HomeMy WebLinkAboutSDP201600011 Plan - Approved Initial Site Plan 2016-04-22p7E)
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WHITF.HALL
A T_,BE_M__A_RLE
SITE D ATA
OWNER: CROZET DEVELOPMENT SOLUTIONS, 1215 EAST MARKET STREET, SUITE B, CHARLOTTESVILLE, VA 22902
DEVELOPER: VUE REALTY PARTNERS, LLC., 1821 AVON STREET, SUITE 200, CHARLOTTESVILLE, VIRGINIA 22902
PHONE 434-979-2900, CONTACT MR. WILLIAM PARK
TAX MAP / PARCEL NUMBER: 56-115
PROPERTY ADDRESS: BLUE RIDGE AVENUE, CROZET, VIRGINIA 22932
PROPERTY SIZE: 21.854 ACRES
ZONING: R-6 RESIDENTIAL
MAGISTERIAL DISTRICT: WHITEHALL
COMPREHENSIVE PLAN: CROZET COMMUNITY — URBAN GENERAL (CT -4)
DRINKING WATER WATERSHED: LICKINGHOLE CREEK / SOUTH FORK RiVANNA RIVER RESERVOIR
PROPOSED USE: MULTI FAMILY RESIDENTIAL
TOTAL NUMBER OF UNITS / DENSITY: 126 MULTI FAMILY UNITS = 5.77 UNITS PER ACRE, 54 1 BR UNITS, 72 2BR UNITS
DENSITY BONUS FACTORS: NONE
WAIVER/VARIANCE REQUESTS: NONE
SURVEY SOURCE: HAMRICK ENGINEERING, P.C., 540-248-7407
DATUM: NAVD 1988
BENCHMARK: NAIL IN BLUE RIDGE AVENUE, ELEVATION 698.02
IMPERVIOUS COVER BREAKDOWN: LAND USE: SQ. FT. ACRES
BUILDINGS: 69,297 1.591
SIDEWALKS: 13,1,10 0.649
ASPHALT PARKING PAVING 84,855 1.948
CONCRETE POOL DECK: 4,446 0.102
TOTAL IMPERVIOUS AREA: 186,888 4.290
MAXIMUM PAVED PARKING AND VEHICULAR CIRCULATION AREA: 1.948 ACRES OR 84,855 S.F.
SETBACKS: FRONT = 25', SIDE = 15', REAR = 20'
MAXIMUM HEIGHT OF STRUCTURE: 35'
NUMBER OF EMPLOYEES: NOT APPLICABLE
RECREATIONAL AREA: PASSIVE DEDICATED OPEN SPACE = 14.817 ACRES OR 68% OF TOTAL SITE
SWIMMING POOL AND CLUB HOUSE AREA
PARKING DATA:
BUILDING USE: MULTI FAMILY RESIDENTIAL
SPACES REQUIRED: 1.5 SPACES PER 1 BED ROOM UNIT
2.0 SPACES PER 2 BED ROOM UNIT
TOTAL NUMBER
OF 1 BED
ROOM
UNITS =
54
TOTAL NUMBER
OF 2 BED
ROOM
UNITS =
72
TOTAL SPACES
REQUIRED:
(1.5
x 54) +
(2.0 x 72) = 225
SPACES PROVIDED: SPACES DELINEATED = 218
H.C. PER ADA = 7
TOTAL PROVIDED = 225
ALL SPACES ARE 9'x18' UNLESS OTHERWISE NOTED
TRAFFIC GENERATION FIGURES:
ITE LAND USE CODE: 280
NEW DAILY TRIPS: 887
AM PEAK: 65
PM PEAK: 87
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PROJECT SPONSOR
VUE REALTY PARTNERS, LLC
ATTN: MR. WILLIAM PARK
1821 AVON STREET, SUITE 200
CHARLOTTESVILLE, VIRGINIA 22902
PHONE: 434-979-2900
CROZET
DEVELOPMENT
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SOLUTIONS, LLC
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PROJECT LEGEND
CV►e[:)rni C
ABE'REVIATIONS
CC
PLAN
SHEET INDEX
PROPOSED WATER LINE
SHEET NO.
DESCRIPTION
-s
PROPOSED SEWER LINE
SHEET NO.
DESCRIPTION
1
TITLE SHEET
CORRUGATED METAL PIPE
FW
10
SITE GRADING PLAN
(20
SCALE)
2
PROJECT NOTES AND DETAILS
CONC.
CONCRETE
11
COMPOSITE UTILITY
PLAN
(50 SCALE)
3
BOUNDARY SURVEY
0
DELTA
12
COMPOSITE UTILITY
PLAN
(50 SCALE)
4
EXISTING TOPOGRAPHIC SURVEY
ESMT
13
COMPOSITE UTILITY
PLAN
(50 SCALE)
5
SITE LAYOUT AND DIMENSION PLAN
(50
SCALE)
EXISTING SANITARY MANHOLE
14
LANDSCAPING PLAN
(50
SCALE)
6
SITE LAYOUT AND DIMENSION PLAN
(20
SCALE)
PLAN APPROVAL
15
LANDSCAPING PLAN
(20
SCALE)
7
SITE LAYOUT AND DIMENSION PLAN
(20
SCALE)
INV.
16
LANDSCAPING PLAN
(20
SCALE)
8
SITE GRADING PLAN (50 SCALE)
LENGTH
9
SITE GRADING PLAN (20 SCALE)
—_ —
EXISTING STORM SEWER
MH
MANHOLE
PLANNING / ZONING
PROPOSED STORM SEWER
N/F
NOW OR FORMERLY
-�--Y
FENCE LINE
O.C.
ON CENTER
PROJECT LEGEND
CV►e[:)rni C
ABE'REVIATIONS
REVERSE CURB & GUTTER
MOTE: NOT ALL LEGEND ITEMS MA'( APPEAR iN THESE PLANS
Reviewer' an - Ar; r, vee �y he
Cr,mmunity C'eve� �. me �t 'c, arrrenf
s at�;r
PLOT DATE.• 02/21/16
L/OB No. 02-0206
Y
C) BRASIL 1. HAMRICK, Jr.
LICENSE No.
31
wo. - _S C,t
SHEET Cl OF C16
CC
CENTER TO CENTER
PROPOSED WATER LINE
CG
CURB & GUTTER
-s
PROPOSED SEWER LINE
CENTERLINE
CMP
CORRUGATED METAL PIPE
FW
EXISTING WATER LINE
CONC.
CONCRETE
ES
EXISTING SEWER LINE
DIP
DUCTILE IRON PIPE
0
DELTA
-- -- -- -- --
EXISTING CONTOURS
ESMT
EASEMENT
;43
PROPOSED CONTOURS
ELEV.
ELEVATION
EXISTING SANITARY MANHOLE
EX.
EXISTING
PROPOSED SANITARY MANHOLE
F.H.
FIRE HYDRANT
PLAN APPROVAL
EXISTING DRAINAGE STRUCTURE
GR
GROUND SHOT
INV.
INVERTL
PROPOSED DRAINAGE STRUCTURE
LENGTH
—_ —
EXISTING STORM SEWER
MH
MANHOLE
PLANNING / ZONING
PROPOSED STORM SEWER
N/F
NOW OR FORMERLY
-�--Y
FENCE LINE
O.C.
ON CENTER
R
PROPERTY LINE
ENGINEER
UTILITY POLE
PVMT.
PAVEMENT
y
—�
GUY WIRE
EP
EDGE OF PAVEMENT
R
RADIUS
BUILDING OFFICIAL
OVERHEAD UTILITY LINE
RCP
REINFORCED CONCRETE PIPE
-----u ----
UNDERGROUND TELEPHONE
R.D.
ROOF DRAIN
.� .�
�.G
EXISTING POWER UNDERGROUND
R W
RIGHT OF WAY
_ ....----—.......�-----------------------�........-...-..----------------•-------------_..--------......
ARCHITECTURAL REVIEW BOARD
SAN
SANITARY
TELEPHONE PEDESTAL
WM
WATER MAIN
EG
EXISTING GAS
TBM
TEMPORARY BENCH MARK
FIRE OFFICIAL
F/C
FACE OF CURB
SLS
PROPOSED SEWER LATERAL
T/C
TOP OF CURB
PROPOSED WATER LATERAL
T/F
TOP OF PAVEMENT
---------------------------------------------------------------�-------------- --------------.....-.-....- -----
ACSA
T/S
TOP OF SIDEWALK
EXISTING FIRE HYDRANT
T/G
TOP OF GROUND
IL
PROPOSED FIRE HYDRANT
W/
WITH
VD—Of ....---- ------- ........-_------- .-.....--------------- _.—-...---•----------_—--------- ....------- -- .... -----
C.O.
SAN. SEW. CLEAN OUT
EXISTING CURB & GUTTER
IPF
IRON PIN FOUND
PROPOSED CURB & GUTTER
IPS
!RON PIN SET
REVERSE CURB & GUTTER
MOTE: NOT ALL LEGEND ITEMS MA'( APPEAR iN THESE PLANS
Reviewer' an - Ar; r, vee �y he
Cr,mmunity C'eve� �. me �t 'c, arrrenf
s at�;r
PLOT DATE.• 02/21/16
L/OB No. 02-0206
Y
C) BRASIL 1. HAMRICK, Jr.
LICENSE No.
31
wo. - _S C,t
SHEET Cl OF C16
ALBEMARLE COUNTY GENERAL NOTES:
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
I DEPARTMENT TRANSPORTATION (VDOT).
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEP RTME OF T AN ( )
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
CON STRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPED IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
I
6. PAV .D, RIP RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
TA E E CHANNEL.
GNE DRAINAGE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A RAIN
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES
AND VIRGINIA SUPPLEMENT.
8. 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
CONSTRUCTION INDUSTRY (29 CFR PART 1936).
GENERAL CONSTRUCTION NOTES FOR STREETS:
1. GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES)
2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY.
THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN
ADVANCE OF THE START OF CONSTRUCTION.
3. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL
HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE
SUBMITTED TO VDOT. IF A SUB GRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
4. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED
TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
5. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE
FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT
SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN
GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE
FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
6. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO
VDOT CG -9 (A,B OR C).
7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
STANDARD PE -1.
8. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE
TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO.
9. ROAD PLAN APPROVAL FOR
SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL
PLAT FOR THE PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL
BE NULL AND VOID.
10. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE
SAFE AND CONVENIENT ACCESS,
12. THE SPEED LIMIT TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS
DETERMINED BY VDOT FOR PUBLIC ROADS.
13. VDOT STANDARD CD -1 OR CD -2 CROSS DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL
CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
14. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE
WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK
PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND
VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT
ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, G BUT NOT LIMITED TO
OFF-SITE BORROW OR WASTE AREAS ,THE CONTRACTOR SHALL SUBMIT
0
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN
APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF
PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIAL SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS
ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE
SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF
ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE
HOURS OF 7:00 AM TO 9:00 PM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT,
OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS,
AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
STORM WATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS
PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDINGDING AND MULCHING. SEEDING
IS TO 8E AT 75
LBS/ACRE,ACRE
AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYE GRASS AND
CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO
TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE
SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL
GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF. INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.
FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT
SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND
0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF.
ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR
CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN
50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN
NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCES AND DIVERSION DIKES WHICH ARE COLLECTING
SEDIMENT TO HALF THEIR HEIGHT MUSH BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL
SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION
CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL
22. (WATER PERMANENT VEGETATION TECTION DSHALL EBE INSTALLED OSECTION N ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE
THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B.)
RIVANNAH WATER AND SEWER AUTHORITY (RWSA) GENERAL WATER AND SANITARY SEWER NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY
ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION
CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS
PRIOR TO THE START OF ANY WORK AFFECTING THE RWSA 18" WATER MAIN.
5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE
WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA
FACULTIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING
SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN
AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND
FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES
FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES
SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL
WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED
OTHERWISE BY RWSA IN WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND
RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY
MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING
AND/OR PRE- AND POST -CCN MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED
PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES.
DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION
AT NO ADDITIONAL COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A
CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR
THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE
SPRING LINE OF THE EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER
SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED
METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF
THE PUBLIC WATER SYSTEM.
12, ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES
INTO SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES
BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 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 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 ACSA.
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
THE 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.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A
FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION BRASS FITTINGS EFFECTIVE
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
GENERAL UTILITY NOTES
1. 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 AND ARE APPROXIMATE
THE CONTRACTORS 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, NOTIFY HAMRICK ENGINEERING, P.C. AT
(540)248-7407. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL
CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES.
3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL
APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS.
4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED I'N
ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND
SECTION 252 AND AS SPECIFIED IN THE DRAWINGS.
6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT
SPECIFICATION UNDER 217.
7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE
HYDRANT.
8. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'.
9. ALL UTILITIES TO 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 TO OTHER FACILITIES.
11, WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY
SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY CONSTRUCTION SPECIFICATIONS
10 FOOT HORIZONTAL SEPARATION SHALL B
12. A ON RA L MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER
E
LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS.
COORDINATION NOTES
1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS; VDOT
LAND USE PERMIT, ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, AND ALBEMARLE COUNTY BUSINESS LICENSE.
CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING
APPLICATION FEES AND REQUIRED BONDING COSTS.
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 GUIDELINE 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 SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY
CODE.
5. VIRGINIA STORM WATER MANAGEMENT PROGRAM (VSMP) PHASE 1 LAND CLEARING GENERAL PERMIT HAS BEEN
OBTAINED BY THE PROPERTY OWNER.
MISCELLANEOUS NOTES
1. PORTIONS OF THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE AE OR THE 100 -YEAR AND 500 -YEAR
FLOOD PLAIN, AS DETERMINED BY THE UNITED STATE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN
ON THE FLOOD INSURANCE RATE MAP (FIRM), NUMBER 51003CO229D WITH AN EFFECTIVE DATE OF
FEBRUARY 4, 2005.
2. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE
OF PIPE AND SERVICES TO HIS OWN SATISFACTION.
3. HORIZONTAL DATUM: NAD -83
VERTICAL DATUM: NAVD 88
SURVEY PERFORMED BY HAMRICK ENGINEERING P.C.
TING TOPOGRAPHY FOR THIS SITE IS BASED ON A FIELD RV
4. EXIS T ,
DURING MARCH , 2015.
5. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY
ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE
CONTRACTORS EXPENSE.
GENERAL NOTES
1. 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.
2. 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.
3. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, AND CABLE WHICH SERVE THIS FACILITY
SHALL BE LOCATED WITH A MINIMUM OF 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER.
4. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY
ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE
CONTRACTORS EXPENSE.
5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND
ALBEMARLE COUNTY STANDARD AND SPECIFICATIONS.
6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76,
UNLESS INDICATED OTHERWISE ON PLANS.
7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER
APPLICABLE OSHA REQUIREMENTS.
8. 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.
9 SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT.
10. SURFACE DRAINAGE: COMPLETELY DRAIN 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.
11. 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 OUTLET OF PIPING TO PREVENT
EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER
LEVELS IS COMPLETE.
12. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
13. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR
PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND
ROAD AND BRIDGE SPECIFICATIONS.
14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
INSTALLED 10 0 CLEARING, GRADING 0 OTHER CONSTRUCTION.
EROSION CONTROL PLAN AND SHALL BE NSTAL PRIOR T ANY LEA R
15. 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.
16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT.
17. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
18. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS
SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH
DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE
CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE.
19. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL
COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON
SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED
2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO
MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER.
SAW -CUT AND REMOVE 18' WIDTH OF
SURFACE ASPHALT FOR FULL WIDTH OF
SPEED HUMP TO TIE INT❑ EXISTING PAVEMENT
TYPICAL BOTH SIDES
SLIGHTLY CONVEX CRSS SECTI❑Nl
TAPER ENDS DOWN T❑ EDGE OF
GUTTER IN LIKE MANNER
5' TOP OF
PAVEMENT
SPEED HUMP DETAIL
NTS
CONCRETE TO BE 3000
4" R-2 11
REVERSE PAN TO MATCH PAVEMENT
GRADE WHERE SHOWN ON PLANS AS
/ .
6
..s%%
13" 7
I 7
"
THE BOTTOM OF THE CURB AND
I
6 2'-0'
I
GUTTER MAY BE CONSTRUCTED
r T
PARALLEL TO THE SLOPE OF SUB-
THIS AREA MAY BE CONCRETE SURFACE COURSES PROVIDED A
AT THE OPTION OF THE CONTRACTOR MINIMUM DEPTH OF 7 IS
MAINTAINED.
COMBINATION 6' CURB AND GUTTER (CG -6)
NOT TO SCALE
NOTE: PROVIDE 30LB FELT BOND
BREAKER WHERE ABUTTING BUILDING
OR OTHER FIXED STRUCTURES 4" THICK CONCRETE WALK
MIN SLOPE 1/4" PER 1.0'
SIDEWALK WIDTH IS AWAY FROM BUILDING
6.0' ADJACENT TO PARKING CG -6 CURB &
OR STRE: .0' OTHERWIS GUTTER (SEE DETAIL
THIS SHEET) REVERSE
PAN TO MATCH PAVEMENT
�.
WHERE SHOWN ON PLANS
r'
4.
4 VDOT N0. 1 A
ACGREGATE,/.,,/�,,.,,,,./�/
SUBGRADE COMPACTED J
TO 95% STD DENSITY
TYPICAL SIDEWALK DETAIL
Har To SME
NON -CONTROL JOINTS TO BE 6"- 4000 PSI CONCRETE W/
TIED TOGETHER USING 5/8" CONTROL JOINTS EVERY 10'
DOWELS 18" LONG SPACED
AT 12 -INCH CENTERS
v a a NO. 3 BARS 012" O.C.
�ge<r �/ EACH WAY CENTERED IN
3" a.. ; . SLAB
O A
T O 0 0 0 0 0 0 0 0 0 00 6" AGGREGATE BASE
T _O VDOT NO. 21-A
TYPICAL PAVEMENT DETAIL
FOR CONCRETE DUMPSTER PAD
NOT TO SCALE
NOTE: IN AREAS WITH THE HATCH SYMBOL17-7-7-71
4 • 'r
PROVIDE AN ADDITIONAL 3" OF
VDOT BM -25 BASE ASPHALT IN
ADDITION TO THE TYPICAL PAVEMENT
SECTION
2" HOT ASPHALTIC CONCRETE
SURFACE SM -9.5 AL
SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
DENSITY.
/tri.;,%'•'
fir,/,�,.•. „!/f�//� is.//%irk„rr�. //,/:�/r/��- 8" CRUSHED AGGREGATE
, j�' i;.G, .iii ; .iii % /i r / ��i /� BASE TYPE I, 21-A
COMPACTED TO 95%
STANDARD PROCTOR
r ..' ''i ��!,,;/ ,; ,r �' {ri!i:.i� ;,•.'.<.:. DENSITY.
PROVIDE GEOTEXTILE FABRIC
(AMOCO STYLE 2002) ON SUBGRADE. SUBGRADE COMPACTED TO
OVERLAP SEAMS 12". 95% STANDARD PROCTOR
DENSITY.
TYPICAL PAVEMENT DETAIL
FOR INTERIOR DRIVES AND PARKING
NOT TO SCALE
SLOFEDSIMULATED STONE
t
C.P I" Ov ER .HANG E-;.
h10FTAR 6ED -- SIDE OF WALL
---
---------------- -----------------------------------
WIRE LADDER TI_ e 32 -
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SEE SHEET C6 FOR DETAIL
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-----------------------------------
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GRADE - SEE Glvi_ IN SLAB
---------------------------
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PARKING ANALYSIS I
BUILDING USE: MULTI FAMILY RESIDENTIAL
SPACES REQUIRED: 1.5 SPACES PER 1 BED ROOM UNIT
2.0 SPACES PER 2 BED ROOM UNIT
TOTAL
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(2.0 x 72) =: 225
SPACES PROVIDED: SPACES DELINEATED = 218
H.C. PER ADA = 7
TOTAL PROVIDED = 225
ALL SPACES ARE 9'x18' UNLESS OTHERWISE NOTED
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PLANT LIST
LARGE STREET AND SHADE TREES
SCIENTIFIC NAME
COMMON NAME
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RED MAPLE
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RIVER BIRCH
CARYA OVATA
SHAGBARK HICKORY
CERCIDIPHYLLUM JAPONICUM
KATSURATREE
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YELLOW WOOD
FAGUS GRANDIFOLIA
AMERICAN BEECH
GINKGO BILOBA 'MAGYAR'
GINKGO
LIQUIDAMBAR STYRACIFLUA
SWEETGUM
NYSSA SYLVATICA
BLACKGUM
PLATANUS X ACERIFOLIA
LONDON PLANETREE
QUERCUS ACCUTISSIMA
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QUERCUS BICOLOR
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QUERCUS PHELLOS
WILLOW OAK
ULMUS PARVIFOLIA 'ALLEE'
LACEBARK BM
EVERGREEN SCREEN TREES
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SCIENTIFIC NAME
COMMON NAME
CRYPTOMERIA JAPONICA
JAPANESE CRYPTOMERIA
LLEX OPACA
AMERICAN HOLLY
JUNIPERIS VIRGINIANA
EASTER RED CEDAR
MYRICA CERIFERA
SOUTHERN WAX MYRTLE
PINUS STROBUS
WHITE PINE
THUJA OCCIDENTALIS
EASTERN ARBORVITAE
UNDERSTORY/SMALL FLOWERING TREES
MW
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SCIENTIFIC NAME
COMMON NAME
ACER GRISEUM
PAPERBARK MAPLE
AMELANCHIER X GRANDIFLOR4
SERVICEBERRY
CERCIS CANADENSIS 'FOREST PANSY'
EASTERN REDBUD
CORNUS KOUSA 'CONSTELLATION'
KOUSA DOGWOD
CORNUS FLORDIA 'CHEROKEE PRINCESS'
FLOWERING DOGWOOD
LIQUIDAMBAR STYRACIFLUA
SWEETGUM
MAGNOLIA VIRGINIANA
SWEETBAY MAGNOLIA
OXYDENDRON ARBOREUM 'CHAMELEON
SOURWOOD
SASSAFRAS ALBIDUM
SASSAFRAS
STEWARTIA KOREANA
KOREAN STEW ARTIA
CARPINUS CAROLINIANA
IRONWOOD
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