HomeMy WebLinkAboutSDP199600100 Plan - Approved Final Site Plan and Comps. 1996-10-03GENERAL CONSTRUCTION NOTES
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION ( HEREAFTER ABBREVIATED V.D.O.T. ).
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T.
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. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION UNLESS
OTHERWISE SHOWN.
8. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, 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, LATEST EDITION.
S. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS 111.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART I M ).
10. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ANY OR ALL DIMENSIONS, SITE
CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL
INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OR OWNER. SHOULD
THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL
RESPONSIBILITY FOR ANY ERRORS AND OR INCONSISTANCIES.
11, OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT
PROPERTIES AND SHIELDED WHERE NECESSARY.
12. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
13. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N.12 CORRUGATED POLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PS. 1.
WATER AND SEWER GENERAL PLAN NOTES
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 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 GENERAL WATER AND
SEINER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON JANUARY 20, 1963, AS AMENDED JULY 1, 1 M.
4. ALL ELEVATIONS ARE BASED ON U.S.C. AND G.S. DATUM.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ' MISS UTILITY
(1 800 652 7001 ).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERUNE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
7. 2(Y WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES
SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY,
EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT OF WAY OR AN
ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO
BE DEDICATED AS A UTILITY EASEMENT.
8, 3"MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR 8' SEPARATION WHEN WATERLINE IS INSULATED. USE
1/20 THICK THERMA CEL PIPE INSULATION IN Y X 4' SHEETS AS
MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE
COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND & BEYOND
CENTERUNE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF
CULVERT WHEN PARALLEL
9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACGOMODATE THESE METERS, METER LIDS
WILL REQUIRE A 1 3/4' HOLE TAPPED INTO THE CENTER OF THE UD.
BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM
ENTERING THE BOX PRK)R TO METER INSTALLATION.
10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
11. CERTIFICATION THAT 96 PER CENT COMPACTION IS OBTAINED SHALL BE
PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A
PROFESSKXAAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE
EXACT AREA THAT THE CERTIFICATION APPLIES TO.
12. VALVES ON DEAD END LINES SHALL BE ROODED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
SITE TOTALS AND LAND USE DATA NOTES
OWNER ENCORE INVESTORS LIMITED PARTNERSHIP
C/O GREAT EASTERN MANAGEMENT COMPANY
P. O. BOX 5626
VIRGINIA 22M
CIO DON WAGNER
DEVELOPER REALTY PARTNERSHIP INTERESTS
= DON WAGNER
P.O. BOX 5520
CHARLOTTESVILLE, VIRGINIA 229M
PRESENTZONING: PD-MC w/ZMA 96-04 OVERLAY ZONING
PROPOSED USE : OFFICE/SALES/SERVICE DISTRICT : A I A
TOTAL SITE AREA 1.213 ACRES 52,859 S.F.
TOTAL BUILDING COVERAGE: 10,625 S.F.
TOTAL IMPERVIOUS COVERAGE: 29,040 S.F.
TOTAL OPEN SPACE : 0.30 ACRES 2 5 %
PARKING SCHEDULE:
GROSS OFFICE AREA : 8,625 S.F. GROSS SALES/SVC AREA : 2,000 S.F.
NET OFFICE AREA 8,625 S.F. x 80% = 6,900 S.F.
PARKING REQUIRED 6,900/200 = 35 SPACES
RETAIL AREA 2,000 S.F.
PARKING REQUIRED 2,000/100 : 20 SPACES
TOTAL PARKING REQUIRED 55 SPACES
TOTAL PARKING PROVIDED 66 SPACES 2 LOADING SPACES
MAXIMUM NUMBER OF EMPLOYEES: 4 0
PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED
FIELD RAN TOPOGRAPHY BY B. AUBREY HUFFMAN & ASSOCIATES, LTD.
BOUNDARY SURVEY BY B. AUBREY HUFFMAN & ASSOCIATES, LTD.
FINAL
SITE
DEVELOPMENT PLAN SHOWING
RIO EAST OFFICE
RIO EAST COMMERCIAL
TAX MAP 61 PARCEL 124 C
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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VICINITY MAP SCALE : 10 : 20000
PLAN PREPARED BY
B. AUBREY HUFFMAN AND ASSOCIATES,
CHARLOTTESVILLE, VIRGINIA
LTD.
r
0
A u g u s t 1 4 1 9 9 6
REVISIONS
zo.u,„!6 -� �/92CEG r3JJr✓t7ft/LlzS J D
6 /•I c ey^�/ � ,.`� e- j�
COMMCi,74,5 JT �J�
I DRAWN BY: JOHN DRUMHELLER I
INSPECTIONS DEPARTMENT : FIRE OFFICIAL
ZONING DEPARTMENT
-
ALBEMARLE COUNTY SERVICE AUTHORITY
/Ije:
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT OF HEALTH
j� OCT 15 y 1996
ZONINIG DE P II` ,,AEI i_F
WE THE UNDERSIGNED DEVELOPER (S) UNDERSTAND THAT APPROVAL
OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT
NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION
( VDOT ) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE
COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY
IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF
BUILDING PERMITS AND / OR CERTIFICATES OF OCCUPANCY.
ZiNtt I NU. 1 Ur' 0
SCHEDULE OF LANDSCAPE
MATERIALS &
CANOPY
COMPUTATIONS
'a. Varj 5 Pu , c e i24 F 2
KEY BOTANICAL & MIN. CALIPER TOTAL HEIGHT
TOTAL WIDTH
AREA OF
QUANTITY
TOTAL AREA
STORM DRAINAGE STRUCTURES
s°" u n Ban k N 4
COMMON NAME
IN 10 YEARS
IN 10 YEARS
CANOPY
OF CANOPY
Zon , n q H C
PYRUS CALLERYANA 1 1/4"
22
15.6'
1 91 S.F.
4
764 S.F.
NO.
TYPE
L
TOP INV. IN
INV. OUT
U s e Co in or e, c i a / B a n k
-
BRADFORD PEAR
'
1.
DI-3A
2.5
518.0
514.0
SITE BEN CH M A R KS
�-
2.
DI-3B
6
519.30 513.0
512.90
1 Mark on concrete at hole
; CERC IS CANAIDE NSIS I I/4
24 r
22.5
3 9 6 S.F.
6
2 376 S.F.
3.
DI-3A
2.5
516.60 511.33
511.23
/
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no.11 putt putt golf course
21 EASTERN REDBUD
4.
DI-3C
6
518.10 512.3T
b12.27
/
E I e v. 5 2 I. 6 0
AUG UST 14 , 1996
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FL OWERING DOGWOOD
I U S G S Da t o m
I 1 L E X CORNUTA 18 -30" 8 7. 8' 48 S. F. 18 8 64 S. F.
B U FORD HOLLY
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W o-b-d , L. F. J r. Q P: E I l
N 27017'18"E Use Minior�re Golf_Cou-F�e 1 N18°32
s! Of ve w ay to be removed__ \ /
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J) / 2 4 ----- --- // --- T I 2 Loading Spaces /0 < O Dumpsrdr
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Fire 8';Gate
f / /
/ / / �_� xist Driveway \ �-
to be remo ved \
\ \ NOTE : SEE SOIL EROSION CONTROL PLAN \ \ \ \
FOR AN OVERVIEW OF THE PROPOSED OFFSITE
Exist B/dg. \ \� \ \ \ SEWER LATERAL CONNECT/ON TO EX/SFIN G\ \ \ \ \ \
to be removed \ \ \ \ \ SAN. SEWER LINES AND THE OU TFALL OF \ I \ \
\STORM WA TER DRA/NA GE TO A NATURAL \ \ \ \ \ \ \\ \ \ \ \ \\
i530 DRAINAGE'
COURSE. \ \ \\ \ \\ \\ Il\ \ \ \\ \ \ \ \ \
Tax Map 6/ Parcel /248� \ \ \ \ \ \
Encore Investors Ltd. Partners hip
Zoning : PD- MC w/ Proffers
Use: Vaca nt ( Exist. Bldg. To Se Removed 1991
CROSS SEC T / ON - R/O EAST COUR T
6 -6 IN
Class A v slope, 1/4"perft. \ 1 \ \ �- F
Concrete j 2°-I „ � 50' R/W _ J
_ \ IV
\ 5 38' F- F 5
��� �'-�`"��'•`��•'1��'••.`O'..`` Top of finished Tax Mop 6 / Parcel /24 A r
� ������ ���\\�\\` ��� �'�` _ paving slope .-
.a Encore Investors Ltd Porinership •
ti
Zon i n g PD- MC w/ Proffers " 2.5' f 2 5,-l. 1"
Compacted fill or `' //+'r'
i•
undisturbed earth ��� Use Va c a /7 ( Exist. Bldg. To Be Removed J PLAN PREPARED BY: //�" / t //4 /
.B. AUBREY HUFFMAN & ASSOCIATES, LTD.
PAVEMENT DES/GN
TYPI CAL SECT 1 0 N CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING /2 " SroNE -
S I D E W A L K P L A N S C A L E /l - 2 0 / CHARLOTTESVILLE VIRGINIA 3" BM- 2
/65/bs p s y SM -.2A
S H E,-.E T N 0. 2 OF 3