HomeMy WebLinkAboutSDP200800012 Plan - Other (not approved) 2008-11-08PRELIMINARY SITE DEVELOPMENT PLAN FOR
SOUTH PANTOPS CONDOMINIUMS
TM 78 PARCEL 20
RIVANNA DISTRICTL EM RLE COUNTY, VIRGINIA
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point 'B'Property
Line follows centerline
of Rivanna River
Major courses are
shown hereon.
Point A
O
Sight Distance
Easement
DB 1243-28
Sight Distance
Easement
-20' Drainage Easement
20' Waterline Easement
NOTE:
Drainage Fasements recorded in
DB 1050-623 are to be revised
as shown.
20' San
and Stream, ConservgAon Buffer \ - . Sewer
� Easement
S IS®
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TM 78 Par 20J
State Farm Mutual
Auto Insurance
DB 669-555
IF
DB 841-521
Par 19A
Moore Ca\rC or Dorothy
6 R-15 Residential
78 Par 19U
DB 1584-012
Strother, Mary TM 78 Par 18A
R-15 Residential Dovall, William
--' DB 1832-735 R-15 Residential
LResidue of ""�
TM 78 Par 20
South Pantops 11 Land Trust
Zoned: R-15, HC
DB 1069-499
DB 799-433
DB 1596-238
TM 78 Par 18U
Greene, Betty Lou William
R-15 Residential
DB 2040-311
200 0 200 400 600
■ ■ ■ ■ ■
00
CURRENT DEVELOPMENT PLANNER
CURRENT DEVELOPMENT ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
FIRE OFFICIAL
ARCHITECTURAL REVIEW BOARD
BUILDING OFFICIAL
VIRGINIA DEPARTMENT OF TRANSPORATION
Cl Cover Sheet
C2 Notes, Abbreviations, & Legend
C3 Context Plan
C4 Existing Conditions/Demo Plan
C5 Site Plan
C6 Lower Level Parking Layout
C7 Upper Level Parking Layout
C8 Grading L& Utility Plan
C9 Landscape Plan
C10 Details
C I 1 Preliminary E&S Plan
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O
Sight Distance
Easement
DB 1243-28
Sight Distance
Easement
-20' Drainage Easement
20' Waterline Easement
NOTE:
Drainage Fasements recorded in
DB 1050-623 are to be revised
as shown.
20' San
and Stream, ConservgAon Buffer \ - . Sewer
� Easement
S IS®
SE 0'
TM 78 Par 20J
State Farm Mutual
Auto Insurance
DB 669-555
IF
DB 841-521
Par 19A
Moore Ca\rC or Dorothy
6 R-15 Residential
78 Par 19U
DB 1584-012
Strother, Mary TM 78 Par 18A
R-15 Residential Dovall, William
--' DB 1832-735 R-15 Residential
LResidue of ""�
TM 78 Par 20
South Pantops 11 Land Trust
Zoned: R-15, HC
DB 1069-499
DB 799-433
DB 1596-238
TM 78 Par 18U
Greene, Betty Lou William
R-15 Residential
DB 2040-311
200 0 200 400 600
■ ■ ■ ■ ■
00
CURRENT DEVELOPMENT PLANNER
CURRENT DEVELOPMENT ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
FIRE OFFICIAL
ARCHITECTURAL REVIEW BOARD
BUILDING OFFICIAL
VIRGINIA DEPARTMENT OF TRANSPORATION
Cl Cover Sheet
C2 Notes, Abbreviations, & Legend
C3 Context Plan
C4 Existing Conditions/Demo Plan
C5 Site Plan
C6 Lower Level Parking Layout
C7 Upper Level Parking Layout
C8 Grading L& Utility Plan
C9 Landscape Plan
C10 Details
C I 1 Preliminary E&S Plan
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DDR PROJECT NO: 70457
INDEX TITLE:
C 1
SHEET NO: 1 OF
11
DATE:
01/28/08
SITE DATA & GENERAL NOTES
SITE DATA GENERAL WATER & SEWER CONDITIONS
OWNER.
SOUTH PANTOPS II LAND TRUST
P.0 BOX 8147
CHARLOTTESVILLE, VA 22906
DEVELOPER:
C.W HURT CONTRACTORS
P.0 BOX 8147
CHARLOTTESVILLE, VA 22906
LEGAL REFERENCE & SOURCE OF TITLE:
TAX MAP 78, PARCEL NO. 20
DEED BOOK 2913, PAGE NUMBER 156
MAGISTERIAL DISTRICT, RIVANNA
SOURCE OF BOUNDARY SURVEY: RIVANNA ENGINEERING & SURVEYING, 01/06/2005
SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS, 1989
A PORTION OF THIS PROPERTY IS LOCATED IN FLOOD ZONE AE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY.
-FLOOD INSURANCE RATE MAP NUMBER: 51003CO289D, DATED: 02/04/2005
BENCHMARK(ST: TOP OF EXISTING SANITARY MANHOLE ALONG SOUTH PANTOPS DRIVE. ELEV = 405.17
WATER SOURCE.,ALBEMARLE COUNTY SERVICE AUTHORITY
SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY
THIS PROPERTY IS ZONED: R15 RESIDENTIAL
SETBACKS: FRONT YARD SIDE YARD REAR YARD
BUILDING 25' 15' 20'
MAXIMUM BUILDING HEIGHT: 65'
MAXIMUM NUMBER OF DWELLING UNITS: 125
DENSITY. 125 Units/13.116 Acres = 9.5 Units Per Acre
PROPOSED ADT: 544 TPD PER ITE FIGURE #232: HIGH-RISE RESIDENTIAL CONDOMINIUM/TOWNHOUSE
PAVING SPECIFICATIONS:
PARKING AREA: 6' - #21A AGGREGATE BASE MATERIAL
2" - SM 9.5A SURFACE MATERIAL
SIDEWALK(S): 4' -3000 PSI CONCRETE
DUMPSTER PAD: 6' - 3000 PSI CONCRETE
CURRENT USE: VACANT
PROPOSED USE: RESIDENTIAL CONDOMINIUMS
PARKINGUn
SCHEDULE: it
2+2+ B = 100 units x 2 - 200 Spaces Required
1 Bedroom Units - 25 units x 1.5 - 38 Spaces Required
238 TOTAL SPACES REQUIRED
260 TOTAL SPACES PROVIDED
SPACES REQUIRED: SPACES PROVIDED:
HANDICAP 7 10 + 3 VAN ACCESSIBLE
REGULAR 231 247
TOTAL 238 260
LAND SCHEDULE: PRE -DEVELOPMENT (SF) X POST -DEVELOPMENT (SF) %
BUILDING(S) 0 0 58,800 10.3
PAVED 0 0 46,595 8.2
OPEN 571,333 100 465.938 81.5
TOTAL 571,333 100% 571,333 100%
CONTRACTOR'S COORDINATION RESPONSIBILITIES
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 GUIDLEUNES 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. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT
ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN
RISK.
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN
COMPLETED INCLUDING UTILITY POLES.
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE.
7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED
FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS
AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
& CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT UMITED TO,
ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST
SHALL BE INCLUDED IN BASE BID.
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS. AND
SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
(VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND
RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A
GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP
REGULATIONS.
12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE
WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE NTH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
ORDINANCES AND STATUTES.
15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE NTH LOCAL, STATE AND INDIVIDUAL UTILITY
COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
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. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE
CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
& VALVES ON DEADEND UNES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
GENERAL UTILITY NOTES
I. CONTACT MISS UTTUTIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE
CONTRACTOR SHALL VERIFY ALL U11UTY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN
SATISFACTION.
2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE
REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE
PLANS. THE UTIUTY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABIUTY, OR OTHER DATA CONCERNING THE
UTILITES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS.
PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES,
AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING U11UTIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING
UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBUC RIGHTS OF WAY.
3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT NTH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT
THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF
THE CONFUCT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR
ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO
BE INSTAU.ED ACCORDING TO COUNTY STANDARDS.
5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES,
AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:
A. IMPERVIOUS SURFACES: FLUSH
B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.
6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHAD. REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE NTH THE ALBEMARLE
COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON
THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET.
8. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SEC11ON 302 AND SECTION 232 AND AS SPECIFIED ON
THE DRAWINGS
9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE
ACCEPTANCE OF ALL UTIUTIES.
10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217.
11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT.
12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR
NOTED ON THE PLANS.
13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TID OTHER
FACILITIES.
14, FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO
NOT LESS THAN 952 OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M.
15. CONTRACTOR IS TD VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO
CONSTRUC11ON OF SUBBASE AND/OR PAVING.
16. 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.
17. ALL WATERLINES AND SANITARY SEWERLINES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE
(OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS.
18. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A
MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATIRMAINS AND SANITARY SEWER.
19. ELECTRICAL POWER SHALL BE DERIVED FROM BUIDLING ELECTRICAL PANELS TO GENERAL SITE UGHTING IN ACORDANCE WITH NATIONAL ELECTRIC
CODE.
20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
PLANS.
21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE.
22 EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY,
TO MATCH FINISHED GRADES.
GENERAL CONSTRUCTION NOTES (PART ONE)
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.
& 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 STABIUZA71ON MAT UNED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE. IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
& UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART
1926).
GENERAL CONSTRUCTION NOTES (PART TWO)
1. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL
CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND
BRIDGES.
2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS,
AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6' UFTS.
3. COMPACT LAYERS OF FILL M 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS
AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD
SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY
STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN
COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL
4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL SOIL MATERIALS SHALL BE FREE OF
DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL
MATERIALS THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL
MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND
FILL MATERIAL' ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC NTH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM
ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL
ASTM D 2487, CLASSIFICATION GW, GP, SW, SP NTH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.
5. ALL FINISHED GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON THE SITE,
PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
6. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS
AND SPECIFICATIONS
7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE
REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
& IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND
CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE
SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL. AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE
TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
A 71717'1 T T TT A r!\TAIlk TSV
AISIME V IA I WIN no
ABAN ABANDON(ED)
ADJ
ADJUST
AHD
AHEAD
APRX
APPROXIMATE
BC
BACK OF CURB
BFE
BASEMENT FLOOR ELEVATION
BIT
BITUMINOUS
BK
BACK
BM
BENCHMARK
BS
BOTTOM OF SLOPE
CB
CATCH BASIN
CG12
ACCESSIBLE (CURB RAMP
q
CENTER UNE
CL
CHAIN UNK
CMP
CORRUGATED METAL PIPE
CONIC
CONCRETE
CY
CUBIC YARDS
C/C
CENTER TO (CENTER
C&G
CURB AND G;UTTER
DIA
DIAMETER
EL
ELEVATION
ELEV
ELEVA11ON
ES
END SECTIONi
EW
END WALL
EX
EXISTING
EXIST EXISTING
FDN
FOUNDATION I
FIFE
FINISHED FLOOR ELEVATION
GM
GRADE TO DDRAIN
IF
IRON FOUND)
IS
IRON SET
LA
LANDSCAPE AREA
LOD
LIMIT OF DISTURBANCE
LF
LINEAR FEETT
LT
LEFT
UTILITY
ARV AIR RELEASE : VALVE
BOA BLOW OFF ASSEMBLY
CO CLEANOUT
CTV CABLE 1ELEVIASON
DI DROP INLET
DIP DUCTILE IRONN PIPE
ELEC ELECTRIC
FH FIRE HYDRAN'VT
FM FORCE MAIN
F&C FRAME AND ( COVER
F&G FRAME AND ( GRATE
GT GREASE TRAPP
GV GATE VALVE
HDPE HIGH DENSM POLYETHYLENE
INV INVERT
GENERAL N(rflb
MAX MAXIMUM
MIN MINIMUM
MON MONUMENT CONCRETE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OH OVERHEAD
PE POLYETHYLENE
PERF PERFORATED
PROP PROPOSED
PRVD PROVIDED
PWW PAVED WATER WAY
RCP REINFORCED CONCRETE PIPE
REM REMOVE
REQD REQUIRED
RET RETAIN
RT RIGHT
R/W RIGHT OF WAY
R&D REMOVE AND DISPOSE
R&R REMOVE & RESET
SO SIGHT DISTANCE
SQ SQUARE
STA STATION
SW SIDEWALK
SWEL SOUD WHITE EDGE LINE
SWLL SOLID WHITE LANE LINE
TBA TO BE ABANDONED
TBR TO BE REMOVED
TC TOP OF CURB
TS TOP OF SLOPE
TYP TYPICAL
UG UNDERGROUND
VESCHVA. Edd CONTROL HANDBOOK
YDS YARDS
MH MANHOLE
PVC POLYVINYL CHLORIDE
RIM RIM ELEVATION
SAN SANITARY
SCC STORMWATER CONVEYANCE CHANNEL
SD STORM
STIR DRAINAGE STRUCTURE
TSV TAPPING SLEEVE & VALVE
UP UTILITY POLE
WL WATER LINE
WM WATER METER
WV WATER VALVE
6"V 6' VALVE
1. ACCESSIBLE ROUTEES PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE
CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND
WITH STATE AND LLOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).
2. ALL STAIRS WITH 1T111REE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES.
3. SIDEWALKS ADJACEENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET.
4. TO THE BEST OF OOUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON
THE SUBJECT PROR RTY.
5. PLANTINGS WILL BOE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE
CONFLICTS WITH OTXR STRUCTURAL FEATURES.
6. THIS SITE IS NOT LOOCATED IN A RESERVOIR WATERSHED.
7. ROOF ELEVATIONS CON SHEET C8 ARE BASED ON MID-LEVEL OF SLOPED ROOF FOR ALL
BUILDINGS ON THE SITITE
8. 100' GREENWAY PANCEL TO BE DEDICATED UPON DEMAND OF ALBEMARLE COUNTY.
LEGEND
EXIST
PROP
DESCRIPTION
EXIST
PROP
DESCRIPTION
4 a
C
PROPERTY LINE
x
12° TC
TOP OF CURB ELEVATION
Lic. No. 30542
O
ADJACENT PROPERTY LINEx
C 0
O O
12°BC
BOTTOM OF CURB ELEVATION
C >�
- - - -
VACATED PROPERTY LINE
x
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EASEMENT
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EDGE OF PAVEMENT ELEVATION
O 4
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SPOT ELEVATION
ara
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INDEX CONTOUR
DDR PROJECT NO: 70457
INDEX TITLE:
°�
GAS METER
®
PARKING COUNT
O
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EC -3 TYPE 8
NOTES:
.......
WETLAND
1. THE SIZE OF THE SYMBOLS
MAY VARY FROM THOSE SHOWN.
_'
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
DATE: 01/28/08
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INDEX TITLE:
C2
SHEET NO: 2 OF
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DATE: 01/28/08
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C6
SHEET NO: 6 OF
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DATE:
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C 7
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INDEX TITLE:
C8
SHEET NO: 8 OF 11
DATE:
01/28/08
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! i \ / , SOUTH PANTOPS DRIVE ROAD IMPROVEMENTS J /'� / . , ='r I 6 SIGHT ,DISTANCE DETAIL
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DATE: 01/28/08
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DDR PROJECT NO.
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INDEX TITLE:
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1
SHEET NO: 11 OF 11
DATE:
01/28/08