HomeMy WebLinkAboutSDP199200050 Plan - Approved Minor Amendment 1992-07-29'id30 DNllfiW
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Structure Type St'ltioil Pop In Out 11
EXISTING SAN. SEWER ESMT. ******** ****** **:!'*** ****** *****
D.B. 690 pg. 299, 302 plat Ii III-313 L= 16' 4'0. F,(1 - 476. 50 4.00
IJ DI-3C L=6' 01 4'1 . �. 476. 04 472.. 04 471.79 4. 25
EXISTING CONCRETE H D.1-3A L=2.5' 0+53 476.01) 471.50 471.30 4.79
DITCH - _- L 11H 480.;1' 467. ",Ci 467. 30 1 2.7'
J DI 7 tV1,,, I 1 1 '17 2 . (I 48 . 0 15. 1.
Pipe Size Length (ft) S]One ('%)
l \ \ \ U 14 15 RCP 40.00 11_.I_'
N M 1.8" RCP 29.00 1 .00
WOODBRIAR ASSOC. 11 L 18" RCP 113.()0All
\ \ \ TM 32G -03-83 11 U 18" RCP 129.00 0.82
Iwo: lit:
\ \ J K18" RCP 71.00 11.27
NOTE: UNITS 9-12,IF CONNECTED TO EXIST. 8" SAN.SEWER, SHALL
USE -'ADDLES MANUFACTURED BY SEALTITE ROMAC HARCO OR
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"��~ ` ` \ E,�� \ AN APPROVED EQUAL.
/'►i^,-rNr:)rl �Fh i i^nor �: �'
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_ NOT NO C NCRETE PA-Q5 BUIL ING C01?N•E S, DECKS
% POR H S OR ANY PART- OF A STRUCTURE
EX. DR IN IPE /\TREES 0 REMAI \ ACH ONry WATER O'R S WER EASEMENT _
\ OD
\ ��
.99
0
2 O2 C$ Z / \ \ \ \ CO 2 80
3 C CLASS I /rtIPRAP ---
M1�-�-A TRANSITION FIR \ \
EXISTI G DIT H \
TYPE A BLOWO F ASS \ \ 3��00 \2 \
60 4 \ \
-7
02 �0
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\ \
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FINAL SITE PLAN FOR
BRIARWOOD - P.R.D. PHASE 3A
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY , VIRGINIA
DATE : 8 - 19--91
T.M. 32G , PARCEL A and PARCEL 83
PROPOSED USE : SINGLE FAMILY ATTACHED
OWNER : UNITED LAND CORP. OF AMERICA
PO BOX 5548
CHARLOTTESVILLE , VA 22905
TOPOGRAPHY BY : R.O. SNOW & R.W. RAY, INC.
CHARLOTTESVILLE , VA
BENCHMARK & SURVEY DATUM , TOP OF EXISTING MH 489.75
( ELEVATIONS FROM NATIONAL GEODETIC SURVEY )
ZONED : PRD (ZMA-79-32)
32 1G Z O I
N ARGENB / �/ IA \ IR-0 L \ END OF EXISTING CG-6
NE E I --EXISTING EDGE OF PAVEMENT
N / Rer
45` BEND '\ �_ 0 1C I m
IAJ
LAND USE SUMMARY
TOTAL AREA IN PARCELS =
8.261
AC.
AREA OF SITE ( PHASE 3A,3B) =
5.323
AC.
RESIDUE ( PHASE 3C) =
2.938
AC.
AREA IN LOTS =
2.322
AC =
43.62 *A,
AREA IN R / W =
.935
AC =
17.57
AREA IN OPEN SPACE -
2.066
AC =
38.81
�100
TOTAL -
5.323
AC =
TOTAL UNITS = 24
GROSS DENSITY = 4.51 DU /AC
TREE CANOPY CALCULATIONS - ORIOLE
COURT
CANOPY REQUIRED = 0.15 X 53813 SF LOT
AREA
= 8072
SF
CANOPY PROVIDED= 9413 SF TREES TO
REMAIN
AREA
X 1.25
BONUS FACTOR = 11766 SF
O -- - \
O •.. ��X I ST I NG 8 x 6 CROSS
\ -
I \ �� - EXISTING 6" GATE VALVE 8 PLUG END
33 19, ( REMOVE PLUG 8, EXTEND WL )
M 32G'02GR�GE I I \ \ 6x 4 DU E END OF EXISTING CG-6
40'_ R/W - -
I 25 �\
o I \ SETBAC \ 2 ---
I I I O I s 6 \ \ 30' 0 IOLE CT.
30' B UEJAY WAY
/ 6Q TYPE D BLOTTE 7 SEAL COAT (BLUEJAY WAY) �
3/8 " 1
_ 0'Z / 19 I I 111 _
�M 3 G GON16 1 I ( \ CI)\ I CG 6 ( BOTH SIDES)
4 2 2 1 \ 3 100* BIT. CONC. TYPE S - 4 OR S-5
\ O PRIME COAT TYPICAL STREET SECTION
3347 G 3520 3367 4332
f' \ I 1 " AGGR. BASE , ORIOLE COURT (NTS )
\ \ 20y PQ/RMANENi" D AI ES T ITYPE 1, 821 60 Ba2 AJAY WAY
' TY P
02'" G • I ( )
M 32 G AR ASS z
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OOp8R1 CI, t S / \ \
W sa;s/00
74
02 72 1 \ -
M 32G MOgIR
G ARY 49
E.
i,
60 ��
uovo U 2�- / / 232.79' - -
TM 32G 02 71 K _ O
DONALD V. CRENSHAW' I
(9. �. ES- I
NOTE A 20' WIDE DRAINAGE EASEMENT CENTERED OVER ALL
_ 1 j DRAINAGE PIPES AND DITCHES SHALL BE DEDICATED.
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EXISTING/MH--- I WOO D BR I A R ASSOC.
a TM 32G PC L 1 MUNCASTER ENGINEERING &
TM 32 G - - 70 / o
KELLY ANN WAUGMAN COMPUTER APPLICATIONS
3 -
338 Rio Road
1\ / Charlottesville, Virginia 22901
COUNTY OF ALBEMARLE
DEPARTMENT OF ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
Revised: September 1B, 1989
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 J.D.O.T.).
2. All paving and drainage related materials and construction
methods shall conform to current specifications ar,3 standards
of V.D.O.T. unless otherwise noted.
3. Erosion and siltation control measures shall be provided in
accordance with the approved erosion cortrol 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 bettar
are to be achieved.
5. All drainage inlets shall have a 2-inch local depression.
6. Paved or rip -rap lined ditch may be required when in the
opinion of the Albemarle County Director of Engineering, or
his designee, it is deemed necessary in order to stabilize a
drainage channel.
7. All traffic control signs shall conform with the Virginia
Man aal for Uniform Traffic Control Devices, latest edition.
8. Unless otherwise noted all concrete pipe shall be reinforced
concrete pipe - Class III.
9. All excavation for underground pipe installation must comply
with OSIIA Standards for the Construction Industry (29 CFR
Part 1926).
In addition to the above notes, the following statement must be
included on all site plans which require V.D.O.T. approval. The
statement must be signed by the developer of the property rrior to
tentative site plan approval.
We the undersigned developer(s) understand that approval of
thi•= 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.
DEVELOPER DATZ
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