HomeMy WebLinkAboutSDP199200019 Plan - Other (not approved) Final Site Plan and Comps. 1992-04-09a
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KELLY ANN WAUGMA
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A 20' WIDE DRAINAGE EASEMENT CENTERED OVER ALL
DRAINAGE PIPES AND DITCHES SHALL BE DEDICATED.
SITE PLAN FOR
BRIAWOODR- P.R.D. PHASE 3A
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY , VIRGINIA
DATE : 83-19-91
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 a RX RAY, INC.
CHARLOTTESVILLE , VA
BENCHMARK & SURVEY DATUM , TOP OF EXISTING MH ; 489.75
( ELEVATIONS FROM NATIONAL GEODETIC SURVEY }
PRD (ZMA- 79-32)
END OF EXISTING CG -6
EXISTING EDGE OF PAVEMENT
.EXISTING 8x6 CROSS
EXISTING 6" GATE VALVE a PLUG ENID
( REMOVE PLUG 81 EXTEND WL )
END OF EXISTING CG -6
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 , :r21 OR *t?(A
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
°/¢
AREA IN R / W
= .935
AC =
17.57%
AREA IN OPEN SPACE
2.066
AC =
38.81
%
TOTAL
- 5.323
AC =
100%
TOTAL UNITS = 24
GROSS DENSITY = 4.51 DU /AC
TREE CANOPY CALCULATIONS - ORIOLE COURT
CANOPY REQUIRED = 0.15 X 53813 SF LOT AREA= 60072. SF
CANOPY' PROVIDED= 9113 SF TREES TO REMAIN AREA X 1.25
BONUS FACTOR = 11766 SF
TYPICAL STREET SECTION
(NTS)
.,.h:tu•,t9r,.
MAR 2 0 1992
PLANI',�ING DEPT.
COUNTY OF ALBEMARLE
DEPA,RTIiENT OF ENGINEERING
GEITERAL CONSTRUCTION NOTES FOR SITE PLANS
Revised: September 18, 1989
1. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing
road, a p(,rmit 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 otiterwise 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. Ali 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 dined 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
16anual 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 OSHA 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 pian approval.
We the undersigned developer(s) understand that approval of
thin 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 anyway relieve me of my responsibility in
obtaining final VDOT approval prior to the issuance of
building permits and/or certificates of occupancy.
DEVELOPER DAT;
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U.S.A.PLAN DISTANCE P R �O F I L E PLATE 1 PLAN -PROFILE D. P, R. & R. E. STANDARD
Phase-
S'wIGHT ,, 3B & W
MUNCASTER ENGINEERING 8� COMPUTER APPLICATIONS
D4ETZGEN CORPORATION
i'SiIWTED Its US.
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VISIONS
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DATE 1--22-92
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SCALE _ 5°i H SHEET IA OF 5
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30 OF
U.S.A.PLAN DISTANCE P R �O F I L E PLATE 1 PLAN -PROFILE D. P, R. & R. E. STANDARD
Phase-
S'wIGHT ,, 3B & W
MUNCASTER ENGINEERING 8� COMPUTER APPLICATIONS
D4ETZGEN CORPORATION
i'SiIWTED Its US.
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DATE 1--22-92
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SCALE _ 5°i H SHEET IA OF 5
PLATE 3 CFZ(.')SS SECTION 0. P. ri. a s-rANOARO mr-v I,--) t U. I - 40- �fe A(; 5A
MUNCASTER ENGINEERING 81 COMPUTER APPLICATIONS 3-18-92 1 20 H
BRIARWOOD Phase 3A rjjF:TZCEN coRporION DATE -12-6-91 SCALE : it = I SHEET 3 OF 5
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