HomeMy WebLinkAboutSDP199500115 Plan - Approved Final Site Plan and Comps. 1996-10-03GENERAL CONSTRUC11 M N
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT 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 OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND iSHALL 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 BETTER ARE TO BE ACHIEVED.
5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION UNLESS
OTHERWISE SHOWN.
6. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ).
10. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB
SITE AND REPORT ALL INCONSISTANCIES TO THE ENGINEER AND/OR AIRCHITECT.
11. OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT
PROPERTIES AND SHIELDED 'WHERE NECESSARY. LIGHTING SPILLOVER ONTO
PUBLIC ROADS AND PROPERTIES ZONED RESIDENTIALLY OR RURAL ;AREAS
SHALL NOT EXCEED ONE-HALF FOOT CANDLE.
12. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
13. 1N.LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED
POLYETHYLENE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING
TYPE PB-I.
t a •
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
2. 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 CONTRACTOR SHALL ON HIS
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983. AS AMENDED JULY 1, 1989.
4. ALL ELEVATIONS ARE BASED ON U.S.C. AND G.S. DATUM.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY "
( 1 800 552 7001 ) .
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND,WATERLINES, ETC.
7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES
SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY,
EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT OF WAY OR AN
ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO
BE DEDICATED AS A UTILITY EASEMENT.
B. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE
1/2" THICK THFRMA CFI PTPF TNSIIIATTnN TN R' Y A' SHFFTS eq
F !'N A L
SITE DEVELOPME,.N."'I" PLAN SHOWING
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Ems►± PROF �rU�JI� W FIELD
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s Comforter
December 11, 1995
Revisions
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INSPECTIONS DEPARTMENT FIRE OFFICIAL
ZONING DEPARTMENT
10 (.
ALBEMA COUNTY SERVICE AUTHORITY
PLANN NG EPARTMEN
. I W 4
3 46
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTA1ION
VIRGINIA DEPARTMENT OF HEALTH
144
WE THE UNDERSIGNED DEVELOPER (S) UNDERSTAND T-AT A==
OF THIS, PLAN BY THE COUNTY OF ALBEMARLE DOES ti__
NECESSARILY INDICATE VIRGINIA DEPARTMENT 0= TPANq_P_='A'._A,
( VDOT ) APPROVAL OF THE PLAN. APPROVAL O�- T--= Z�_A�, '
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
BOTANICAL 8
HEIGHT AT
TOTAL HEIGHT
TOTAL WIDTH
AREA OF QUANTITY
TOTAL AREA
KEY
COMMON NAME MIN.
CALIPER
PLANTING
IN 10 YEARS
IN 10 YEARS
CANOPY
OF CANOPY
7
r/
P 1 N U S STROBUS
4. 5'
24.5'
12. 3
1 1 9 S.F. II
1309 S.F.
c-
EASTERN WHITE PINE
CORNUS FLORI DA
DOG WOOD 1
1/4"
7
1 9
1 4. 1
155 S.F. 2
31 0 S.F.
L
C E R C IS CA NA DE N S I A
1
1/4"
7
2 3. 7
2.5'
3 96 S.F. 3
1 1 88 S.F.
EASTERN REDBUD
.2
CUPRESSOCYPARIS LEYLANDII
TAX &4 P
L r 4
LEYLAND CYPRESS
4. 5
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7 .8
4 7 S.F. 1 0
4 7 0 S F.
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A C E R SACCHARUM
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6 72 S.F.
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7. 8'
4 8 S.F. 14
6 7 2 S. F.-'-----------------
♦
q S EREMAINED WOODED AREA = 5,625 S. F. I TOTAL CANOPY AREA = 4,621 S.F. j O T
TOTAL CANOPY PROVIDED = 10,246S.F. 11 i �`\ �T L �• cotlnGe
REQUIRED CANOPY COVERAGE = 4, 552 S.F. j �\\ [- Pro><' t-Entr° TAX MAP 45 PARCEL 90
�r e CHARL IE 8 GENEVA ANDERSON
SANITARY SEWER STRUCTURES
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• ��JJ S/eeve Traffic 41' t • • • • • • • • • • • • • • • • • • • • �••'b-• • • • • -_/' E -
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,Q /•- Thorp/et/on of Ft�ood eremovedupon, - �..-l---------------'� \ ' OCT 11 1"6
\ _ ,
the s/icont sho/b�oof Drive / %' t� _ -�- _\� Exist 30 Waterline
I ewo/,F eP/oce
AMEMARLE COUNTY
q a 9u t t er i f °nO/or curb _
R/ w Ma r g i n W � i- --- NG DEPARTMENT
�. merge d• S 1 T E
D BENCHMARK
Top of Fire
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N O T E Ma,g,n v
PHA SE ONE TO / N CL UDE
PROPOSED GRAD//VG AS SHOWN --
5 - 0 wa I k
Top of finished
December 11, 1995
Revisions
J
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2tL-e.I tt.7 Le/ L. 4
ON TH/S PLAN FOR PHASE TWO,
PHASE THREE 8 PHASE FOUR
Class A 3 = paving slope
slope 1 /4"per f t. 2' yl 4 2" R
Concrete y
4 ••
Compacted f i ll or
undisturbed earth
6
TYPICAL
SECTION
P A RK I N G LO
T S
I DE
W A L K
PLAN PREPARED BY :
B. AUBREY HUFFMAN & ASSOCIATES, LTD.
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
CHARLOTTESVILLE VIRGINIA
WOOD BROOK
D R / V E
(75'RIW)
P L A N S C A L E
( contour i n t e r v o /
= 20
SHEET 2 0F 9
i
W
O
O
O
O
O
3
560
ICI
N
53O
W Y-
U O
W Z _.
p V O _-
W �
ac O
.6 5 20
�C
L16 m -
0 Z -- —
Z --
SITE BENCHMAR K
Top of Fire Hydrant
EIev. 538.43
U. S.G.S. Datum
3
\
a .D
R
LQz
4J
Tax Map 45 Parce l 93 A I
Berkmar Land Trust
D. B 1495 - 103
I■
arms
MEMO- M-
01,0 Of5o /1,0 It50 2,,,0
•1
SANITARY SEWER STRUCTURES
K E Y T 0 P
I N V. I N
I N V. 0 U T
B 5 35.2
5 2 5 20
525. 00
C 5 370
530.00
STORM DRAINAGE
STRUCTURES
N0 TYPE L
TOP
INV. I N
INV. OU T
7 D I -3B 8
5 35. 8
530.25
530.00
60 ' R/W
�2.5'
I`
2.5
//4
/' CG-6 //4
//4 CG-6
PAVEMENT
DES/GN
CATAGORY V
\\v
R
SUBBASE 5.5 "AGGR. BASE TYPE /, SIZE 2/8 w/ UD-4
B A S E - 5
ASPH. CONCRE TE , T YPE BM- 2
SURFACE /.
5 ASPH
CONC TYPE SM 24
NOTE /F AVG.
CSR OF 10 /S NOT OBTAINED ADDITIONAL
ASPH. CONC.
TYPE BM - 2 WILL
SE REQUIRED
T �
0
o
C'
o
co
�
•
w
tir
x
r
C
e
r
STAG ✓ N 42° O 2 3/ " W N a
[ / TX. STAA
J.90.92 V ICI NIT Y MAP Ir 2000r
W I-
N
J =
BELLif)!� / RIVANW008 r" "E HAVEN I a�� " _
N 5'N,N000 OR - W j J
RIV�NW000 J RIDGE W
r o n c e LOCK IDGE �9 HIL
Riv
cc srA 4S. 76DR c�° ��' I Shop Cr V J
1.15. 91 / V p
Approx. Location C
Future Enlrance \, ,� ,�R ANN /; / 29 _
65
g t O �{ ac
a
Tax Map 45 Parcel 9/ %� ��°o Za <
W/ //lam W Steven s on , '.� O __
a
SS/NG D. B // 2 2- 3 85 ♦ / = O
GALE B ASSOC. 1 o 4N�� J 1L J cc
ii o
o
SQUIRREL It ILVTUUUU M JUL e
h t to"00M W _ W
GREENFIE Rio ill o Woodb � IIIt O O
_ _
Q f Shop Ctr oe �� JOD RQOK . O J
o t I 9 _
O �.= 31 �� 5" Urban Area q `�►ro g '�'a► D ��q
1 I < �� �O FOURS ES (Site) The�ab'c V°ar ��r►N��y��i V i'
O p- o"SEASONS �p Garde p I LD8 ON - 4J W
s� Seminole! �p Shop Ct? J Z W
Union _ <q m F�
Bm� I 65 r m o
or skt` 0' /i \ / S are < d O O
74 � B KE 11 hop `�o tir. W J
`b�1E+F� BERKMAR Ctr �%�` J J ic
/ ,G 11j{yN € v ' %W A' �i �� Ny - MINTPEE t
P L ,4 N S C A L E: / = 2 0 U O�`�� � h It "41` Fashion `*� �F�f y s co �Df z 3 m V V
OAt�c �
!CAM uar
q
S e
dr M Mall ? ?'RAINTRE`r.
-- -- -- - -- - _ - __ R. 0 -fLL
_ A �- o _t-z - - - -- -- -- ---- --- - — -
- - - -- — - --- - -- 560
- - _- _ 540
- -- - -- -_ _-- --
ootnrry a 111.E ua -- - _ - rdrail io-canon where s a+n her ware oxiwa _ -
D ARTMENT ENG NO ct len th loca ion and r
- - -
4 / 5 PEP - --- - - - no
L-
- _- ____ .. ___. POSII] PUBLIC EDZ uardrail ea Iold n�..r `lied a- locatio tuna ■ �v1un in tl�e
he of
- ---- -- vlsedr ch 1, 1 92 - _ - --"- --- -` LAM O O.D.O.T , the Di ector of ngineer nq or h� -
- -- - -- _- --- - - -- - - ----- - - - -
esignw, t is de d nets nary. whgn quardr it is re i�
- -- -- - '--- — --- t ahali instal d four 41 feet tfset fr the -- 5 3 0
- - r Sala o! r to
-- - - - - _ _ - _ 1 be fse - - - -
q eased ■even 7} t�
the of
- _- -- -._- -. _ _ __-- _ re n cross actions e 1 sta
- - - ---- ---- - . II. a us>, in r n
-- -- - - - - -- 2a_. sior to orwaenc nt o! cons tru ton wi -n any a ate_ _ivswaY ntrances shall c forty to
lic r ht-of-w ncl n con do nq
i n nto n axis
- o Thi -dLi o -_
a or � s a o a ne r ass actions re ns a a ees ent a
D.O.T. a pl as taay accurst y zeflact tAi - - antes all. co form TD- .II.D:F.- _..a. -
quir s of thperadt. tlhere Yarn aciea e>.u'- - -- -- - ---
{ - - - - -- requ eawmts !ht shti - -�i. ved, rip -rap or abiliza ion nut fined dit as? be
- -- ---- - --- -- ----- ------ --- -_-- squired st"il ■• a Ara nage the 1 when in the pinion
J'If
-- - - - - - - - - - - -- _ - -- - -- _ -Me - deems a
- --
tify t = at of in_eeri �29 4 _ d ne --
vance t o£ c tructo 3i. ■minimum clear zo a of ten (10) feet from t edge of
- - — - - --.
vement hall be ntaine on all eaidenti 1 subuy ___
1"�ieti aIi ana onstruc on sieth s shall onfFoiw - - treeta. Addition 1 clear one may re it
T. All no data r o f r es qn
cavati !or und Frground ipe Installation at cal-
- - cti -- lianc w - - --
-----im pavement diA oulder
� su on ndus Cl9:7 "-�-" lth th min um p ems t wi s
_- -- __ _ --- -- _ - ---- I - ----- 26}r --------- --- - ---- --- --- - - - - - ditch sections as show I on the cal vemeaTofi
-- - - -- -_--- -_ _ - tail, a 11 be r etl t ons vtI 7rOt be
- -- - --- - - -- cco -pp rovi I erosion.c
inata lad JWJW_tIIJay satiny, grading _ - _l4:_ coma etl road ay cons
onstruc on. _ _ - - _ - _-_ i no sh 1 be ins alled by the devo Des at a
-- -- -- - --- --- - - --- --- - - - - . _ ._ _ _ nt rae and t instal anon
_T e c one. Si a seof
6. Pon cao letion o f5iia i in and -- - - ---.
rnoq q prepirat oa o t form t "Albenla a Count street awe Sisi Aa it nt "
aIIEeII- , conx:bs hsible r wa n ante of Lhe
! rforme on the rade oil. Th a tl1 pies of - gne un 1 the ro As have een ace is the sta--------
---. _---- ----- ------ ------ result. hall be bmittedto the
_ -- --- --- - aR Of I Or q ea sr Is i le, a ! Pa «nen4-- -- - --- _ -
_design a All be by t design agiaear aubaltted app oval subject fiaal i p]aE
-- - - --- -- ----- -_ - -- - -- -- - -- - -- - _.. _- _ __ _ _ } j0 of L
_ ____ _ _ _ _ _ _ ___ _ •. - and mule ed. turbed a eds are o be fer 111s_ed ceded hall be ulliand oideco
0 all slop s and di -- _- r ton ttae �p v ha plaaa-
mum allo able fit or cut - Ti 'I.
--"- where re sonabl btainabl lesser to-- --
y Y Pea r 3g ttei• 1t fie Hirai o other to ulatory igns or arricad aTu1T
"- are to achieve _ ---- ----- ---- ------ - instal ed by t develo r when, �n the O 1e2fbl a------
----- - ----- ---- -- - -- - - -- destahca;_
--- ----- - -- -- - _- --- ---- - - - --i.-rface rains nd Sscha _.-_-_
9e Pipe r swat 1» - esaaz Sn orde to prov1.safe and conv
the publ c right way or within e Lsements xi to. 11 ■iun or otherirequlat y devices shall -ape--
- -- - - --- -- - - --- ---- - - - _-_ - --- ccePtan a by y.D O.T. -(A dza nu ate te.
be exten ed to bo LLLt on.
_11. Allcu n e s s a a 2-inch a e an reference a nc rk.
t t romote ositive drains the IiC: P P 9
-- - - ---- - - - ---- - -- yard
- -_ - _ - -- net term of n final
T e ns Ow aappr
- -- - _--- -- -- -- should de i ed to f �
- _ _ - ---- final-aeeptance A the pt I,ject.----
-- -- - -----
VE
2t~50 3t0 31,50 41,0 4t50
HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
""**)ftft ems*
PRINTED IN U.S.A. Sheet N o. 3 of 5