HomeMy WebLinkAboutSDP198900080 Plan - Approved Final Site Plan and Comps. 1989-10-12"
WILLOW LAKE BLOCKS P, 0 & Ai
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ALoEWAKLE COUNTY SERVICE AUTHORITY
DEPARTMENT OF ENGINEERING
oErxRTwcwT OF pLxHw|wo AND
COMMUNITY D[vB-oPu[HT
DEPARTMENT OF ZONING
FIRE opF|c[R
VIRGINIA DEPARTMENT OF HEALTH
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NOTES:
1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE
VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY
REFERS TO THE COUNTY OF AL8EMARLE, VIRGINIA.
2. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
'
PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTZON TO ANY EXISTING
ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM
V.D.O.T.
3. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION
METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF V.D.O.T. UNLESS OTHERWISE NOTED.
4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
5. 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 BETTER
ARE TO BE ACHIEVED.
6. ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION.
7. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED WHEN IN THE
OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE,
IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
CHANNEL.
8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
9. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE - CLASS III.
11. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY
WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PARE 1926).
12. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE
OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
` AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CON-
�RACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY.
13. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, BUILDINGS,
VEGETATION AND OTHER PERTINENT SITE ELEMENTS.
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14. �HE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS
UTILITY" (1-800-552-7001).
15. CONTOUR INTERVAL = 2'
16. OUTDOOR LIGHTING TO BE DIRECTED TOWARD THE SITE AND
AWAY FROM ADJACENT PROPERTIES AND ROADWAYS.
17. LANDSCAPING TO BE MAINTAINED AND REPLACED IF ANY
SHOULD DIE.
18. PAVEMENT TO BE: 1.5" S-5, 6" BASE STONE V.D.O.T. #21 OR #21A.
19. SIDEWALK TO BE: 4, CONCRETE 2,500 PSI .
2O. TRAFFIC PAINT TO BE: V.D.O.T. STANDARD WHITE, 4" WIDE STRIPES.
21. HYDRANT FLOW AT NEAREST FIXTURE: 1,O3�GPMat 20 F�SI
__
AT RESIDUAL.
22. SITE DRAINAGE SHALL COMPLY WITH THE REQUIREMENTS OF THE
COUNTY STORMWATER ORDINANCE.
23. ALL EXISTING WOODED AREAS SHALL BE PRESERVED EXCEPT FOR
CLEARING NECESSARY FOR CONSTRUCTION OF ROADS, DRIVES,
. UTILITY LINES AND DWELLINGS.
24. ALL UNITS WILL BE CONSTRUCTED USING WOOD SIDING STAINED
WITH EARTH TONES TO MINIMIZE VISUAL IMPACT.
215. WHERE NATURAL OR PROPOSED SCREENING DOES NOT EXIST, UNITS `
WILL BE ORIENTED TO FACE ROUTE 20. �
26. SINGLE FAMILY MULTI -UNIT CLUSTERS WILL BE DESIGNED WITH /
ROOF LINES TO APPEAR AS LARGE SINGLE FAMILY HOUSES
WHEN VIEWED FROM ROUTE 20. '
27. COMMON AREA, OPEN SPACE AND RECREATION FACILITIES WILL BE
OWNED AND MAINTAINED BY A WILLOW LAKE PROPERTY OWNERS
ASSOCIATION.
28. NO ON -STREET PARKING WILL BE ALLOWED ON ANY STREET OR ROAD.
PROJECT DATA
1. PROJECT NAME: WILLOW LAKE BLOCKS P, Q & R SITE PLAN
2. BOUNDARY & TOPOGRAPHY SUPPLIED BY GLOECKNER & OSBORNE,
INC. AUG. 4, 1989.
BENCHMARK: 3 NAILS SET IN 5" MAPLE TREE AT THE REAR AND
IN BETWEEN BUILDINGS "C" & "D". B.M. ELEV. = 513.25
U.S.8.S. DATUM.
4. OWNER/DEVELOPER:
WILLOW LAKE ASSOCIATES, LTD./REPUBLIC HOMES INC.
2780 HYDRAULIC ROAD
CHARLOTTESVILLE, VIRGINIA 22901
5. DESCRIPTION: TAX MAP 77E(1) PARCEL 1 (PORTION) AND 2
6. DEED BOOK REFERENCE: D.B. 521, P.41; D.B. 384/ P.588 (PLAT).
7. MAGISTERIAL DISTRICT: SCOTTBVZLLE
B. ZONING.R-4, ENTIRE SITE
V. PRESENT USE: VACANT
10. PROPOSED USE: RESIDENTIAL / SALE UNITS
11. MINIMUM BUILDING SETBACKS; FRONT: 25'
SIDE: 10'
REAR; 20'
12. NUMBER OF STORIES: 2
13. BUILDING HEIGHT., 30' MAXIMUM
14. NUMBER OF UNITS: 13 - 2 BEDROOM UNITS
15. PARKING REQUIRED: 26 SPACES
PROPOSED: 30 SPACES
' 16. PROPERTY REZONED WITH ZMA-84-01 WITH PROFFERS.
WE THEUNDERSIGNED DEVELOPER(S) UNDERSTAND THATAPPROVAL OF
THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY
INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.)
APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY
DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN
OBTAINING FINAL V.D.O.T. APPROVAL PRIOR TO THE ISSUANCE OF
BUILDINGCERTIFICATES OF OCCUPANCY.
DEVELOPER ------------------ --7-D-.~����---
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88-103-01
m -, EX. DI -36 L=6'
INV. IN 485.0
\' ��,• / INV. OUT 481.0
% FUTURE
f / , BUILDING
LOCATION
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RELOCATED
EX. PAVEMENT,
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/ \ E;C. S TOftPfi iMH F P �
` TOP 479.88 EX. TEL. TX. MH 28
\ N p, P'ED. TO BE OP 475. S.S
\ / Is , 1. I�! X75,80 ` NV -4N-464.09 (27) 8 �
INV. OUT 475.60 O FRE
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INV. IN 464-.��
,O• INV. 468.29
i G-2 20' T VELWAY
PED. TO BE
REGATED
PROPOSED
173'-6 D.I.P.
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- TOP -454.6
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INV. .00UT `4-46.69
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DROP INLET INFORMATION:
9)
DI -3C (L=12')
TOP 465,5
INV. OUT 461.0
DI-3BB'11- .0')
WOP EL. 471.0
INV'IN 459.4,4,(I;S.")
,INV IN „4,5!,5.3t`-'(24")
It�V' OUT455.2?..(24")
LEGEND,
CENTERLINE:, -- ----
C I �J.I-NG CCT! @bQ - 460- - -
S
f OFOSED CONT,,PUR j ,k..$
460
p OPERTY LINE,,CPL)e--- --
SflN I - RY SEWER LATERAL —SS -
B. M. BENCi MARK
DI = DROP I NLET�,:
F H A"= FIM�E I-IYDPANT ASSEMBLY
GATE VAL'1E
LF LINEAR FSE°
fMH MANHOLE.s.
I NlORCED. CONCRETE PIPE
{T„ B R. = TO BE-. REMOVED
TEL'. PED.= TELEPHONE PEDESTAL
WATER ,L -I
TN
W.1 M. = Wip,,'3`�EFi i°IETER
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CLASS A3
CONCRETE
SLOPE TO DRAIN
CONTROL JOINTS
EVERY 5' - I" DEEP COMPACTED FILL OR
-.25' WIDE UNDISTURBED SOIL
,_ SIDEWALK DETAIL.
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EX. BLOCKS K L M N O
i I 2 3 4
3 4
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L- "\
-f JhiPl. I -H I 1-I 11-1 ,'
ARE NOT TO BE USED
AND IF E"'POSED AND/ OR
DAMAGED MUST BE REPAIRED
AND PLUGGED WATERTIGHT.
k'q BENCHMARK: 3 NAILS SES- IN U" MAPLE TREE AT THE REAR AND
IN BETWEEN BUILDINGS "C" r „D,,. E.M. ELEV. = 513.215
U. S. G. S. DATUM. _
EX, TEL.
- __-_ ---- -- - - -- - - -_ PED. - --- -
480
.F, - _ - - - 4
-- -�PED, - __ ---
_I�J�RN_ __- -- --
0 D ---- - -
_ 470
_ -+ 467.45 -- -----
E -X -TEL. -
PED. -T0-BE
fl SP. X10 EA.=1 10 RELOCATED - - 460
21.17' ?1.17' 2 .�� 33.33` - - - - - -
TOP 427.78
INW. IN 424.28 (4" P\
IN\V. IN 424.18 (8" PV
IN\V. OUT 423.98 (8"
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,SEWER EASEMENT
SCALE
2O''.
DAT E
8-23-1989
06
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JOB NUMBER
88-103-01
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