HomeMy WebLinkAboutSDP199700111 Plan - Approved Final Site Plan and Comps. 1997-10-09CAR WASH
FOREST LAKES NORTH COMMERCIAL AREA
'
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SITE PLAN
APRIL 7,1997
REVISED MAY 5, 1997 REVISED AUG. 15,1997 REVISED OCTOBER 27, 1997
REVISED MAY 19, 1997 REVISED AUG. 26,1997
REVISED JULY 31,1997
ROUDABUSH, GALE AND ASSOCIATES
A PROFESSIONAL CORPORATION
SURVEYORS, PLANNERS, ENGINEERS
914 MONTICELLO ROAD
CHARLOTTESVILLE, VIRGINIA
-- -- -
SITE DATA:
--
n
GENERAL WATER Af�l SEWER CONDITIONS
OWNER: Forest Lakes Associates
'
-
P. O. Box 5207
COUNTY OF ALBEMARLE
Charlottesville, VA L2905
DEPARTMENT OF ENGINEERING
1.
Work shall be subject to inspection by the Albemarle County
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
Service Authority inspectors. The contraictor will be
DEVELOPER/CONTRACT PURCHASER:
REVISED: March 1, 1992
responsible for notifying the proper service authority
Steve Parks/Len Mailloux
officials at the start of the work.
325 Barracks Hill
1.
Prior to commencement of any construction within any existing
2.
The location of existing utilities across the line of
Charlottesville, VA 22901
connection to an existing road
public right-of-way, including o y g
the proposed work are not necessarily shown on the plans
a permit for said construction shall be obtained from the
a y correct. The
and where shown, are only approximately
ZONING: HC; EC overlay district, AIA Overlav District
Virginia Department of Transportation (hereafter abbreviated V.D.O.T.).
contractor shall on his own initiative locate all
underground lines and structures as necessary.
SOURCE OF SURVEY OF TOPOGRAPHY: Roudabush, Gale & Assoc., Inc.
2.
All paving and drainage related materials and construction
methods shall conform to current specifications and standards
3.
All meterials and construction shall comply with General
of V.D.O.T. unless otherwise noted.
Water and Sewer Construction Specifications as adopted
TAX MAP: 46B4 Parcel 1 (Part of Lot B)
by the Albemarle County Service Authority on January 20, 1983,
3.
Erosion and siltation control measures shall be provided in accordance
amended July 1, 1989.
LEGAL DESCRIPTION: D.B. 1463 P.481, 482.
with the approved erosion control plan and shall be installed
D.B. 1018 P.403; D.B. 1071
prior to any clearing, grading or other construction.
4.
Datum for all elevation shown in National Geodetic Survey.
P.493-494 (plat); D.B. 1226
4.
All slopes and disturbed areas are to be fertilized, seeded
5.
The contractor shall be resposible for notifing
P.130-130(plat)
and mulched. Maximium allowable fill or cut slope is 2:1.
"Miss Utiltiy" (1-800-552-7001).
Where reasonably obtainable, lesser slopes of 4: 1 or
SETBACKS: Front = 30' building, 10' parking Fortune Park Road
better are to be achieved.
6.
All water and sewer pipes shall have a mimimum of
side and rear = none
3 feet of cover measured from the top of pipe, over the
5.
All drainage inlets shall have a 2-inch local depression.
centerline of the pipe, This includes all fire hydrant
RIVANNA MAGISTERIAL DISTRICT
lines, service laterals and waterlines, etc.
6.
Paved, rip -rap or stabilization mat lined ditch may be required
when in the opinion of the Albemarle County Director of
7.
20' wide easements, centered on the pipeline and appurtenances
EXISTING CONDITIONS:
Engineering, or his designee, it is deemed necessary
shall be dedicated to the Albemarle County Service Authority,
Parcel is graded and open, and is part of the Forest Lakes North Commercial Area.
in order to stabilize a drainage channel.
except where the line is in a public road right-of-way
or an access easement, in which case the access easement
PROPOSED DEVELOPMENT:
7.
All traffic control signs shall conform with the Virginia
shall also be dedicated as a utility easement.
Manual for Uniform Traffic Control Devices, latest edition.
To construct a 2-bay automatic carwash with appurtenances. A waiver is requested for one -
8.
3' mimimum separation required between water line and
way circulation due to the nature of the use. (4.12.6.2 - Automobile Laundries)
8.
Unless otherwise noted all concrete pipe shall be
storm sewer culverts or 6" separation when waterline
reinforced concrete pipe - Class III.
is insulated. Use 1/2" thick Therma-Cel Pipe Insulation
LAND USE: BEFORE % AFTER %
in 3'x 4' sheets as manufactured by Nomaca, Inc. or
Building 0 0% 1500 S.F. 7%
9.
All excavation for underground pipe installation must
equally approved by Albemarle County Service Authority.
'
O pen 22,992 S.F. 100% 8,620 S.F. 37%
comply with OSHA Standards for the Construction
Insulation to extend 5' beyond centerline of culvert in both
APPROVAL
Industry (29 CFR Part 1926) .
directions or 5' beyond ends of culvert when parallel.
Paved 0 0% 12,872 S.F. 56%
9.
Touch read meters are being used by the Albemarle County
TOTAL 22,992 S.F. 100% 22,992 S.F. 100%
In
addition to the above notes the following statement must
Service Authority. To accommodate these meters, meter lids
DEPT. OF PLANNING VIRGINIA DEPT.. 8F HIGHWAYS
be
included on all site plans which require V.D.O.T. approval.
will require a 1 3/4" hole taped into the center of the lid.
PARKING: 1 space provided for 1 part-time employee
G COMMUNITY DEV
'
The
statement must be signed by the developer of the property
Blind taps or plugs shall be provided to prevent debris
i
prior
P
to tentative site plan approval.
from entering the box prior to meter installation.
- �; �. ��,9 ti '� ��� , ;.�
BENCHMARK: Rim sanitary sewer M.H. @southwest of commercial area site.
We the undersigned developer (s) understand that approval
10.
All water and sewer appurtenances are to be located
Elevation: 508.61 (U.S.G.S. Datum).
DEPT. OF ENGINEERING VIRGINIA DEPT. OF 14EALTH
of this plan by the County of Albemarle does not necessarily
outside of roadside ditches.
indicate Virginia Department of Transportation ( V.D.O.T.)
NOTES:
approval of the plan. Approval of the plan by the County
11.
Certification that 95% compaction is obtained shall be
1. This site is not located in a reservoir watershed.
does not in any way relieve me of my responsibility in
provided for all fill areas under water and sewer lines
2. All lighting to be directed so as not to shine on adjoining properties and lighting spillover
e-,.A L-
A�
obtaining final VDOT approval prior to the issuance of
and a
appurtenances, This certification shall be signed
EPT. OF ZONING LBEMARLE COUNTY
building permits and/or certificates of occupancy.
by a Professional Geologist. The certification shall
onto public roads shall not exceed one-half (1/2) Foot candle.
p
SERVICE AUTHORITY
state the exact area that the certification applies to.
3. Pavement specification: 6" #21A Base Stone
2.5" BM-21.5"SM-2A
,cf9 t� �1l
12.
Valves on deadend line shall be rodded to provide adequate
DEVELOPER DATE
restraint for the valve during a future extension of the line.
ALBE LE COUNTY FIRE OFFICIAL
COUNTY OF ALBEMARLE
DEPARTMENT OF ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
REVISED: March 1, 1992
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 shall be installed
prior to any clearing, grading or other construction.
4. All slopes and disturbed areas are to be fertilized, seeded
and mulched. Maximium 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.
6. Paved, rip -rap or stabilization mat lined ditch may be required
when in the opinion of the Albemarle County Director of
Engineering, or his designee, 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.
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).
In addition to the above notes the following statement must
be included on all site plans which require V.D.O.T. approval.
The statement must be signed by the developer of the property
prior to tentative site plan approval.
We the undersigned developer(s) understand that approval
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 VDOT approval prior to the issuance of
building permits and/or certificates of occupancy.
DEVELOPER
DATE
CAR WASH
FOREST LAKES NORTH COMMERCIAL AREA
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SITE PLAN
APRIL 7,1997
REVISED MAY 5, 1997 REVISED AUG. 15,1997
REVISED MAY 19, 1997 REVISED AUG. 26,1997
REVISED JULY 31,1997
ROUDABUSH, GALE AND ASSOCIATES
A PROI SSIONAL CORPORA77ON
SURVEYORS, PLANNERS, ENGINEERS
914 MONTICELLO ROAD
CHARLOTTESVILLE, VIRGINIA
GENERAL WATER AND SEWER CONDITIONS
1. Work shall be subject to inspection by the Albemarle County
Service Authority inspectors. The contractor will be
responsible for notifying the proper service authority
officials at the start of the work.
2. The location of existing utilities across 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 meterials and construction shall comply with General
Water and Sewer Construction Specifications as adopted
by the Albemarle County Service Authority on January 20, 1983,
amended July 1, 1989.
4. Datum for all elevation shown in National Geodetic Survey.
5. The contractor shall be resposible for notifing
"Miss Utiltiy" (1-800-552-7001).
6. All water and sewer pipes shall have a mimimum of
3 feet of cover measured from the top of pipe, over the
centerline of the 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' mimimum separation required between water line and
storm sewer culverts or 6" separation when waterline
is insulated. Use 1/2" thick Therma-Cel Pipe Insulation
in 3'x 4' sheets as manufactured by Nomaca, Inc. or
equally approved by Albemarle County Service Authority.
Insulation to extend 5' beyond centerline of culvert in both
directions or 5' beyond ends of culvert when parallel.
9. Touch read meters are being used by the Albemarle County
Service Authority. To accommodate these meters, meter lids
will require a 1 3/4" hole taped into the center of the lid.
Blind taps or plugs shall be provided to prevent debris
from entering the box prior to meter installation.
10. All water and sewer appurtenances are to be located
outside of roadside ditches.
11. Certification that 95% compaction is obtained shall be
provided for all fill areas under water and sewer lines
and appurtenances, This certification shall be signed
by a Professional Geologist. The certification shall
state the exact area that the certification applies to.
12. Valves on deadend line shall be rodded to provide adequate
restraint for the valve during a future extension of the line.
SITE DATA:
OWNER: Forest Lakes Associates
P. O. Box 5207
Charlottesville, VA 22905
DEVELOPER/CONTRACT PURCHASER:
Steve Parks/Len Mailloux
325 Barracks Hill
Charlottesville, VA 22901
ZONING: HC; EC overlay district, AIA Overlay District
SOURCE OF SURVEY OF TOPOGRAPHY: Roudabush, Gale & Assoc., Inc.
TAX MAP: 46134 Parcel 1 (Part of Lot B)
LEGAL DESCRIPTION:
D.B. 1463 P.481, 482;
D.B. 1018 P.4O3; D.B. 1071
P.493-494 (plat); D.B. 1226
P.13O-130 (plat)
SETBACKS: Front = 30' building, 10' parking Fortune Park Road
side and rear = none
RIVANNA MAGISTERIAL DISTRICT
EXISTING CONDITIONS:
Parcel is graded and open, and is part of the Forest Lakes North Commercial Area.
PROPOSED DEVELOPMENT:
To construct a 2-bay automatic carwash with appurtenances. A waiver is requested for one-
way circulation due to the nature of the use. (4.12.6.2 - Automobile Laundries)
LAND USE:
BEFORE
%
AFTER
%
Building
0
0%
1,500 S.F.
7%
Open
22,992 S.F.
100%
8,620 S.F.
37%
Paved
0
0%
12,872 S.F.
56%
TOTAL 22,992 S.F. 100% 22,992 S.F. 100%
PARKING: 1 space provided for 1 part-time employee
BENCHMARK: Rim sanitary sewer M.H. @ southwest of commercial area site.
Elevation: 508.61 (U.S.G.S. Datum).
NOTES:
1. This site is not located in a reservoir watershed.
2. All lighting to be directed so as not to shine on adjoining properties and lighting spillover
onto public roads shall not exceed one-half (1/2) foot candle.
3. Pavement specification: 6" #21A Base Stone
2.5" BM-2
1.5" SM-2A
�G
DEPT. OF PLANNING
& COMMUNITY DEV
DEPT. OF ENGINEERING
DEPT. OF ZONING
ALBEMARLE COUNTY FIRE OFFICIAL
C E I V
.; 1�
1 1 1997
Planning Dept.
-� -7
VIRGINIA DEPT. OF HIGHWAYS
VIRGINIA DEPT. OF HEALTH
ALBEMARLE COUNTY
SERVICE AUTHORITY
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NOI-S:
1. PROVIDE A 6' THICK GRAVEL BED BENEATH THE M I ' "T.,
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR-IN-PLAC TS SHALL BE 4-.
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 6
3 THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND
TYPICAL METER VAULT (1 1 /2" METER)
N TS
FIG, W-76
COMMON A MAP 46B4
PARCEL A0.621 AA REs
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REVISIONS
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719//97 CO. 60MW."
B//8�97 �iCSA COMAS s
9/ZG/97EA/G COMM'e
DATE
APRIL 7, _ 1997
SCALE
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CONTOUR INTERVAL
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46, 0F i�R a,�r/✓,E ' FORTUNE PARK ROAD OR EASEME
NT
o EROSION CONTROL PLAN
TABLE 6-I TO BE SUBMITTED SEPARATELY
� i � 0 b
GENERAL EROSION AND SEDIMENT CONTROL NOTES
Q
ES-1: Unless otherwise indicated, all vegetative and structural erosion and � / 1A� AlI
ti*
O sediment control practices will be constructed and maintained according 1 ,
to minimum standards and specifications of the Virginia Erosion and V
Sedilment Control Handbook and Virginia Regulations VR 625-02-00 b �r Para p b
Erosion and Sediment Control Regulations. J,
/ c C
)011
ES-2: The plan approvir.d �-.uthority must be notified one week prior to the pre- Il
J
construction conference, one week prior to the commencement of land
disturbing activity, and one week prior to the final inspection. To 3,✓EET ow P- - " 1>1 \ Z /'' 1
/�\ 1 91 /T OOE3 PPE3E�/TL / ?j D�/
ES-3: All erosion and sediment control measures are to he placed prior to or as F v �veE co v 3TP�c>io v A 9 11
R
the first step in clearing. S
>.�f/3 APES/Oc/E Pq-PCEL
w �' \�
` y CO.✓T9iv 9../!J Oi.PECT .�/G1�F . �0 P � � Z \
ES-4: A copy of the approved erosion and sediment control plan shall be / v s>o P� �E. ✓c.2. ,� o L 9 o T�A�itiG t
•2 l ie p z
maintained on the site at all times. r)) f I
CEO/i✓IEVT T/Pq� f 4? dep \
\� ES-5: Prior to commencing land disturbing activities in areas other than 1 q^ Pt� _ s o 7 A
indicated on these plans (including, but not limited to, off -site borrow or z + J 5 x 14.0
O waste areas), the contractor shall submit a supplementary erosion control O.Pq/n/AGE A PEq = O. 8� LIC, r - --
plan to the owner for review and approval by the plan approving authority. �TO�AGE PEq O = //2 C y �, 7 MEC v�c4L to e. — 30
o
H= 3. 0 ; No = 2. 0 , k/- Z. -5 Z, �o `' _ a rELZEP /s �c cB$ sEp,Re
ES-6: The contractor is responsible for installation of any additional erosion - 0 <'� , e) scow oeerf,/7
control measures necessary to prevent erosion and sedimentation as TOP TPAPCQ y - 25 x ¢/ dI 1� -- Eoc-'�.r> v� rooms
determined by the plan approving authority. @ BOTTD t/J PTO +/E _ / % x 33 ; ST �^ 1 E P ` + /� 142 r
/ E /4 ✓EO r,PA✓E�
ES-7: All disturbed areas are to dram to approved sediment control measures at @ BOTTD/t/J T.PA� - 9' x 25 / J o
t 1 I wA 3s! LAVE
all times during land disturbing activities and during site development until
final stabilization is achieved. _ i/L _ _ - 142
ES 8: During dewatering operations, water will be pumped into an approved
ph ° /Qo t ❑ ysr2X '' 33 M� BLOG " E
NE T
I`
TEMPORAR SEDIMENT TRAP
\%*VALE' i
ORIC,LAL F. Al ELE✓.
GROUND
ELEV. - , .o•
�,? VARNBLE �
Z•' � G.PY 3 O.Q.9GE N
A CU. YD./ACRE
EXCAVATED)
H/ET 0TO E /• FILTER CLOTH ORIGINAL
GItOI/N
ELCV.
-SEE PLATE 3.1-1-1 COARSE AGGREGATE CLASS I RPRAP
CR SS SECTION OF OUTLET
I RIPRAP
LENGTH (IN FEET)
E X DRAINAGE AREA
(W AC.)
\DIKE DN
()fK E
S ZZ
COARSE AG 1WITE
\\ EXCAVATED /FILTER CLOTH
AREA
—COARSE AGGREGATE SHALL BE VOOT /3, /357 OR 15
OUTLET (PERSPECTIVE VIEW)
filtering device.
ES-9: The contractor shall inspect all erosion control measures periodically and
after each runoff -producing rainfall event. Any necessary repairs or
cleanup to maintain the effectiveness of the erosion control devices shall
be made immediately.
- - -I TER LINE EASEMENT
0 D. 8 1493 pp. 481-482 (plat)
STONE CONSTRUCTION ENT ANCE
11311 N. EXISTING
-- PAVEMENT
A }
FILTER CLOTH 6• W,N, A MOUNTABLE BERM
(OPTIONAL)
SIDE ELEVATION
EAIST ING GROUND
70' MIN.
o Cc_ C
AJ 7
Cr4Q 0 � "A /04An .vim
-ef v o "A.1 6-' 0 SZ �C.
silf opq.w oaEt
l L rG'./ � � ,IAo>svrtp �v.eurs 30
ou 1EF pvv�/ ,�Z
5 d ENC clfY 9 -�l-�aw7 sTtiy.A/G (Ti'/J s 30 x
l0.�.94wE 1
-- /97• �,3e -- -- ----+---
cv
B VASHRACK I0' MIN
(OPTIONAL.) 1
COMMON APEA /^(
10' MIN 4V LJ
7'S
t2' MOIL • EXISTING PARCEL A, TAX MAP
PAVEMENT
0 . E21 A CPES
L'DOT
~�
MI
POSITIVE DRAINAGE
I
to, MIN
COURSE AGGREGATE B
TO SEDIMENT
TRAPPING DEVICE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
PLAN VIEW
OPERATION
12' MIN.
.Y MIN
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T A T E
SOIL ON THIS SITE IS: (8 8) UDORTHENTS, LOAMY
P A P K W A y
THIS SHEET FOR EROSION CONTROL ONLY
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REVISIONS
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DATE
APRIL 7, 1997
SCALE
1 = 20' J
CONTOUR INTERVAL
2 FEET-
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Key
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Size
�'r cal
Vary
Yo—sFi�ino Cherry 10'
Canopy
7IE-`sq`. ft./3,729 sq, ft.
Prunus yedoensis
2
5
2-2" cal
Village Green Zelcova 12'
559
sq. ft./2,795 sq. ft.
Zel.cova serrata
3
15
18/24"
Blue Girl Holly
Ilex meserveae
4
19
12/18"
Potentilla
Potentilla fruticosa
5
4
12/18"
Dwf Burford holly
Ilex cornuta burfordii nana
6
,7k
12/18"
Anthony Waterer Spirea
U
Spirea x bumalda
7
3
2'--2" cal
Ivory Silk Tree Lilac (10')
310
sq. ft./930 sq. ft.
Syringa reticulata
8
1
22" cal
Homestead Elm (10')
267
sq. ft.
Ulmus carpiniflora
9
4
12/18"
Gold Coast Juniper
Junipe nis chinensis
10
60
lg
Mixed Perennial Border
11
9
3g
Fire Power Nandina
Nandina domestica
12
1-1
12/18"
Compacta Holly
t 2
Ilex crenata
Total
Canopy 7,784 sq. ft.
Total site
22,992 sq. ft.
10%
required
canopy
2,299 sq. ft.
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E (�. iLLG7V
No. 002
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