HomeMy WebLinkAboutSDP199200050 Plan - Approved Minor Amendment 1992-07-29 (2)I ,I
EXISTING SAN. SEWER ESMT.
D.B. 690 pg. 299, 302 plat
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NOTE UNITS 9- 12, IF CONNECTED i0 EXIST 8" SAN.SEWER, SHALL
USE ADDLES MANUFACTURED BY SEALTITE ROMAC HARCO OR
4OE_ � � �� ,\ AN APPROVED EQUAL.
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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 8� R.W. RAY, INC.
CHARLOTTESVILLE , VA
BENCHMARK 8► SURVEY DATUM ' TOP OF EXISTING MH 489.75
( ELEVATIONS FROM NATIONAL GEODETIC SURVEY )
ZONED PRD (ZMA-79-32)
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
3o 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
' (� EE 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
COUNTY OF AL➢EMARLE
�M RGCNB�` `, \ \ „/ \ DEPARTMENT lj NOTES
FORISI
A G I I n R10
E
J END O F EXISTING C G- 6 G� Ra Revised. s p ember 1, 1989PLAt7s
_ I, CONSTRUCTION NCYPES FOR SITE
NE / I \ - --EXITING EDGE OF PAVEMENT 1. Prior to commencement of any construction within any existing
- — - - --
>blic ri ht-of-way including connection to any existing
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road, a permit for said construction shall be obtained from
the Virginia Department of Transportation (hereafter
ahbreviateu lF.D.O.T.).
`� /- —\ — _._EX I ST i NG 8 x S CROSS
2. All paving and drainage related ma erialr and construct on
i ,` _ t
i O L - �_
I � methods shall conform to current specifications and standards
' •'., of V.D.O.T. unless otherwise noted.
EXISTING 6" GATE VALVE 8r PLUG END
. Za �� Iq \' - ( REMOVE PLUG 8r EXTEND WL ) 3. Erosion and siltation control measures shall be provided in
32G-p2 KA�E ` I I I \ s� ;n _� ----END OF EXISTING p Y g, e
M G I 1 \ 6 % 4 _ accordance with the approved erosion control plan and shall.
)KDU E\ �� CG - 6 be installed prior to an clearing, grading or other
� construction.
40' R/W
4. All slopes and disturbed areas are to be fertilized, seeded
1 } I i �'+j �\ --��� and mulched, maximum allowable fill or cut slope )a 2:1.
�} I 1 are to be achieved.
F 11R AC 2 \ 24' B UEJAY WAY Where reasonably obtainable lesser slopes of 4:1 or bettar
30
/ I \ I PSI. 5. All drainage inlets shall have a 2-inch local depression.
_- TYPE D BLOTTE 6 7 SEAL COAT (BLUIrJAY WAY) Paved or rip -rap linad ditch may be required when in the
/ ( I opinion of the All,4�!marle County Director of Engineering, or
�S I \ �p� 3/8" 1 (TYP his designee, it
is deemed necessary in order to stabilize a
drainage channel.
I I 1 1 fi�l�� 2
G.02-73 \ I / 9n( I' ��r 7. All traffic control signs shall conform with the Virginia
14anual for Uniform IOO�tt BIT. CONC. TYPE S-4 OR S-5 Ai}� Traffic Control Devices--
, latest editlon.
�r11 GpM 1 v CG-6 (BOTH SIDES)
{� ,.- 8. Unless otherwise noted all concrete pipe shall be reinforced
` , \ 2 1 concrete pipe - Class III.
I PRIME COAT TYPICAL STREET SECTION a
.• \ I All excavation for underground pipe installation must comply
{ 41'i i'Sj 33F;_( ('t `1' 3i 2 6" AGGR. BASE , ORIOLE COURT ( N7S ) with OSttA Standards for the Construction Industry (29 CFR
i F,
' 1 x Fi N F '� t I i (TYPE I , W2 BASE OIt � A
AY WAY Part 1926) .
'VI A N E Nl D A I I addition to the above notes the following statement must be
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1 NOTE A 20' WIDE DRAINAGE EASEMENT CENTERED OVER ALL
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' , fMAINAGF VIPE`+ AND DITCHES SHALL. RE DEDICATED
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