STRUCTURE=494-86
TOP�485.67 (J. HIGHWAY f-]C. WATER Lk��L rl�mj
IPA - 474.72 R.O.W. k I E S)
OUT=474-70
c�u 80. _i9 Dg 781, P 3
G _), OUT - 484.05 A
NOTE:
SEED, FERTILIZE, LIME AND
MULCH OR SOD GRASSED AREAS
DISTURBED WITHIN THE LIMITS
OF CLEARING AND GRADING.
PROVIDE SILT FENCE AS
NECESSARY. NO TRACKING OF
SOIL MATERIAL OFF-SITE WILL
BE PERMITTED.
1111100001-1
4jitO
No
::500 FEET
TO INTERSECTION
WITH RIO ROAD
i,J
7.1
SEE PLANS FOR GRADE
,— 6"W2.9xW2.9WWR
ASPHALT PAVING—
__-%j6 `SEE PLANS
8" MIN. ��4" VDOT NO. 21A FOR GRADE
CONCRETE DUMPSTER PAD — SECTION
NOT TO SCALE
—12"—
REFLECTIVE ALUMINUM
RESERVED LEGEND AND BORDER - GREEN
PARKING WHITE SYMBOL ON BLUE
co • BACKGROUND BACKGROUND - 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
li GALVANIZED "U" CHANNEL POST
C)
ui
M
U-1 0
af
-1 VDOT A3 GENERAL
CONCRETE
0 U)
0 TOPSOIL AND SEED
U-)
R CONCRETE SIDEWALK
, > I
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
1 ADDRESSED COUNTY COMMENTS DMJ 7/30/10 OF a
p IF THIS DRAWING IS A REDUCTION DMJ WILCOHESS jySIr,NED RY: 1600 SEMINOLE TRAIL
2 ADDRESSED COUNTY COMMENTS DMJ _____9/15/1O GRAPHIC SCALE MUST BE USED ENGINEERS MAJOR SITE PLAN AMENDMENT 2
V-4 SURVEYORS ALBEMARLE COUNTY, VIRGINIA
0im �pl SCALE: 1 20' REG
DAVID M. JENSEN PLANNERS
Lic. �0. 11484 94 1 RE-OFWE-0 B): SITE PLAN C-6
AsSOCIATES DMJ
0
20' 0 20' PO Box 4119 1402 Greenbrier Place
__R: f
b s� Lynchburg, VA 24502 Chulon—ille, VA 22901 111411'1_1�, NUMBL 'S C, A L E:
Phone: 434.316.6080 Phone: 434.984.2700
I-es-let 208111.05 6 of 7
-rONAL wwwwwassocia 801 101C—006.dwg 4112109
NO. DATE No. RLV;s1()N 13 D 4 1 t- .NSA
li-
tL tIIOKI' II00, I J/ IL�j _j IIL IIS R M/ S'-k 'MM A- AYLJ H IS I4TER OU T IIIN 81 1p ri </ Ll II-7 IT IL I> /> .00 -'AC j 344 I:j, I.4e L ------ C7 M Ir / I-,-- \�� �,� \ I �, -, I", _', I I j I I I __ I IIw II- w ItIM IIIEX',SWM' PO�' II1 ---- - -------- I ------- - /> ;/AFPROX IMAT E�\ I r 79.4��AC - �AREAJ NAG', --CROSS --Ib I> II48" 54- tI&CRES-1 '29, 22.8, AC �'ROUTE-
E7 0 : 16.6, A, 7:7 [7 I.. ......... 7-� V, I7-7 IL--J\ IIC� Iif IIL ItIIIINOTES: II1. DRAINAGE AREA SHOWN IS APPROXIMATE AND
BASED OFF OF COUNTY TOPO. Z_ Ej -42 CULVERT 2. PIPE LAYOUT IS APPROXIMATE AND IS BASED NS, SITE PLANS tOBTAINED FROM ALBEMARLE COUNTY, AND VERIFIED WITH A FIELD VISIT ON 4/30/09. f f77 . . . . . . . IIGUM RTS -THIS DR/AWIN0_ IS --A IF
-.-RED06TION,'' R D __E G' A0HI'C.,'5CALE MUST-- E$�,`, f_X swm 1 200 I4 ------ 200 0 2b 'OF r 7 ID L ;/4- IIF T �M LI EX SWM POND 7 --- - - ---- _ 4 4D I-460— _NL 0 BY: 1 DMJ 7/30/10 OP Dt MINOLE TRAIL 2 OMMENTS DMJ 9/15/10 2
ENGINEERS MAJOR SITE PLAN AMENDMENT
SURVEYORS REG ALBEMAR - L - E -_ COUNT)� VIR - G - INIA DAVID M. JENSEN PLANNERS __ _.. - ___ - - - - - - -.- T I I-L F:
Lic. No. 11484 H'1'. MS— 19 ANALYSIS C-7
DW AsSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 ChAWWWMU, VA 22901 Phone: 434.316.6080 Phone: 434.984,2700
Rf-VISION www.wwassociates.net 208111.05 801 101C—CO7.dwg 10NAL 1 "=200' 4112109 7 of 7
NO. B y DATE