HomeMy WebLinkAboutSDP200800166 Plan - Other (not approved) 2008-02-200
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GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO A14Y EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VOOT). 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 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.
B. 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 1926).
Rivanna Water & Sewer Authority (RWSA)
General Water & Sanitary Sewer Notes
August 2006
FINAL SITE DEVELOPMENT PLAN
BARCLAY PLACE APARTMENT EXPANSION
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.
2. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE
START OF WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF THE WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
4. RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT.202) MUST BE NOTIFIED THREE BUSINESS
DAYS PRIOR TO THE START OF CONSTRUCTION.
5. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. 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 FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY
RWSA IN WRITING.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE
EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSU-?E TESTED PRIOR TO CONNECTING TO THE
SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN
AND IS NOT NECCESSARILY COMPLETE OR CORRECT. THE CONT :iACTOR SHALL BE RESPONSIBLE FOR THE
VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE.
THE CONTRACTOR SHALL I14MEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND
FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE 1'0 PROTECT ALL UTILITIES AND STRUCTURES FROM
DAMAGE AT ALL TIMES. WHETHER SHOWN ON THE PLANS OR NC . DAMAGE TO ANY EXISTING FUTILITIES SHALL BE
REPAIRED BY THE CONTRACTOR I'0 THE ORIGINAL CONDITION uT NO ADDITIONAL COST TO THE OWNER.
B. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE iERMITTEO IN THE RWSA EASEMENT UNLESS
PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING 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
APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST
SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE
CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE
UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPO?T SHALL BE PROVIDED FOR THE EXISTING PIPE.
BACKFILLING THE AREA _OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE
WILL BE REQUIRED.
11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND 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 ELIMINATE ANY POSSIBLE CROSS -CONNECTION
TO 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.
GENERAL EROSION AND SEDIMENT CONTROL NOTES
1. UNLESS OTHERWISE INDICATED. ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL_ PRACTICES WILL_ BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIF=ICATIONS OF THE VIRGINIA ERnSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
2.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.
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, BUT NOT LIMITED TO, OFF-SITE BORROW OR
WASTE AREAS), THE CONTRACTOR SHALL SUBMIT 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.
B.OURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR
CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL
BE MADE IMMEDIATELY.
TM P 60A1-35
Albemarle County, Virginia
Jack Jouatt Magisterial District
VICINITY MAP 1" = 2000'
SITE TOTALS AND LAND USE DATA NOTES
OWNER :
MOSBY REALTY. LLC,
RAYMOND V. LONG &
DONALD R. RICHARDSON
C/O GREAT EASTERN MANAGEMENT CO.
P.O. BOX 5526
CHARLOTTESVILLE, VA. 22905-5526
DEVELOPER :
WESTGATE LIMITED PARTNERSHIP
C/O GREAT EASTERN MANAGEMENT CO.
P.O. BOX 5526
CHARLOTTESVILLE, VA. 22905-5526
TOTAL SITE AREA 0.636 ACRE 27,714 S.F.
PRESENT ZONING R-15 WITH APPROVED SPECIAL USE PERMIT (SP 78-22)
PROPOSED USE : OWELIING UNITS (MULTIFAMILY) UNITS WILL BE RENTED
PARKING SCHEDULE :
TWO SPACES PER TWO BEDROOM UNIT
NUMBER OF TWO BEDROOM UNITS : 12 (6 UNITS IN EACH BUILDING)
PARKING REQUIRED 24 SPACES
PARKING PROVIDED 24 SPACES
TOTAL BUILDING COVET?AGE : 4,819 S.F. 17. 4%
TOTAL IMPERVIOUS COVERAGE 14,220 S.F. 51.3%
TOTAL OPEN SPACE : 8,675 S.F. 31.3%
BOUNDARY SURVEY BY : B. AUBREY HUFFMAN & ASSOCIATES, LTD.
AERIAL TOPOGRAPHY BASED ON U.S.G.S. DATUM
THE SITE IS NOT LOCATED WITHIN AN ALBEMARLE COUNTY RESERVOIR WATERSHED
THE SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN LIMITS
Department of Community Development
Planner/Zoning
Engineer
Building Official %LI.
Architectural Review Board 3i
Fire Official 4'Ar ^r" of -to -0b
Albemarle County Service Authority
Virginia Department of Transportation JCMIANLIO") Oi'
GENERAL WATER AND SEWER CONDITIONS
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 OR ALONG 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 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 WATERLINES, ETC.
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
B.VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
SHEET INDEX
SHEET 1 COVER SHEET
SHEET 2 SITE PLAN
SHEET 3 LANDSCAPE PLAN
SHEET 4 UTILITIES PROFILE
SHEET 5 LIGHTING PLAN
SHEET 6 SOIL EROSION / STORMWATER PLAN
SHEET 7 DETAILS
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STORM DRAINAGE' STRUCTURES
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EXISTING
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SANITARY SEWER STRUCTURES
KEY TOP INV. IN INV. OUT
A 616.0 607.0
SEE STORM DRAINAGE COMPUTATIONS HANDBOOK FOR
DETAILS ON FILTERRA
FILTERRA INTERNAL FILTERRA
STRUCTURE Lx W (FT) DRAINAGE
I D DIMENSIONS AREA (AC)
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28 6x4 0.14
SITE BENCHMARK
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Ex I's t. Fire Hydrant No. /09'14
Flow 2500 gpm (F 20psi
Fa!l 1995 -
G E O R G E r O W M
Exist. 12" RWSA WawI
950'lto Hydraulic Rd. \\
R O A b S T Al T E R O U T E 656
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V u• r)i a b /e R/ W Exist. Edo. of Pavement
M.H.
To Barracks Road -
rroposea vire
Hydrant Assembly
Note:
PLA Al S CAL E : /"z
201
contour inter'v o
0 20 40 60 60 100 120
Provide 12"x 8"lopping sleeve and 8"va/veon RWSA /2"waterline.
Provide 6 "x 6"reducer to .fire hydrant assembly. Contractor to
verify pipe sire and material, and horizontal and vertical location
of RWSA 12"water line prior to tap. Conlroc tor to contact RWSA
3 business days in advance of test pit to schedule on inspector. Tapping
sleeve, topping contractor, and construction means and methodology
to be approved by RWSA prior to tap. Contractor to contact RWSA 3
business days in advance of wet top to schedule an inspector.
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AMENDED FEATURES
1. rinisneCl floors raised i
2. Parking moved 4' and raised 3'
3. New f ire hydrant
4. Sprinkler line
K, 5. Steps
6. Retaining wall
PA 1, I _
1
7. Sanitary sewer elevation adjusted1 'B. Yard drains & 6" plastic storm line
x
Ln 9. Roof drains redirected to b io f i lter
10. Installed 100 SIF Bicifilter for water quality
14' SHARED Pi KING EASEMENT Ii. New outlet pipe for biofilter
yp
1 2) 9x iE ' Sp=1 1 X 6,2: 8
V 1,11an t- I \ \ ) S42'54' -17"E
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616. 50 x NEW BIOFILTER ILLJOi4" ROOF D A'i BOTTOM AREA = 100 SF
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WATER QUALITY ANALYSIS
EX DI
r,IMPERVIOUS AREA FOR HALF OF THE ROOF SYSTEM 2,22 SIFri: ,
cn
88.52 SF—OF BOTTOM AREAinBIOFILTER-AREA REQUIRED-- 2,213 SIF 4.0%---r-
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AMENDED FEATURES
1. rinisneCl floors raised i
2. Parking moved 4' and raised 3'
3. New f ire hydrant
4. Sprinkler line
K, 5. Steps
6. Retaining wall
PA 1, I _
1
7. Sanitary sewer elevation adjusted1 'B. Yard drains & 6" plastic storm line
x
Ln 9. Roof drains redirected to b io f i lter
10. Installed 100 SIF Bicifilter for water quality
14' SHARED Pi KING EASEMENT Ii. New outlet pipe for biofilter
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WATER QUALITY ANALYSIS
EX DI
r,IMPERVIOUS AREA FOR HALF OF THE ROOF SYSTEM 2,22 SIFri: ,
cn
88.52 SF—OF BOTTOM AREAinBIOFILTER-AREA REQUIRED-- 2,213 SIF 4.0%---r-
Ln III
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LANDSCAPE REQUIREMENTS
3 - 18" VIBRUM DENTATUM
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TOP OF BERM E-LEV - 6116.50--, SIDE SLOPE Rf.-'..GRADI`.'._ GRADED
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TOP OF BERM E-LEV - 6116.50--, SIDE SLOPE Rf.-'..GRADI`.'._ GRADED
TO 3:1 (MAX)
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No. 22869
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TOP OF BERM
ELEV = 616.50' TiOP El 616,00' BOTTOM INV 611.50'
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I ersor)riel (4,.5,/..) 296- 5861
it PROJECT NO: 06.0793Filter2. The Bioo-lter soill Mix must be Luck Bio- :Iter M.x or tesled u-nid approvedequivalent. For r)ore ir, [orm a!'
4341 2.96-5961
0: on Please ca II VUo)ter lResources personr)ei at INDEX TITLE:
rlIOFILTER DETAIL
UJ NOT TO SME
GRAPHIC SCALE I"=20' SHEET NO:
2 OF 2
0 20 40 60
l7/ft4rroDATE: OCTOBER 29, 2008
U)
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6
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ELEV:-610.26' I:1J
T- _J
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0
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a- U) he site Gde(juc:ely siL abilize o(,cordin( to V/ater Qesou;rces
1 The Bio -F -11 -ter not 10 be const;';Ucled ur)
I ersor)riel (4,.5,/..) 296- 5861
it PROJECT NO: 06.0793Filter2. The Bioo-lter soill Mix must be Luck Bio- :Iter M.x or tesled u-nid approvedequivalent. For r)ore ir, [orm a!'
4341 2.96-5961
0: on Please ca II VUo)ter lResources personr)ei at INDEX TITLE:
rlIOFILTER DETAIL
UJ NOT TO SME
GRAPHIC SCALE I"=20' SHEET NO:
2 OF 2
0 20 40 60
l7/ft4rroDATE: OCTOBER 29, 2008