HomeMy WebLinkAboutSDP199200019 Plan - Approved 1992-04-09EXISTING SAN. SEWER ESMT.
D.B. 690 pg. 299, 302 plat
EXISTING CONCRETE
DITCH --
T
WOODRRI
TM 32G EN -
G \GNT
B
NEON AR
,
1 03
32G I p2.7 �
MARv,N D GR I
G,02-73'I
�M 32 COMBS
PAVE" G�
1
ZM 32G+ A ' ASS C
OODBR R
W
TM 32G - 02 - 71
DONALD V. CRENSHAW 1
1�
EXISTING MHO `
TM 32 G - 02 - 70
KELLY ANN WAUGMAN'
4: 1: a: 1: b 9: i. ;a. * .y
A I 2 5' I a1 11
y, .y :y .y ,3, •y 1. -1 J L 3. _i i_ y, .3. .3 '3. :': '. �- :3 :�. - . '�. .. .': J,
1190 WOODBRIAR ASSOC. i. l
\ \ TM 32G -03-83 " 1_��" I�'I
NOTE UNITS 9-12, IF CONNECTED i0 EXIST. 8" SAN.SEWER, SHALL
\ Igo 2� 3O \� �� \ -` U5E JADDLES MANUFACTURED BY SEALTITE, ROMAC, HARCO OR
AN APPROVED EQUAL.
13,
CRETE BUIL ING CO FEI—S, DECKS \ \ 484 `� `` \ ` ~
OR ANY �A TAF A STRUCTURE ��HH LI_ 0 \
H 0 WA ER SWER EASEMCD
ENT
I 5 .99 `
46 /0
WOODBRIAR ASSOC.
TM 32G PC L I
A 20' 'WIDE DRAINAGE EASEMENT CENTERED OVER ALL
DRAINAGE PIPES AND DITCHES SHALL BE DEDICATED.
T8
�LU
FINAL SITE PLAN FOR
BR ARWOOD - RR PHASe_3
RIVANNA MAGISTERIAL DISTRI� ��4/SJ1911111.
ALBEMARLE COUNTY , VIRGINI
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 8 R.W. RAY, INC.
CHARLOTTESVILLE , VA
BENCHMARK 8 SURVEY DATUM 1 TOP OF EXISTING MH 489.75
( ELEVATIONS FROM NATIONAL GEODETIC SURVEY )
ZONED : PRD (ZMA-79-32)
4g0
_- END OF EXISTING CG-6
--EXISTING EDGE OF PAVEMENT
EXISTING 8 x 5 CROSS
EXISTING G" GATE VALVE 81 PLUG END
( REMOVE PLUG & EXTEND WL )
- —END OF EXISTING CG-6
4C'__R/W
I
24' O IOLE CT.
30' B UEJAY WAY
TYPED BLOTTE
(SEAL COAT(BL JAY WAY)
\i 3/ -.1 (TY
CG-6 ( BOTH SIDES) - "
100* BIT. CONC. TYPE S-4 OR S-5
PRIME COAT
6" AGGR. BASE , ORIOLE COURT
12" AGGR. BASE , BLUEJAY WAY
TYPE I , 021 OR 1021A -
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 RE A
I N
R/ iW =
.935
AC =
17.57
AREA
IN
OPEN SPACE -
2.066
AC =
38.81
TOTAL
-
5.323
AC =
100
°/a
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
i
i
TYPICAL STREET SECTION
(NTS)
WREN gC/,/N v�,��
COR\�
BRIARWOOD "I I N CT
'i
o TtiF
a�
CAM SLOT s1T�
v 4bP `vv
� CT
STD
�FS
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VICINITY MAP
NO SCALE
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COUNTY OF ALBEMARLE
DEPARTMENT OF ENGIITEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
Revised: September 18, 1989
1. Prior to commencement of any construction within any existing
public right-of-way, including connectior. to any existing
road, a permit for said construction shall be obtained from
the Virginia Department of Transportation (hereafter
al,breviated ✓.D.O.T.).
2. All paving and drainage related materials, and construction
methods shall conform to current specifications aiJ? standards
of V.D.O.T. unless otherwise noted.
3. Erosion and siltation control measures shalt 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 jinsd 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 Virai;�ia
Manual 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 prior 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 DAT
REVISIONS: 5 - 14 - 92 SEWER ADJUSTED
11 - 4 - 91 DUPLEX UNITS
12 - 6 - 9 1 AS PER PLANNING DEPT. REVIEW ; RENUMBERED
I - 3 -92 REGRADED 70 [+0VICE -PEE i.,,NOPY'.
1 -23- 92 AS PER ACSA REVIEW
-25-92 DRAIN EASEMENTS
3-18-92 FORCE MAIN,FINAL S!T�- P1 APJ
DEPT. OF PLANNING (DEPT. OF ENGINEERING I DEPT. OF ZONING
ACSA FIRE OFFICER
-TT. a -
SCALE - 1 " e 20'
SHEET I OF 5