HomeMy WebLinkAboutSDP198500053 Plan - Approved 1985-11-12VI C I N I T Y MA P
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MAXIMUM SLOPE OF I" I
ALONG SIDEWALK TO HANDICAP UNIT
-- Temporary End Hillsda le Drive
Pending Extension By Adjacent Owner
ROOF DRAIN COLLECTOR- 6"CORRUGATED POLYETHELENE TUBING —
EXI STING CONTOURS 502 �
PROPOSED CONTOURS 98'—'
PROPERTY L I NES —
EXI STING SANITARY SEWER
EXISTING STORM SEWER -------_ --.:_—
E X 1 ST I N G WA T E R L IN E
PROPOSED SANITARYSEWE R
PROPOSED STORM SE W E R-•.—.� __� _
PROPOSED WATER LINE
PROPOSE D DRAINAG E STRUCTURE E�]
(%�,
PROPOSED SANITARY SEWER SERVICE LINE
-- SS —;.--
WATER SERVICE LINE AND METER ---�
—
DENOTES DUMPSTER LOCATIONS
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SEE ARCH PLANS FOR DETAILS
INDICATES TOTAL NUMBER OF 6*RISERS WITH
SPOT
ELEV. BEING BOTTOM, SEE ARCH. PLANS FOR
DETAILS )R
PARKING LOTS AND DRIVEWAYS TO BE
6"AGGRECA TE BASE MATERIA L
WITH 165 Ib/SY S- 5 BIT. CONCRETE
PROVIDE SHOP PAINTED IRON RAILS AT ALL
LOCATIONS OF STEPS THAT EXCEED 2 RISERS
CONIC, BUMPER BLOCKS ARE TO BE PLACED IN
PARKING S7ACES ABUTTING SIDEWALK
MAXIMUM BUI LD I N G HEI GHT 35 FEE
T
BLDG. NO 43 WILL USE RELOCATED DUMP TER AT W. END OF CASTLE COURT,
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SITE PLAN FOR SECTION THREE
CHARLOTTESVILLE MAGISTERIAL DIST.
AL BEMARLE COUNTY, VA.
DATE' SEPT. 27, 1 9 85
OC TO B E R 18 , 1985 ADD HANDICAP UNIT, MODIFY
SIDEWALKS ON BLDG. 42 &
ENTRANCE WAY TO BLDG.42
PARKING
OCTOBER 23, 1985 SITE REVIEW COMMENTS
AA
A A, /14 1 , jwll ;,.S:) 11
01Or�:4 s
SITE DATA
)WNER AND DEVELOPER : Weinstein Associates
2717 Willard Road
Richmond, Va. 23229
ZONING : R- 15
LEGAL DESCRIPTION : Tax Map 61 Parcel 1290, Part Thereof
;OURCE OF TITLE D. B. 553 p 541
NUMBER OF DWELLING UNITS 47
A R E A . 4.549AC DENSITY 10.33 DU/AC.
PAR KING REQUIRE D : 94 Spaces PARKING PROVIDED : 94 Spaces
RECREATION AREA REQUIRED FOR 159 UNITS IN SECT. TWO AND 47 UNITS 114 SECT. THREE = 10, 300s. f.
RECREATION AREA PROVIDED : 7200s.f. TENNI S COURT, 4000 s. f. TOT LOT, TOTAL II , 200 s.f.
3UILDING COVERA G•E 1 9 , 8 56 s f. 10 %
3EDICATED STREET R/W 38, 855 s. f. 20%
PARKING, DRIVES, WALKS 41, 800s.f. 21%
'-AWN, OPEN SPACE 97, 6 4 3 s. f. 4 9%
A LL STRUCTURES IN THIS SECTION TO BE CONSTRUCTED I N ACCORDANCE WITH THE CONDITIONS SET
I-ORT H FOR USE GROUP R- 3 / 4B
.ANDSCAPING WILL BE MAINTAINED BY THE OWNER AND REPLACED IF ANY SHOULD DIE
�Nf OUTDOOR LIGHTING TO BE SHIELDEDAND DIRECTED AWAY FROM TRAFFIC AND ADJOINING
PROPERTY
ROUD14BUSH, GREENE & GALE, INC.
A PROFESSIONAL CORPORATION
ENGINEERING, SURVEYING AND PLANNING
914 MONTICE! LO READ
CHARLOTTESVILLE, VIRGINIA 22901
804-977— 0205
SCALE: I" = 40'
FILE: 3 660
SHEET 1 0F 4-
Branch Iands / Herltog a Acres FUTURE EXTEN SION I RW RW
6
\fix o b I �� B Y OTHERS "------- - 50 R W
Preformed Bit Joint Fiiler
, K
I"perft. -1 4 I/4 Per ft or _` ft ?boy
0 sidew Ik CS-6 i su pe relevate wher shown - CG- 6
HILLSDALE DRIVE Pay. Cat VI Pavementand Base
NOT E' r I, Slope sidewalk I/4"per foot to street 12 A99r. Base No 21 or 2 1 A
e
Ex ce s� mpor ry �, 6" Bit. Conc., Typ a B-3
1651b. /SY. Bit.Conc., Type S- 5
0 PG s ° `L^� .ti
r t �e rL°' ° `� rL - 50' R W --
T hi �5 Q Stock �� G
bra Ora 4 //' Ex Pi / e Q Typical /5 ' \ I 5, 2
lg O O O Mot c o v o t e d o f 0 \�� shownon plane cone. CG- 6 2 0---------- 20' -
-------------Q \e��¢ A ?6 74' Are e� o / \, I"perft sdewal I----i/4" per ft. CG-b' I"/ft.
er d o _
� �Q �' R= 4 0'
2
To Cat V I Pavement and Base;
3 G L Z 0 \GxfC `% 6' \.
P(oP Gvg4 g1 g0 /� �5, LO dl as ®/C�' p, M A L L DR I V E 12 Aggr. Base , No. 21 or 12 1 A
?,0 15 0 0 V P D 6" Bit. Conc., Type B-3
\ o I, I `g �(� Q R W 165 Ib/ S Y Bit. Conc, Ty pe S- 5
r/ �20 o I m �� PG \.9 L0CAT1 R IW
�92� �! ���, 7CURB. CUT EON 0
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\\g a I �0 9-i. . i i 5 1.O0 Flo 1 la �� o P� DE FERMI N E D C E S T O 8 E o
A ♦ U l 3 o t` T� o e p) \ �4; NcN �t 0 T T I M I c C�
I b � E TYPI CA L STREET SE CTI ON S
Yi 2 l Of �'S' 83 63 SITE T E O F o i L
2�2 Exist 91.�2 ✓�d83 , 6 i PLAN S B c
\�0 -�I I N i �oP 5n °8a81�_ San _ �yy�0�,t aS THIS ARd1 SSION FOR
QJ I jy / ,St MN \��.v Opt Ac SeW=�\ \�v 0 EL J �II�
wg N5%� �� N �.2 g - 3G PROF NPC'� ��� R.25 ���r
NPG�E oRP �� o e a _��� P LA N
g0 RAC S1't ��. � � a � R- I M� P� � �
o- ° a I =k' / 4 P 4g6 \ �5 R18 �o E 0 ON \ A "� ,2S / x. t l�9 6 o w I
ao �- f- ���. \ 5� 0�4 gE 1 FOR 7���� �_ ` ( f:/��5.�6g.2 94 u ill N SCA LE' 14Q,
o
NOTES G o Xji 0\i30 \1� �P4F-3 �S��� pEjA\ R_25 R�, 2/0�6��g�� 3g� ` �n� O,` 2 li +�5�
IF C.B.R.-10 IS NOT OBTAINABLE, UP TO 6 SELECT MATERIAL OPL % - - \Z - - - � I/c c° o _ I �o�
MAY BE REQUIRED. 1�LS o �' -- c G
N c Exist IS°RCP an 1.6°°'° ° -- _ ti °'���22 o N i�� ¢�v °t PLAN AND PROFILE FOR STREETS
5 III
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO Q \� /�_ —� _ — - Z 46� 15 RCP _ / o� Po �O
CURRENT SPECIFICATIONS OF VIRGINIA DEPT. OF HIGHWAYS a TRANSPORTATION Q \ -c --- `+�� -_ Re d �D ¢ R
_ __
i - --- \ 1"F-2 15" CP - .o on L 2 0 9d N28a56'!2" NI
EROSION AND SILTATION CONTROL SHALL BE PROVIDED WHERE NECESSARY, r E3 O v `- 6j o P r JS/O "'i N II 6 6�5�
THE FUTURE DEVELOPMENT OF PHASE 2, SE CTI ON TWO
PRIOR TO CLEARING, GRADING AND CONSTRUCTION. r- �-
RCPoutLEat3► a Inv63 L _ 6 3x$1 �' tl 11
ALL SLOPES AND DISTURBED AREAS TO BE TOPSOILED ANDSEEDED. S QU I R E HILLS
Exist . 15 F \ - � In �
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN \ t%y 48$59 ��
EASEMENTS PRIOR TO ACCEPTANCE BY V.D.H. aT. D1 Is INV�9a is, \\i - CLtRe / I1 I o�d
U.D-3 AS PER V.D.H.aT. SPECIFICATIONS. I % / �_ I\ --„ RCP tP e�exist. temp I�� �? A L B E MA R LE COUNTY V IR G I NIA
��6'61",ure w/M.H.- I INV. 473.92 IN �\ e
SIDEWALK TO BE LOCATED OUTSIDE OF STREET R/W ON st INV 473.81
ke
G
,` Q� / \ X; . ?O tis� .s� 5
\�� \ .Qo\8\
SOUTH SIDE OF HILLSDALE DRIVE. / �"
�V Gj�' } 5 �xis� V\� o�� t
GUARD RAIL MAY 8E REQUIRED ALONG � � t�, O 2 i I ��
MALL DRIVE IF DETERMINED �'�.�� \� (� INv 477.7I B.M.- Pointed Square, Back
NECESSARY BY FIELD INSPECFI \ / COf. Top of 0.1 486.24
a
S� / R OUDAB U ¢ SH, GREENE & GAL E,INC.
\ /
15ft. Drainage Easements Required As Shown. A PROFESSIONAL CORPORATION t\o �,,
I \\ INV. 469.0 Engineers —Land Surveyors -Land Planners
5QJ Charlottesville, Virginia
HIGHWAY FEDERAL AID SHEET 4
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
�7fterrrnl� ,
PRINTED IN U.S.A.
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