HomeMy WebLinkAboutSDP199000003 Plan - Approved Final Site Plan and Comps. 1990-01-25GENERAL CO N►STRUCnQN NOTES FOR SITE PLANS •
COUNTYOFALBEMARLE, DEPARTMENT OF ENGINEERING
REV.9/18/89
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.0-T.).
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS
OTHERWISENOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL 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 BEACHIEVED.
5. ALL DRAINAGE INLETS SHALL HAVEA 2-INCH LOCAL DEPRESSION.
6, PAVED OR RIP -RAP LINED DITCH MAYBE REQUIRED WHEN IN THE OPINION OF
THEALBEMARLE COUNTYDIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZEA DRAINAGE CHANNEL
7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM VVITH THE VIRGINIA MANUAL
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).
F
SITE DEVELOPMENT DATA
LEGAL DESCRIPTION:
Situated near the Town of Crozet in Albemarle County, Virginia. TAX
Map 56, Parcel 67. Preliminary Plat, division of 9.407 acres, Lots 1, 2,
and 3 portion of the Harlem Properties. On the North-East corner of
State Route 240 and Parkview Drive.
NAME OF DEVELOPMENT: Crozet Veterinary Care Center
OWNER: Martin Schulman, V.M.D.
PLAN PREPARED BY: E. John Knapp, AIA
2801 Fish Hatchery Road
Madison, WI 53713
TAX MAP: 56, PARCEL: 67.
ZONING: RA (Rural Area), SP-88-60 for use.
VARIANCE: Setback variance granted (special use),
MAGISTERIAL DISTRICT: Whitehall,
COUNTY: Albemarle, STATE: Virginia.
BENCHMARK REFERENCE: B.M.-665.5, Top Post Gas Line Marker (St. Rt. 240)
SOURCE OF TOPOGRAPHY AND SURVEY: Wm. Morris Foster
Land Surveyor
Nellysford, VA
August 24, 1988
BUILDING SETBACKS: 25 feet from gas line to the west.
' 100 feet from new property line to the east. Note
that 2.00 acres is being added from this parcel
(TM 56 P 67) to the adjoining property.
75 feet from highway right of way (Route 240).
Highway right of way is 25 feet from the centerline
(Virginia Department of Transportation,
804-296-5102.)
100 foot setback for all building and septic field
from the creek on the northern aspect of the
Parcel.
PROPOSED USE: Animal Hospital, MAXIMUM ACREAGE OCCUPIED: 9.407 ac
PERCENT OF OPEN SPACE: 95A x ACREAGE OF OPEN SPACE: 8.946 +
MAXIMUM SQUARE FOOTAGE: 3,100 S.F. of building area.
MAXIMUM FLOOR AREA RATIO: lx LOT COVERAGE: 9.407+
MAXIMUM NUMBER OF EMPLOYEES: 5
MAXIMUM HEIGHT OF ALL STRUCTURES: 25 feet.
AMOUNT OF PARKING REQUIRED: 16 PROVIDED: 16 (VA-88-73).
MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE: 20,158 S.F. (.463 AC. 12
y. 92 % OF THE 5/1-6 W/" P E /MPER V/DU5
ADJACENT PROPERTY USES: North & East, Residential.
West & South, L.I.
NOTE: This Development will be served by Public Water and Private Septic.
Waiver granted by the Board[ of Supervisors for minimum Building Setback from
eastern property line by 100 feet.
Benchmark and Elevations based on U.S.G.S, Datum Established from "U.S.G.S. BIM
W-2, 1928 Elevation: 656.913"'.
RESERVOIR: Beaver Creek Watershed.
{
- T
0
vnvenLY
/G
�lY
v
Y
4
SS AWS AREA
.A,
J
J �
-.J SKi
Location Map
n.t.s.
OWNER
ARCIIITECT / ENGINEER
s
7-9;
!�P
cE1_Co7A
r� ( ", A(11 DUCK
m rN ex I JTI' ,1_1 p
-'-�.� art Y ' /� / •� i' - \ ,. � J •
-10
ot
ti „tr yr
01 N 38-00'-00" W'WAWLY
Flw r 1,
ben, °\\ I l�Tri1 C.;.�t?-/ % , ,1 Cl
LA
OI' J
ywcs7
171
Y�� wKN i '-_ ._1 ,• I / �P UILQIY�i(�
�13x
><n~ ' 7RI q IratsrRrr ��c�
677
cy
78
!.` GAG, � (_� ✓ �L � ---' �- �_ _ �
(SlAt
4O \ = to - 19'_`�°� • ` v 99.89' ��` 138.11 1, i 181.95 _ 70.88' - ..
` b- 5 W 3- 5 S 78-03 -30"
38.62' I -1A1 Rcz�T- 2�+C�
S 68-45'-20" W —� e./n• ELE•/. c�c �' w�ry 31,
ToP o f r Tat J Z
rjw.,J� ./�;- ;;A w "7► "b�.
ve. era
INDEX TO DRAWINGS:
2.1 2.2 GENERAL SITE LAN„_20,100' GENERAL SITE PLAID Dote: See Sheet 2.2 for AN a
= 100'
larger scale Site Plan ALA1VN11VG'OIVISI
ON
ALBEMARLE COUNTY SERVICE AUTHORITY
SYMBOLS: ENGINEERING DEPARTMENT
WATER AND SEWER GENERAL PLAN NOTES '
PROPERTY LINE
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The
CENTER LINE ._ _ _ _ _ contractor will be responsible for notifying the proper Service Authority officials at the start
of work.
WATER MAIN/LATERAL 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
DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT
GAS MAIN/LATERAL
L —
contractor shall on his own initiative locate all underground lines and structures as necessary.
*
SANITARY SEWER MAIN
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
SANITARY SEWER LATERAL
hs —•--
amended July 1, 1989.
DEPARTMENT OF ENGINEERING
OVERHEAD ELEC/TELEPHONE/CATV
—dam "=—
4, All elevations are based on U.S.C. and G.S. datum.
*
UNDERGROUND ELEC/TELEPHONE./CATV
1
5, The contractor shall be responsible for notifying "Miss Utility' (1-800-552-7001).
DEPARTMENT OF ZONING
6. All water and sewer lines shall have a three foot minimum cover over the centerline of the
EXISTING CONTOURS
— — —--/..=�.�— — —
pipe.
*
PROPOSED CONTOURS
Cc
FIRE OFFICER
EXISTING SPOT ELEVATIONS
Ccp�
*
PROPOSED SPOT ELEVATIONS
ALBEMARLE COUNTY SERVICE AUTHORITY
FENCE (WOOD OR CHAIN LINK)
>c x —
*
POWER POLE
0
A
VIRGINIA DEPARTMENT OF HEALTH
VIRGINIA DEPARTMENT OF TRANSPORTATION
El EROSION CONTROL: Provide approved siltation barriers to prevent runoff
during construction. Provide also a siltation settling pond area where the runoff
will be directed during construction. The outlets shall be gravel and fabric filtered
and located to direct the water to the natural storm water pathways. The erosion
control devices shall comply with County standards and shall remain in place until
C011S1r11Ct1On 1S complete and vcgetatlon has grown to the point of controlling
r LI IIOI•f•
e the undersigned owner understand that approval of this 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
of nM ining VDOT approval prior to iFFtiance.of building, permits and/or certificates of
occupancy.
nevi 51 D isle
A/00 Oy z Adc .416o)
w��
O ,
)94
�
U
n
�
a
r-J
10
N�0
w
N
�a0
n
/Y�2G�89 Add � Imps AlolYS,•
WAIA
a
C) lei
CQ ;.,t I
rJQ
'`
T >
E,—a
Q
i
Qe
U
N
q i
�jjNNO
'H H
0 Fi .O
f
• y
R
Rour6 2yo
• as nwlnca
.,-INSTALLATION AND MAINTENANCE STANDARDS �s— HYaaav /veo�os o
1 INSULATED BUSHZCIGS L;/
^ GGo J / �' _ Goo
-rrrr ,�o G-2OUND LUG(TYP) �`..�"
A) All plant material shall be free of disease when installed: niTcf+ ET /t •�
2 i ]0 L'Oi1DID1G/GOUND TIE p
E BaC
BEYON/�
D CHOR DOLTS PER MFGR' S
r 3 AI
. F TgPFOQ / - •LATER!!( ORphH TDO
• , ..: P_=QUIR::1•lEr1Ts B) All plant material shall be installed in a fashion that ensures the availability of � I! ro a�.ob F
A -co pNcTED cR.ANULAR riLL sufficient soil and water to sustain healthy growth. 6 V P/1R; � -----
z $ DLRECT IIUT22TtL CASL£ TO
5G L NEW 4 OUGT/ca /2O.V p/�E
e v — r "EVE G GQTEVAGVE .., . , •. ' • d' ?•IE\T I'I..TURE 1"' $�£
• 1, . �) l writ ma.teria,l Shall be llntt,d with a m1n1m m of Six6) inches of or anic soil and NEW / '5V,T �l pl p U S Gsv G Z
:• •,. UNDER S'1A..1CS
--- --s _ mulched to a. depth of three (3) inches. All trees"shall be properly guyed or staked at t C� �/Nrav
r G 3/. PVC -EXCEPT \CEPT AS i.OTED P h p Y lAtro /
. t 7 BASE TO IrST ON UNDISTURBED he time of P S � lantin G Bxr�[ 65Z
— p�D?
-- Co L'-5
r
,, •: ., .. ' -EARTH.�-
� ND D
_. II 3/4 x 10 CU. GROU RO
D) All plant material shall be lanced in a. manner which is not intrusive to utilities or P l9 / CoL, 4
9 ,4 1.3 VERTICAL t•1/ hORI20,1iaL p p
-l2 U
a pavement. EQUaiLY SPACED 0 0 04zo Or s/0 f
OiEO /f00 lfZO it4lO
/ Gra /� s le cv�l
u>= cxr ro�FOUNDATION DETAIL - E) All landscaping planted as a requirement of this seci.ion shall be replaced within �0 PROF/GE OF Lcl/-re)e'141 I ExTEILI /wit/
days if it dies or becomes diseased or damaged, or section shall be replaced at the �E SiT� P�A,v Fo,¢ lLgv
g p
A-P/ED FROM /Z1j SrCP.&4 �Cj Jam.
beginning of the next growing season if it dies or becomes damaged or diseased during,
the fall of winter. ,
/ %
F�ROS/o/tl Go/V ye0 .1J07E5
° QL , E/ieov/O/U 6oAireoz, ME S U,e55 c l4,- B lAz5T.9LLEI> w5 �fYRST SrEo >/v OOiNST 71Gu/ (�La
T
/PLC D!L/UES MO /-1�/^/ A�2EA5 vNAGC, /ZED .SyCx/6 iMMEoc4TE.LSV f'la2
�--n_ II G �� T�.E✓2 GGVV�STR/.�7•'/Ort/ /
�j ` ,Qfnp�'I r,�! t:zX��/�I� 12 I C �-� r-� � � ram}
1
PA�.� h Jam - ' AL,L .SLOPF� and 2G14rJ DE DiTU•/F_S �H Gl.. 1436 .SFrEDED /MMEA/,4TELY /�fTf/z��1/E/.e
COAlS T U G T/Otil
/ `
(-z)
. f
va
Nt4
pp
1- ♦ y
4— JJJ �q
4 /
p'"t
)''
�- F• �
--- SANITARY SEWER MAIN
d"
('/4 " ° I') -�11> _ � � .idol ,•' % �.` ' -- C�'t�
SANITARY SEWER LATERAL 5S � v
-fit' /ACU'-r.
t
OVERHEAD ELEC/TELEPHON:E/CAI'V
x
uJ o I N
T 4�a
UNDERGROUND ELEC/TELEPEOivE./CATY
r _ Zhj- •-' T� CO�115,eUGT A S <JL�
s
>=1r •►-�5e Taal I
;SyoEEETc_ 52UNo
Alou/vpEXISTING CONTOURS ,WI71/!&;7�C000, OSEDCONTOURSPROL 5/G)" J7f,2M �Ei/T
.a -
'11 EXISTING SPOT ELEVATIONS @a oPfo SE /,357 g.�
s4Eq
\\\
� �• � yi• 5� ,.. ` ,''
LW O
•
O PRPOS
1 ED SPOT ELEVATIONS
5! LT*T1�►,1 C R21 F� \
Proposed � 3
F 7 "N /
\ \ Ot/l._,.(`OLbI 1(aT1��-- : � ;'� ram`. � R�lilAiflri
��
1:Et�G-21f?'ti'1bI•�3
1..�+.iLa7•N
1til`(. Ir.�,.
INV, Ovj'
SI.�F'!a
R�.�'�E/:�
JAL
j�J L1�P
�21
U5l.(
50.79
l i u i . 1 �
� t ti - / d
r�
z
i
3
z
o c. • EA.-F�1=
k�
_
•o-
rP
r�
I
d`' ; h vG n3 KI rr�c
1 o P ►�iCa A
a o 0
RD!