HomeMy WebLinkAboutSDP199800033 Plan - Approved Final Site Plan and Comps. 1998-03-12CD
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E 11490000 E 11490500 _ GENERAL CONSTRUCTION NOTES
APPROVAL BLOCK FIRE OFFICER
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY Y
EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE �f r1el �.i
r � � Aid rn In j
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION )1;(Nll
HEREAFTER ABBREVIATED V.D.O.T.),II ' �`'•
1
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION
METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS I C SrcE
OF VDOT UNLESS OTHERWISE NOTED. ALL EXCAVATION FOR �, �. \j•,;`,,,,
UNDERGROUND PIPE INSTALLATION MUST COMPLY OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 'To ��,, \• �,: Y'
;� . ♦ � n Wage - LId
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ,S„anal(- ;%(,� VICINITY MAP
J i
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST �`�,
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. �� ! - 1 = 2000
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED
AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1.
WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER u
ARE TO BE ACHIEVED. NOTES:
REVISIONS
FEBRUAR" 27, 1998
MARCH 9, 1998
Nss APR. 14� 19�18
5. ALL DRAINAGE INLETS SHALL HAVE A 2-I1'4CH LOCAL DEPRESSION.
OWNER : THE CATHOLIC DIOCESE OF RICHMOND
6. PAVED OR RIP -RAP LINED DITCHES MAY BE REQUIRED WHEN IN THE
THE MOST REVEREND WALTER F. SULLIVAN, BISHOP
OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS
811 CATHEDERAL PLACE
DEEMED NECESSARY IN ORDER TO STABLIZE A DRAINAGE CHANNEL.
RICHMOND, VIRGINIA
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA
TAX MAP 61 Z--3-8 & 8A
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
ZONED PUD (BRANCHLANDS) SPECIAL PERMIT 90-65
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
SEE ZMA 88- 07, SP-97-42 & THIS PROPERTY IS IN THE
CONCRETE PIPE - CLASS III.
AIRPORT PROTECTION OVERLAY DISTRICT.
9. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF
DEED BOOK RIEFERENCE 1191 P.592 AND 1169 P.397 PARCEL 8A
THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
DEED BOOK REFERENCE 1175 F.395 AND 1169 P.397 PARCEL 8
AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR
RIO MAGISTERIAL DISTRICT
SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY.
ALBEMARLE COUNTY, VIRGINIA
10. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, BUILDINGS,
DATUM: (USGS) BENCHMARK = TOP N.W. CORNER DROP INLET
VEGETATION AND OTHER PERTINENT SITE ELEMENTS.
VERTICAL DATUM ELEVATION= 495.09
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
SOURCE OF TOPOGRAPHY:
1-800-552-7001.
FIELD RUN ANID DIGITIZED BY
12. CONTOUR INTERVAL = 2 FEET
GLOECKNER ENGINEERING AND SURVEYING INC.
13. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY
FROM ADJACENT PROPERTIES AND ROADWAYS, THE FIXTURES SHALL BE
SURVEY DONE BY: GLOECKNER, LINCOLN AND OSBORNE, INC.
SHIELDED WITH THE LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE
OF THE LIGHT FIXTURE. LIGHTING SPILLOVER ONTO PUBLIC ROADS&ADJACENT PROPOSED USE: 24 BED DEMENTIA CARE FACILITY
PERTIES ZONED RESIDENTIALLY SHALL NOT EXCEED 1/2 FOOT CANDLE.
TOTAL APPROX:IMATE ACREAGE: 7.043 ACRES
14. LANDSCAPING TO BE MAINTAINED AND REPLACED IF ANY SHOULD DIE.
DEMENTIA SITE: 1.010 ACRES
15. PAVEMENT TO BE: 1.5" V.D.O.T. SM-2A
MAXIMUM HEIGHT OF STRUCTURE SHALL NOT EXCEED 35'
6.0 V.D.O.T. 21A AGGREGATE BASE
PROPOSED 1 S70RY BUILDING
16. CURBING TO BE: V.D.O.T. CG-6
PARKING SCHEDULE: TOTAL PARKING SPACES REQUIRED FOR EXISTING
17. SIDEWALK TO BE: 4000 PSI CONCRETE, 4" THICK
FACILIITIES = 121 SPACES
�-
WITH WELDED WIRE REINFORCING
TOTAL PARKING `.SPACES PROVIDED FOR EXISTING FACILITIES=121 SPACES
PLUS SPACES REQUIRED FOR DEMENTIA UNIT = 6 SPACES
483,
18. TRAFFIC PAINT TO BE: V.D.O.T. SPEC. WHITE,
�i SPACE PER 4 BEDS)
\
4 WIDE STRIPES
•
19. HYDRANT FLOW AT NEARIST
AT 20 PSI RESIDUAL.
(EX. HYDRANT AT ENTRANCE)
FIXTURE: 3100 GPM
E 11491000
TOTAL
TOTAL
SPACES
SPACES
REQUIRED
PROVIDED
DATE 3!
DATE /per
= �i� - ----- DATE /u
AREA IS NOT WITHIN THE RIVANNA RESERVOIR WATERSHED
ADJACENT OWNERS:
TMP 61 Z-03-1 A
CATHOLIC DIOCESE OF RICHMOND
ZONED PUD
TMP 61Z-101-6
LOT 6 CHAPEL HILL
GEORGE W. & MABEL G. McGRORY
ZONED R-1
TMP`61Z-01-5
LOT 5 CHAPEL HILL
WILUAM HANSON, JR. OR
MARY S. FAULKNER
ZONED R-1
TMP 61Z-01-4
LOT 4 CHAPEL HILL
ROBERT E. & MARIE T. BATTEN
ZONED R--1
TMP 61 Z-01-3
LOT 3 CHAPEL HILL
PAGE W. OR PATRICIA FOSTER
ZONED R-1
127 SPACES
127 SPACES
TMP 61-129-D3
CHARLOTTESVILLE III ASSOCIATES
ZONED R-15
TMP 61 Z-3-7
JEFFERSON AREA BOARD
FOR THE AGING
ZONED -P.U.D.
TMP 61-129-D1
SQUIRE HILL TOWNHOUSES
CHARLOTTESVILLE III ASSOCIATES
ZONED R-15
PRESENT USE OF PARCEL - VACANT
LANDSCAPE PLAM WILL BE PROVIDED WITH FINAL SITE PLAN
SPECIAL USE PERMIT APPROVED BY THE BOARD OF SUPERVISORS.
SITE IS NOT WITHIN A WATER SUPPLY WATERSHED.
SITE IS NOT WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING TO
NATIONAL FLOOD INSURANCE MAPS OF ALBEMARLE COUNTY. '
ALL LIGHT POLES ARE SHOWN ON THI SHEET
THE POLES ARE .18' IN HEIGHT
THE EXISTING STORAGE BUILDING IS 20'X20'
20.00'
1 /4":1'
DATE
JANUARY 5, 1998
SCALE
1 "=50'
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KURT M. GLOECKNER
Y9 5 49
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JOB NUMBER
97-015-00
DWG. NAME
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OR CG-2 QyPS� TYPICAL X-SECTION
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DENOTES AREAS WITH SLOPES
GREATER THAN 25%
OR CG-2
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GENERAL WATER & 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
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 INITIXTIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON JAN. 15, 1998.
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 FT. 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.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
s•
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NF
SIDEWALK Cy
DTH/6 TH
REVISIONS
FEBRUARY 27, 1998
MARCH 9, 1998
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PGG 0ocEX18L 8 c TING STORM _ \ O}OP / i DOWNSPOUT LOCATIONS ; } "94'C °NZ Y
PN°� O '-�frC s' �� \ °' N RCP 1 Q p l = \ TO BE CQLLECTED y� F O
\ �t r NEW TRANSFORNfER PAD
F�p�, _,'� PIPE ' S/F'17Q did, - d{RECTEDO�`tiRUUND AND\ I '! c� Fr�S
To tE N = ��'S' q Sfi� O R� \\ RETAIN WALL. OR
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NOTE:
CONNECT ALL DOWNSPOUTS TO
DOWNSPOUT COLLECTION SYSTEM
PER DETAIL ON SHEET-- OF 4
RUN CONNECTOR PIPE AT MIN. 1
GRADE TO DAYLIGHT OR STORM EXISTING FINISH
SEWER AS SHOWN. FLOOR
ELEV. = 477.06
Q207
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EXISTING WATER METER
AND VAULT
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SpR/�k`FR iqF 00
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CHAPEL HILL
LOT 7
CHAPEL HILL
LOT 6
SPECIFICATION FOR
CHAPEL HILL
SPECIFICATION FOR YARD DRAIN
CHAPEL HILL
TMP 61Z-01-7
GEORGE W. & MABEL G. McGRORY
SEWLATERAL:
LOT 5
& ROOF DOWNSPOUT COLLECTION:
LOT 4ER
ZONED R-1
TMP 61Z-01-6
WILLIAM HANSON JR. OR
ROBERT E. & MARIE T. BATTEN
D.B. 346 P. 419
PIPE-4" SCHED. 40 PVC
MARY S. FAULKNER
PIPE-4" SCHED. 40 PVC
TMP 61Z-01-4
ZONED R-1COVER-3
COVER-3 FT. MIN.
TMP 61Z-01-5
FT. MIN.
D.B. 396 P. 49
SLOPE-1/4"/FT. MIN.
D.B. 690 P. 110
ZONED R-1
SEAT-6" CRUSHED STONE
ZONED R-1
SLOPE-1 /4"/FT. MIN.
WIDTH VARIES
TYPICAL REINFORCED CONCRETE SIDEWALK
N.T.S.
6X6-W2.1 XW2.1
WELDED WIRE FABRIC
APPROVAL BLOCK
ALBEMARLE COUNTY SERVICE AUTHORITY I DATE
DEPARTMENT OF ENGINEERING DATE 3,
PLANNING , AND, COMMUNITY DEVELOPMENT DATE
DEPARTMENT OF ZONING DATE
FIRE OFFICER ` �/f DATE
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DATE
JANUARY 5, 1998
SCALE
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JOB NUMBER
97-015-00
DWG. NAME
F015SHT2.DWG
CA
TIE PAVEMENTS /
AT EXISTING GRADE
JO CURB CUT -NECE
NOTE: SEE TYPICAL CROSSECTION!
ON THE COVER SHEET.
(SHEET 1 OF 4)
NOTE: SEE PROFILE SHEET
FOR DETAILS ON STORM
SEWER SYSTEM ST-1 TO
ST- 3.
APPROVAL BLOCK
ALBEMARLE COUNTY SERVICE AUTHORITY
DEPARTMENT OF ENGINEERING
PLANNING AND COMMUNITY DEVELOPMENT.
DEPARTMENT OF ZONING
FIRE OFFICER
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REVISIONS
FEBRUARY 27, 1998
MARCH 9, 1998
aQa• �4, �q�t�
DATE
JANUARY 5, 1998
SCALE
1 "=20'
4�,q,�,LT H of
KURT M. GLOECKNER
5649
sj01VAL I
JOB NUMBER
'l
97-015-00
DWG. NAME
F015SHT3.DWG /
3oF4
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480
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460
DATUM ELE
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DATUM ELEV
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UNREINFORCED CONCRETE OR
CRUSHED STONE LEVELING PAD
8" MIN. LOW PERMEABLE' SOIL
r—YARD DRAIN (TYPICAL)
4" PVC SCH L.E 40
PIPE CONNEiCT�R (TYPICAL)
GRID LENGTrH ((f
ROOF & YARD DRAIN
SYSTEM TO BE INSTALLED
BETWEEN GEOTECH GRID AND
ONLY PENETRATED BY 4"
GRID LENGTH PVC CONNECTOR.
GRID LENGTH
1R8ACKFiLL7 ED
`RETAINED SOIL
l
GRID LENGTH
APPROXIMATE
,�- UNIT' CORE FILL
EXCAVATION LINE
(3/4 CRUSHED
ROCK
OR STONE)
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�PERFORATED
DRAIN
PIPE (OPTIONAL)
W
REVISIONS
FEBRUARY 27, 1998
MARCH 9, 1998
I�PR 14� �qq�
DATE
JANUARY 5, 1998
SCALE
HORIZONTAL 1 "=10'
VERTICAL 1 "=5'
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®4.17%.
OLD TOTAL
DISTANCE84
--
- - -
218 L.F.
24" RCP ®
2.717.
NE
60'- 24"R.C.P.
04.98%
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DATUM ELEV
445.00
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54'-15" RCP
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EXTERIOR DOWNSPOUT -
SUPPORT STRAP-
2-1/8 BENDS
MORTAR OR SEALANT
FINISHED GRADE 4" MI
4"FVG (BOOT)
4"PVC 1 /4 BEND
4" PVC ROOF DRAIN LEADER
GRANULAR BEDDING
ROOF DRAIN
COLLECTOR
J
Q
0
I6"
MAX.��3
18"
MIN.
BUILDING
FOOTING
I
NOTE: FOR ROOF DRAIN COLLECTOR OR STORM
DRAIN PIPING 12" AND SMALLER, RECEIVE
ROOF DRAIN LEADERS USING TEE FITTINGS.
DOWNSPOUT CONNECTION
DETAIL
NOT TO SCALE
COLLECTOR PIPE SCHEDULE
NO. DOWNSPOUTS PIPE SIZE
1 TO 2 6"
3 TO 5 8"
6 TO 10 10"
2+00 STORM DRAIN PIPING
ROOF DRAIN OR FLOOR
DRAIN PIPING
I --FLOW
POSITIVE SEAL GASKET NDS 970 GRATE
(PSX BY PRESS SEAL
wl'�� GASKET CORP.) YARD
O
SLOPE
SLOPE
PLAN
ROOF DRAIN OR FLOOR
DRAIN PIPING
NDS 100
SINGLE OUTLET
-♦— FLOW YARD D,
7TnPkA/8n
BAND
YARD DRAIN OR ROOF DRAIN CONNECTION
SEAL GASKET (PSX)
YARD DRAIN DETAIL
AIN PIPING (RCP)
`;FC'TInN
ROOF DRAIN/STORM DRAIN CONNECTION
OUR LADY OF PEACE
CHRISTOPHER CENTER ADDITION
STORM SEWER PROFILES
TAX MAP 61Z-3-8A ALBEMARLE COUNTY, VIRGINIA
3+00
JOB NUMBER
97-015-00
DWG. NAM E
F97015PRO.DWG
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SHEET
4 0F4
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