HomeMy WebLinkAboutSDP199500070 Plan - Approved Final Site Plan and Comps. 1995-08-02Y A I
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GENERAL CONSTRUCTI VNit425
I. 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 VIRGiNVk
DEPARTMENT OF TRANSPORTATION ( HEREAFTER ABBREVIATED V.D.O.T. ).
2. ALL PAVING AND DRAiNAGE RELATED MArTERiALS AND CONSTRUCTION MET4MR
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.'T.
UNLESS O7THERWiSE 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 OTH RZONSTRUCTION.
A. ALL SL OPE.S AND DISTURBED AREAS ARE TO BE FERTILIZED. SEEDED AND
MULCHED. MAXIMUM ALLOWABLE FiLL OR CUT SLOPE iS 2:1. WHERE REASONAMN
OBTAINABLE LESSER SLOP!" OF 4:1 OR BETTER ARE TO BE ACHIEVED.
S. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION UNLESS
OTHERWISE SHOWN.
6. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF ".-HE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY iN
ORDER TO STA131LiZE A DRAINAGE CHANNEL
T. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINiA 'MANUAL FOP
UNIFORM TRAFFIC, CONTROL. DEVICES. LATEST EDITION.
A. 1jNLF_9S OTHERWISE NOTED ALL CONCRETE PIPE 3MALL BE PSINFORC'ED
CONCRETE PIPE CLASS Ili.
9. ALL EXCAVATION FOR UNDERGROUND PIPE iNSSTALLATION SHALL COMPLY WT! 4i t13-L
37ANDARDS FOR THE CONSTRUCTION INDUSTRY (29 C:FR PAM 1A26 ).
10. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB
SiTE AND REPORT ALL INCONSiSTANCIES TO THE ENGINEER AND/OR ARCHITECT.
11. OU TEK)OR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND Ayp.iA.C: 1ti
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-CORRUWiTE.D POL YIETY1 SINE
PIPE MAY BE USED IN CONJUNCTION WIT, S► BEDDING TYPE PP. 1.
WATER AND SEWER GENERAL PLAN NOTES
1. WORK SHALT BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHO'RiTY OFFICIALS AT THE START OF 'dv OP, .
2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LiNE OF 47HE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PL ANS A:ND
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE C:ONTRA:C'TOR SW11 UN Hll:z
OWN INrIA,TIV E LOCATEALL UNDERGROUND LINES AND STROiCTURES A.
3. ALL AND i *, ' TiON 3htA,1.;. COMPLY V "I GENEPV-:, i*r .t
SF:W'ER �. JN �TR1 iC;'i fUis =' iC04S AS A.GOPTED BY THE ALSEWFt
COUNTY RVIC;E AUTHOP.4 . jti JA;NUARY 20, 1ff83, A.S AaMENDE.D Ji;l't 1. sue.
A. ALL ELEVATIONS ARE BASEt JN U.S.C. AND G.S. DATUM.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING a MISS UTILIZ r •
(I 800 SW 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. 20' WiDE FA3EMENTS. 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. T MiN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR 6' SEPARATION WHEN WATERLINE IS INSULATED. USE
►/2' THICK THERMA CEL PIPE INSULATION IN 3' X 4' SHEETS AS
MANUFACTURED BY NOMACA. INC. OR EQUAL APPROVED BY ALBEMARLE
COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND S'BEYOND
CENTERLINE 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 ACCOMODATE THESE METERS. METER LIDS
WILL REQUIRE A 1 3/4' HOLE TAPPED INTO THE CENTER OF THE LID.
BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM
ENTERING THE BOX PRIOR TO METER INSTALLATION.
10. ALL. WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
11. CERTIFICATION THAT 95 PER CEW COMROA: TION 13 OBTAINED SHALL_ el
PROVIDED FOR Ai L FILL AREAS UNDER WATER AND SEWER LiNE q AND
APPURTENANCES. THIS CERTIFiCA.TiON SHAD. BE SIGNED BY A
PROFESSiONAL GEOLOGIST. THE CER'TIFICATiON $PULL 3)TA.TE THC
F-NAtCT AREA, THAT THE CERTIFICATION ArPPLiE—ES TO.
12. VALVES ON DEAD END LINES SHALL OE RUDDELI TO FROViDE ADEQ0A;T9
RES^'RAINT FOR THE VALVE DURING A Ft rrk)P ± E;n�T N'310N OF THE LiNE.
SITE TOTALS AND LiaND USE DATA NOTES
OWNER ViRGINIA. LAND TRUST
CIO CHAPiLES W. HURT
P.O. BOX 81417
CHARLO TE.SVILLE. VIRGINU AVg1 W
DEVELOPER C.W. HURT, CONTRACTORS
C/O STEVE MELTON
195 RIVERBEND DRIVE
CHARLOTTESVILLE , VIRGINIA 22901
PRESENT ZONING : PDMC
PROPOSED USE : FINANCIAL INSTITUTION
TOTAL SITE AREA : 2.157 ACRES 93,964 S.F.
TOTAL BUILDING COVERAGE 20,500 S.F. 22%
TOTAL IMPERVIOUS COVERAGE 48,222 S.F. 51%
TOTAL OPEN SPACE 25,242 S.F. 27%
PARKING SCHEDULE :
1 SPACE PER 150 S.F. GROSS FLOOR AREA AND
3 DRIVE-IN AISLES AT 25 S.F. CREDIT PER AISLE = 75 S.F.
150 S.F. GROSS . 75 S.F. CREDIT = 225 S.F.
PARKING REQUIRED
1 SPACE PER 225 S.F. GROSS FLOOR AREA
GROSS FLOOR AREA = 20,500 S.F.
20,500 S.F. / 225 S.F. = 92 SPACES
PARKING PROVIDED = 110 SPACE'E
LOADING SPACES PROVIDED = 3 SPACES
RECEIVED
.AN 13 IM
Panning Dept.
GUARANTY SAVINGS AND LOAN
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112400
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BOUNDARY SURVEY BY : B. AUBREY HUFFMAN AND ASSOCS. LTD.
TOPOGRAPHIC SURVEY BY : B. AUBREY HUFFMAN AND ASSOCS. LTD.
VICHTY MAP SCALE : 10 : 29000
August 29, 1994
Revisions
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;;,^i e':'1 ii3N3 DlEFA.RTMEPti'T FiPE OFFk"L#1
I-ONi14G DEPARTMENT
AIRCEMA;RLECOUNT3 SERVICEAUT40RM
PLANNING DEPAR'TMEh+T1
ENGINEERING DEPARTMENT
V IRGiNV, DEPARTMENT OF TRAN3PC TA,TION
VIR INIA DEPAPTMEWf OF HEALTH
WC T4C 1 �NDEP IGNED DEVELOPER (3) UNDERSTAND THAT APPROVAL.
(X- THIS PLAN BY .'HE COUNTY OF AL 0EW;RLE DOES NCFf
NECE.r'&R41ILY INDIC A'iE ViRGINLO, DEPARTMENT OF TRANSPORTATION
1 VDOT ) hPPF0,JAL OF THE PLAN. AyPFROVAL- OF THE PLAN BY THE
COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY
iN OBTAINING FiNAL VDOiT APPROVAL PRIOR TO THE ISSUANCE OF
BUILDING PERMITS AND / OR CERTIFICATES OF OCCUPANCY.
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Class A3
Concrete
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Tax Mop 7B Parcel 6/
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Loading Spaces
27 Spaces 9 "x /6
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Pavement Mate//al
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Exist. Fire Hydrant
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Point A'"�
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P o v e me n 1 Water meter to be
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Exist CB \\F�s
SITE BENCHMARK
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Fire Hydrant
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established as per
VDOT �� sized by ACSA Point B ;
Top 52 2. 70
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field inspection
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/rev. 520.70 \\ s
EIev. 527. 54
6 0" walk t /OO' Turn Lane 4 2 ' Toper f
- " U.S G. S. Datum
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slope,1/4"perft S T A T E F A R M B O U L E V A R D \ //
't'r '. '• ;e:2 c.l� R Top of finished ( 100 f,5 W \
\� .�!•• = paving slope
ed fill or
bed earth
TYPICAL SECTION
S I D E W A L K
Sheet No
2
of
August 29,1994
Revisions
s,T� ,QL•,LW
7•'�^ LAnC, TiJ�t�
`/�
'T/Y•.L Iwo S ALL
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10'- 0"
Class A3 slope 1/4"per ft.
Concrete + 2'� 2.1R
�' "" +"• Top of f i ni shed
cC�\ \ \� \�\' \��.•,/./ \ \./.. /l'. \\ = pav i ng slope
Compacted fill or undisturbed earthj��
T Y P I C A L S E C T 1 O N
D U M P S T E R P A D
6
STORM DRAINAGE STRUCTURES
NO.
TYPE
L
TOP INV._IN
INV. OUT
1
DI-31B
4
529.41 521.95
521.85
2
DI-3A
2.5
527.35 522.57
522,47
3
DI-3B
8
529.0
523.51
4
DI-3A
2.5
531.46
522.89
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