HomeMy WebLinkAboutSDP200800038 Staff Report 2008-05-06L8 9
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IRGINI
ALBEMARLE COUNTY PLANNING
STAFF REPORT SUMMARY
Project Name: SDP2008 -038- Flow Automotive Staff: Megan Yaniglos- Planner, Amy
Final Site Plan- Critical Slopes Waiver Pflaum- Engineer
Planning Commission Public Hearing:Board of Supervisors Hearing:
May 6, 2008 Not applicable
Owners: Janice Linkous Applicant: Collins Engineering
Acreage: 1.95 acres Rezone from: Not applicable
Special Use Permit for: Sales and Display
TMP: Tax Map 78, Parcel 15D and Tax Map 78,By -right use: HC- Highway Commercial
Parcel 15E
Location: Located on the south side of Route 250E
in Pantops.
Magisterial District: Rivanna Proffers /Conditions: Yes
Requested # of Dwelling Lots: n/a DA — X RA — n/a
Proposal: Proposal for a waiver to zoning ordinance Comp. Plan Designation: The
section 4.2, Critical Slopes. The request is for a Comprehensive Plan designates this property
waiver to allow the disturbance of critical slopes in as Regional Service in Urban Area 3
the development areas.Pantops).
Character of Property: This property is an existing Use of Surrounding Properties:
car dealership in the development areas.Commercial
Factors Favorable:Factors Unfavorable:
multiple- see report)multiple- see report)
RECOMMENDATION
Zoning Ordinance Waivers:
1. Waiver of Section 4.2.5 — disturbance of critical slopes (recommendation, approval)
STAFF PERSON Megan Yaniglos- Planner, Amy Pflaum- Engineer
PLANNING COMMISSION May 6, 2008
AGENDA TITLE: SDP2008 -038 Flow Automotive- Final Site Plan- Critical Slopes
Waiver
APPLICANT Collins Engineering
PROPERTY OWNER(S) Janice Linkous
APPLICANT'S PROPOSAL
Proposal for a waiver to zoning ordinance section 4.2, Critical Slopes. The request is for a waiver to
allow the disturbance of critical slopes in the development areas. [Attachment C].
COMPREHENSIVE PLAN:
The Comprehensive Plan designates this property as Regional Service in Urban Area 3.
REASON FOR PLANNING COMMISSION REVIEW
The applicant has requested a waiver of zoning ordinance requirements to allow disturbance of critical
slopes.
PLANNING AND ZONING HISTORY
SP2007 -045- Flow Automotive- Approved Special Use Permit with conditions [Attachment D] in
February 2008, for the expansion of the Flow Volkswagen- Audi -Mazda outdoor automobile sales and
display parking areas in the Entrance Corridor.
SP2004 -050- Flow Automotive- Approved Special Use Permit in May 2007, for the expansion of the
Flow Volkswagen- Audi -Mazda dealership, including outdoor display and sale of automobiles in the
Entrance Corridor.
1. CRITICAL SLOPES MODIFICATION
The request for a modification has been reviewed for both the Engineering and Planning aspects of the
critical slopes regulations. Section 4.2.3.2 of the Zoning Ordinance restricts earth- disturbing activity on
critical slopes, while Section 4.2.5(b) allows the Planning Commission to waive this restriction. The
applicant has submitted a request and justification for the waiver [Attachment C], and staff has analyzed
this request to address the provisions of the ordinance.
Critical slopes cover approximately .16 acres, or approximately 8.2 percent, of the 1.95 acres included in
this request. The requested critical slopes to be disturbed appear to be man -made. Staff has reviewed this
waiver request with consideration for the concerns that are set forth in Section 4.2 of the Zoning
Ordinance, entitled "Critical Slopes."
A request to allow disturbance of critical slopes must be reviewed in accord with the requirements of
Section 4.2.5. This section requires a two part analysis. Section 4.2.5(a) is a review of the technical
performance standards. If these technical standards are not met the disturbance of critical slopes cannot
be approved by the Planning Commission. If these technical standards are met the Planning
Commission may then consider the disturbance of critical slopes. The criteria for the Planning
Commission's review of the disturbance of critical slopes are found in Section 4.2.5(b). Staff presents
the analysis of the request to disturb critical slopes in two parts.
Section 4.2.5(a)
Review of the technical performance standards.:
Description of critical slope area and proposed disturbance:
The critical slope areas within TMP's 78 -15D and 78 -15E appear to contain both natural and man -made
slopes. The apparent man -made slopes appear to have been embankments created when asphalt and
gravel parking and travelways were constructed on the Flow Automotive site. The presumably natural
critical slopes are wooded low spots on TMP 78 -15E.
The critical slope disturbances are in the form of commercial construction including parking spaces,
landscaped curb islands, underground detention and stormwater facilities.
Areas Acres
Total site area 1.95
Area of critical slopes
man -made & natural)
Man -made = 0.09
Natural = 0.07
4.6% of development
3.6% of development
Total critical slopes area 0.16 8.2% of development
Total critical slopes disturbed 0.16 100% of critical slopes
Below, each of the concerns of Zoning Ordinance section 18 -4.2 is addressed:
1. "rapid and /or large scale movement of soil and rock ": The areas of existing critical slopes
on this site are small and scattered. In most cases, the slopes are being filled over rather than
cut into. Large scale movement of soil and rock is not anticipated to occur as a result of this
construction.
2. "excessive stormwater run- off': The applicant has submitted a Stormwater Management
Plan which is being reviewed for County compliance. Stormwater facilities are being
proposed to control the drainage generated by this site through underground detention and
proper conveyance systems. Excessive stormwater runoff is not expected as a result of
disturbance of these critical slopes. As a result of addressing the runoff from this site the
applicant is proposing to improve stormwater systems in the area which are currently
substandard.
3. "siltation of natural and man -made bodies of water ": The applicant has submitted an
Erosion and Sediment Control Plan which is being reviewed for County compliance. The
submitted Plan consists of two phases — the first providing E &S control measures during
earth - moving activities such as dust control, silt fence and temporary seeding, and the second
proposing storm sewer inlet protection and permanent seeding on exposed ground during the
final stages of construction. These measures are anticipated to reduce sediment -laden runoff
from leaving the site. Inspection and bonding by the County will ensure siltation control
during construction. Proper stabilization and maintenance will ensure long term stability.
4. "loss of aesthetic resource ": The disturbance of the existing critical slopes with this
development does involve the removal of existing trees. The applicant has submitted a
detailed landscaping plan which includes the addition of several trees and shrubs anticipated
to screen and enhance the proposed parking area. This site is located within the highly
visible Entrance Corridor along Route 250, and is therefore subject to approval by the
Architectural Review Board.
5. "septic effluent ": No septic systems or drainfields are proposed in this project. This site is
accessible to the public sanitary sewer system.
This site does not drain into a waterway that is a public drinking water supply for Albemarle County.
No portion of this site plan is located inside the 100 -year flood plain area according to FEMA Maps,
dated 04 February 2005.
Based on the above review, the applicant has satisfactorily addressed the technical criteria for the
disturbance of critical slopes.
Section 4.2.5(b)
Recommendations on the findinl4s that must be made by the PlanninIz Commission in order to
allow disturbance of critical slopes.
The commission may modify or waive any requirement of section 4.2 in a particular case upon finding
that:
Strict application of the requirements of section 4.2 would not forward the purposes of this
chapter or otherwise serve the public health, safety or welfare, or that alternatives proposed by
the developer would satisfy the purposes of section 4.2 to at least an equivalent degree: or
Added 11- I5 -89)
The property is an existing developed parcel and approximately half of the critical slopes on site
appear to be man -made. Strict application of the requirements of section 4.2 would not forward
the purposes of this chapter.
The applicant has proposed to fill in the areas of critical slopes and construct retaining walls and
engineered slopes. The applicant has proposed protective and restorative measures intended to
minimize erosion and siltation both during and post construction. These measures will satisfy
the purpose of Section 4.2. This conclusion is based on the staffs analysis contained in the
section above.
2. Due to its unusual size, topography, shape of the property, location of the property or other
unusual conditions, excluding the proprietary interest of the developer, the requirements of
section 4.2 would effectively prohibit or unreasonably restrict the use of the property or would
result in significant degradation of the site or adjacent properties. Such modification or waiver
shall not be detrimental to the public health, safety or welfare, to the orderly development of the
area, or to adjacent properties, or be contrary to sound engineering practices: or (Added 11 -15-
89)
Denial of this modification would not prohibit or unreasonably restrict the use of the property or
resulting significant degradation of the site or adjacent properties, as there is an existing use on
the property. The modification will not be detrimental to the public health, safety or welfare, to
the orderly development of the area or to adjacent properties, or be contrary to sound engineering
practices.
The Architectural Review Board has commented on the application and is working with the
applicant to address the comments. A certificate of appropriateness from the Architectural
Review Board will be required before approval of the site plan.
Approval of this request would accommodate the expansion of an infill property within the
development areas of the Comprehensive Plan.
Granting such modification or waiver would serve a public purpose of greater import than
would be served by strict application of section 4.2. (Added 11- I5 -89)
Staff has found that the current stormwater systems in the area are substandard, therefore, as a
result of granting the waiver, and addressing the runoff from this site, the applicant is improving
this condition. This improvement to existing conditions could be considered as serving a public
purpose of greater import than would be served by strict application of section 4.2.
RECOMMENDATION
Staff review has resulted in both favorable and unfavorable findings:
Favorable factors:
1. Approximately half of the critical slopes to be disturbed are man -made.
2. As a result of addressing the runoff from this site the applicant is proposing to improve
stormwater systems in the area which are currently substandard, meeting the requirement for
4.2.5(b)(3).
3. The measures proposed by the applicant will satisfy the purpose of Section 4.2, at least to an
equivalent degree, meeting the requirement for 4.2.5 (b)(1).
Unfavorable factors:
1. Denial of the waiver would not prohibit or restrict the use of the property.
The Planning Commission may grant the modification if it finds that the request has met one of the three
requirements in Section 4.2.5 (b). Staff has found that the request for modification meets two of the
three requirements, and therefore recommends approval.
ATTACHMENTS
A. Site Plan
B. Location/Detail /Critical Slopes Map
C. Applicant Justification
D. SP2007 -045 Conditions
E. ARB Comments
y
Z
Albemarle County Community Development
Engineering Review Compliance Certification
I certify that these final plans meet the requirements of the Albemarle County Lomng Urdmance.
the Water Protection Ordinance, the SUbdivision Ordinance. and the Design Standards A4anual,
and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist.
Signature _Date
FLOW AUTOMOTIVE
VOLKSWAGEN - AUDI - MAZDA - PORSCHE
GENERAL NOTES
f. OWNE1\DLW1OPER R) ComOOn
1425 Pl— Dare
W, M. donNC 10P/ F 336- 760-5211SPeFJ36- 760 -7005
2. ENGINEER. COLLIN5 ENGINEERING
800 E .EFTERSON ST
OHARLOrTESNLLE, VA 22902
TELE: (434) 293 -3719
E- MAILEnginem-mg.cwn
CONTACT MR SCOTT COLLWS PE
7. TAX MAP NG 07800- 00- 00 -OtWO A 07800- 00- 00 -015EO
4, ZONING : HC/FC A HC
5. USE CAR DEALERSHIP
6. MAXIMUM NUMBER OF EMPLOYEES 20
7. ACREAGE (T)TAL): 1 95 +/- AC (TOTAL FOR 2 PARCELS)
IMPERVIOUS 222 AC (TOTAL, INCLUDING ADJACENT PARCEL PER SDP -2004- 0002 7)
ISLANDS' 010 AC
OPEN SPACE 0.10 AC
g PARKING SETBACK. 10•
9 UROTIES:SEWER' COUNTY SEWER - AVAILABLE ON THE SITE
WATER' COUNTY WATER - AVAILABLE ON THE SITE
10 DRAINAGE DISTRICT.'
11. WATERSHED. SOUTH FORK RIVANNA RIVER RESERVOIR
12 DRAINAGE THIS SITE MLL DETAIN STORMWATER RUNOFF BASED ON THE INCREASE IN
VOLUME AND VELOO TY OF ME STORMWATER. THE WATER QUANTITY WLL BE
ACHIEVED NA THE USE OF RAINTANKS (AN UNDERGROUND DETENTION SYSTEM) THE
WATER QUALITY W9L1 BE ACHIEVED THROUGH MC USE OF FILTER A INLETS
13. TOPO A SURVEY. TOPOGRAPHY A, BOUNDARY INFORMATION PRONOE BY KIRK HUGHES 4 ASSOCIA
SURVEYED IN ZOOJ. PROPERTY WAS FIELD VERIFIED IN NOVEMBER, 2006
14. C.OIURA CTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUNO UTLLITIES
SHOWN ON PUNS IN AREAS OF CONSTRUCTION PRIOR TO STARLING WORK CONTACT
ENGINEFR IMMEDIATELY IF LOCATION TINORELEVAON IS DIFFERENT FROM THAT SHOWN
ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILIT)
NOT SHOWN ON THE PLANS.
NOTE COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY
PRECAUTIONS SCHEDULES. OR COMPLIANCE WeTH LAWS AND REGULATIONS WE SHALL
NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCRON BEGUN PRIOR TO PLAN
APPROVAL.
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
TABLE I: SHEET INDEX
CITY or
CMR1,07TESVILLE
LOCATION
OF 5TTES
TITLE SHEET
COVER T-I
EXISTING CONDITIONS AND DEMOLITION E -1
SITE PLAN S -1
GRADING PLAN S -2
SITE PLAN NOTES AND DETAILS S-3
SITE PLAN DETAILS S -4
SPECIAL USE PERMIT APPROVED DISPLAY PARKING 5 -5
PROPOSED DRAINAGE AREAS FOR INLETS AND PIPES DP -1
PROFILES DP -2
DRAIANGE CALCULATIONS DP -3
STORMWATER MANAGEMENT PLAN SWM -1
STORMWATER MANAGEMENT DETAILS SWM -2
STORMWATER MANAGEMENT DETAILS SWIM 3
EROSION AND SEDIMENT CONTROL NARRATIVE AND COMPUTATIONS ESC -1
EROSION AND SEDIMENT CONTROL PLAN, PHASE I ESC-2
EROSION AND SEDIMENT CONTROL PLAN, PHASE II ESC -3
LANDSCAPING PLAN LL-1
LANDSCAPING PLAN DETAILS 1.1-2
LIGHTING PLAN LL-3
LIGHTING DETAILS LL-4
1-
TAX MAP 78
VICINITY MAP
SCALE: 1" = 2,000'
LEGEND
ROADS
EXISTING CULVERT
J Ll 0 DROP INLET J, STRUCTURE NO
CURB R GUTTER
THE TOP ELEVARLW DENOTES ME PROPOSED ELEVATION
OF ME RETAINING WALT k M£ BOTTOM ELEVATION
DENOTES THE LOWER EXPOSED PROPOSED
ELEVATION OF THE RETAINING WALL
PROPOSED SPOT ELEVATION
FLOW AUTOMOTIVE
R-7 27' RADIUS ON F /G
TAX MAP: 07800- 00- 00 -015DO
Owner & Developer ZONED: HC /EC
12/12/06 TAX MAP: 07800- 00- 00 -015EO
ZONED: HC
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER —
ZONING
REVISION INDEX 13UILDING
ENGINEF
TABLE 2: OFFICIAL
ARCHITECTURAL REVIEW BOARD
tEV. DATE DESCR O REVISION (ALL CHANGES LISTED) SHEETS REVISED
0 12/11/06 INITIAL DE_SIG _N ALL FIRE OFFICIAL
1 _ 01/16/07 _ - REVISED PER COUNTY COMMENTS ALL ALBEIt ARLE COUNTY SERVICE AUTHORITY
2 02/21/07 REVISED PER COUNTY COMMENTS ALL VIRGINIA DEPARTMENT OF TRANSPORTA —
3 04/05/07 REVISED PE COUNTY COMMENT ALL
4 09/24/07 ED PER NEW LAYOUT ALLREAM
5 1 12/28/07 REVISED PER COUNTY COMMENTS ALL
i y /IS/ 11 P6 cwn /... 4.7y A—
Z
EC -3A DITCH
Z
DEPTH OF EC -JA OTCH
EC -2 DITCH
W
DEPTH OF EC -2 DITCH
W
EARTH DITCH
Z
DRIVEWAY CULVERT
BENCH MARK
W07 STANDARD STOP SGN
EXISTING CONTOUR
xn—PROPOSED CONFOUR
THE TOP ELEVARLW DENOTES ME PROPOSED ELEVATION
OF ME RETAINING WALT k M£ BOTTOM ELEVATION
DENOTES THE LOWER EXPOSED PROPOSED
ELEVATION OF THE RETAINING WALL
PROPOSED SPOT ELEVATION
FLOW AUTOMOTIVE
R-7 27' RADIUS ON F /G
TAX MAP: 07800- 00- 00 -015DO
Owner & Developer ZONED: HC /EC
12/12/06 TAX MAP: 07800- 00- 00 -015EO
ZONED: HC
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER —
ZONING
REVISION INDEX 13UILDING
ENGINEF
TABLE 2: OFFICIAL
ARCHITECTURAL REVIEW BOARD
tEV. DATE DESCR O REVISION (ALL CHANGES LISTED) SHEETS REVISED
0 12/11/06 INITIAL DE_SIG _N ALL FIRE OFFICIAL
1 _ 01/16/07 _ - REVISED PER COUNTY COMMENTS ALL ALBEIt ARLE COUNTY SERVICE AUTHORITY
2 02/21/07 REVISED PER COUNTY COMMENTS ALL VIRGINIA DEPARTMENT OF TRANSPORTA —
3 04/05/07 REVISED PE COUNTY COMMENT ALL
4 09/24/07 ED PER NEW LAYOUT ALLREAM
5 1 12/28/07 REVISED PER COUNTY COMMENTS ALL
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EXISTING SIDEwPUS ¢ ;; 2.016 " UM CRITICAL SLOPS TO BE IMPACTED WITHIN THE PROJECT LIMITS.3. O. OtdC. OFCRfrfCAL SLOPES TO BE IMPACTED OFFSITE. - - -
4. TOPOGRAPHY $ BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES &ASSOCIAEXISTINGEN1kANCE - - - -- SURVEYED IN 2003. PROPERTY WAS FIELD VERIFIED IN NOVEMBER, 2006.w
EXISTING TREES 5 THERE ARE NO STREAM BUFFERS AND WETLANDS PRESENT ON THIS SITE S
W 6. ALL TREES ON PARCEL 78 -15E AND THE TREES BETWEEN PARCEL 78 -15F AND THE - 1,
Ex6TING GRAVEL :.'` -: CROWN DEALERSHIP PARKING LOT SHALL BE REMOVED.
EX' TING ASPHALT
TO BE RFMIIVFD - - -
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CAP EXISTING WATER
SERVICE LINE TO PARC&ASS
NDpOS 1E1F
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a24"SYC 4-IRE t. PIPING
CRITICAL
j - - # EXISTING ENTRANCE TO THIS PARCEL
SLOPES TO " TO BE REMOVED SHARED ACCESS '
IMPACT I, ` _ -
REMOVE ALL - „4 T - SHALL BE PROVIDED THROUGH
ED + " -'" ,6MULBERRY I, EXISTING ENTRANCE TO ADJACENT
TREES P
EXISTING -
PROPERTY, SEE SHEET S -1
YC
20,REE - Y "FEECRrE'
C
RE'ocATePnwc nTtiNOPISTINGLunUTILITYPOLE - _
7 APPROXIMTE
LOCATION r,
ONC DITCH - -- ` \ I JT
O
ENTRANCE
I
ASPHALT If l
GRASS
10'DOG REMOVE AND _ ___
REPLACE EXISTING j j
I GRASS i
ul •' • - - LIGHTS IIYP !
I ' EXISTING ENTRANCE TO
B'L1DG
1 --
i - _GRASS _ I BE MODIFIED
OL
it
20' I l REMOVE AND CURRENT VDOT
I - CECRE _ N_ - -4 --p',' • a\ _ -__ - ( D.9. 5 p..,•St EMEprT - --1 -- REPLACE EXISTING - STANDARDS, SEE SHEET S I
EXISTING ASPHALT TO BE
3_SEPDC _ REMOVED AND IN SOME - -
4TORAGC - - 4 REMOVE EXISTING ASPHALT - PLACES OVFRI AYFD SEETANKS - - - " -
SMEEL: FOR AREAS of
OVERIAI'MEDA. __ - EXISTING _ _ q
e'OOG EXISTING MEC HANICAi V CONCRETE ! ,
a- REMOVE EXISTING SITE EQUIPMENT TO BE RELOCATED SIDEW =LIK
BDOG RETAINING WALL
CONSTRUCTION OF
PROPOSEDE BUILDING
B'DDG m f / - REMOVE EXISTING
m I /, j - / CURB. GUTTER. AND
I 1 SIDEWALK
I ; tnboc { w 1 `
REMOVEABANDONED
SEPTIC TANK _ Ex SIGN -
T 1Doc. -
EXISTING SIGNS %' -
TO BE RELOCATED
Ir ^
B "DDG REMOVr AND - p / EXISTING STM STRUCTURE
I _ REPLACE ERISTING {-- `' i0 BE REMOVED INSTALL
I LIGHTS (TYP.) TRAFFIC RATED MH LID
7 1
1
FLUSH WITH PAVEMENT
f 1RIrk; ('.1 1r
Ex SIGN l _ - EXASTING ENTRANCE TO
BE MODIFIED TO
CURRENT VDOT
STANDARDS, SEE SHEET S -1
f' _ `_ - 2pNE ESMY. - ' I _ - REMOVED AND N SOMElFH5i9386 IE9576PLACESOVERLAYEDSEE 1
SHEET S 2 COP AREAS OF Y -I
I C - _ - r"` _ - lfl(0 _ _ I - l OVERLAYMENT _J
DB 28pi ,x3I - _ - ..- _ - V I '_- - 1( I,
D
A LEGEND - cr ( n r n
IMPACTEDCRMCAI_ SLOPES `Qj'E; _ - - - - , - ' CENTEL
Ia - TRE ESMT _ 1 r `Fa,
CRITICAL SI
DB
OPFS f ' I S1TF DOES NOT LIE WITHIN A FLOODPLAIN, SOURCE: FEMA MAP# 51003C0187D, - - ( - - r'j _ 1139, P 578
PNEL NBER 287 OF 575, EFFECTIVE DATE 214105
EXISTING SIDEwPUS ¢ ;; 2.016 " UM CRITICAL SLOPS TO BE IMPACTED WITHIN THE PROJECT LIMITS.3. O. OtdC. OFCRfrfCAL SLOPES TO BE IMPACTED OFFSITE. - - -
4. TOPOGRAPHY $ BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES &ASSOCIAEXISTINGEN1kANCE - - - -- SURVEYED IN 2003. PROPERTY WAS FIELD VERIFIED IN NOVEMBER, 2006.w
EXISTING TREES 5 THERE ARE NO STREAM BUFFERS AND WETLANDS PRESENT ON THIS SITE S
W 6. ALL TREES ON PARCEL 78 -15E AND THE TREES BETWEEN PARCEL 78 -15F AND THE - 1,
Ex6TING GRAVEL :.'` -: CROWN DEALERSHIP PARKING LOT SHALL BE REMOVED.
EX' TING ASPHALT
TO BE RFMIIVFD - - -
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SRC
9/77/07
F F 'F - T r:
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URY
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IMF T8 15
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7
SB' AUTOMOTIVE NORTH CAROLINA t y s
REAL ESTATE HOLU'NGS LLC
20NED'. HC [AUTO DEALER) NOTES
D B 206', P G 736, D B 208 G 738 PLAT 1 SEE SHEET S -4 FOR EASEMENTS
2 SEE SHEET 5-3 FOR SIGHT DISTANCES
GRAPHIC SCALE
CONTRACTOR SHALL CAP
EXISTING WATER SERVICE EXISTING W4L TO REMAIN
f.) ,,,,, LINE TO PARCEL - -' - - -- _ _ -_ -_- _ L_ ^J , CONTRACTOR TO FILL AROUND WALL
1 tarn = zo to _ TOP l'-2' MAY BE REMOVED TO ENSURE _
WALL WILL BE COMPLETELY BURIED
r
VDOT STC. _ _ - _ _ I -II BE'ritn TST1FN.APPROA J/ _CG_6 LTYP.) -_ - - -- - _ I
TNT78 15C
LOCATION _ - - _LAWESi.-
ALBErJ,ARLE COUtJ1ISERVICE AUTHORITY
OF EX 4' - ® CONTINUOUS r WLIf - U
AR QLiND ISLANDS
ZONED HC (SERVICE AUTH<JAITVI
w'- -
I : -GDOT D.T Tb'DO STD. - -
L1 - + F--.
A18 S ACf _
r --- (TYP.)__
i X20 SPACES -- -
P 20 SPACES) - d
BPISPLA - -- I PROPCSeDRr
13 SPACES) <- r I - ""`r -_ --- -T 20 DISPLAY Ir TO BE DEDICATED20' DRIVE - - - c, TO' DOT13DISPLAY -
zo'rrP : - - - - -- AISL - - - _ - V "vOT _S`DlaVDOTSTD. OT STD - - °- -__ - CG' -2 YF.)9• , , - -VDOT STD. } - .r
20 , t_ CG TYP.) CG 6 (TYP) f - VDOr STD
TOTAL IMPERVIOUS - - - - DRIVE - I ^ e' - .. - - - -- -- _ CG -6 (TYP) _ _ - --- ( - NAISLE - as - -- - 50'STR,PED
AREA= 23.000 sf _ ta -_ _
f - k t TRANSITION - ;v
TIE TO EXISTING B' - ' f 18 v
SANITARY SEWER - _
COINCIDES w% _ - - -__ - -._ 9 — _ rte 9 - -_-
VDDT STD. O O
EXTEND PROPOSED a
O
ACCES$ d- ' f _ ^ CG 6 (TYP.)
z _ C INTOURBTOTIE -AINAGE ESMT VD OY — T _ _ T ST WALK
IL
r -ma 1B - — 1 Tom - PROPOSED 5 mVDOTISTD.' 9'TYP DR
EXISTINGCURBLINE -. _ --!- 1 -.. ,CG-2 Y 9'a'P') ' SDE 22 IN) TCG-6 (TYP.) j. l - -'` \ \ -' 1 - - -_-.- _ - -_ 22 CO n
VDOT STD • - - - - -- - -- PROPOSED ` I J PROPOSED > O
E' -- _ 20 DRIVEDRAINAGEMENTt_ -- _ 5'. STRIPIEASE
r' ''-I'
9µ VDOT STD I - VCOT STD.
CG 6 TYP,
T CG -2 (TYP.) n ( _ I _
EM 29 EX' SPACES \sx.' y - R4
R4 VDOT STD.
LO
REWORKPROPOSEDVARIABLEWIDTH, STC ,i, / REWOkK
m - CG - 12 ExiOU - BOULEVARD - IP ARD _ - - 6rINGEU' fNGRfSS /EGR 5 .
0 r _ ENTRANCEc - -- - - - --
VAR ESDMTRIVAY_'Y VDOF "
E EMENT
S 24`_ - >_ - PRBP llARLABLEWI
S SIGN
PROPOSED PRIVATE - >'- I
JOINT ENTRANCE TO
LNE IT INURES - - - - -_ SERVE, TMP 78-15D AND
i R2.1% STD. -. 4 M_P.- -! EASEMENT _ U 78 -15E
APPROX. LOCATON OF - ' } , -- _ice ° #? S 2_ -IL = BLOCK ! -, EDSTaf - T ' l < L PROPOSED IR /WTOBE
RELOCATEDEXISTING DEDICATED TO VDOT
DUMPSTER PADS 4 17' =.T 'VDDT STD. -
2 CG -6 _LTYP.)
PV _ 3 T
4
TOP BAR SEE SHEET R 3 FOR FULLSSL AI -'^ " - y- 530 SIGHT DISTANCE DIAGRAM
D T VDO STD. o I -6` _ _ II, - I
EX S& STD. CG 6 (TYP.) 20 ' ° STD.
CG -2 8 SPACES) ' S L F ; r - •
CG
EN WIDTH
GRESS /EGRESS 8CUSTOMER _ -- _ (20 SPACES)
CC ._i L,' {osEMEVT 118' X ID') - 17 DISPLAY ,I1' PROPOSED AUTOMOTIVE 2 HANDICAP
PROPO?ED 1 CUSTOMER3TYP7SHOWROOM, OFFICE
12 SF ACES) T °rA /` 0 AND SERVICE BUILDING
3 SERVICE - - 'C' I 'YP. (I
2 OFFICE - - GROSS FLOOR AREA= ? 13 , ` DRY s "3440 SF
C
I
p URB STD•
4DISPLAY T- 'nB'_T_L FFE.417.24' SrD,i au CC - b CG -12
JANICS -' I * 3 (lOSX01S —
YP. _r-
9
CG -12
I
f
BU I CGD6TiSTDI
ZONED HC (AUTO DEALER) '
I - -- ON
5 I PROPOSED )
s 7 SPACES T -BLOCK - i - -3' PLANTINGEXISTING
STRIPSOFFICEMECHANICAL _BUMPER 2 CUSTOMEk '\, E<3u PMEN
M
I TO BE
I - _ r ,TYP. I - IC LOCATED 4725 OFFSET '
OC4+ - - Ir BL'OCk RELATED TO I ' I1F+B TYP a --
FRO RTE. 250 C /L. w;A10' x 18') I' u --- 9' w.THE BACK OF THE ` 10' GYP. Y G I RADIUS OF 10986T'
BUILD' NG$ I' !
3 `
1 20.1' 7 G
J SEE SHEET R-3 FOR FULL
530E SIGHT DISTANCE '
PROPOSED R/W
0' I
EXISTING SANITARY SEWER
p = 10 DEDICA ED
SERVICE LATERAL TO BE _ n'I / t , SQL
ABANDONED AND CAPPED J k;,VDOY
CSTD.STD
I- - -- • -r' 1' fr VDG? STD. -CENTER LINE
END-TURNCENLINE (9 SPACES) - s
VDDT STD - r LANE 5ra r
9 SERVICE - - -- CG -6 (TIP) I2 +9380
FLOW
LINE
1. PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE. SEE 5-2 FOR PROPOSED GRADES.VDOT °' r II sroPaASTDR -
2. PROPOSED PARKING AREAS SHALL NOT EXCEED 5% GRADE. SEE 5 -2 FOR PROPOSED GRADES. SLOPES OF EXISTING PARKING AREAS - - - >_ L r / T _ - _ I - 2 (TYP ' - -
SEE SHEET
SHALL REMAIN UNCHANGED, "! r - - - - ' _ - _
R - - -
DI FOR E D
3. PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED - - _ - - r 1 - „ _ 53o SIGHT cISrANCE DIAGRAnrCc ` I - _
4. SEE SHEET R -3 FOR TRAFFIC GENERATION TABLE & PAVEMENT DESIGN TABLE. - - - -
v ` • , ^l
5. SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE '
6. ALL OPEN SPACE AREAS SHALL BE LANDSCAPED
7. THE MAXIMUM PROPOSED HEIGHT AT THE FRONT OF THE BUILDING IS 45'.
8. THE MAXIMUM IMPERVIOUS AREA IS 23,000 SQ. FT.
T WEST SIDESDES OF THE9. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, AND EQUIPMENT ON B ANDBOTHTHEEAS -
EXISTING BUILDING SHALL BE RELOCATED TO THE BACK OF THE BUILDING, NOTE: ALL BUILDINGS TO BE
ON COUNTY WATER AND
N 10. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. - -
5 11. THE PARKING LOT ON PARCEL 15E WILL BE WILL BE UTILIZED FOR DISPLAY PARKING ONLY AND WILL BE NAVIGATED THROUGH BY
SEWER
d PAID PROFESSIONALS. ADDITIONALLY, 20' DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS AND THE PARKING
STALL WIDTHS WILL ONLY BE REDUCED BY 1 FOOT (r.e. 9'x18' STALLS ARE PROPOSED vs. THE COUNTY STANDARD 10'x18' STALLS) -
12. NO PARKING MAY OCCUR IN TRAVELWAYS. - -
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SRC U
CHECKED BY
SRC
DATE:U
9/17/07
PROJECT NO.
SHEET
S -1
NOTES:
1. ALL GRASS AREA THAT DO NOT CONTAIN LANDSCAPING SHALL BE SODDED. SEE
SHEET LL -1 FOR DETAILS.
PROPOSED VARIABLE ' 2. ALL PARKING SPACES LOCATED WIIHIN THE NEW PARKING AREAS SHALL HAVE A
WIDTH DRAINAGE ESMI MAXIMUM SLOPE OF 5 %. EXISTING PARKING AREAS THAT ARE TO REMAIN OR THAT ARE
h - -- DB _ PG- BEING OVERLAYED MAY HAVE SLOPES GREATER THAN 5% THESE SPACES SHALL BE
1 USED FOR DISPLAY PARKING, SERVICE SPACES, OR EMPLOYEE PARKING. ALL CUSIOMER
PARKING SHALL OCCUR WITHIN SPACES WITH SLOPES NO GREATER THAN 57. SEE SHEET
S -5 FOR PARKING SPECIFICS,
3. THERE ARE NO RETAINING WALLS PROPOSED ON THIS SITE.
4. SEE SHE S - 5 FOR DETAILS ON DRAINAGE EASEMENTS
VARIABLE - -rRVrwry r
t -! WIDTH DRAINAGE 8 VARIABLE WIDTH
t. -)
t -' 1 - -~ L' - GRADING ESMT DRAINAGE
pp ) EASEMENT (TYP )
6k17'PRfTP05ED _- ISP.G D.S _f G_
HLIERA INLET I fxt TMP 7815 /13 ib
0ASBURt AUTOMOTIVE -
1
ZONED - HC F .J
6f -T— 004 — _'.- 90tr",`_. ----p - 1 .,- -- -
PROPOSED - -
14
VARIABLE WIDTH
DRAINAGE AND - ` - 4N _g0 -
STORMWATER
RAIFA _ _ENTLMANAGEMENT
EASEMENT N I I L - 1 . - _ EXISTING
1 a 2 - - wa e>ES DRAINGF -
1 RAMTANK --MAINTENANCE . ' - __ _ _- _ EASE
7 2A
6'x6 PROPOSED 4$ y/ - 110 IFILIERAINLETi -
OPOSED
RIABLE WIDTH ,1
DRAINAGE A{;1D 09 --E
STORMWATER
MANAGEMENEASE T
PROPOSED -
10 +50
6'x10 PROPOSED
DETENTIO FOR I I ' PROPOSED
DPIROPOSED 20
114 SIDEWALKNI
MAINTENANCEwHDRAINAGE -- -- I,
EASEMENT EASEMENT ITYPJ
If
10
ilk
81 -
QVERLAY EXISTINGv _ -
VENIEN1 UNTIL -- O - - 1 .. - _ _ _ - .' - 4
jg SRION 1S FLUSH -
I - - - 7 _
4 - V -
4
Fy
AT - -
H x`_
409 47_r° I'
TIE INTO EXISTING EP - - 1.. •
es -
PROPOSED' / —FILT'EPA INL
OVERLAY EXISTING F I
TIE INTO -- 111EMENT UNTIL BUILDING ADDITION -11,50J1may- 410 11EXISTINGEP. I _ _ /
fRANSIT1011 IS FLUSH 1_ —I EFE 41724' - - / -x{416 r
A ` 12
Ail
I
I +rxa c'.,P PROPOSED
SIDFWAIKi
EASEMENTi
I "
Ni IYP.I
Y QXI$i1NG
PAVEMEN UNTIL
TRA IS F . 1
APPAPPROXIMAIAIF - 1 If
LIMIT$ OF
PAVING
J
1
c i
r „> _
1 ," .,°'°m°"."e,+sata- ; y., - -
r
1 - - . - - - 12-175
r4t
GRAPHIC NCALE ! _
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SRC
CHECKED BY
SRC
DATE
9/17/07 -
PROJECT NO.
SHEET
S -2
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SRC
CHECKED BY
SRC
DATE
9/17/07 -
PROJECT NO.
SHEET
S -2
i
rr
u
CC
530' SIGHT DIET. - - - 530' SIGHT DISTAN
Ir-T - - - - -
i
20'
5_30' SIGHT DISTANCE
I t1
w ryNCE
SIGHT DISTANCE EXHIBIT
ALI_ =nip
2" SM- 9 5A
gSURCCFACE COO ((;;BASP VDOT
SM /
ASPHALT PAVING - PARKING DRIVE AIS
NO SCALE
2 SM -9.5A
gSURCFAMCEgCOOEURSEE R T
Table 3 Traffic Generation Sunmary
BASE p2iq
Traffic Generation Summary
COMPACTED
SF
SUBGRADE At entraixe C.1ka1ershlp 197sw
NO SCALE
T PAVING - PARKING SPACES
GENERAL CONSTRUCTION NOTES FOR STREETS
THIS LIST IS IN ADDITION TO THE
GENERAL CONSTRUCTION NOTES)
L Construction inspection of all proposed roads within the development wilt be Wade by
the County, The contractor must notify the Department of Community Development (296-
5832) 48 hours In advance of the start of construction,
2 Upon completion of fine grading and preparation of the roadbed subgrade, the
contractor shall have CBR tests performed on the subgrade soli, Three (3) copies of
the test results shall be submitted to the County, If a subgrade Boll CBR of 10 or
greater is act obtninnble, a revised pnv emc nt design shall be ma da by the design
engineer and submitted with the test re setts for approval
3. Surface drainage and pipe discharge must be retained within the public right-of-way
within easements prior to acceptance by the County, Alt arainage outfall easements
are to be extended to a boundary lne or a natural watercourse,
4. Guardrail locations are approximate Exact length, ( ocation and appropriate end
treatments will be fie td ver f ed at the time of construction, Add tional guardrail may be
required at locations not shown when, in the ineer, oropinionoftheCountyyEng
designee, It is deemed necessary. When guardrnl 's required, it shall be installed four
4) feet offset from the edge of pavement to the face of guardrat, and roadway
shoulder widths shall be increased to seven (7) feet
5. Where urban cross sections are installed, all resident a1 driveway entrances shall
conform to VDOT CG -90, B or C).
6, Where rural cross sections are Installed, all residential driveway entrances shall
conform to VDOT standard PE -1.
7. Compllnnce with the minimum pavement width, shoulder width and ditch sections, as
S hown on the typical pavement section de shop be strictly adhered to
e. Road plan approval for subdivisions is subject to final subdivision plat validation.
Should the final plat for this project expire prior to signing and recordation, then
approval of these plans shot[ be nut( and void,
9. All signs or other regulatory devices shall conform with the Vlrglnm Manuat for
Uniform Traffic Control Devices and the Albemarle County Road Naming nod Property
Numbering Crdlnnnce and ManunL
10. Traffic control or other regulatory signs or barricades shall be ir,stolted by the
developer when, in the opinion of the County Engineer, or designee, they are deemed
necessary In order to provide safe and convenient access
Il The speed limits to be posted on speed limit signs are 5 mph below the design speed,
or as determined by VDDT for public roads.
Ira 12 VDOT standard CD -1 or CD -2 cross - drain= under to be Installed under the subbase
material at all cut and fill transitions and grade sag points as shown on the road
TRIP GENERATIONS 7TIT EDITION - profiles.
Table 4. Pavement Design (VDOT Pawmert Design Guide) _
1.5" SM -9 5
INTERMEDIATE COURS
INTERMEDIATE
TTEE
COURSE
6
c
BASECOU , VD %J21T ,\ r
COMPACTED SUBGRADE
SHALT PAVING - MAIN ENTRANCE ACCESS AISLE
2" SM - -9.5
INTERMEDIATE COURS
6" BM -25
INTERMEDIATE COURSE
BASS 5;V.l VDDT 21A -
COMPACTED SUBGRADE
ASPHALT PAVING -ROUTE - 2 - 50 TURN LANE
Pavemeol Design -
11"ation
Mael EiYrutie A.eas Ante (i nips I
ADT
260
H(^V Design
AD_T
BR SSV Dr Sudaee h a Base : ; b a Sub -base h !a Dip
10 360 5 5 10.87 0.5 1 5 1.67 bm25 3 1.6 21A 6 16 1011
Park* Driw Aisle 1111 0 1111 5 41 9.5 1.67 bm25 0 1.6 IA 8 06 8.14 ,
Parking Spacaa 1(11 0 100 5 5 6.41 s 95 2 167 bn05 0 l.6 21A 6 0.6 6.44
Route 250 T- Lane 260 10 360 5 5 10.87 0.5 1.67 bm25 3 1.6 21 A 6 116 11.74
PA VEMENT EXHIBI T TRUCK CIRCULATION E.XHIBI T
AR ! IN
OVERLAY AREA _
I i, P G RI
I i AsLE TYrcA)
1
I 1 I _ __
n
I PARKING SPACES
IPA KW IACS
IC I - (
TYPICAL)
I I l- {
1 I P IRKING R
1 i AI LE CA
MAIN ENTRANCE
ACCESS AISLE
LL 1
I i P RKIT (Il PICb1) --
I
OVERLAY AREA
I I I Iii
J I I I I I
e `•I ' I i I
I i I I I
I
p
O
CONCRETE TO BE A3 IF _
CAST IN PL ACE, 4, 000 P51 4 i- - - - -
IF PERCAST --
R =2"
I
I
4" Min
13. A video camera Inspection is required for all storm sewers and culverts that are
deemed inaccessible to VD T or County Inspections The video inspection shall be
conducted in accordance with VDOT's video camera inspection procedure and with a VDOT
or County Inspector present.
LIST 1: GENERAL CONSTRUCTION NOTES
i. PRIOR TO ANY CONSTRUCT70N WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE l4RGINIA DEPARTMENT OF
TRANSPORTATION (VDOT) MIS PI AN AS DRAWN MAY NOT ACCURATEL Y REFLECT THE REQUIREMENTS OF
THE PERMIT WHERE ANY DESCR£PANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN
2, ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL RE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED
5. THE MAXIM VM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3 7 OR BETTER ARE TO BE ACHIEVED
6. PALED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, 17 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
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)
1 4"- _ 2• R
roP OF cuR6
T I
4 MIN. -
Y
VDOT 5?,68. OR
78 STONE BASE
UNDER CURB &
6"
Or 111 ,(68 OR ,¢78
6 -' - - -- -- 2 - - _
CHECKED BY VDOTI - 6 _,_ 6 STONE BASE UNDER CURB STANDARD CG -6 PRIOR TO PAVING
STANDARD CG -2 CURB & GUTTER ANDIOR BACKHLLING.
NO SCALE
NO SCALE
NOTE PLEASE SEE ARCHITECTURAL P.ANs FOR DUMPSTER
EN(:LOSURE UETAII
VARIABLE WID -
CONC (3000 PSI AT 28
DAY, OR STONGER)
4' 27 -A STONE BASE
CONCRETE SIDEWALK
NO SCALE
8x11'co
3noo PSza aan lmni I
CUSS A3 CONCRETE WITH
B WZ 1wWF ANDBROOMFlNISH i
21 -A, I'THI
DUMPSTER DETAIL'
B 11 covC
3000"p 28 days (mn1
EIASS At CONCRETE wmt
1 B' w21rw21 NNF AND
BROOM FW ISH
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BRAWN eY
SRC
CHECKED BY:
SRC
DATE:9/17/07
PROJECT NO
SHEET
S -3
u
c
i'
tC
If / RIPE SLOT
PLUG END OF ILIA / T (2 PLACES)
MAN LIRE SEWAGE LATERAL
SECTION
LANE WYE -TEE
PLAN
It
T SEWER SERVICE LATERAL CONNECTION
N.T,S
FIG S -2
BROOKS
22M SERIES
N07ES:
1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES %M-i
8' EXTENSION OR APPROVED EQUAL.
2) PAYED AREAS (ALTERNATE LOCATION} OAST IRON BIGHAM Dnd TAYLOR No. 8015 - 8
OR APPROVED EOUAISE 8' OF BRICK and /or BLOCK TO INCREASE DEPTH TO 24'.
3) FOR TOUCH READ METERS A 1 -3/4' DIAMETER HOLE IS REQUIRED IN THE LID.
BLASTING NOTES
COVER LIFT NOTCH
iXAS?7NC WHERE REQUIRED, SHALL BE OL E WTN CARE IN AlYT/RVA.NCE MM ALL APPLICABLE
T4 1/2'
il. --
SEWER SERVICE LATERAL CONNECTION NOTES :
NANNG JURISICTTON AND BY SKILLED AND EXPERIENCED BLASTERS A RLASTNC PERMIT MJS1 BE
12 3 /a'
1. (MERE A SEWER SERMCE LATERAL CORRECTS TO A MANHOLE 12 1 I
CONTRACTOR AND /Wt DELfLOPER
r ' -
b
VwYa "i'JSof +SA'cTi'a w
ATION TYIE S LATERAL RICE
xr
CCTU]ry
fAARLRLS ilM GRADE CHANLR v ra um °
MOICAT THE TOP ) O THE
LATERAL PIPE SHALL AT LEAST 02 HIGHER TIHAN THE
W.'NO[nn NoT
T
OY' RLC C
TOP (CROWN) ELEVAnON OF THE THE LOWEST WE CDNHECIED
I11 RI4AUTtORITY
T. TIE MARNaE.WATER
ZSEWER LATERALS TAPPED INTO AN Ep1SITNG SEINER MAN SHALL BE
CONNECTED USING A PPE SADDLE AS MANUFACTURED BY 'SEALDIE',
OR AN APMROMID EQUAL.
3- MNIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2A (1 /A'CAST IRON UD
PER FORT) j Q 18' METER 8DX
ALL SEWER LATERALS SHALL HAVE A LIPWAM
DIAMETER OF t', 2' MIN
ALL SEWER LATERALS SHALL HAVE A MNMUM COMER POW
OF 7 FEET.
Ai5TTREATED el'1• 11A2FINISHEDGROUNDMARKER1
18"
8' EXTENSION
If / RIPE SLOT
PLUG END OF ILIA / T (2 PLACES)
MAN LIRE SEWAGE LATERAL
SECTION
LANE WYE -TEE
PLAN
It
T SEWER SERVICE LATERAL CONNECTION
N.T,S
FIG S -2
BROOKS
22M SERIES
N07ES:
1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES %M-i
8' EXTENSION OR APPROVED EQUAL.
2) PAYED AREAS (ALTERNATE LOCATION} OAST IRON BIGHAM Dnd TAYLOR No. 8015 - 8
OR APPROVED EOUAISE 8' OF BRICK and /or BLOCK TO INCREASE DEPTH TO 24'.
3) FOR TOUCH READ METERS A 1 -3/4' DIAMETER HOLE IS REQUIRED IN THE LID.
TYPICAL METER BOXES
5/8 " -1 METERS)
NTS
F10. W -
GENERAL NOTES
oi6 5z
rmt I,w In itW 10 PARALLEL A PERPENdCLLM
TRUNCATED DOME DETECIV AR/WNG
CG- DETECTIBLE WARNING SURFACE
i GEt MRiL NO TES g
ih1AL SERVICE
SIN" i RNCE
11 m X '
m vAAvmax.,s
ROAD NOTES PAVEAHENr
of Iv.novm [INN If, I THE REQUIREMENTS TO PUWYI, AGWFOATF BASE MlL SE —IlED IN THE CVENT TiAT
I AlL GROWTH OF ]REFS AND KGLTA RCW SHALL BE LT FADED AND CYNUlTBEO FOR THE THE SURFACE COURSE IS BEd'NN1NG AT THE COMPL£TQN - TNF
2 DAM,
INSTALCATLNJ a' 1Nf
ENRRF EASEMENT ORffR T>EE5 AND VEGETATIOJ MNILYH LBSTRULI SIGHT LNSTANCES GATC BAY M' U EIENT THAT 5(/RFACl COURSE TS APPLIED RRYW TU 60
AT ROAD INTERSECTIONS SHALL BE REMOVED. DAYS, THE WLN RE ARALLAP
A
l P) >:
RIREUSE1AANMUST1ICAA3T1EllW1D BASE MAlFPRIS77WIl ION T D LACfMEHPLACING ANY:XEGA iF BASEPRSIMCOATPTWA5P1TALr
PRIME COAT 0 0D C
I PR!(R
3 GAL /S0. YD)
i, ALL PIPE Ml VERIS, FXLE 1001 ENTRANCES, SHDMV HEREON ARE TO BE RCP MIN < BITURM SUREACEURFACE T C BE APPLIED ACCORDANCE Mill CURRENT NRdNIAvnm w Y YIN A MINIMUM COYER 0," ONE ( (1) ) Fes] DEPARTMEN] OF ) POSTS. QP U SIONSCI OR ROWSNO2ALLDRAINAGENTMBECLEAREDANDdAADEDTOTNFSATS,ACT W THE S ENCROACHMENT POSTS. WAG.$ ONS R TRS 5YOYYL THAT DD
ENGINE ORA AGY: EASEAI £N5 SHALL EXTEND TO A POINT DEEMED AS NATURAL ANALWATERNOTENHCE A ROADWAYS CAPA
S
WSAFETY, 111, SHALL NOI PERMITTED
COORSCGV /R5F MIWN THE RIGHT A WAY ONLY NO
W
E 7RA T AU TEINLWI BYPEWITISSUEDBYNRdNIADEPARTMENTW ]RANS'SROWTATLW MAY BE LOCA m WIN"
iHF STREETS RIGHT GY WAY.
BLASTING NOTES
iXAS?7NC WHERE REQUIRED, SHALL BE OL E WTN CARE IN AlYT/RVA.NCE MM ALL APPLICABLE
il. --
NANNG JURISICTTON AND BY SKILLED AND EXPERIENCED BLASTERS A RLASTNC PERMIT MJS1 BE
nw..
PLAN VWW
SECTS.. C C
CONTRACTOR AND /Wt DELfLOPER
r ' -
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J PRECAII -S SEIALL BE TAKEN TO PREIUNI INAIRY TO PERSONS AND DAMAGE TO PRWERTY. NO
xr
CCTU]ry
fAARLRLS ilM GRADE CHANLR v ra um °
SERI TN
W.'NO[nn NoT
T
OY' RLC C
RN I11 RI 4AUTtORITY
TYPICAL METER BOXES
5/8 " -1 METERS)
NTS
F10. W -
GENERAL NOTES
oi6 5z
rmt I,wIn itW 10 PARALLEL A PERPENdCLLM
TRUNCATED DOME DETECIV AR/WNG
CG- DETECTIBLE WARNING SURFACE
i GEt MRiL NO TES g
ih1AL SERVICE
SIN" i RNCE
11 m X '
m vAAvmax.,s
ROAD NOTES PAVEAHENr
of Iv.novm [INN If, I THE REQUIREMENTS TO PUWYI, AGWFOATF BASE MlL SE —IlED IN THE CVENT TiAT
I AlL GROWTH OF ]REFS AND KGLTA RCW SHALL BE LT FADED AND CYNUlTBEO FOR THE THE SURFACE COURSE IS BEd'NN1NG AT THE COMPL£TQN - TNF
2 DAM,
INSTALCATLNJ a' 1Nf
ENRRF EASEMENT ORffR T>EE5 AND VEGETATIOJ MNILYH LBSTRULI SIGHT LNSTANCES GATC BAY M' U EIENT THAT 5(/RFACl COURSE TS APPLIED RRYW TU 60
AT ROAD INTERSECTIONS SHALL BE REMOVED. DAYS, THE WLN RE ARALLAP
A
l P) >:
RIREUSE1AANMUST1ICAA3T1Ell W1D BASE MAlFPRIS77WIl ION T D LACfMEHPLACINGANY:XEGA iF BASEPRSIMCOATPTWA5P1TALr
PRIME COAT 0 0D C
I PR!(R
3 GAL /S0. YD)
i, ALL PIPE Ml VERIS, FXLE 1001 ENTRANCES, SHDMV HEREON ARE TO BE RCP MIN < BITURM SUREACEURFACE TC BE APPLIED ACCORDANCE Mill CURRENT NRdNIAvnm w Y YIN A MINIMUM COYER 0," ONE ( (1) ) Fes] DEPARTMEN] OF ) POSTS. QP U SIONS CI OR ROWSNO2ALLDRAINAGENTMBECLEAREDANDdAADEDTOTNFSATS,ACT W THE S ENCROACHMENT POSTS. WAG.$ ONS R TR S 5YOYYL THAT DD
ENGINE ORAAGY: EASEAI £N5 SHALL EXTEND TO A POINT DEEMED AS NATURAL ANALWATERNOTENHCE A ROADWAYS CAPA
S
W SAFETY, 111, SHALL NOI PERMITTED
COORSCGV /R5F MIWN THE RIGHT A WAY ONLY NO
W
E 7RA T AU TEI NLWI BYPEWITISSUEDBYNRdNIADEPARTMENTW ]RANS'SRO WTATLW MAY BE LOCAm WIN"
iHF STREETS RIGHT GY WAY.
t -,a AyAa ^EauTM,LL
Arwvm p, 2I
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TYPICAL. SERVICE LATERAL INSTALLATION
NTS
nD VO-
P) VARIABLE WOTH DRAINAGE AND S
MANAGEMENT EASEMENT'S
DEDICATED TO ALBEMARLE COl
P) PRIVA17 SEWER LATERAL EASOAENT_.
ACSA EASEMOT
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li
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GENERAL WATER & SEWER
CONDITIONS
I MRK STALL BC SJBSCr TD INSPECRO BY AEBEMARLE COUNTY
SERVICE AUTHORITY NS'ECTWS THC CONTRACTW MLL BE
RESPONSIBIE FOR NDOIYINC THE PROPER SERVICE AI, PCHITY
OMCLACS AT ME START W IRE MRK
2. THE LOCATION fX EXISTING UTILITIES ACROSS THE LINE OF INN
PROPOSED MIRK ARE N01 NECESSAIN Y SHOWN ON THE PLANS
AND MHERE SHOW 4RE ONLY 4PPROKNA IL 1 CORRECT THE
CONTRACTOR STALL ON HIS 0WN INITTATI.F LCC tT ALL
UNDERGROUND UNES AND STRUCTURES AS NECESSARY
J ALI MATERIAL5 AND CON5TRUCTOV SNAIL CLMlPLY H
ME CURRENT ED /TON Q THE GENERA) WATEP AND SEWER
COY' ucTON SP5d 1CAT0N5 AS ADWIED BY THE ALBEMARL£
COUNTY SEPMCE AUTHORITY,
A DA NM FOR ALL ELEVATIONS SHOWN IN Nq RQNAL GEODETC
SUE EI
5 THE LONTRAL'TOR SHALL BE RESPONSIBLE FOR NOTIFYING
MISS UTG TY (i-BOB -,`A
A POPES OUR)6 ALL WATER ND : E W E R POPES SMALL NAVE AI FEET
OF COVER ME G FROM THE ES OF PIPE Ol2-R ECENTERLNFOE "I" PIPE IHlS IERDOES ALf FIRE HM. RANT ] lN£5,SEANCE LATERALS AND WATER L(NES, ETC
ALL WATER AND ¢HER APPURTNANCES ARE TO BE
LOCATED AD OF D£ DITCHES
B. HIS O R-1 LIMESLINES SHALL BE C TO PROVIDEAIRkIERI75ELFORTHEV4! N DuRHURYINNC A FUTUREExNNSOFTIELINE9WATER7tRRRPRESSUREMAYBELE55THANAOP51PRIVA)E BOOSTER
PUMPS MAY BE REQUIRED
Ta ACL COMMERICAL BUY.pINGS WILL BE REOUNHEO TO HAVE A
BACKFLOW PREKN>ER
EASEMENT EXHIB
NOT TO SCALE
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BLASTING NOTES
iXAS?7NC WHERE REQUIRED, SHALL BE OL E WTN CARE IN AlYT/RVA.NCE MM ALL APPLICABLE
FEDERAL STALE AND LOCAL LAWS, ORDINANCES, RULES AND REGULATOR'S LIT 7HE AUMORIRE5
1. 3 /a• YAK Voc W.n,xc ONANNG JURISICTTON AND BY SKILLED AND EXPERIENCED BLASTERS A RLASTNC PERMIT MJS1 BE
ew.0 TALL FEDERAL. STALL, AND LCL'AL REGULATIONS GOVERNING CONSMUCTO4N SAFETY WALL BE ADHERED
CONTRACTOR AND /Wt DELfLOPER
BJPRECAII -S SEIALL BE TAKEN TO PREIUNI INAIRY TO PERSONS AND DAMAGE TO PRWERTY. NO
TD ANY OTHER SiRUCNRES UNLESS
S
I n SERI TN
W.'NO[nn NoT
T
OY' RLC C
RN I11 RI4AUTtORITY
SOLE
S
p, 2I
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n. :I
TYPICAL. SERVICE LATERAL INSTALLATION
NTS
nD VO-
P) VARIABLE WOTH DRAINAGE AND S
MANAGEMENT EASEMENT'S
DEDICATED TO ALBEMARLE COl
P) PRIVA17 SEWER LATERAL EASOAENT_.
ACSA EASEMOT
Aum I
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li
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kk -
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GENERAL WATER & SEWER
CONDITIONS
I MRK STALL BC SJBSCr TD INSPECRO BY AEBEMARLE COUNTY
SERVICE AUTHORITY NS'ECTWS THC CONTRACTW MLL BE
RESPONSIBIE FOR NDOIYINC THE PROPER SERVICE AI, PCHITY
OMCLACS AT ME START W IRE MRK
2. THE LOCATION fX EXISTING UTILITIES ACROSS THE LINE OF INN
PROPOSED MIRK ARE N01 NECESSAIN Y SHOWN ON THE PLANS
AND MHERE SHOW 4RE ONLY 4PPROKNA IL 1 CORRECT THE
CONTRACTOR STALL ON HIS 0WN INITTATI.F LCC tT ALL
UNDERGROUND UNES AND STRUCTURES AS NECESSARY
J ALI MATERIAL5 AND CON5TRUCTOV SNAIL CLMlPLY H
ME CURRENT ED /TON Q THE GENERA) WATEP AND SEWER
COY' ucTON SP5d 1CAT0N5 AS ADWIED BY THE ALBEMARL£
COUNTY SEPMCE AUTHORITY,
A DA NM FOR ALL ELEVATIONS SHOWN IN Nq RQNAL GEODETC
SUE EI
5 THE LONTRAL'TOR SHALL BE RESPONSIBLE FOR NOTIFYING
MISS UTG TY (i-BOB -,`A
A POPES OUR)6 ALL WATER ND : E W E R POPES SMALL NAVE AI FEET
OF COVER ME G FROM THE ES OF PIPE Ol2-R ECENTERLNFOE "I" PIPE IHlS IERDOES ALf FIRE HM. RANT ] lN£5,SEANCE LATERALS AND WATER L(NES, ETC
ALL WATER AND ¢HER APPURTNANCES ARE TO BE
LOCATED AD OF D£ DITCHES
B. HIS O R-1 LIMESLINES SHALL BE C TO PROVIDEAIRkIERI75ELFORTHEV4! N DuRHURYINNC A FUTUREExNNSOFTIELINE9WATER7tRRRPRESSUREMAYBELE55THANAOP51PRIVA)E BOOSTER
PUMPS MAY BE REQUIRED
Ta ACL COMMERICAL BUY.pINGS WILL BE REOUNHEO TO HAVE A
BACKFLOW PREKN>ER
EASEMENT EXHIB
NOT TO SCALE
Z
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0 0 0 r
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9/17/07
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9/17/07
F -
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Ar
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PARKING CATEGORY REQUIRED PROVIDED
1 SP/ 1500 S F DISPLAY 16
CUSTOMER PARKING'AREA =
NOTE, 16 SPACES
GRAPHIC SCALE
21,204 S.F. X 1 Sp/1500
I_' ISPLAY
tY
S F. = 14
PRO VIDEO INCLUDE
20
HANDICAPPED
DISPLAY !SPLAY
1 SP/ 200 S.F. OFFICE
0
OFFICE PARKING AREA =
7
9 SERVICE
1,400 S F. x 1 sp/200 S.F.
I
7
13 SPACES) _- _DISPL' 7 —
2 SP/ SERVICE STALL + 1
I SERVICE
I
SP/ EMPLOYEE =
13 DISPLAY
SERVICE AREA PARKING 3 SERVICE STALLS x 2 sp/12
i.
SERVICE STALL + 6
r -
EMPLOYEES x 1
TYP.i
I DLS PIAY
ISPLAY , DISPLAYDISPLAY - -ISPLAY
SP /EMPLOYEE = 12
1
EXTERNAL DISPLAY SPACES NOT REGULATED 92
TOTAL 1 331 127
NOTE: TOTAL DtSPLAI AREA INCLUDES 6300 SO FT INTERIOR DIS °LAY AREA AND Tnn 7 8 .SC
14,904 SO FT. EXTERIOR DISPLAY AREA.
ALBEMARLECOUNTY SERVICE AUTHORITY
t-
a_
ZONED', HC (SERVICE AUTHORITY(
GRAPHIC SCALE
I_' ISPLAY
tY
20
Y i DISPLAY !SPLAY
0 0
SERVICE SERVICE
9 SERVICE
L ', -
I
IN FEET)
13 SPACES) _- _DISPL' 7 —
20 I pISPLAY DISPLAY
I SERVICE
I
13 DISPLAY l 18 ISP }AY I DISPLAY -I- - -- 20 DISPLAY —_ _ _._ IISPLAYDISPLAY
r I i.
r -
o
TYP.i
I DLS PIAY
ISPLAY , DISPLAYDISPLAY - -ISPLAY
I
1DISPLAY -DISPLAY }k ISPLAY
Ld
DISPLAY DISPLAY'
DISPLAYDISPLAY -D _r
ISPLAY DISPLAY
PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED
I_ -
k
4 t
DISPLAY pAy r
18' -- J I , a9" (M7 18'- - - °. I DISPLAY
14. DISPLAY ISPLAY 9 9J- - I 1 - -i - - 9' a
I
j
a - -- -t, t DISPLAY DISPLAY
I -- -- ISPLAY t IDISPLAY
C
I
m -,- -mF Ammmw
DISPLAY ' p)>S¢9'7YP. _ !-
DISPLAY
ISPLAY 18
DISPLAY - - -- DISPLAY ISPLAY 9' -- IDISPLAY
12
aOqw
6
a
Q Q
DISPLAY -ISPLAY I
DISPLAY - ---
W>
NOTE: TOTAL DtSPLAI AREA INCLUDES 6300 SO FT INTERIOR DIS °LAY AREA AND Tnn 7 8 .SC
14,904 SO FT. EXTERIOR DISPLAY AREA.
ALBEMARLECOUNTY SERVICE AUTHORITY
t-
a_
ZONED', HC (SERVICE AUTHORITY(
Q DISPLFy,I_' ISPLAY
tY
Y i DISPLAY !SPLAY
0 0
SERVICE SERVICE
9 SERVICE
I O AY .PLAY *+j -185PACES, DISPLAY bISPLAY (20 SPACESI -- -- -- I- -- -- DISPLAY
L- - -_ 4 DISPLAY -t } -- DISPLAY (20 SPACE I
I
4 / l
13 SPACES) _- _DISPL' 7 —
20 I pISPLAY DISPLAY
I SERVICE
I
13 DISPLAY l 18 ISP }AY I DISPLAY -I- - -- 20 DISPLAY —_ _ _._ IISPLAYDISPLAY
r I i.
f
r -
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TYP.i
I DLS PIAY
ISPLAY , DISPLAYDISPLAY - -ISPLAY 1DISPLAY -DISPLAY }k ISPLAY
Ld
DISPLAY DISPLAY'
DISPLAYDISPLAY -D _r
ISPLAY DISPLAY
PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED
I_ -
k
4 t
DISPLAY pAy r
18' -- J I , a9" (M7 18'- - - °. I DISPLAY
14. DISPLAY ISPLAY 9 9J- - I 1 - -i - - 9' a
I
j
a - -- -t, t DISPLAY DISPLAY
I -- -- ISPLAY t IDISPLAY
C
I
DISPLAY ' p)>S¢9'7YP. _ !-
DISPLAY
ISPLAY 18
DISPLAY - - -- DISPLAY ISPLAY 9' -- IDISPLAY
12
h
6
a
Q Q
DISPLAY -ISPLAY I
DISPLAY - ---
W>
7.
8.
o y
DISPLAY QISPLAY 11
ISPLAY DISPLAYDISPLAYISPLAY
Q
9.
DISPLAY —LA ISPLAY DISPLAYDISPLAY L
EXISTING BUILDING SHALL BE RELOCATED TO THE BACK OF THE BUILDING.
ISPLAY - - - -- _IDISPLAY ISPLAY DISPLAY'SEMP9EX. SPACESLOYEE , SERVI
VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE.
y
CE I I i t i t
h PAID PROFESSIONALS. ADDITIONALLY, 20' DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS, AND THE PARKING
BOULEVARD
STALL WIDTHS WILL ONLY BE REDUCED BY 1 FOOT (i.e. 9'x18' STALLS ARE PROPOSED vs. THE COUNTY STANDARD 10'x18' STALLS)
S 12,NO PARKING MAY OCCUR IN TRAVELWAYS.
US-
U U U DISPLAY ' r "
S - CUSTOMERERV --SERVICE o _ _ I t
OffCE_ CSERVICECUSTOMER
1 SPACES)8 SP a
8 CUSTOMER LA 9 YP.
OFFICE -
18' x l0') —DISPLAY A-
p
i CUSTOE .,: - -___C13 T -
PROPOSED AUTOMOTIVE _ _ (20 SPACES)U1CSTOMER , 17 DISPLAYOFFICE12SPACES) CE SHOWROOM, OFFICE
2HANDICAP OS,D(sP AND SERVICE BUILDING _zj 1 CUSTOMER3SERVICE4YP
OFFICE GROSS FLOOR AREA =3440 SF -- r'
2 dFFICE - -- - - - ( E u`HA SAP D
4 DISPLAY DISPLAY r -T
I0.
FFE: 417.24' _ -
IMP 78 -14D --
1ANICE s LINKOUS
1 1 3CUSTOMER - -_ YL FfICE1 (10 X 18') DISPLAY HANLNCAP vs I ' -
ZONED HC (AUTO DEALER)LAY 7 SPACE$ _
h OFFICE _
S OFFICE
2 CUSTOMER Vj' '' - -'- XL
1
r 10'x 18') i „DISPLAY - . T T
OFFICE _aI,Nh Tw.,]( 5'DISPLAY Tvp. T'I, --- -- --- -1
IGPSF17AIY l PSERVICE
0\5 0•i
1fir
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0 0
SERVICE SERVICE
9 SERVICE
tt
r
NOTES r1 h -.SERVICE SERVICECE I SERVICE
0
1
2.
PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE SEE 5 -2 FOR PROPOSED GRADES
PROPOSED PARKING AREAS SHALL NOT EXCEED 5% GRADE. SEE 5 -2 FOR PROPOSED GRADES. SLOPES OF EXISTING PARKING AREAS
r` ( `
1 SE SERVICE r SERVICEICE r -
o
SERVICESHALLREMAINUNCHANGED.
Ld
1 PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED
I_ -
Z
4.SEE SHEET R -3 FOR TRAFFIC GENERAT70N TABLE @ PAVEMENT DESIGN TABLE.r ;j C5.SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE
LL
J2
6 OPEN SPACE AREAS SHALL BE LANDSCAPED
L Q Q
W>
7.
8.
THE MAXIMUM PROPOSED HEIGHT AT THE FRONT OF THE BUILDING IS 45'.
THE MAXIMUM IMPERVIOUS AREA IS 23,000 SQ. FT.
a
a
Q
9.EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, AND EQUIPMENT ON BOTH THE EAST AND WEST SIDES OF THE
EXISTING BUILDING SHALL BE RELOCATED TO THE BACK OF THE BUILDING.
10.VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE.
11.THE PARKING LOT ON PARCEL 15E WILL BE WILL BE UTILIZED FOR DISPLAY PARKING ONLY AND WILL BE NAVIGATED THROUGH BY
h PAID PROFESSIONALS. ADDITIONALLY, 20' DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS, AND THE PARKING
STALL WIDTHS WILL ONLY BE REDUCED BY 1 FOOT (i.e. 9'x18' STALLS ARE PROPOSED vs. THE COUNTY STANDARD 10'x18' STALLS)
S 12,NO PARKING MAY OCCUR IN TRAVELWAYS.
z
O
t-
a_
tY
W
O
0 0 0 0 0
tt z 5Q0oo
z
N UI VI VI IA
W
o o_o
ro
ri
Ld
Z
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W a
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0 0 NilJ2
L Q QIO
r
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Q V) x
a
a
Q
Z N
N
O
U N
W
N
W HQ
Z
z
W 7
nV Ul '
Z
ZWm
W O MJ
N (I>Nn
lLH
J WO..
J J'Ij
Ld 1 u
O
U CoUO
SRC
SRC
F
s /17/OT
S -5
U
CC
r.+
o
16 1S x
DRAINAGE AREA= *avr!'r DA 0. 30 ac.
13
L
DA = 0.1 ACRES - w M_
Cw 0.40 69 "now Ot
Cw= 0.9 r
U)
LL
U)
W
A
Tc = 5min.
00
Cw 0.90
U
0 ...........
66- 90c
Tc =6min.
SCALE:1"=50'
00-
10 min..
z
0
4N 9 Fa.
DRAINANGE AREA = 0. ac.
Cw = 0.90
Tc = 5 min.
4S 3
6 -- -- --
41 DRAINAGE A
RJR - -------INAGE RIFA. 0.80
to a a Cw + I Tc = 5 min.
9toININ
5 10
DRAINAGE AREA =0.37 ac.
IN is to OVCw = 0.80 8 L7
Tc '5 min.
w
Al
q " ' - / ® _i
4 4f# ' 1 J DA 0.59 ac.
lain Cw = 0.90
Tc = 7min.IN
410
416
A.IN
DRAINAGE AREA
DRAINAGE AREA =0.20 ac. = ac.
A' Cw= 0.80 Cw= 0.80
Tc = 5min. Tc 8 min. II
DRAINAGE AREA =0.90 ac,
Cw= 0.79
Tc= 10 min.
EX5lowwe
24
r
MAN
GRAPHIC SCALE _Mw
LOCATION OF EXISTING, OFFSITE at
STORM SEWER 7A MATCHLINE, SEJ6
SHEET S-2, AIV
SwM I SWM
E; lTHIS E15, -0 r
U.N." .... Mu .... 0 wo ... M..w .............
u 0 0
0 0
u u u
ao
oz'oo
DRAINAGE AREA= *avr!'r DA 0. 30 ac.
Cw= 0.9 r
U)
LL
U)
W
A
Tc=7 MiN
00
Cw 0.90
U
0 ...........Tc =6min.
SCALE:1"=50'
00-
0
u 0 0
0 0
u u u
ao
oz'oo
W
Z
0
w ())N
LLI
Z z
0 LLJuj
Z K
LLI Ln
z _j I ?
R
Z it LLJ ,LLI It
IL M
LLLU 0j uj
0 LU U0LL
U 0 LLODu0
1
DRAWN BY
SRC
CHECKED By.
SRC
DATE
9/17/07
SCALE.
1"-20'
SHEET
D P _ 1 —j
0
Ml
CC
it
5.
2,
uj Vol)U)
0
U)
LL
U)
W
Ld
LU CL
0L
00 Z ca
U
LL 0 uj
of
0Z
LU
V)
00-
0
W
Z
0
w ())N
LLI
Z z
0 LLJuj
Z K
LLI Ln
z _j I ?
R
Z it LLJ ,LLI It
IL M
LLLU 0j uj
0 LU U0LL
U 0 LLODu0
1
DRAWN BY
SRC
CHECKED By.
SRC
DATE
9/17/07
SCALE.
1"-20'
SHEET
D P _ 1 —j
0
Ml
CC
it
5.
o_
off',
I
EXISTING STORM SEWER IMPROVEMENTS
EX. STR. 5- EX. STR. 15)
4 +00 3 +00 2 +00 1 +00
a
O
n
OOmOOb0OOY
OO bNVO
a
AE - [
r
H ! 4 \
w-
TURN LANE CROSS SECITONS /DESIGN
11395 PROPOS£p)
p1
STA. 10+00.00
l EX STR 3
rLrI 41 5
Ai= '-
TOP 00
r
c! V -
T nor.;
REVISED LENGTH =
t
INV I IN 390.83 1 I ,509%
INY.
TA.
965 LF
2.07%
75m CL. N RCP
M
1
0
f r
I
i
r i F
4i !I
I
1
s rR 13 . ,
3072 LF -
6 00%
24c. CL. III RCP
t -
r
r 49
ry4f t I IN ref A M 4 ! •
I
STR. 2A
I
EXISTING STORM SEWER IMPROVEMENTS
EX. STR. 5- EX. STR. 15)
4 +00 3 +00 2 +00 1 +00
a
O
n
OOmOOb0OOY
OO bNVO
a
AE - [
r
H ! 4 \
w-
TURN LANE CROSS SECITONS /DESIGN
o
p1
STA. 10+00.00
rLrI 41 5
Ai= '-
nG'h
s__ •'n,l: I E ru _. -- iy n
c! V -
T nor.;
t
TURNLANE CROSS SECTION
T A.
965 LF
2.07%
75m CL. N RCP
STR. 8 - STR. 10
1 i 00 2 +00
h
hQ nOtl .N
OO p00 h
OO bNVOOJ AE - [
r
H ! 4 \
w-
TURN LANE CROSS SECITONS /DESIGN
o
p1
i
srR. s
STR 71 51.00 LF
52.00 LF 0.98%
7.11% 151n CL /// RCP
15in. CL /I/ RCP
r.•F _ STR 9
477 J2
75in CLL III RCP
STR. 6 - PROPOSED RAINTANKS
1 +00 2+00
TURNLANE CROSS SECTION
STA. 10+50.00
4
e
r . .M .• -
N y. , .
TURNLANE CROSS SECTION
STA. 10 +75.00
TURNLANE CROSS SECTION
STA. 11 +00.00
ri_ -'-
TURNLANE CROSS SECTION
STA. 11 +25.00
TI It'llw," ur. aL µ em" ' -
TURNLANE CROSS SECTION
STA. 11 +50.00
i —
j
TURNLANE CROSS SECTION
STA. 11 +75.00
TURNLANE CROSS SECTION
STA. 12 +00.00
4``
TURNLANE CROSS SECTION
STA. 12 +25.00
TURNLANE CROSS SECTION
STA. 12 +50.00
IN' L
4 41 IN ILL.
ILFI IL-'
7 -7
TURNLANE CROSS SECTION
STA. 12 +75.00
SCALE
1"= 50'(H)
1'=5'(V)
UN(E.5 OTHERWISE NOTE(`
I
a ONOO
In
VOO`h Y ppV YF.
Oti 22p2mav,tizza
f'
11, n
r ,
r,c r
I
N A I
r, i
Uira ..
I 1
STR. 4 - PROPOSED
RAINTANKS
1 +00 1 +50
T.1
w-
TURN LANE CROSS SECITONS /DESIGN
TURNLANE CROSS SECTION (
NOT TO SCALE)
o
STA. 10+00.00
rLrI 41 5
Ai= '-
nG'h
s__ •'n,l: I E ru _. -- iy n
TURNLANE CROSS SECTION
STA. 10+25.00
TURNLANE CROSS SECTION
STA. 10+50.00
4
e
r . .M .• -
N y. , .
TURNLANE CROSS SECTION
STA. 10 +75.00
TURNLANE CROSS SECTION
STA. 11 +00.00
ri_ -'-
TURNLANE CROSS SECTION
STA. 11 +25.00
TI It'llw," ur. aL µ em" ' -
TURNLANE CROSS SECTION
STA. 11 +50.00
i —
j
TURNLANE CROSS SECTION
STA. 11 +75.00
TURNLANE CROSS SECTION
STA. 12 +00.00
4``
TURNLANE CROSS SECTION
STA. 12 +25.00
TURNLANE CROSS SECTION
STA. 12 +50.00
IN' L
4 41 IN ILL.
ILFI IL-'
7 -7
TURNLANE CROSS SECTION
STA. 12 +75.00
SCALE
1"= 50'(H)
1'=5'(V)
UN(E.5 OTHERWISE NOTE(`
I
a ONOO
In
VOO`h Y ppV YF.
Oti 22p2mav,tizza
f'
11, n
r ,
r,c r
I
N A I
r, i
Uira ..
I 1
STR. 4 - PROPOSED
RAINTANKS
1 +00 1 +50
SANITARY SEWER LATERAL TO
SERVICE PROPOSED BUILDING
j
I,
71 -AN lAF r . A' - FAr
Ir
N: h'Mv x`rc
1 +00 2 +00
PROPOSED RAINTANKS -
EXIS TING S FR.
1 +00 1 +50
w]
d , ti z
t
II
STR. 15OLF
I Q%
75in. CL I11 RCP
STR. 14- STR. 16
0 +75 1 +00
n 4r
om o
a
n zo otlf-
v0
o
4
tr 4
5 9OZF
L /I15m. c ur RCP
STR. 18- STR. 17
0 +75 1 +00
Z
O_
F
1
O
O O o o
z z S
0 0 3
Z O O O
W a W w W
w w
Q v
Y7
x
y a•
w f7Y 414(1,) c'
0
W
O W
J
LL
J O
LL 0 a
r
Q
Z v
ry
0
LL NN
W
N
W
Z WU
0
NZ
ZWM
W 0 -i rn
tn N
wWaLL co
WJ -50
J -j w
W1U
O OQL
V 0000
5RC
SRC
9/17/07
HFF
DP -2
e
6J
S w
U
CC
ai
1 L ' i
w-
o
F M
0
Y
z 00, "]N ti i
I
1
A h i
Ir 11 All
M
STR. 2A
6.00 LF
0- CL. 111 RCP
I7801n.29 00 LF
15.52%CL lil RCP
STR 3
55.00 LF f
1 279
75in. CL 11l RCP --
SANITARY SEWER LATERAL TO
SERVICE PROPOSED BUILDING
j
I,
71 -AN lAF r . A' - FAr
Ir
N: h'Mv x`rc
1 +00 2 +00
PROPOSED RAINTANKS -
EXIS TING S FR.
1 +00 1 +50
w]
d , ti z
t
II
STR. 15OLF
I Q%
75in. CL I11 RCP
STR. 14- STR. 16
0 +75 1 +00
n 4r
om o
a
n zo otlf-
v0
o
4
tr 4
5 9OZF
L /I15m. c ur RCP
STR. 18- STR. 17
0 +75 1 +00
Z
O_
F
1
O
O O o o
z z S
0 0 3
Z O O O
W a W w W
w w
Q v
Y7
x
y a•
w f7Y 414(1,) c'
0
W
O W
J
LL
J O
LL 0 a
r
Q
Z v
ry
0
LL NN
W
N
W
Z WU
0
NZ
ZWM
W 0 -irn
tn N
wWaLLco
WJ -50
J -j w
W1U
O OQL
V 0000
5RC
SRC
9/17/07
HFF
DP -2
e
6J
S w
U
CC
ai
1 L ' i
Table 7: Grade Inlet Design Table_
T - 1.
PIPE IWOFWTION INLET INFORMATION
INLETS ON GRAM DESIGN (CURB SPREAD AND INLET CAPTURE)
FX5
DIIA LENGTH'
SRS_
n1anSq 40=0 (Inlersity is 4 irlbir for spread, and 6 5 inft for capwA and depth)
Inlet
INVERT
OUT MATER
Wrining, Coefficient, - 0 013
Curb
Type_
74 r "III
SLOT
LENGTH
Inket drab C «b and Gutter
COMMENTS
I.L(
111W.'I 2.
Table 6. Scarp Inlet Design Table,
411 75 403 50 RCP
Required Storage
2 171
050 "-ft
INLETS IN SUAIP, DIESIGNACURB SPREAD AND INLET SPREAD AND DEPTH)
x x x x x x xlx x v x x , x x x x
EX4
EX3 18 83 93 5
2
Irdernity 4.,Vhl for spread, Bad 6 5 inlhr far cap-ty and depth)
DI-313 CG-r
DRAINAGE
10
ViarrnincIs Coefftie% IS 0.013
iVOT STD 61
6 A
3072 6029/39133 38948 RCP______
Rd CurbaridGuter
5
If II
2 . 112-1 I'll 11
7 ass
7 Grade Inlet Design Table
FINLETS ON GRADF- DESIGN (CURB SPREAD AND INLET CAPTURE)
T - 1.
PIPE IWOFWTION INLET INFORMATION
Approx Duration for Max Storage - - -
FX5
DIIA LENGTH'
SRS_
In-tl _ 6 5Oj (I-II,, 4.rUh, for Speed, and 8 5 inth, for capacAY and depth)
Mannings Coeftient, n is 0 013
Inlet 1-Ndrology C.b and Gofer Inlet
INVERT
OUT MATER
TINLET
P
W
Curb
Type_
74 r "III
SLOT
LENGTH
M*RIM'
ELEVATION
42059
COMMENTS
EYWA
111W.'I 2.
Table 6. Scarp Inlet Design Table,
411 75 403 50 RCP
Required Storage
2 171
050 "-ft
INLETS IN SUAIP, DIESIGNACURB SPREAD AND INLET SPREAD AND DEPTH)
x x x x x x xlx x v x x , x x x x
EX4
EX3 18 83 93 5
2
Irdernity 4.,Vhl for spread, Bad 6 5 inlhr far cap-ty and depth)
DI-313 CG-r
DRAINAGE
10
ViarrnincIs Coefftie% IS 0.013
iVOT STD 61
6 A
3072 6029/39133 38948 RCP______
Rd CurbaridGuter Inlet
OT STD IS-1
EX2A 24 9081 5.25%38260 377 83
35110
OUI TFALL
9121 111
395
1n 1
EXI
1
12
IN POND
11
171
11 1
RAINTANKS
0 DO WOT STD &I
2,37 1700 8.21
RAINTANKS IN POND 100
112
1700 13.69
fi IS
2
12,1
39840 3977 RCP3
D1-3B
412 00050 OaNO 20 UUBaO 41500 OB3 35120 Otbfi3 Oti15 951 105 482 000
398 97 136
40500
2A
r.re,
3W 16 NiTIO FiCP---3
J -2-
3s1zo rusa s I.Ise 0.
MH
IS 1 7110 1 0 .I I I ._j L_145i3j
39600 391 50 RCP3
15'.0-
Table 8 Pipe Design Table
PIPE DESIGN
Par H,dn,I,,L,,
E%a ib OT/ 089 9093 1092 525 55a 3.
IX 021
Poe run 4Fr3
Pye rim eon
e z 990 0T9 or
1z 10 020 oep
10 EfT o00 000 00
P" &Io
P-n 1.11
4 Do
I— 16 -1r
Table 6 Surnp Inlet Design Table
RATIORATIONAL C COFFFICIENI DATA
Area C x Area
So Description C acres -S
Poet- Development D-may, .8000 2610 2086
WEIGHTED C & TOTAL AREA - - -1 .8000 2610 2088
Elevation Plarimete, Area AI+A2,,q,(A1•A2) Volume Volume Sum
ft) ('q j') - (u-) (acres) (ac - ft) (do - ft)
396 16 .0128 .0000 000 .000
396.66 ----- 0256 Ob64 009 .009
39716 .0,38J .0952 016 025
397.66 ----- .0511 1337 .022 .048
398.16 ----- .0639 -1722 029 .076
398.66 .0761 .2106 035 III
399.16 ----- .0861 2443 0,32 143
POND VOLUMEEEQUAIncrementalIncraentalvolumecomputedbytheConicMethod for Reservoir Volumes
Volume = (1/3) " (EL2-ELI) • (Areal + A-2 + sq.rt. (Areal *Arec2))
here: ELI, EL2 = Lower and upper elevations of the increment
ArSarArad2 Areas computed for ELI, EL2, respectively
Volume Incremental volume between ELI and EL2
DRAINAGE DESCRIPTIONS
T - 1.
PIPE IWOFWTION INLET INFORMATION
Approx Duration for Max Storage - - -
FX5
DIIA LENGTH'
SRS_
SLOPE
l/-L
1
INVERT
OUT MATER
TINLET
P
W
Curb
Type_
74 r "III
SLOT
LENGTH
M*RIM'
ELEVATION
42059
COMMENTS
EYWA
111W.'I 2.
Table 6. Scarp Inlet Design Table,
411 75 403 50 RCP
Required Storage
2 171
050 "-ft
INLETS IN SUAIP, DIESIGNACURB SPREAD AND INLET SPREAD AND DEPTH)
x x x x x x xlx x v x x , x x x x
EX4
EX3 18 83 93 5
0 6.53 cfs
Irdernity 4.,Vhl for spread, Bad 6 5 inlhr far cap-ty and depth)
DI-313 CG-r
DRAINAGE
10
ViarrnincIs Coefftie% IS 0.013
iVOT STD 61
14
13
EX2
24 3072 6029/39133 38948 RCP______
Rd CurbaridGuter Inlet
OT STD IS-1
EX2A 24 9081 5.25%38260 377 83 RCP
OUI TFALL JCT 1 00 395 1100 I1.31
EXI
ul V
RAINTANKS IN POND 2 171 7700
DL-
RAINTANKS
0 DO WOT STD &I
2,37 1700 8.21
RAINTANKS IN POND 100 396 1700 13.69
4
3 15
2
279/.39840 3977 RCP3
D1-3B CG,6
OU7 POND
10 40246 VDOT STD IS -1
DET
398.26
5500
RAINTANKS OUT POND 100 395
DET
11-31 398 97 136
40500
2A 30 6W 3W 16 NiTIO FiCP---3
J -2-
2 MH 40400
1
5r T7 G 74
1552%39600 391 50 RCP3
EX1 DI-7
RATIORATIONAL C COFFFICIENI DATA
Area C x Area
So Description C acres -S
Poet- Development D-may, .8000 2610 2086
WEIGHTED C & TOTAL AREA - - -1 .8000 2610 2088
Elevation Plarimete, Area AI+A2,,q,(A1•A2) Volume Volume Sum
ft) ('q j') - (u-) (acres) (ac - ft) (do - ft)
396 16 .0128 .0000 000 .000
396.66 ----- 0256 Ob64 009 .009
39716 .0,38J .0952 016 025
397.66 ----- .0511 1337 .022 .048
398.16 ----- .0639 -1722 029 .076
398.66 .0761 .2106 035 III
399.16 ----- .0861 2443 0,32 143
POND VOLUMEEEQUAIncrementalIncraentalvolumecomputedbytheConic Method for Reservoir Volumes
Volume = (1/3) " (EL2-ELI) • (Areal + A-2 + sq.rt. (Areal *Arec2))
here: ELI, EL2 = Lower and upper elevations of the increment
ArSarArad2 Areas computed for ELI, EL2, respectively
Volume Incremental volume between ELI and EL2
DRAINAGE DESCRIPTIONS
STIR PIPE IWOFWTION INLET INFORMATION
Approx Duration for Max Storage - - -
FX5
DIIA LENGTH'
SRS_
SLOPE
l/-L
INVERT
IN
INVERT
OUT MATER
TINLET
P
W
Curb
Type_
INLET
STATION
SLOT
LENGTH
M*RIM'
ELEVATION
42059
COMMENTS
EYWA 18 495 48 167%411 75 403 50 RCP
Required Storage
2 171
050 "-ft Td= .3167 h,
x x x x x x xlx x v x x , x x x x
EX4
EX3 18 83 93 5
0 6.53 cfs
91 43 RCP
DI-313 CG-r
DRAINAGE
10 40877 iVOT STD 61
14
13
EX2
24 3072 6029/39133 38948 RCP______
MH -
MH
c ------------
404
39500 OT STD IS-1
EX2A 24 9081 5.25%38260 377 83 RCP
OUI TFALL JCT 1 00 395 1100 I1.31
EXI
ul V
RAINTANKS IN POND 2 171 7700
DL-
RAINTANKS
0 DO WOT STD &I
2,37 1700 8.21
RAINTANKS IN POND 100 396 1700 13.69
4
3 15
2
279/.39840 3977 RCP3
D1-3B CG,6
OU7 POND
10 40246 VDOT STD IS -1
DET
398.26
5500
RAINTANKS OUT POND 100 395
DET
11-31 398 97 136
40500
2A 30 6W 100%3W 16 NiTIO FiCP---3
2 MH 40400
1 18 2900 1552%39600 391 50 RCP3
EX1 DI-7 000 VDOT STU IS-1
8 DI-36 CG-6 10 40600 VDOT STD IS 1
5 15 51 00 0 96'/D 402 00 401 50 RCP3
12 DI-3B CG-6 8 40873 VDOT STD IS 1
11
10
15 52 00 1 _15V 40140 16680 FRCP3
40640
9 15 47M 638%400 397 70 RCP3
8 DI-36 CG-6 8 412 78 VD07 STD I
T715
9655 2 Or/.40600 40400 RCP
15 15 00 1001.366 44 39634 RCP3
DI-7 401 50 007 STD IS-1
18 DI-3 C6G-EE 10 42438 UOT STD IS 11
17 15 1 6 410 10 PVC
a » »••• .. .- ..... . ..... •
6 07 --RETURN FREQUENCY 2 yr / Allowable O,tfla. 1,
C' Ad,111-111 1.000 .... I_Reqlilld Storage. 050 ac-ft ------
Peak Inflow- 6.53 of,
HYG File Dev 2
Q Td = 3167 has ReReturn F,,q 2 ),
Approx Duration for Max Storage - - -C adj factor 7 000
0
Max
Return
Tc= .1667 hrs
H YG Vol Opeak
I = 4. 1001 I /hr Area = 2.610 -re,
Pond Storage
Q = 8.63 cfs Weighted C - 800
U
oc- ft Tri,
Adjusted C - 800
cfs ft ac-ft
DRAINAGE
Required Storage
2 171
050 "-ft Td= .3167 h,
x x x x x x xlx x v x x , x x x x
31000
AREA
v x/,x x x x , x x 0 6.53 cfs
1667 8.21
a
DRAINAGE AREA 100 396
a 0 = 6 07 at,
Ij 69
x a AII-00fl-)
x
a
a NOI TO SCALE x
170
c ------------
3283 hrs T
MASTER NETWORK SUMMARY
Modified Rational Method Network
Nad,=O,tfdl1, +N.de=DivarSia,;)
Iron= HYG Truncation: Blark=None, L=Left; R=Rt, LR=Left&Rt)
RETURN FREQUENCY 10 yr / Allowable Outflow 799 of,
C' Adjustment. 1.000 Required Storage, .061 -ft
billo 'll . 8.21 If,
a To - .3500 h,,Return Freq 10 y,
Approx. Duration for Max. Storage - - -C caf factor- 1 000
0
Max
Return
To= .1667 hr,
H YG Vol Opeak Qp,ak Mav WSEL Pond Storage
Node ID Type Event
U
oc- ft Tri,hrs cfs ft ac-ft
DRAINAGE AREA 2 171 1667 6,515
x x x x x x xlx x v x x , x x x x
DRAINAGE AREA 10 237 1667 8.21
a
DRAINAGE AREA 100 396 1667 Ij 69
a NOT TO SCALE x
OUTFALL JCT 2 170 3400 5.59
OU TFALL JCT 1 0 237 3700 740
OUI TFALL JCT 1 00 395 1100 I1.31
ul V
RAINTANKS IN POND 2 171 7700 653
RAINTANKS IN POND 10 2,37 1700 8.21
RAINTANKS IN POND 100 396 1700 13.69
RAINTANKS OUT POND 2 170 3400 5.59 398.02 067
RAINTANKS OU7 POND 70 237 3700 740 398.26 083
RAINTANKS OUT POND 100 395 3800 11-31 398 97 136
RETURN FREQUENCY 10 yr / Allowable Outflow 799 of,
C' Adjustment. 1.000 Required Storage, .061 -ft
billo 'll . 8.21 If,
a To - .3500 h,,Return Freq 10 y,
Approx. Duration for Max. Storage - - -C caf factor- 1 000
0
To= .1667 hrs
To= .1667 hr,
Area = 2.610 acres
I = 5 4007 ,Ihr I Area = 2610 --
Inlet
0 = 11.37 cfs Weighted C 800
U
Adjusted C .800
Required Storage ge
V)LU
Required Storage 1
To= ..3,500 hrs
Z.
067 -fl To= .,3500 hr,
x x x x x x xlx x v x x , x x x x
1 39000 in/hr
x x x x K x xlx x x x x x x x x x q = 8.21 cfs
a x (Afl.w.01tf7a.)
a
x
u 7.99 cfs
x a x (Allaw.0,tflaw)
x a NOT TO SCALE x
LU1-
a ------------
3612 hrs T
J546 h- T
C' Adjustment L 00 Required Storage. 776 ac-ft
P7"r -- -------------------- ------e aI' " 13 CHY6leD-100Fi - .......... ---- .... ...
1-11 ......
Q/To = 3500 h-Return Fred: 100 yr
Approx. Duration for Max. Storage - - -C ad,, factor 1 000
0
To= .1667 hrs
1 8.8001 lo/hr Area = 2.610 acres
0 18.53 Weighted C - .800
Inlet
Adj,,t,d C = 800
U
11
Required Storagege
V)LU
716 ac-ft To= ..3,500 hrs
Z.
65000 in /hr
x x x x x x xlx x v x x , x x x x 0 13.69 cis
a Q= 1310 at"
a x (Afl.w.01tf7a.)
a
x a N07 TO SCALE
0U
a ------------
U
LU1-1 .
1. 080 mm
j
3612 hrs T
a Ol 3 to, RCP I, 00 fqr±IDPE
Pipi,
E
e
I T T T I S N NM h:{ -
IN
I
1 =
LEM IN SUIIIIP DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
lrw.ty 4 =- jrriensirt I. I., Speed, ard 6 5.rilh, far p-ty d! depth)
0
h01ann!n9S C..ffic.ht, ri is 0 013
Inlet Curb and Gutter Inlet
U
11V)LU Z Z.
0
i
0U
z
1 ,U U
LU1-1 .
20 1. 080 mm
j
E
Z
0
U
11V)LU Z Z.
0
0U
z
1 ,U U
LU
1-1 .1 .6 o E
o
ul V
V1
Z
0W
00 0
U
LL 0 W
Z
fY
LU
z
LL 0
W 0)N
W N
Z z
Z >0)
UJ
z
LA 0 5 100 )
U'l v) N
0 U)LULLU. 0LU -j
0 LU 1y U
O Q LL
U 0 1 LL00U0
1
DRAWN BY:
SRC
CHECKED BY
SRC;
DATE9/17/07
PROJECT NO
SHEET
DP-3
ai
General construction notes for Stormwater Management plons
1. All dams and constructed fill to be within 95% of maximum dry density and 2%
of optimum
moisture content All fill material to be approved by a geotechnical engineer. A
geotechnical engineer is to be present during construction of dams.
2. Pipe and riser joints are to be watertight within stormwater management
facilities.
3. For temporary sediment traps or basins which are to be converted to permanent
stormwater
management facilities; conversion is not to take place until the site is stabilized,
and
permission has been obtained from the County erosion control inspector.
NOTES:
1. SEE SHEET SWM -2 FOR DETAILS ON THE FILTERRA UNITS.
2. SEE SHEET SWM -3 FOP, DETAILS ON THE RAINTANK SYSTEM.
STORMWATER MANAGEMENT CALCULA
Table 12 Water Quality Compllartce table
WATER QUALITY COMPLIANCE - 0-111 for the site
Table 14 Detention Compliance table
If
project area 2 77 (This ,s the corner ed area of Ties 2 Flow Auto Parcel abN Rt 250 and a portion W he back Flow Auto Parcel)
area captured 262 Note 1 47 W Tire 2 62 is tested by Fill erras 8 2 11 acres was ensbng imperwous area
percent capture 95% (should be 90% a better)
t 09 1 0, or o 9 for siR ,n the deseloD,*ent areas where e>asOng rnperHOUS cosec is greater tlmn 20°h)
Detained Areas
Poa I pre (2 Year1
740Posrlknelgx,vn (tU YCari 262 RW
Pm,-0etelomnxt (,00 Year 2 fit 11 Jt R^NM w Rartay.
g s
s i D,a:^ qva we<tm ,- y Anr
P°stlel,pmart n0 Year)
E 3
Peal{ xp, (tOU _—
ZZ 2ugx Q
d
rail Flnaa HVJ
fa y lyce...
26J
0.anaae gnash ve oa6N low
inpe us area before dewroprrenl in designated wowth areas CX1 be a nYnlnWm 20%
this is r osl often NOT tie entire property, but the portion of the property wth,n the sub)ect drainage area, or the drainage area to the facility
see Table 13
STORMWATER MANAGEMENT CALCULATIONS
Table 14 Detention Compliance table
ET171TION COMPLW7CE - Overall tar the aka
project area (—) 2 T,I w to omus w eenma„ce:
area deb,ned (acres) 262
percent CW- 95 ° M s1,o.K ee perseen 8rl`6 artl 1209::
A g
Detained Areas
Poa I pre (2 Year1
740Posrlknelgx,vn (tU YCari 262 RW
Pm,-0etelomnxt (,00 Year 2 fit 11 Jt R^NM w Rartay.
Pos, xKwan,arn rz Yaa , r t s i D,a:^ qva we<tm ,- y Anr
P°stlel,pmart n0 Year)642 P3nega q- pasae0 va s1°rtn saver on Weslen pmpeey Asa
Peal{ xp, (tOU _—ti pana°c q pas va storm aevr un Weale,r, poRStY Nre
0.anaae gnash ve oa6N low
P ^aiiw„ry ltp .es, ._1__ I oJU lua,aave oywaaa,f va owaan now
lo..e,s,..e:._..._e ,.m v.,., n tv I nose a ameea va oenaal saw
I F-
ss 11 2p
t53t > 146[
2.G UW
PRE— DEVELOPMENT CONDITIONS POST— DEVELOPMENT CONDITIONS
NAD - --
NAD as
Z
FEE'
I
s 1
LOCATION OF EXIS77NG STR
2, UNROUTED DRAINAGE
FROM ROUTE 250
ISTING S
IOCA OF
rIEX -' II - _ DA = 0.13 ACRFS
I- - _I TINTR.
4 /// lQiililll!// ONSrrE DA 0 oo ac. Cw = 0 35
N iif!liliii a-'- _
r. , „ , - ei/ M OFFSITE DA 1 it lot
a DA 11 ac,
D.A. = 0.03 ac _ ' - I __.__.- .i I T I --Cw =0.90
Tc = 5mm. : f
DRAINANGE AREA = 0.05 ac.r;Cw =045
Y i Cw = 0 67 - Tc - 5
Tc = 5 min.
DRAAMVAGE
jL1
iN /N °` _= = - tic = = aft"p,
off "r . i ,, : I
r ,®. ` '
N ' i
mom• ( «DRAINAGE AREA =0.37 ac
Tc - '5 mm.
all
i - - DRAINAGE AREA 2.51 ac - - _ i eTi - j; _ _sa. i.-,- ;Y'-- I, __1''.°.m _ _ r _ _C. 0 _ _ - _ - I '+ er
ti' I >•- - re r. - I m f I
w 1'
i i - - ' 1i -::.w 7ia ;,g <
s 1 _r
DRAINAGE AREA =1
o' _ Cw6 0.80 - - _
eatal-enal /f _-': < ".. - --... - .. - - _ t• i ,
m !;
fllt/f
a - a = a - /ice / /iNN // - - --- ,• •, LOCATION OF EXISTING, OFFSIT'
N / //j /!i STORM SEWER /
EXSTING STORMS O _OF
SEWER NN1N /NNIIIf(f /, LIMITS i
a
MATHLINE -SEE
MAT(liLINE - SEE i SHE[T DP -1SHEEZfDP-
a 3 r.
Z
n
f-
d
U z z z
nW f i i
n 0 0 0 0
z z g z
0 ' ,O O O
U U Z
N NZ222
0 0 0 0
z
Q
Q
bz n
1
f
W ICY
1'iY0)
Q
n
W
V/
W
Q
0
O Z
Q LL0
LL 0 0
W
aQOof
a.
LU
Z N
ry
O
LL ON
W
N
W Q
Z WZWO
l7 mcn
Z
Z
W 0 _
Ln VNN
Z LLWM
LLJ o
JW
0
Wfh
O
U o00
8 -
SRC
SRC
9/17/07
SM 1
M
G
L"
u
l '.
1 WPB NLR
faRRNA ` 1
INTERLOCKING FILTERRA UN' ST01Mw1.
JOINT-T(TT -) .
IRtH;itlR[
i n z
m
malt o
U Aii . SYSTEM m rc'r Id,p PKVaf aru
dY ANCst RICAST
CROSS SECTION
TDx1E (k3 -30- OS - sLP -1
FILTERRA® TYPICAL PL)YFLM
AND OULET PIPE RELATIONSHIP
cao, No,
FILTERRA
PLAN VItW
PLAN VIEW
S!ANUARo TRANST lNOY
CURB AND La RE HHIHEII
iLEY'A' MUST
cuRa .wD Tc
IItPCaar DPEMNC (rm) sEwraa do w aw[r 4aY v
DE NNNIER
mmFR nFr!assr:
rn) GUTTER oYPi
tom[
THAN ELEY B'
Fl UN
or ri) GU - Al J LbN1k.
mIERI BYPASS CURB INfT
THRWT OPCN'NL (NP)FLOaILN[6Qr A' ltplRatla tl{aY'a
1) 3x3
ELEVATION VIEW
6 v 6
INTERLOCKING FILTERRA UN' ST01Mw1.
JOINT-T(TT -) .
IRtH;itlR[
i n z
m
malt o
U Aii . SYSTEM m rc'r Id,p PKVaf aru
dY ANCst RICAST
CROSS SECTION
TDx1E (k3 -30- OS - sLP -1
FILTERRA® TYPICAL PL)YFLM
AND OULET PIPE RELATIONSHIP
cao, No,
FILTERRA
1\
PLAN VIEW
1 i ELEV 'A LIST
CURB AND La RE HHIHEII
IF, THAN ElEV v
ta.[
dlrrt!N Ow aa,rwlt
CEIRROM CU`M AS J MTFRRA a%PASS c+lFm wlkT
IItPCaar DPEMNC (rm) sEwraa do w aw[r 4aY v
ELEVATION VIEW
aTrmfA i
I
CURB (llr, GRATr IN-El.
CNICE d761. OR CT@RRNORY LGWFR tIEVAIpN
PLAN VIEW
SrAtOARD I TRIMSRgN FRpr BLEW HEIST
coma AND BI I BE HIGHERntr.FR xRaESSEO THAN SLEW WT!t') m1rTER (*VP)
sYOaN[
n1Rar. naosr
nI ' GUTTER CVRa aJr. CRATE R OT,FLOW 91lvdaGE pTCN OR 01NER
nEPNESSEO co"ER AT
FORM ff EWER utvATd)N
l I Fly BYPASS RELIEF
MROAr caNlnc tTTP) saY'A' Molafltt[®avr
DRAwolc AVNI Ir w nF stir n~'. ELEVATION VIEW
1) 3x3
twiF OS -09 -OS an: FLR -2
6 v 6
7 (F EA:1IlVIJLASOIL`.lJ' LI®RiLA FOR f UBIC
REOUBt2D EPYlOTlYE BYPASS a>
RYEI $RHINO
A A (m mHFRSI
UST NTO FRCGLST a0l
wb nr NILRMASI
am Fr PIPE I
LOGTION VARIES) I
m PLAN VIIIY r
L ;ANI A5 5U'ILEll
CL CoMOR
TRFE
EANDUT A cRATF BY AVLRICAST G.NVMn-
CAST MTOP SlAa3 CIS' IN (NOT SHOWN -1 NDSINO
I.H SW \ \ TOP SUB, FOR LIARI!Y) LVRB AND CllrlrR
STREET
I
O _ DOaCL W1
0 12 cc
IM cH PR13VIDED B! AYERICAST J o - ravRAnr S n-
r1LTER YLDM PRP - R1 —ICAS' !
tlT AY6A,CASi
SECTION A -A
caamNO AVNIARLF IN IF 1- fOIMA'
12 -22 -04 Dbc FTNL - IFD,[rPRECAST1Ai11CS1n5al1JU® N IAMIT lC f llGl1D
cy,Na,mn4. MMATLAKTRC ti unrr.eaa',asa
PLEASE PRINT AND FAX OR EMAIL THIS FORM
AN INTERACTIVE POP FORM IS AVAItAaLE ON THE DAscT CD FOR EASY EMAI L.NGt
Filters® Project Information Sheet 1\
Complete & send,, Amencusl by amid, Ta<w
ZE
Add,- 11352 Va"r1.I` —Raul
DESKAAnON L W on @ slzE PPE
Toll Free: t866)3d93a58 Fa %'801) '1526836 i
1) 3x3 4PVC
iesign(gfihcrrrcom
ra
8 - 0 " --1) 3x3 Wi
6 v 6 6' a B' -0"I) 4x4 PVL
6 x D'
0.3
Fax. e4o9)S4S - 6]69
PVC
6 x 12 6' 0
Regulaiery M,mlmpel,ty and 8l,ic (city, roanry, cic
IMiIXLGCKING JCINI 1iYP) -
caamNO AVNIARLF IN IF 1- fOIMA'
12 -22 -04 Dbc FTNL - IFD,[rPRECAST1Ai11CS1n5al1JU® N IAMIT lC f llGl1D
cy,Na,mn4. MMATLAKTRC ti unrr.eaa',asa
PLEASE PRINT AND FAX OR EMAIL THIS FORM
AN INTERACTIVE POP FORM IS AVAItAaLE ON THE DAscT CD FOR EASY EMAI L.NGt
Filters® Project Information Sheet 1\
Complete & send,, Amencusl by amid, Ta<w
Fillertn@Dlninuee
Amn(ac)
Add,- 11352 Va"r1.I` —Raul
Lyp.
Spot- Clevwlans
TC FL
yS
Aahle, VA 23001 f lraTollFree: t866)3d93a58 Fa %'801) '1526836 i rramRN)7 9tl.6i 68 Email:9 iesign(gfihcrrrcom
ra ne.m.
G a «rN Coobct LFormatfon
4 S-6 PL
B SA 35 P.0
Enginrsring Firm C.o lli,t ' „ -... LLL
12' c"
Cnrtent Dnie t -v-
C,nt,eu - S _,II.a•, f,c 1. -
F -8
Phone. (FG 4J S¢S'4J 3L
Emalr ile.,o
0.3
Fax. e4o9)S4S - 6]69
i ro «e 1.frma fa
Ro)ectN Regulaiery M,mlmpel,ty and 8l,ic (city, roanry, cic
IMiIXLGCKING JCINI 1iYP) -
Flltat -0 Deh3b (C.”, mail or tau plans to Amerieaat - Acceptable formate are A[toCAD or pol)
StrucWrcID L x W IA7
Dime,ISIUnI
Filterra®
spa Elc.'min,n
fC 1'L
Fillertn@Dlninuee
Amn(ac)
RypacsID Lyp.
Spot- Clevwlans
TC FL
yS PIC ass U N 111,1
F -ifiv 6x12
4' act? IS FVC
O. S 0 l a
Ml
4 S-6 PL
B SA 35 P.0
Z • -_12' c"
To -
I
F -8 G K /o F14/ "0.3 a AI i k1
1RFF FTOP(SIA - i0P RI83 .FNOR71 IM :- ANGIt. NLF,M1O
pnRB N1D pTrTERTQaUB
IMiIXLGCKING JCINI 1iYP) -
I1
r .ml Q
II
IXIbF'l BARS
tI
III
L
l
FILTER LDA 11OV.DF1l
BY AMEnCAST
II
UNDEROR/JN SYSIFY
BY NRRICAST
SECTION A -A
I1
II 1I
r'` Dciud pn plum- .,,, .,. COI AInil,n Plain F FT PIw, Noicas— r
9/HNf wwwfWernrow T,II Free (Bfifi134 &3456
Pepe a
a •
L to QTl' @SIZE UNITPPE
6 x a 6' -0"4' -0'11 3x3 4' SO -35 f5(:
B .8'
INI fi SHMINC
et mRL,s7
A
4' act? IS FVC
10 x 6
A
6' -0"Ml
4 S-6 PL
B SA 35 P.0
Z • -_12' c"
To -
c Ra (m oINF3s)
vl
C Nn0 PIiEGSI 130% WALL ..
PI AN VIEW
amFr rlrE LocwnON vAtBFS)PINar AS suPPUCG
cltA2wcavFRCAST n NdERIGST
VFrIN -I
1RFF FTOP(SIA - i0P RI83 .FNOR71 IM :- ANGIt. NLF,M1O
pnRB N1D pTrTERTQaUB
IMiIXLGCKING JCINI 1iYP) - II // BTREEr
r .ml Q IXIbF'l BARS
L I FILTER LDA 11OV.DF1l
BY AMEnCAST
YULLH PROVpfn RY AAERIVST '
UNDEROR/JN SYSIFY
BY NRRICAST
SECTION A -A
DESIGNATION L to QTl' @SIZE UNITPPE
6 x a 6' -0"4' -0'11 3x3 4' SO -35 f5(:
B .8'4' act? IS FVC
10 x 6 10 -0'6' -0"Ml
4 S-6 PL
B SA 35 P.0
Z • -_12' c"
DRAWING -1-1 N nF FlIF iOPoMT
naF 12 -22 -04 - FTNW -2
PRECASTallICG3flN„.;,; oUnoN fierra
MDATLAwne ma
0
Filterra Standard Plan Notes
filters
onstrncHen & IwsGEaHnn
A I:ach mot shall be constructed at the lolahou and d-blms according to the ,
lawn uu U,e ep}xwea ,kawulg> An, ,°uhfiutican tc U. lucahml anal)
be a1 Inc d,recnon of arfd aplrovcd by the Erlprner
B If the FUrena f mini twfnre untallati rni, the toy slab 111 tr plural w de 1 -
rising the 2s 1 wood 1xovNL. to txeserrt ary cmftatrnranon from the Rre All :ruamal
led ifwnt mus!be leftm lace a. aW6 densfitWlgssuppl - , P p erY
C. The rmit sha! 1 be placed on a compacted svl. grade -di a mnntrem o -rrch gravel b.e
matdu die final gnde of Ue curb hne in the area of de unit The uut to be plaond
such that the III and tap Aab nii fle grank c t the curb in the area id unit
Ca:gacl ml.ksimbed aul.grede ura tO 95% of nm-.. blandly al -1- ?% of
opunicti nanstue Unsutable nel-W belm sub grade shall be replaced to the site
engm:er's npprmat
D Oudet .:oruetnms shall be aligned and Faidad to meet the apprmd a r—ps whh
mOdlficab., °cccssory to meet 61tc corlWhms and to al rguluhcm;
E (ince the not is set. the vaemal wooden, forms and prof— mesh be left
mract kerrYrve only the temporary —don slg,pmg blacks between We box and cop
Iah Th. f-q, hd ala n ld h sealed not.T the I- snxuxr laific l%ukfilling, UI a nnn-
dra n , grout- butyl robber " atrvdar Wi seal The hd- on top of the A and
boards sealed m the -I's throat rlatat NOT be removed Iha Supplier (A—cast or
it, mdhovrd dealer) roll remove ffi a ircNDm a1 the hrM N achdanml Tlacktilli g
twin! tr perfomed rn a F aeftil nm,aWx, nroignN dx appopllate (JI nmlenal up m
o' lift; on all sldc, Praca, s icnmrs shat] h y in a mamcr that will result in awacriphtlentInadinstancesmsofllanmlofrdtimatshed -I.m to A. 1 M
peufcxtieo CRn] - sli and Pfactc. lo, hntallal.o,I Cf1lld,"4cod P,ecast Utah.
Structures', unless directed otherwise m cennaa (bctaneras
F nlnb and o,mrr conor,cum (,Nh- pr-ua) *hall ersrr:• that ttr fl-4- of the
FUteaa duo ii at a greats cdevar. than tie floe -fine of the byr ca st— or
nheffdrnp Wet curl, cut or sunilu0 F.1- to ocati rIW thus gudA -may' camefain., aadl.T damagr to t I'd.- — T,,rvnrntel &--
t) -..I, I ,l errl' urrit must receive adequal —gaton to — sumval of the hving
by14m dinng paned. Ot doer weathm This may he ached thrro:ph got- tl- m
do-ldl dm see graLL
HW OTHFR IM;A A (RY 4FR5)
BVk as P c0V
LISr INrO PRCT T 90NyL ".awN vAN'es
l— —
cu. (e, onars)
m
PLAN VIEW i J
TRFr FIWIE &GRA'CWS, nAa ', aANr As sLRP.rD
Hf AVLRICASIClFN10UTW4LA _ _ ClLVNtlGS• 'DP SIAB \ ( 7 FnF ry7 / AN(RL NOSING
my SW3 / CLR6 AND GLTIrR
RV _C OIHFAS)
T/ tlavt. RAas
i '•'1I - 0 11 cc
YUI CH rROMOFD RY AYFR SI m \` UND0,nNNN SriTEY
ni YFDN PN(FtaD 9Y AMFRIWS'
it AVF GT
SEcnON A-A
DESIGNATION L W ODRET'
OIY @ SIZE PETE
e 6 6'-U' b -0' (1) Jx3 t Sf1N -t-5 P.M
DRAWING AVNUBLF IN nF FLE WRWT
12 -22 -04 we FIST -2
lltillLSinS l /Ld
PRECAST
TAARD CONFIGURATION fllellD
Atdvaliva ltfi erra
A Activahon of de Filt3m mud ra pif'wmal r)\L.y by tie 41FgW.R Auclm>e u
respmislMe [in Plherta Intel protecnrrr a. 1 sahcaTU.. r[ clear. aril crut Ttus procure
Uaanot co— c tmbl the pros d an, r> tu115 tdobd >d and dxn:d (full
landsrzplrec, gram cover, (uml paving amt street sweeping complet i;, nNaung the
chance J--ca. mmerrah -n- Tianng the Filterra sysicm Care ,hall be
taken d ninz ca!Struct not h damage tha pracc9ve ftuwl mat top plate.
D Acuvannnmdudas msfa]ladon ofplant(R) and mtilchlavers as naces;an.
MaIwemwI
A Each —ad, II IellGl F A-on Tfrat na To ba man tainrI by the Supple m a
5uppli.7 apprcwcd ammrctoT t« n mnacan ,aanpod of I yea IM —Fcostofth. ,
To 1, mrhd,d m the pr- of each t -lb um1 EM M d Demtermmr cattrad,
are available at aena ccact W. regrest
It Armi.,l mntntrnamr salmis of x mwmfrtn O1 (71 0.daled -ts The runts are
nuhe,101ed seaun roily, Ilse .gn,lfg v:n anon Lt- des: up afro wn,a )oath oRdtAh,w
salts and bards The fat] r.it helps the aystem bd removagr axc—c If hd6r
C F.adl —11 1- cmiasls ul'We full-Mg testa
I F'tlL:rt o reel nspxtnon
2 Fne,gu clU u, sdl, nwidr Rr ba unawa!
3 Fier media evaluation and T.hatff as recaa,a
t Plant Melth melwaon end prmom,riac m'>:r¢as rlcc,sYnry
Replarrrm-ni o(mul.h
b- Disposal of all nauntermree refuse nano
Mwnterena: rxor updated afld stmal IrepOrh aralahle upon regtfeal
D, • the Wi n 1a,µ mni aid„,; &., of sifficl'. o11,pft o e, mild- din hutulled
system shall be &t--d ty We 51pp w at die ntu: tM systera is activated (wmur.
must 7-Tdy 7nN'h- Suppna ct an) danage to the plant s1 wluctr ceraaliaie(slanudeglal }erf o(Ux blmetnbou _-1-logy
or. a.T. wTVlr.tllerra.c® 'w .,., .we w . +v
z
0
a
U m
w Z WW
V u O
Z 's
0 0 a W00 I
u
w w w n w
F N m m
2
w
Q
zli \ h.,Y.
J
V1
Y
z
w
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9/17/07
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RAINTANK DE (FAIL - NOT TO SCALE
SIR. 10
RIM =408,40
I
IMAIN
PENANCE PORT
TOP OF RAINTANK = 399 .
OS_
MAINIENANCE
PORT
15' STM PIPE 9
INV IN= 400.70 _
INV 0U1 397.70 100 -YEAR STORM ELEV = 396.9
L= 41,001 S =7 327, 10 -YEAR STORM ELEV = 396.26
2 -YEAR STORM ELEV = 396,02
BOTTOM OF RAINTANK = 39616-/
RAINTANK CROSS - SECTIONAL DETAIL
BPIXF4 f1FD 1
r (ECCAO9Y.1MrIX+C-0fall
enxNa6nr<,xttxalir \ . sUxr 1I ralmlMlx ,
RO.m)uM
z } R ':r, ( f t1 -
Ir run oml
I x4IC 61 mr
xax]6xpINmM.r'Ar °11 .' a6ana
I
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Ln1lSUL41lScJ D- RAINTANK LOADS
Wafer Managemerrt Tor LSla"
RainTank Dimensions
1
STR. 4
RIM=402,46
I STR. 2
15' STM PIPE 3
INV -m 398,40NVOUT- 397,70
L= 55.001 5 =1,27%
1
I
30' SiM PIPE 2A 18' STM PIPE IINVIN = 396,]6 INV IN= 396.00
INV OUT= 396.10 IN OUT= 391.50
L =6.00; S =1.00% L= 2_g.001 S= 15.52%
SEE THIS SHEET
FOR DETAIL
NOTE
THE 30' OUTFALL PIPE BETWEEN THE RAINTANK SYSTEM AND INLET Z IS AN EXTENSION OF
THE RAINTANK SYSTEM AND SERVES AS THE OUTFALL FOR THE SYSTEM TO SIR 2 STORM
STRUCTURE 2 CONTAINS A WEIR WITH A 6' ORIFACE DESIGNED TO DETAIN THE
POST- DEVELOPMENT TO PRE - EXISTING CONDITIONS. SEE SHEET DP -3 FOR ROUTINGS.
THE OUTFALL PIPE FROM SIR. 2 IS AN 18' PIPE, WHICH CARRIES THE FLOWS AND
OVERFLOW FROM THE DETENTION SYSTEM AND THE 18' PIPE 1S LARGER THAN BOTH INLET
PIPES INTO THE DETENTION SYSTEM
RAIN TANK" DIMENSIONS
D- Raintank® (Matri) speclflcabons
44b4a/.'..IRM.15a:e'°NIISIFRMi a1101!IIMa!N.1 'al , L...;. ) _
lim (112
9npe (11
Ooude (2r
a0rt
a00
a
606 865
16W 6,tE
2f.9t M
268_ a5C _-_
263 60: 65
Inpb i3)16 !YL 2e bl 1310 __fit 51
F„aai5 w ate 2,]6 x643
RAIN TANK LOAD SPECIFICATIONS
Wlarial - - _-- - - OS °w mcYGetl Praypmrytene . t m6 PrIallex proPnalary wiwed mmHrals _ -
amlwlwi a Ch<nlwl unalRCUa br ndao and aplw, sal.mwne fnemww baamml ana Nwman 1Reara _
Unconfined Lrueh Lwd 34 Per
LofKFTr UnconMed Creep Teat: WDay Dead Load Creep Teat
Lwd Apgl a 2 406 -
I
Toni 98am Alter se
Crap auafam.d Miler BOpays 040Y6
TemOerature - i - 2bN31 WB'Ff•3]a)
RAINTANK MAINTENANCE PORT DETAIL
Module Width Length Length Haight Megbt
funds)Wfth 11 inches)mm)inches)mm)inches)
Mini (112)408 1606 685 2697 240 945
Single (1)408 18.06 885 2697 450 1772
Double (2)408 1806 685 2697 880 3465
Triple (3)408 16.06 685 26.97 1310 51.57
Quad (4)408 1606 685 2697 1740 6850
Pent (5)408 IBM 685 26.97 2170 8543
Module Tank TSnk Water Storage Water Storage Number of Plates Talk
units)Vowme(ef)Volume (gal)Volume(cf)volume(gal)Large small Weight(lbs)
Mini (1 f2)24 1796 2.27 1706 2 / 4 / 2'10
Slagle (t)4.44 3322 422 3156 4 / 4 14
Double (2)8.69 64.97 8.25 61 72 7 1 8 26
Triple (3)1293 96.72 1228 91.88 10 / 12 38
Quad (4)17 17 12847 1631 122.03 13 1 16 50
Pent (5)1 2142 1 16021 1 2035 152 19 16 / 20 62
REQWRES 3 PLATES
MIUNTENANCE FORT
Y ^°'!P.•{!w s LiM ) riaal':n.;$... ,.._.
srlge(t' u 22: 1261ST - r
tba ,l9] /fist
pa 'ni
a
Br f2a50a 82-21 6172121364 s 2G 55'11 ]9
nrpr(31 ®ras 67?t.rd 131
u
i Dr - 38 tr 14
uad14) 1]1]:046 2171 -31 1 t831/0 2 01/bl oo 3 50Y268
m A/ 21 ,Liudl de, 20 %r0. 6fi1B /5]n 1U -- - 02/R12
a,ahu Arw BSnrW
alantlM mcYdad YPrWl4eny .15'S Aeemeprapne aaeclaa ma,.ana - _
ebblenemMilRU+.ta1u ndkeeOM a 13 11 eaa6vnre drcm axM
empe.n1<
nssrsaer w w... m.mwe Iam4.,r ww mev an. sea.. m... m.•.eamwa ma m war n. eo. »Win..
1aaW unwMasd f1,W Tewlq Slda latl
N amt
lnnp rein .n emgl tat as /lay owe LOa aew Tat
rrr„nw
m°i. 3. - -- -'i
1
xox,
xESn1 -
war c.nuv
Af Iitbo
filterrar
A Afn,aaaa of t!r Fshma` rnat u peafmmed O:ILF by dfe Svpphn Pmfhaur re
rapaoslbl< fos F,hare` ,det protechw W aubaequrat clam om cost Tiffs patters
Imhl the pwpxl vm u fill} snbhzM and weaved (fuLLludsesplogpassones. final Pm'tag and stren -Mg complr") gahng Ibe
ahem, of ctmatavcuw metnmis cmlammatmg fbe F,hem` system Cart shall 4
Gtm during eooatmcaou not ro deaage It a prohcul.2 Is- and nap pima
B acpym ®meladrs maulLeon of pimp :)and mdm layela .a a<fe.nari
A Each c dly mxahed Fdmmag ,nit u to t mamfame4 by t Snppllm m a
Supplier apprm,d comnflor for a na- pamd of I year 11 cwt of tWs sema
sa la be mfhNed m Ge prsce of each Fdlmaa omt boa dad mamteumce <oeta
u<.radable at none con,,Poe mR _
B Aamul m,Iwmmre cansasts of . avvmum a[ (21 schedded two The coos are
schedded seu®aLLy, the 6prmg -1 u w stem ,p aRc retdn loads mchWmg
sobs and snide- the Gil uua helps 11r sysBw by mamntug escessvre Wf hnn
C. Eachmamreumce unit cmush oErbe faaona costs
Alxsra' coo ropiest..
Faseign debts It, mstcb & flash remo,al
3 Fdm mean avahuuon and recha,ge as neaswry
a Picot h iihh ecal,wnmr and P_F or mpGcmlem as wceavm
5 Repiaammt of-kh
6 Duposaiaf.11 mamrcnmc,mh --
7 Mamsevance moods apda5 and stoma (epmis armGb4 W_ "T-)
D i bepmmg and mdlvr date a Soppher s obhion. to mamGm the m Wt
q-a be delesmsrcd by de Supper at Ge nine de sy-a am 40.
paompdy -ify 0. Suppbu of mY dwaage to the plaa (,), wh fh cooamne(s)
we mlepal part of the biormeal- whurIM
A ,win
RAIN TANK PIPE CONNECTIONS DETAIL
t
Z
Q
D- RAINTANK TYPICAL MAINTENANCE PORTaRIET
Warr rrnyraaet)
Water Management for Lde°
Af Iitbo
filterrar
A Afn,aaaa of t!r Fshma` rnat u peafmmed O:ILF by dfe Svpphn Pmfhaur re
rapaoslbl< fos F,hare` ,det protechw W aubaequrat clam om cost Tiffs patters
Imhl the pwpxl vm u fill} snbhzM and weaved (fuLLludsesplogpassones. final Pm'tag and stren -Mg complr") gahng Ibe
ahem, of ctmatavcuw metnmis cmlammatmg fbe F,hem` system Cart shall 4
Gtm during eooatmcaou not ro deaage It a prohcul.2 Is- and nap pima
B acpym ®meladrs maulLeon of pimp :)and mdm layela .a a<fe.nari
A Each c dly mxahed Fdmmag ,nit u to t mamfame4 by t Snppllm m a
Supplier apprm,d comnflor for a na- pamd of I year 11 cwt of tWs sema
sa la be mfhNed m Ge prsce of each Fdlmaa omt boa dad mamteumce <oeta
u<.radable at none con,,Poe mR _
B Aamul m,Iwmmre cansasts of . avvmum a[ (21 schedded two The coos are
schedded seu®aLLy, the 6prmg -1 u w stem ,p aRc retdn loads mchWmg
sobs and snide- the Gil uua helps 11r sysBw by mamntug escessvre Wf hnn
C. Eachmamreumce unit cmush oErbe faaona costs
Alxsra' coo ropiest..
Faseign debts It, mstcb & flash remo,al
3 Fdm mean avahuuon and recha,ge as neaswry
a Picot h iihh ecal,wnmr and P_F or mpGcmlem as wceavm
5 Repiaammt of-kh
6 Duposaiaf.11 mamrcnmc,mh --
7 Mamsevance moods apda5 and stoma (epmis armGb4 W_ "T-)
D i bepmmg and mdlvr date a Soppher s obhion. to mamGm the m Wt
q-a be delesmsrcd by de Supper at Ge nine de sy-a am 40.
paompdy -ify 0. Suppbu of mY dwaage to the plaa (,), wh fh cooamne(s)
we mlepal part of the biormeal- whurIM
A ,win
RAIN TANK PIPE CONNECTIONS DETAIL
t
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DRAWN AY
SRC
CHECKED BY
SRC
DATE:9/17/07
PROJECT NO
SHEET
SWM -3
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C N STORMWATER RUN - -W-CONSIDERATIONS;GENERAL CONSTRUCTION NOTES FOR ESC PLANS
ROADS THE PURPOSE OF THE LAND DISTURBING ACTIVTY 1S TO EXPAND A CAR DEALERSHIP OFF OF ROUTE 250 THE1. The plan approving authority must be notified one week prior to the pre - construction
PROJECT LIMITS ARE 2.96 AG HOWEVER, THERE WILL BE SOME MINOR OFRSTE CONSTRUCTION TO TIE -IN TO APPROXIMA IELY ] 5 ADDITIONAL ACRES OF RUN -OFF FROM THE EXISTING SITEomence, one week prior to the commencement of land disturbing activity, and one week
r - - -EXISTING CUL VfRT prior to the final mspect
MANAGEMENT FOR THIS SITE SHALL INCLUDE THE TREATMHNT OF RECENTLY CONSTRUCTED SITE MPROVEMENTS
SOURCE- VA DSIIC
2. All erosion and sediment control measures will be constructed and maintained according to
EROSION CONTROL NOTES
CULVERT um standards and specifications of the Virginia Erosion and Sediment Control
T_
7 CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WILL BE MADE BY THE COUNTY
Handbook and Vrgimo Regulations VP 625 -02 -00 Erasion and Sediment Control
DROP INLET & STRUCTURE NO RegulatiansonZl\
2PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
r r as the3. All er s and sediment control masureI, a e to be placed prior too frst step ino
AREAS WTHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION
CURB clearing
THIS 517E IS A FILL SITE, AND THEREFORE WCU!D REIXJIRE ADDITIONAL FILL CONTRACTOR SHAH PERFORM 3TEMPORARY SOIL STABI(IZA77ON SHALL BE APPLIED WTHIN SL (7) DAYS TO
DENUDED AREAS' THAT MAY NOT BE AT FINAL GRADE BUT WLL RL AIN DORMANT
4. A copy of the oppraved erosion and sediment control plan shall be maintained on the s.to at
FOR LONGER THAN THIRTY (30) D4 YS
CURB & GUTTER aft times
L'CYQF_S/T [AND
OR PROTECTED WTH SEDIMENT TRAPPING MEASURES
5 PPOr to co acing land disturbing activities inn area, other than Indcated on these plans
F -- 3 PROPOSED PAVEMENT including, but not limited to, oft -site borrow or waste -,$), the contractor shall submit o
REPLACING EX SIR. WTH AN MH -7 AND ADDING A Dl -7 AT THE INTERMEDIATE LOW POINT W WLL ALSO AS A FIRST STFP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE
FUNC7IONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE
supplementary erosion control plan to the owner for review and approval by the plan
A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS
NOT OTHERWSf PERMANENTLY STABILIZED PERMANENT VEGETATION SHALL NOT
EC -3A DITCH approving outhar,ty
CRITICAL AREAS'
THE CRITICAL SLOPES ARE SHOW) ON THE PHASE ! EROSION CONTROL PLANS.OPINION OF THE COUNTY ENGINEER OR HIS DESIGNATED AGENT, 15 UNIFORM,
MATURE ENOUGH TO SUR 0W AND WLL INHIBIT EROSION
6. The ear f -tor is responsible for mstolioton of any additional erosion control m sures
8. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WILT THE
1. NOTIFY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A
n wry to prevent -son, and sedimentation as determined by the plan opp- mg
6"DEPTH OF EC -3A DITCH authority
B EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES
EFFLUENT FROM OEWATERING OPERA T70NS SHALL BE F OR PASSED
APPROVAL FROM rHE INSPECTOR ON THE PROJECT.
7 All disturbed ores ore to drain to approved sediment control measures at all times during
4. INSTALL THE CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS WHERE CONSTRUCTION VEHICLE ACCESS
EC -2 DITCH land disturbing activites and during site development uFfil final statTlizat- is o,h,,wd
STRF4MS OR OFF -SITE PROPERTY
D) RESTABILIZATIOA' SHALL BE IN ACCORDANCE WITH THE ABOVE NOTES,SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TPANSPOP7E0
ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY.
B. During dewotering operations, water will de pumped into an approved filtering device
6"DEPTH OF EC -? DITCH 9. The combocto shotl inspect all erosion ntral measures periodically and offer each runa!/producingsionconre
10. WHERF CONS TRUCBON VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,
TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES. SHOULD THE
f(maintaintmain the e e ctvenes s ofnraimfullevent. An y ecessay repairs o p
TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO
U, erasion control deuces shall be made immediately
EARTH DITCH f0 All felt material to be taken from on approved, designated borrow are a
SEDIMENT CONTROL PROGRAM ADMINISTRATOR
5 CLEAR SI7F AND INSTALL THE CONSTRUCTION ENTRANCE AND THE SILT FENCE WTH WRE BACKING ALONG t7. IT SHALL BE THE OWNER "S RESPONSIBILITY TO INSPECT EROSION CONTROL DEVICES
eIt. Alt waste materials shall be taken to an approved waste area Earth fill shall be inert
PERIODICALLY AND AFTER EVERY ERODIBLE RAINFALL. ANY NECESSARY REPAIRS
DR CLEAN UP TO MAIN THE EFFECTIVENESS Of ]NE EROSION CONTROL
DRIVEWAY CULVERT materials only, free of roots. stumps, wood, rubbish and other debris.
ON THE SITE PLAN. THE DIVERSION DITCH IS INTENDED CHA THE CLEAN HUN -OFF FROM ME
EXISTING PARKING LOT 70 THE 72 TEMPORARY SLOPE DRAIN THISIN7Hf5 WLL CUT OFF MOST OF THE R12. ADDITIONAL EROSION CONTROL DE NCFS MAY BE ftEOUlPEO BY 7HF COUNTYAD0
ENGINEER OR HIS DESIGNATED AGENT IF DEEMED NECESSARY.
12 BY- a rite o are to be reclaimed within 7 days of completion per Zonings
F NA1.3. ALL EROSION CONTROL DEVICES SHALL BE IN PLACE AND UNCTIO L A T ALL
INLET PROTECTION, DIVERSION DITCHES, AND CON57RUC7ION ENTRANCES ARE IN PLACE THESE MEASURES
Ordinance section 5.1.28
ARE INTENDED TO TRAP SEDIMENT AND SHALL BE CONSTRUCTED AS A FIRST STEP IN LAND DISTURBANCE
BENCH MARk 13 All inert materials shall be transported in compliance with section 13 -301 of the Code of
14. FINAL. REMOVAL OF EROSION CONTROL DEVICES SHALL NOT OCCUR UN77L THE
CONTRACTOR IS TO STAY WTHW THE LIMITS OF LAND DISTURBANCE AT ALL TIMES AND ENSURE POSITIVE
Albemarle.
DRAINAGE ALONG ANY MEASURES INTENDED TO DIVERT WATER 15 ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL
14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to
CLEARING LIMITS the hours of 7.GO- to 9 OOpm
INSTALLATION.SPEC 3.02 IS ADEQUATE DUE TO THE LACK OF AVAILABLE WATER TO THE SITE
15. Barrow, Ella waste activity hall be conducted m o safe manner than maintains lateral
T VDOT STANDARD STOP SIGN support, or Order to minimize any hword to persons, physical damage to odpcent land and
improvemats, and damage to any public street because o slides, sinking, or collapse.
EXISTING CONTOUR Vert to peranent16Thedevelopershallreservetherighttoinstall, maintain, remove m
stormwater management facilities where applicable all erosion control measures required
CONTROL PROGRAM ADMINISTRATORAY
70 FINE GRADE, INSTALL CURB & GUTTER AND SIDEWALK WHERE APPLICABLE, SEED, AND FERTILIZED THE
by this plan regardless of the sale of any lot, unit, building or other portion of the property
C PROPOSED CONTOUR 17. Temporary stabilization shall be temporary seeding and mulching Seeding is to be at 75
REQUIRED Y THIS PLAN REGARDLESS OF THE SALE OF ANY LOT.MEASURES REOU ED B S L E
TEMPORARY LY STABILIZATIONALGRADEOFTHESITELSAFTERFINALGRADEISREACHEDONANYSAFTER
Ibs /acre, and Tn the months of September to February to c sist a 50/50 mu of Annual
SHALL DENUDED AR NOT BE I MANAGEMENT HE FO LO G HALL OCCUR
Ryegrmo, and Cereal Winter Rye, or m March and April to consist of Annual Rye, w Mal
PROPOSED SPOT ELEVATION through August to consist of German Millet. Straw mulch is to be applied at 801bs,1700sf
72 ONCE THE UPLAND St AREA IS STABILIZED. INSTALL UNDERGROUND DE SYSTEM, AND INSTALL
TDC DEN07ES TOP/BACK OF CURB Alteratives are subject to approved by the County erosion control inspector
B) THE RISER AND BARREL PIPES SHALL BE RCP
T/R DENOTES TOP OF BOX 78 Permanent stabilization shall be lane and fertilizer, permanent seeding, and mulch.
EROSION CONTROL MEASURES.U) E ypVESIXHSTDP & SPL'C..18 PRO7ECT10N TA WATER Df5 CN1 OR
Agricultural grade limestone shall be applied at 901bs/1000st, incorporated into the top 4 -6
E) A GEOTECHNICAL ENGINEEPING STUDY SHALL CONSIST of 1) A SITE
K N RNIA EROION & 6EDiMENT CONPtOL it di shall lied at 1000'bs and c mist Of a 10 -20 -10 nufnentinchesofso . Fe t Ze a be Opp /acre
ER OSION CONTROL HAND8,ILW SPEOHCAIION NUMBER mix. Permanent seetl/ng shall be applied at 180165 /acre and consist of 95% Kentucky 31 or
SOIL TYPE 88 (UDORTHENTS, LOAMY)
Ak Tall Fescue and 0 -5% Perenniat Ryegrpss or Katucky Bluegrass. Straw mulch is to be
STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.THE PROPER77ES OF THIS SOIL VARY GREATLY WTH DEPTH, HOWEVER. THEY
applied at 80 /bs1IOOsf Alteratives ore subject to approved by the County erosion contra/STRAW BAIL BARRIER 3.04 inspector
KITH THE VIRGINIASTRUCTURALEROSIONANDSEDIMENTCONTROLPRACTICESSHALLBEINACCORDANCEW f NSailSurveyof aridK nd Counties, MassachusettsUSES." F Norfolk and Su (fak
19 Maintenance: All measures to be inspected weekly and after eoPh nom fall Any damage
ll., 19Pe- agalo, 1989)"
TEMPORARY DIVERSION DIKE 3.09 s ures to be repair immediately Silt traps are to be cleanedorcloggingtostructurals
ALBEMARLE COUNTY NOTES FOR
when 50 % of the wet storogevclume is filled with sediment. All seeded areas are to be
TEMPORARY SEDIMENT TRAP 3.13 reseeded when necessary to achieve a good stand of gross. Silt fence and diversion dykes
which a caNecDog sediment to half their height must be cleaned and repaired
O58 ,,111177TTTT7T7777,,,sull1LW+'SEDIMENT BASIN 3.14 immediately
20. All temporary erosion and sediment mea s are to be remod wi ihin 30 Uvys ofveeeded,
ES -T UNLESS OTHERWISE INDICATED, ALI VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
3. TEMPORARY DIVERSION DIKE, STANDARD AND SPECIFICATION 309 - TEMPORARY DIVERSION DITCHES 70
rceootrolfinalsitestabilization, whim measures o o longer n subject to approval by the
IP - - --INLET PROTECTION 3.07 County erosion control inspector
x - - -X SILT FENCE 3.05 PERMANENT STABILIZATION,'
O CONSIRUCBON fNTRANC£ 3.02
AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SITE WLL RE LIMED,
FERTILIZED, AND SEEDED AS PER CURRENT WOE STANDARDS THIS SHALL CONSIST OF THE
PRIOR TO THE FINAL INSPECTION
6. TEMPORARY SLOPE DRAIN - 12' ADS PIPE IS TO BE USED TO DIVERT RUN -OFF AROUND 7HF SITE
EOUOWNG
LD CHECK DAM 320
TOPSOIL - 2" DEPTH
LIME - 2 TONS /ACRE
ES -4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE
B. ROCK CHECK DAMS, STANDARD AND SPECIFICATION 3.20 - ROCK CHECK DAMS ARE 70 BE PLACED IN
FER77LIZER - 600 CBS. /ACRE OF 15 -30 -15
OUHALL DITCHES AS SHOWN ON ME PLANS
TEMPORARY f7LL DIVERSION 3.10 SEED - ERNST 5311 CONSERVATION SEED M!X - ERNMX -114 (45 LBS /ACRE PE14NLAWV
CREEPING RED FESCUE, 375 LBS /ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS /ACRE PARK
KENTUCKY BLUEGRASS, IS LBS. /ACRE ANNUAL RYEGRASS & 15 EELS /ACRE PLEASURE PERENNIAL
DV - - - - -10 DIVERSION 312 RYEGRASS) OR ACCEPTABLE ALTERNATE AFTER THESE AREAS ARE STABILIZED, THEY WLL BE
MOWED AND MAINTAINED ON A REGULAR BASIS
PS - PS -r PERMANENT SEEDING 3.32 IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WLL BE CHECKED BAT! Y
AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO THE
FOLLOWING 17EMS
70 70 -r TOPSOILING 330 A. SEDIMENT BASINS AND /OR TRAPS WLL BE CLEANED AND MAINTAINED
IN ACCORDANCE WTH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK
B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT
GP CULVERT INLET PROTECTION 308 BUILDUP THAT WLL PROPER DRAIN IF THE GRAVEINRETH£TGR REMOVED VIED,
OC DC DUST CONTROL 339
OR lI WLI BE REPLACED.
C. ALL SUIT FENCE BARRIERS WLL BE CHECKED REGULARLY FOR UNDERMINING
OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED SEDIMENT
T'D O TEMPORARY SLOPE DRAIN 315
SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF
WAY TO THE TOP OF THE BARRIER.
D. ALL SEEDED AREAS WLL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND
IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
SA MM:2 SAFETY FENCE 3.07
0-0-TEMPORARY RLGH T- OF- WAY 311
DIVERSION
FENCING AND
N
1
i r
r
CORRECT METHODS OF TREE FENCING
A Irl 11
CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
mral nil.
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PLAN
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n ovaw,or wxw qT o<I ate w a berrm min. romI 1 uKn oww.k
anlroaA+nw wyPpwe n wall now eaw a semea of 1 < mmea rm aaagmrA
paswe 1Va4alc aMSt ne caTned Owy bWrfhe Mare lu rut
apprmedtglWS ea trnuws wrl®aM All odor/ shop be pamNA from
PAVED WASH RACK
At-
EROSION CONTROL NOTES & NARRATIVE STORMWATER RUN - -W-CONSIDERATIONS;
PURPOSE.'
THE CONSTRUC71ON OF THIS PROJECT SHALL HAVE MINIMAL EFFECT IN PEAK RUN -OFF
RA SINGE l7 /S OUTFALLED FIRST TO A DETENTION SYSTEM PRIOR ?0 BEING RELEASED
THE PURPOSE OF THE LAND DISTURBING ACTIVTY 1S TO EXPAND A CAR DEALERSHIP OFF OF ROUTE 250 THE INTO TILE EX157ING STORM SEWER SYSTEM IN ADDITION, THIS PROJECT IS DETAINING
PROJECT LIMITS ARE 2.96 AG HOWEVER, THERE WILL BE SOME MINOR OFRSTE CONSTRUCTION TO TIE -IN TO APPROXIMA IELY ] 5 ADDITIONAL ACRES OF RUN -OFF FROM THE EXISTING SITE
THE EXISTING PAVEMENT THE PROPERTY HAS A POINT OF ACCESS WA ROUTE 250 STORM SEWER WLL BE
I
INSTALLED, AND WATER DUALITY WLL BE BE ACHIEVED NA A BIORLTER FIT TFR DROP INLF TS. STORM WA TER
45 mm
MANAGEMENT FOR THIS SITE SHALL INCLUDE THE TREATMHNT OF RECENTLY CONSTRUCTED SITE MPROVEMENTS
SOURCE- VA DSIIC
RELATED TO SDP2004 -0002 2 STORMWATER DETENTION SHALL BE OBTAINED VAL A BELOW GROUND EROSION CONTROL NOTES
DETENTION SYSTEM
L 1h
VN
EXIS77NG SITE CON0/1TONS:7 CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WILL BE MADE BY THE COUNTY
AT PRESENT, THE SITE IS AN OPEN GRAVEL LOT, AND A PAVED PARKING L07 THE CONTRACTOR MUST CONTACT THE DEPARTMENT OF ENGINEERING ( 296 5832) Ae
V AGENT AREAS:HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
THIS SITE IS LOCATED AMONG OTHER COMMERICAL DEVELOPMENTS, INCLUDING A CAR DEALERSHIP TO THE 2PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
EAST.AREAS WTHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION
EARTHWORK OF 174E SI TE
VE "N
THIS 517E IS A FILL SITE, AND THEREFORE WCU!D REIXJIRE ADDITIONAL FILL CONTRACTOR SHAH PERFORM 3TEMPORARY SOIL STABI(IZA77ON SHALL BE APPLIED WTHIN SL (7) DAYS TO
DENUDED AREAS' THAT MAY NOT BE AT FINAL GRADE BUT WLL RL AIN DORMANT
HIS/HER OWN ESTIMATES, AND THE ENGINEER SHALL NOT BE HLLO LlABI E FOR ANY CUF1IlU VOLUMES FOR LONGER THAN THIRTY (30) D4 YS
4.DURING CINNSTRUCTION OF THE PROJECT. SOIL STOCK PILES SHALL BE STABILIZED
L'CYQF_S/T [AND
OR PROTECTED WTH SEDIMENT TRAPPING MEASURES
Q/STURBANCE :THIS PROJECT *j E -1N TO OFF?SITE WATER, SANITARY. THERE WILL ALSO BE MINOR OFFS'Tf REPAVING S.STABILIZATION MEASURES SHALL BE APPLIED TO CARMEN STRUCTURES SUCH AS
DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATIONTOENSUREASMOOTHTRANSITIONTOTHEEXIS77NGEASTERNPARKINGLOTWEWLLBEMODIFYINGTHE
STORM SEWER FROM RT 250 TO THE MANHOLE UPSTREAM OF THE CROWN PROPERTY, AND WE WLL BE 6.EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED AND INSTALLED
REPLACING EX SIR. WTH AN MH -7 AND ADDING A Dl -7 AT THE INTERMEDIATE LOW POINT W WLL ALSO AS A FIRST STFP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE
FUNC7IONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACEBEGRADINGATA2'1 SLOPE OR FLATTER TO TIE INTO EXISTING GROUND THIS AREA WLL THEN BE
RELANDSCAPED.A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS
NOT OTHERWSf PERMANENTLY STABILIZED PERMANENT VEGETATION SHALL NOT
BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THECRITICALAREAS'
THE CRITICAL SLOPES ARE SHOW) ON THE PHASE ! EROSION CONTROL PLANS.OPINION OF THE COUNTY ENGINEER OR HIS DESIGNATED AGENT, 15 UNIFORM,
MATURE ENOUGH TO SUR 0W AND WLL INHIBIT EROSION
SEQUENCE OF CONS7RUCT7 8. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WILT THE
1. NOTIFY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A FOLLOWNG STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA
PRE - CONSTRUCTION MELTING AS REWIRED,A) NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME2. FLAG THE CLEARING LIM17.S
3 NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE
B EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES
EFFLUENT FROM OEWATERING OPERA T70NS SHALL BE F OR PASSED
APPROVAL FROM rHE INSPECTOR ON THE PROJECT.THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR 80TH, AND
4. INSTALL THE CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS WHERE CONSTRUCTION VEHICLE ACCESS DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWNG
ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE 70 MINIMIZE THE TRANSPORT Or STRF4MS OR OFF -SITE PROPERTY
D) RESTABILIZATIOA' SHALL BE IN ACCORDANCE WITH THE ABOVE NOTES,SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TPANSPOP7E0
ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY.9. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO
SEDIMENT SHALL BE REMOVED FROM THE ROADS BY WASHING CONTROL DISPOSAL AREA STREET TRAFFIC WORKING IN OR CROSSING A LIVE WATERCOURSE SHALL BE MET
SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED N THIS MANNER. THIS PROVISION SHALL APPLY 10. WHERF CONS TRUCBON VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,
TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES. SHOULD THE PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO
IS FOUND TRACKED ONTO THE PUBLIC ROADWAY, MEN A RAVED CONSTRUCT70N ENTRANCE, WATER TANKER A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE
TRUCK WTH 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY THE EROSION AND END OF EACH DAY SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A DISPOSAL AREA
SEDIMENT CONTROL PROGRAM ADMINISTRATOR
5 CLEAR SI7F AND INSTALL THE CONSTRUCTION ENTRANCE AND THE SILT FENCE WTH WRE BACKING ALONG t7. IT SHALL BE THE OWNER "S RESPONSIBILITY TO INSPECT EROSION CONTROL DEVICES
THE WEST EDGE AND SOUTH PROPERTY LINE AS SHOWN INSTALL INLET PROTECTION AT THE TWO PERIODICALLY AND AFTER EVERY ERODIBLE RAINFALL. ANY NECESSARY REPAIRS
DR CLEAN UP TO MAIN THE EFFECTIVENESS Of ]NE EROSION CONTROL
EXISTING STORM STR "CTURES, AND INSTALL THE DIVERSION DITCH AT THE EDGE OI PAVEMENT AS SHOWN SH E IAMADEMM£DIA7ELYBE
ON THE SITE PLAN. THE DIVERSION DITCH IS INTENDED CHA THE CLEAN HUN -OFF FROM ME
EXISTING PARKING LOT 70 THE 72 TEMPORARY SLOPE DRAIN THISIN7Hf5 WLL CUT OFF MOST OF THE R12. ADDITIONAL EROSION CONTROL DE NCFS MAY BE ftEOUlPEO BY 7HF COUNTYAD0
ENGINEER OR HIS DESIGNATED AGENT IF DEEMED NECESSARY.
DRAINAGE THROUGH THE SITE AND ALLOW GRADING OPERATIONS TO OCCUR WTHOUT THE ISSUE OF
RUN OFF DRAINING THROUGH THE SITE NO GRADING OPERATIONS SHALL START UNTIL THE SILT FENCE,F NA1.3. ALL EROSION CONTROL DEVICES SHALL BE IN PLACE AND UNCTIO L A T ALL
INLET PROTECTION, DIVERSION DITCHES, AND CON57RUC7ION ENTRANCES ARE IN PLACE THESE MEASURES TIMES AND IF REMOVED FOR CON57RUCTIINN PROGRESS, SHALL BE REPLACED BY
ARE INTENDED TO TRAP SEDIMENT AND SHALL BE CONSTRUCTED AS A FIRST STEP IN LAND DISTURBANCE THE CLOSE OF EACH WORKDAY
ACTIVITIES AND SHALL BE MADE FUNCTIONAL BEFORE UP SLOPE LAND DISTURBANCE TAKES PLACE THE 14. FINAL. REMOVAL OF EROSION CONTROL DEVICES SHALL NOT OCCUR UN77L THE
CONTRACTOR IS TO STAY WTHW THE LIMITS OF LAND DISTURBANCE AT ALL TIMES AND ENSURE POSITIVE COUNTY ENGINEER OR HIS DESIGNATED AGENT DEEM5 THE SITE STABILIZED
DRAINAGE ALONG ANY MEASURES INTENDED TO DIVERT WATER 15 ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL
6. AFTER THE PROPER EROSION CON Or MEASURES HAVE BEEN INSTALLED, STABILIZATION MEASURES HE BLOCKED IN SUCH A MANNER AS TO Nor ALI OW ACCESS TO THE SITE
SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER 76 TEMPORARY CONSTRUCTION ENTRANCE IS REQUIRED FOR THIS SITE. STANDARD
INSTALLATION.SPEC 3.02 IS ADEQUATE DUE TO THE LACK OF AVAILABLE WATER TO THE SITE
7 ONCE THE PHASE 7 MEASURES ARE IN PLACE, BEGIN GRADING THE SITE AND INSTALL BUILDING FOOTERS SHOULD THE TEMPORARY CONSTRUCTION ENTRANCE NOT BE MAINTAINED PROPERLY
8 BEGIN UTILITY CONSTRUCTION, STORM SEWER CONSTRUCTION, WTH THE EXCEPTION OF THE DETENTION OR AN EXCESSIVE AMOUNT OF SOIL FOUND TRACKED ONTO THE PUBLIC ROADWAY,
THEN A PAVED CONSTRUCTION ENTRANCE, WATER TANKER TRUCK WTH 2 PRESSURESYSTEM, AND CONTINUE 70 FILL THE SITE.WASHERS AND A AREA BE REQUIRED BY 174E EROSION AND SEDIMENT
9. INSTALL THE PILL T PROTECTION,CONTROL PROGRAM ADMINISTRATORAY
70 FINE GRADE, INSTALL CURB & GUTTER AND SIDEWALK WHERE APPLICABLE, SEED, AND FERTILIZED THE 17 THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTAL(, MAINTAIN, REMOVE AND /OR
DENUDED AREAS.CONVERT TO PERMANENT STRUCTURE ALL EROSION AND SEDIMENT CONTROL
THI SEWNTEMPORARYSTABILIZATIONSHAEAPPIN. F11PERMAORSOILLLBDTODENUDEDAREASWAPPLIED REQUIRED Y THIS PLAN REGARDLESS OF THE SALE OF ANY LOT.MEASURES REOU ED B S L E
TEMPORARY LY STABILIZATIONALGRADEOFTHESITELSAFTERFINALGRADEISREACHEDONANYSAFTER 78 SHOULD TEMPORARY - N7 STRUCTURES BE
SHALL DENUDED AR NOT BE I MANAGEMENT HE FO LO G HALL OCCUR
APPLIED TOWLLREMAINDORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. STAB1LfZA7ION SHALL BE L CONSTRUCTED PER NF DAM SAFETYA) THE DAM SHALL BE DESIGNED AND CONS UC D E
AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR O ALB EMARLEREQUIREMENTSANSHALLNAACOUNTYEALBERE75DLVFEPERCOUNT
72 ONCE THE UPLAND St AREA IS STABILIZED. INSTALL UNDERGROUND DE SYSTEM, AND INSTALL ENGINEERINGENGINEERING POLICY
IZE THEDTHESTONECURB, AND CUTTER IN Pf15 LOCATION SEED AND FERTILIZE THE DENUDED AREAS.D B) THE RISER AND BARREL PIPES SHALL BE RCP
13 ONCE THE SITE 15 STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, REMOVE THE REMAINING C) THE SLOPE OF DAM SHALL BE 25 1 OR
EROSION CONTROL MEASURES.U) E ypVESIXHSTDP & SPL'C..18 PRO7ECT10N TA WATER Df5 CN1 OR
14 MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED N THE VIRGINIA EROSION AND SEDIMENT E) A GEOTECHNICAL ENGINEEPING STUDY SHALL CONSIST of 1) A SITE
CONTROL HANDBOOK, REMOVING ONLY WHEN' APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
INVESTIGATION, 2) LABORATOPY TESTING AND 3) AN ENGINEERING ANALYSIS
15 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WTHIN 30 DAYS
AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS SOIL DESCRIPTION
OTHERWSE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR TRAPPED SEDIMENT AND THE DISTURBED SOIL TYPE 88 (UDORTHENTS, LOAMY)SOIL AREAS RESULTING FROM THE OSPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY
STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.THE PROPER77ES OF THIS SOIL VARY GREATLY WTH DEPTH, HOWEVER. THEY
EROSION & SEDIMENT
ARE GENERALLY WELL SUITED TO USE AS BUILDING S17ES RESTRICTIVE LAYERS
AND BURIED OBJECTS GENERALLY OBSTRUCT DEEP EXCAVATIONS . THESE SOILS
CONTROL MEASURES:DIFFER ORE A TLY FROM PLACE TO PLACE. CONSEQUENTLY, UNITE INVESTIGATION
IS NEEDED TO ASSESS h SUITABILITY THE FUR SPECIFIC LANG
KITH THE VIRGINIASTRUCTURALEROSIONANDSEDIMENTCONTROLPRACTICESSHALLBEINACCORDANCEW f NSailSurveyof aridK nd Counties, MassachusettsUSES." F Norfolk and Su (fak
EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL PRACTICES USED IN THIS SEC77ON CONSIST OF ll., 19Pe- agalo, 1989)"THE FOLLOWING
ALBEMARLE COUNTY NOTES FORTCONSTRUCTIONENTRANCE, ALBEMARLE COUNTY DETAIL - ENTRANCE TO RE LOCATED TO PREVENT
TRACKING OF MUD ONTO RT 250 EROSION CONTROL2. ITT FENCE, STANDARD AND SPECIFICA IIONS 305 - SILT FENCE 70 BE PI ACED WHERE SHOWN ON 174E
PLANS OR AS FIELD COND177ONS WARRANT ES -T UNLESS OTHERWISE INDICATED, ALI VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
3. TEMPORARY DIVERSION DIKE, STANDARD AND SPECIFICATION 309 - TEMPORARY DIVERSION DITCHES 70 PRACTICES WLL BE CONSTRUCTED AND MAINTAINED ACCORDING 70 MINIMUM STANDARDS AND
BE CONSTRUCTED WHERE SHOWN ON PLANS.SPECIFICATIONS OF THE NRCINiA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS
4 INLET PROTECTION STANDARD AND SPECIETCATIONS 3 07 - INLET PROTECTION TO BE PLACED WERE SHOWN ON VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS.
THE PLANS OR AS FIELD CONDITIONS WARRANT.ES -2 THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PRIOR TO THE PRE- CONSTRUCTION
5 DUE WRT INLET PROTECTION STANDARD AND SPECIFICA DONS 3.08 - CULVERT INLET PROTECTION TO BE PLACED CONFERENCE, ONE WEEK PRIOR 70 THE COMMENCEMENT OF LAND DISTURBING ACTIVITY. AND ONE WEEK
WHERE SHOWN ON THE PLANS OF AS FIELD CONDIT70NS WARRANT PRIOR TO THE FINAL INSPECTION
6. TEMPORARY SLOPE DRAIN - 12' ADS PIPE IS TO BE USED TO DIVERT RUN -OFF AROUND 7HF SITE ES -3 ALL EROSION AND SEDIMEN CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP
7. OUTLET PROTECTION STANDARD AND SPECIFICATION 318 - OUTLET PROTECTION TO BE PLACED AS IN CLEARING
SHOWN ON THE PLANS ES -4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE
B. ROCK CHECK DAMS, STANDARD AND SPECIFICATION 3.20 - ROCK CHECK DAMS ARE 70 BE PLACED IN AT ALI 77MFS.
OUHALL DITCHES AS SHOWN ON ME PLANS ES -5' PRIOR TO COMMENCING LAND DISTURBING ACTIVTIFS IN AREAS 07HER THAN INDICATED ON THESE PLANS
INCLUDING RUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRAC70R SHALL SUBMIT
2 "A4" WOODEN FRAME A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL Bt THE PLAN
DROP INLET APPROVING AUTHORITY.
WTH GRATE CONSTRUC170N OF A S /LT FENCE ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATIONT /ON OF ANY ADDITIONAL EROSION CONTROL MEASURES
Wl T}'l WIRE SUPPORT NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING
I -- FRAME 2. STAaLE rEnaWC ro TW[ P0575 AUTHORITY1.5' MAX. - _ __ _ - - - 1 ME UP6LNCHCon P°E ALONG MC ONEANDEXLAVATiA4N ES -7: ALL DISTURBED AREAS ARE TO GRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURINGTREOFPO575LANDDISTURBINGACTIVTIESANDDURING517£ DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED
ES -8 DURING DEWA FERING OPERA LIONS, WATER WLL BE PUMPED INTO AN APPROWO WATER FIE TIRING DEVICE.
FS -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
FFFEC77VENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
3' MIN - _ - --
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AND OUTFALL INTO THE EXISTING STORM - MANHOLE BELOW THE SITE. PRIOR TOIGRAD'NG /FILLING
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DRAII-,GE Tf OUGH THE SITE _ _- DRAINAGE SYSTEM TO DIVERT
RUNOFF FROM THE R/W THROUGH
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SD)INSTALLED AF C X , 5Rg81a FOR THE WAEKRf=
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AROUND INLET PROTECTION INLET PROTECTION
ON A REGULAR BASIS AND AFTER EACH RAIN STORM. .
SILT FENCE WITH WIRE PROTECTION S ALSO TO BE DC AND SSF = 0.35
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p SECTION N.T.S
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I SET TREE PLUMB PRIOR TO STAKING
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NOTES
1 NOTIFY IANDSC,APF ARCIIIIECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT
A OnEEABIC I TITSF PI ANTING GPITFHIA OR WHFRF CONDITIONS RAISE CONCFRNS IN
1E4 MS Of PLANT .SURVIVADILITY OR WARRANTY
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ROOTBALL PIT
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b
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to be to b.o bD to be to '00 b.i bys b] tza 3]I , 1 {.a 5 t } ,
9as
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1 V
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to to to be b,o b.o 6-, b., b.+ j b b, i9, S.e bs ha 13,9 14,7 gas 15s b, 17a 146 10.6 3 Ss S4 "_.?3. b4 7.7 b]' b.8 16 b,s I 100 107 too t.9 b9 So 25 12 b] 5.5 '.y 11 -2 -z b, b,to t.o be to be to to to be
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19 is f " -, _ 90 b9 le 1s 9a 1,2- SzJ b bt t t to t.o to Do Do b.o
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1
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b+ 41 13 's b, b+ b, b.o be to -- - - - --- - -
I
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i,I - -= ,
0 be to to b.o be bo , +'j ib. }, IlI3.a g.a 4a 3a 3.9 } b.3 t9 }] Vs a- 2 %2
f
16.4 b6 4s St b, be t.o to' t.o to to b.o to
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5z 9s.z is 9!4( ( 92 b, b, be to -ba -b.a -t_0 _ to to b.o
r I II
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b
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bs r 1z Ix-w, b1 D., to bo b.p, - - to b0 to b 8.01 - __
S 91I -1 `'j I' I
b b b. `b.o to ba to ,I ba bio b.1 11z b bo ` 11+01 90" 7. 7. t, po I91e 1136 hs WIIbI'I t3 <e bzt 91, 4 f - - -- t - --
I
11 a28e 32 i ' 9.2 Tj6, ,z bt to bo be b:o to to to to to
to b.o b b.o be be t I- ba3 - - lbn bn b.1 19 9:r 3.1 b1 b. ys 1 10.3 9os 10, . - 36 3.3 3 1,.9 It.d Its s,,, }s °z.6 -19z,4 9zs Do be b2 tb" bo b.o to bebe Do b.o to b.o t.a
t.o be b b0 b to bo jrr,
So, bo
b, $.} R.s 8# 5.] as t, 7.] t9 t] b,6 b.3 s °4] 4,s 3 ' ^f ! " -- -- ---II ° i bs }6 I1i3' aa ,s --pf 1 90 10 z 900 1,.2 3.z 4.a b3 4s 4 la b]tz b, to t.o be bo t t b to 60
b.o bo b b to - ` ° t.t !8.r'F, 3.] # bt 8,b s - -=a D.] 9os 9, 9,. b . 4.z 36 S'a.0 1,] j 1s] j to 1 150 ' 940 ,'Dn 7.3 3z 3a 4., 3s 3.3 i. ,° r -F.a ''l lbz b., bo b.o bo b.o be bo to -11 I I ( 1 h i to toiIQii1
to to b.o be b.o t.o to h., b.t bs brl 4] z, §,, Ib.o 9t.a 93.31 9 +. 139 1 i. e z I`S.a 19 Sa 1 3e t;1 8.2 95 99 9s 90.2 $,1 $9 . 33 °sa 5.e Se 5.7 2e 119 5 hA bo to to b t to to t.o --
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be b.o b.o b.o be to to to b., b., I bz 7 °a.3 9 ,.a 93.6 I ' 156 i 19,5 198 9b.! 14J Ids %e 3 9.9 12 tj 2!1 test 231 4.ai Sa b3s 3t I 5.11 5s 40 4.0 _ ., ba bs to is I 9.,#_ bJ ' , b,, bo t.o - o abo, - t.o_ to to to b a -
d CDo 'b.o 'ba b.0 .be b0 bo b,o b, t, i; t 12 # D.2 bs 93.2 9s.a -160 9a -, taa 7a 4.0 4.1 9] 9.6 S,sSl Is Ssj Saj 90, 71 7.0 }.z 12. s b3 ba b., to bo t.o - $,D -$o- be 5o be to -
itlto 'b.o be bo be to .o b.o bb.e D,
1
b+ b. 14 11'1 b0 162 9e.6 9].9 141 3.b '43 8 1] 92 1iII _ ].
8 g6 t.3 b4 . to to .o b.
r
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1 ;
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to -b.o b.o b.o b,o Do to b,o b.o b.o
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b.o be be to to to to to b.a l b.o b, t '.$z t.4 t.8 39.3 43 , l.0 } & - _ -s b.t ,ae 1 )s 133_ r4-y' ;e"¢ k '9,p 4s 'ta 14 Iz 3 90 h., bo bo bo to bo bo b.D be ba. to bo
bo I. ¢t Do
bD $o to bo' 5o be ba b.0'
bt b. s ba b.] b. Ds
i , - - - -
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b, D., t.x b.3 8.3 "b.z b3 bs ta -b.2 b. I ; ` $.
3 b s 3.7 1.8 b1 4.5 - - 1,# be z 1.0 t6' b3 b2 i bt b, to to be 5o b.o' b.o b.o be bo be to
lL . b.p J ,ty. t.o b to be b.o t.o bo t.o t.o t b.1 b b., b.t b, b+ b.2 8.3 bz z bt b., b1 b.z x b2- b b,] fie', to 5 b.2 !62 '03 b.`; b.3 f6 "bz - - - b.+ $, 1 l 7io, - o, - 'b.0 to be to to b b Da eo be t.o
b.o b b0 b he b.a to b be t.o to b.o to t0 t, br b, b., b., b bz t, '
6
t+ 4fip,- b, b, $+ b,i, b.i b, '',t, ,' be b, b.+ t, b -, b, ''t:r ' • m., Ill ' bo' §6; be to to be b0 be t.o be be Sao b.o '
CF
b.0 b.o b o b o b o U be b.o b o b.o b.o be be ho b.o b.0 to 5.1 b, b,, b.+ ., be I i ° 1 -
1.x!Ib.a3 5.0 $ a b.o bo b .a to b o Po.o b.o b.o b o t., b., b0 to t.0 b o ' b. ' . - bo tro b b D.o Do b be be ¢ "o to be -
to to b.o b.o to b be be b.o 5.o t to ba t.o to to b.o bn b., b bt' to bn__ ` bo! b.o b.D to b to to be be b,o be to 'to to', b,o' be he to .ba b to b0 b be b b t.o be b.o to b br, v
to b.o be o b.o be bg &o -, ,o, to b.o be b.o b b b.0 b b b b.t• U ! '8.0 - b.o -- be to b b.o ho bo 4.0 bo ; to U to be b.o b.o 'b0 bb - '"6o t abo to t.o D.o to b.o to to to to b t.o be to
te, b boF be A b0 be J Ea b0 b.o t.o b b ba b.o bo b.o bD bq be .''be b.o - be be be be be to to b i S.o ho 5:0 b:o to bo b.m to to b t b b b to to too b.o to to b.o to be to
to b.0 to b.o to to be to to be kc be to be be be be be t,o be to to be be be to bo - ' - - -ba > - $n to be b -o to be to: to to b.9 bo to ;to Da b b.o to b b.o b.o be be t.o to to
GRAPHIC SCALE ,__ ---- ---- --
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1 cb - 20 ft
M
U
CAS
Zy
CHALLENGER r,rY', +,IaIR '.arYa,AYaalr,llc ,IwAY e'w.
NPUYY6 - Fan4lUte :!rape,) mW[- nCUC+tl, onpufe, r5eca-1 a'wlF Vr,
wan'a5l mr.rtrn am PII Uartver•csasrlrn a[••1,rr Fk:r.. tl<C8M1
npur
UOOP FPIME 'n•An. Ar.na b n rr ni Omr hnY svrr rts k 11re
1ou;.YlO rin MCIP'f nalrUlPfr ien shnitt!.,elcr, na hvE[r w -,
ah4 ea". a,!. Anr -yne arnwY:l nrrn n 1u hr,+
r .:err m^1r,r, •cmmM m•r,.. . +m m..P
Jr,r n; rxr 1uk hG "Y.Uee NnM n „rrr'x
hna m•nl vvEFWSAAStn.r; rrtxn lr kl rrnn.,lrr..aarun:, wr' o1,'•n.-.14,+ru
wa,Ali,r,a WIa1.I9ai Wm lerbd rowan
Pa = An; rs a, NYr mf:Dabl bmp fLt Alta -DICV P#ni4
stlnaYpa:N °a' %tlC hw to th Ek:ni
bT
dbmxlllm hFll DUne .a°dnin.
80trETS lblubn mW ? &t- AaxWt ns a -oiVp -111
W IM1 a drvon111 1 W in1 De Nk" DII - 'are arF -n11
BWT 90 MIN -{mi _1*41e 1' 5uv YM41191dw, J-1 Klrb, [Yawwl
141n1 +qlM P-d un F_.' .rr M+1 '.e:1 r.11111n f,1ur am Dr. -
nwp+km,a fb- (611rm1 1
Y1LU914 l>.a klUr nr a• "enpVn aryl Warid,r
FlISSA Y2M I al]a Wm' Ibke S4k, lk ®' la',r. arJ Hg}
n0.w1r W11ur1INir1r.I wrr +Al rWa•L no - -- Ri 1
akrtr'A br :7'f rye2tur GNcnal Gur4 ianr+.r1[stane nlsY PYmr
suUpk urnrq pu ^mwuar,r:: a+raf evV., ,.mm yY ivr
PEALETMR=TfiKTDNWTENY9 eikEl f1 ri:yaWms read• r,, .=/
rYD":11, rswll
red ( l,F Fn v3•'1Trv,r«IF MP1fn'ruM iulrvrl limx (FR) ard AT IAm'a Fptreb chrAanl
upca rymro: r. m mnaa F+mean .7, aFd Ala „Mlur ImorFrl
f?11 Vhrrorq{plm•.v:vnr.,.rurrk Tm'II(n irlr'hin, finvr ' wraiM SntlW M`W - BOiMImnxr) r11na1oPv a«ixfa MhE, <xa, mam'+ =ru. k'unm.n - rnan,ra -o
rt,r;trlrarr a1.r 1 amour rY a• rrr r. +rnr, roam n; r ,ku 1..ml
1na'.r,oltme wth I.S W puddl
BNACIIS -fEl muunOrgam6lkttur !!,arc role appleahxl= Falve w re FJrwYrn
ea+le mo"11ki b ttx[d Poles item Me ramd laE rbpbr ac=,SSaV Cnrlr I wmtt F a
lWttlrrrcA must FexroreJOT7' ?9Swd TN6 MExtruaa 5'arma.-xfu''n D1Mh 7S rr 2:
egwA k090'79V and TN 110 IHUle wnkunN?n, f, pnr• 1
knNnPM^.ec, e[NEO lArt,tt ml6 mu arelraorsr4 :ae to iPp Dale'. ' I -_
stablcry ALfEw
IA' Euwan Nm
nNIYH6Fa:M1 fvlumtfinYMArAt _51: DYIaa IA DaHasfarpwNlro:1 _
Tf1ID,
hlx ra femUFn ,<• Iroi+lxTrf ,nyrM!xank enr vkadrol -,.rpe -_ II -'_ ___atnaw +n. ell Prda uuanl,m t :r!e rra mr vand,ro ^IkU aIM 9 P Y
r 15r ru.hs4 blrnr 11Nh rbrvax In 1!1111 rJke vll ve+rW r•rrI1Unkeur;laa,mJ YWYromanwWe.aaEOTYO4r cMMYamm
PINITOMFiNtS %•m' aka m M+3.y a1MML14ypARW,p,pM Ir•
depl xJ p".nbn{e del,
r
r -`
M
ROTATED REFLECTOR
NOTE: Reflector MUST be field rotated by the CONTRACTOR
to correspond with the direction indicated by the
arrows on this layout.
I=>
EXAMPLE OF DIRECTIONAL ARROW
CHALLENGER
W141 BYm < n4nNH ''Yn I PSEN PWU.SwI Me',IlpleP,a ",xr :tn N/F?rS11 1 -Mnna raa , M_ MG N^r..:
IMS,m,al YI Mn bYr Wpa
Tap 01T,H rsn
VPereWa. NYmzrarl an Iri -iFD %P VkiMnr FlvviiT,
wF -rnrl
W t a,+. G.0 ELr+'NR R'I- UgeYM•
bvMn ln+Y.ALrR Yeb lh4hdaa,r:m
458
INFM
sw 1uar:R,
WanRwPo +w mplMrSpreMr
I m4var'irmr
t:rpar+
IiS':. Meru V1q
I
WMa ' r im;NM " .`IAYI N•rr lark
tm:• Waa
rereauwM M.
I
AF1 aokwr,Ya
W
sn,r
kew a1
llYUar he Ihl YSO 1'i1'+ -Ibrnx flaPM,M aL+N
rHr rA T.rnaw Y[D ,Nx `:SD 1VN Ip4nranFF'vY P +w°'e You
hl` M.1 '"iV ll qr 1
1a'. GISIYNrr n.
vs
non iw'r,Wt
CHY 5 1000 MHR CT MT MSV PCR
XAWF'If C' A tY41GAl JR6E^ ra.br.
won. ouawb.:.ex
r rarra:. , rwwN+ruw:Mr ray.ul,r ,.,y
Frt m'%r - wr. s.ai....a.a.. n.rr..v....r,a. erlc G U'wrf rli+'We^x.'4 w'AS,mnrwl r+lF1^t S
1:0 1lrotaNP'lrlA lr PM1WOCY 4+ PA,'.3N'lIa1IR'f?Y„ t19hLIA' ':11155- Ix(rmilbae SO'bhb
1?1+r.1 I.RC fitSFl H+1' F.xnW NMS'vvk amrl•I
IU'MlrLA..,
I0.agAip lei rrR.W' PYweat
1`ik9 _LltlW_nL _ -._ _._ __
frun Sx 'sW
I1Y•IF. trm•LM'FYnilly \- WrrrnrhMUrww
f!!d'] rPR - . -w1tlPYrPlm .. _. _ _ - -_ _ _ - _
IA1Ai_ YlLr aI Y. M' nW laxar RWi
x «.
J4Aai+•AxfYJ1113DiRSTfi
1it5'rffi' L_SMW. xeM_ ___
w - xrA n11lMli!'.MI!« twialWkaueJe wag&g'ipM19'fi]2? mYAU41bm. _itt4'LUY
fA71` = --iKN;.. lalTr IM1Pw
xN, x. f = .+yyga w+.sr.w.+ ___ _ r•r. n..1s1..1 r.w ,rne.a.ar.n _,.
Pna,LUlkwlLro
i zi "r'.
458
INFM
sw 1uar:R,
P1IEDIYO
r a ' 1MYYIQ YPDr11EArP,'Wp
ltmrW Kr
I m4var'irmr
AEIMYMe
srwAa is mwm '•n r`irl w•mMk awl "'
MYe EM rereauwM M.
iz,va "wm '
W
CHALLENGER WALL SCONCE IYwnaYa .,,, ¢ bus Pal w 1s,wn,
IIaI1SpY6 Tx eno-Aswrn,raerWlrYnblMnhwrstryY SfMw+Mmoman
AY4',aak Sblleta h,1 ar raclo-'hc sbW
IrMl YOIIYI A'pla[k6sgk uMarxlnqukrygYk aap nwb
a10r: FrPTtQrpW4 ]xrPDrin tar. MEPIMaaFMPIanllPhk
M1,rrwrbh.,,n f. mrnYlklLra an/rcam nw MMn9ar Nrr5m
W Y4r mean. nr vau' , 1k Pkan * NeasMl dFkrl.n pa EVY.
snev+YYam W Ep near9p pbY Ymy a al,a+'r4sUwrY'E' +J'MvA n
NY KYir] wort Ta uu +alWn PangY hE!Ne
h bemur..l n 1h:1r11n't WmYn nskJ la 4YW Imk14a u 1UMiV1by
AaM,n tM Rn aelvr,YHrs
IIOOfl FAIPIC Ilk MrnletlF Jt'a Ime Wm W McAIPas sFA tYrd.YlasMps
error wra•Y•ru..n nrm.. rare ... aaaakd,r,r.rMh•+w,e lmm.r Ykb,p41an mFaa:amm rcre m't [Min F x,a
r +Nrr
IkYSLIS161. A Yr Mp Vre hrs.v.Ma a swAl I s Yw trn Iw+k
slm AA+rJ 1{rpantl n rbnt[E M oPh MM llnnrela¢ yakgl4 +n
mullmM1+W ffF: c.+Yr11Yr1 I ,
80GDE1S -HIG IYrym,lnae QsmAPmdtln lrwMm GU4k Yw4aa Yfire i l il,',minmurm.pr hNMrm &1u54N IMerWW 1hv Gnlw]lerrwvr i r'AnY +s IMYe. a mwlera Mrmlraa':rrWnl
LPaYIt SLUICES -Th gPDek aasgr Y'4WM+•IDtIMIN1RY IIb -SIYI -
Mtl 1v1, MIEYtACMrp Krh WAxrJ, 41 W Iha' HMh, 41.w r1N
WxM Nxtlei Mar W{1• livtr WAk AeNeN RnN AECUM S•.fm xul
P4De, a1.W:,Y JWktrEnpKIFWles:m!ISns Bma s4AW uPmJYJ Y
HY' lar v +nw 1mrm; aw'.,mre'a wFwY.anrmYYA ,ILa mYpm' m
gY.xlelnre,r
MLA9Iea:lFGIPGLtU1PUlEY1S E4slm ornanratac bE9,r
imrahJrU HuMyaM Elm MUrxrgk Maas kbfrmlYn ru EkI.rm roJ'.ru,al lPnnlW ny Pr«amhrv'rm vz .ElY mlmiJrr M,ih MYe M nr ale ixYer Frmb
l
arM9 mm•4Er:k ekneea DxY natrgEShSWn p+tk uk en'; u 11W 1 I I/Ub nYMaratY en4m Rw0. 4tla 5Y arJ b' 9e F.RYbN laxpB[t
Pu^FSUrI feN6ae Eao-Yaw Ug':WY'WgF:UNi 2:,N, l6914Y. J,':'
FAW.M iUnN'i„Iwlidp4unt YslPm erlilL lUnmsallacanwr ° w
aYnar we+v..,lbp Mm en.pNM rmm9tkbalxmWgpk M +al aa4rM __ _ _ {_ _
rrnasdNep DOAIr1mM , l.nAwaOrlM Caws FNrg4; fvrv': er.n Ir.Y..„ u,m .1 _IMx1P1.I'nu.T;rwllye nmaN: F.Nn 2r5 RlvJ wiy wlnlaLr(u - - -_
w al'irnWrna h•ei am Am+dr ,!)vale lmY 1nrw+n M.raYErrurn I r
aNNpesan;aapbua:nUe'b
EMBMEIIC'IOPENIMY -f rreAWbkpW Ermn+ur m{oM aeavalmW ___ I
wruywLlh Sa.Er+.m..lmrrwa , waeun, WlWne"'rc hpr' '/("1
r
W,prES Fn Yk IMkfi]s<aJ®gl. tt'EWnpoaPDY:'sltlaY YkAPW \/ s
FIwIN'rY I:Ylry Ridal4W'm xw'aHla Fn:.rap'r FhmereAlr+laN
Fi11m{rrylwu rcAws ue Flbk mHlA arY EAkak am Fr 4n tlxN Wg,rew. Pw•
rnv4.l,krw. µflorin i5.,ttl Hinarnlaminr raaaEn wMr MYIhMYI MrYYtIMI Pleb
lirnpn+ Vguaml.ak IIW uxb
Y:EltcmlamYmMUnnI PETTeaP tmRA TnonPU FT ma 14w:E1
Jr rEk.iasaemrWKmvrrAamnYmun Wa nMM'I.:K'mn.v< ., .
4w YAWm ! hgn'rwlWn.v {WEV Wlrncsns4Al.0 - ____ -- _
MPk DVW r4wr0lFYpki Wry {irnwbW rYMkbhtlnmeanb
FYDeHEi Fadmr.eaMn,c.rrls!; w>vmr nAeWxwrua MClmp
r. " - • --
Pama ors fAla6r4 WYWrntlNlYak "a1wM'nrllm vterW xlaYnl Yariy ilR{n h,:kwlaM lsaMrWAeAn Are Yn • FaMrn:rtr. nAW Mrru II'/Jws; ONYxDa14`, Ir1A YM. Pn.gaE Pam.mrw enW,alarD4n1.
MMIMFlllti N rml ur+nq+akW M.MipYWLirAIA hr ASWK MiMµr+
m'
CHALLENGER" WALL SCONCE
LYYIYAIM aNNENYG 1MPPPYMTbY
trot "FL IMrcrA Trraw fi ISO. * 151' 1:.Ya. 1 F re4esM.;NU l T W1 +' Pn..^
Max /Min
VRY -WtlI W:+i1 IR,ll:an d.'r51rc +4 I
I 3r'Yr'rA
r WMI'L' irun Rr:
233.00
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NOTE: ALL FIXTURES SHALL BE BRONZE IN COLOR
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WALL SCONCE
NOTE: ALL LENES FOR THE PROPOSED LIGHT FIXTURES SHALL BE FLAT LENS TO ENSURE FULL CUT -OFF.
INITIAL FOOTCANDLE LEVELS AT GRADE.
Statis Area Summ
Label Avg Max Min Avg /Min Max /Min
INSIDE LOT 7.4 23.3 0.1 74,70 233.00
ALL 18' POLES TO BE MOUNTED ON CONRETE PEDESTALS
2' ABOVE GRADE, FOR A TOTAL MOUNTING HEIGHT of 20'.
Luminaire Schedule
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Description
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7 W SINGLE 32000 1.000 CHWM -FT -- 400- MHR -F -18' MH 458
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DRAWN BY
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CHECKED BY:
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DATE:
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PROJECT NO
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Attachment S
COLLINS 800 E_ JEFFERSON CI IARLC7TTESVILLE VA 22902
434 2933719 434 2933719
wv,+w :olhn, ngjn,).f,n£1 corn
April 15, 2008
Megan Yaniglos
County of Albemarle
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, VA 22902
RE: FLOWAUTO REQUEST FOR CRITICAL SLOPE WAIVER
Dear Megan:
Please consider this request for a critical slope waiver to allow disturbance of critical
slopes. The following is a summary of the impacts proposed:
Total site area: 1.95 ac.
Area of critical slopes on site: 0.16 ac.* (8.2% of total area)
Area of critical slopes on site to be disturbed: 0.16 ac.
8.2 % of total area; 100% of all critical slopes on site *)
Note: all existing critical slopes on -site are man -made.
The following area responses to the concerns raised in section 18 -4.2.5 of the zoning
ordinance, regarding potential dangers of critical slope impacts:
1) Rapid and/ or large scale movement of soil and rock
Response: The scale of this development is relatively small in scale. Grading operations
will involve only the movement of soil and rock to implement the proposed plan.
2) Excessive stormwater runoff
Response: Stornnvater runoff shall be controlled in a manner acceptable to the County
Engineer.
3) Siltation of natural and man -made bodies of water
Response: Erosion and Sediment Control plans, subject to the approval of the County
engineer will ensure that siltation of water bodies is avoided
4) Loss of aesthetic resource
Response: The project proposed is within the entrance corridor and has received
approval from the ARB.
Attachment C ' 1
5) In the event of septic system failure, a greater travel distance of septic effluent
Response: This project shall be served by public ivater and sewer, therefore this issue
does not apply.
Please let me know if you have any questions or require any additional information.
Sincerely,
Scott Collins, PE
Attachment C ZX
tRGI'•''
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4012
March 7, 2008
Collins Engineering
c/o Scott Collins
800 East Jefferson Street
Charlottesville, VA 22902
RE: SP2007 -00045 Flow Automotive Amendment (Sign # 17)
Tax Map 78 Parcels 15E & 15D
Dear Mr. Collins:
On February 6, 2008, the Albemarle County Board of Supervisors took action on SP #2007-
00045 to allow the expansion of the Flow Volkswagen -Audi -Mazda outdoor automobile sales
and display parking areas in the Entrance Corridor on TAX MAP /PARCEL: 78/15E and 78/15D
in the Rivanna District. This special use permit was approved based on the following
conditions:
1. Vehicles shall not be elevated anywhere on site;
2. Vehicles shall be displayed only in areas indicated for display shown on the plan entitled
Flow Automotives ", identified as Sheet 3, prepared by Collins Engineering, with revision
date of 12/18107. Display parking shall be only in designated striped parking spaces, as
identified on this plan. No parking shall occur in travelways;
3. Final site plan approval is subject to ARB approval of the lighting plan (submitted with
the site plan). Maximum light levels on site shall not exceed thirty (30) footcandles;
4. Final site plan approval is subject to ARB approval of the landscape plan (submitted with
the site plan). Landscaping shown on the plan will be required to be in excess of the
minimum requirements of ARB guidelines and /or the Zoning Ordinance to compensate
for the negative visual impact of the proposed use, including but not limited to the use of
larger caliper trees, additional evergreen shrubs and continuous interior planting islands;
and
5. Final site plan approval is subject to the recordation of easements for ingress /egress and
for the installation, maintenance and use of planter islands and landscaping on adjacent
parcels (Tax Map 78, Parcels 15, 15D and 15E).
Please be advised that although the Albemarle County Board of Supervisors took action
on the project noted above, no uses on the property as approved above may lawfully
begin until all applicable approvals have been received and conditions have been met.
This includes:
compliance with conditions of the SPECIAL USE PERMIT;
approval of and compliance with a SITE PLAN; and
approval of a ZONING COMPLIANCE CLEARANCE,
Attachment D 2`1
In the event that the use, structure or activity for which this special use permit is issued is not
commenced within twenty -four (24) months from the date of Board approval, it shall be deemed
abandoned and the permit terminated. The term "commenced" means "construction of any
structure necessary to the use of the permit."
If you have questions or comments regarding the above -noted action, please do not hesitate to
contact Sherri Proctor at 296 -5832.
Sincerely, a
V. Waynektilimberg
Director of Planning E
Cc: Flow 1313 Richmond LLC
1425 Plaza Dr
Winston -Salem Nc 27103
Tex Weaver
Chuck Proctor
Sherri Proctor
File
Attachment D
pF AL
IRGNZ
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4012
November 15, 2007
Sheeran Architects
c/o Peter Sheeran
226 East High Street
Charlottesville, Va 22902
RE: ARB2007 -00098 Flow Auto - Display Parking Addition
Tax Map 78, Parcels 15D, 15E
Dear Mr. Sheeran:
The Albemarle County Architectural Review Board, at its meeting on November 5, 2007, completed a
preliminary review of the above -noted request. The Board took the following actions.
Regarding the Special Use Permit/Rezoning the Board by a vote of 5:0, forwarded the following
recommendation to the Planning Commission:
The ARB expresses no objection to the special use permit, subject to the following conditions:
1. Vehicles shall not be elevated anywhere on site.
2. Vehicles shall be displayed only in areas indicated for display shown on the plan entitled "Flow
Automotives" prepared by Collins Engineering and dated 9/17/07. Display parking shall be only in
designated striped parking spaces, as identified on this plan.
3. Final site plan approval is subject to ARB approval of the lighting plan (submitted with the site plan).
Maximum light levels on site shall not exceed 30 footcandles.
4. Final site plan approval is subject to ARB approval of the landscape plan (submitted with the site
plan). Landscaping shown on the plan will be required to be in excess of the minimum requirements of
ARB guidelines and/or the Zoning Ordinance to compensate for the negative visual impact of the
proposed use, including but not limited to the use of larger caliper trees, additional evergreen shrubs
and continuous interior planting islands.
Regarding the Preliminary Site Plan the Board made the following comments and suggestions for the benefit
of the applicant's next submittal.
1. Coordinate parking totals and labeled spaces on sheet S -1.
2. Revise the two long internal planting islands to continuous planting islands. Eliminate the gaps in
both islands.
3. Revise the landscape plan to include 3 large shade trees and evergreen shrubs in the long planting
islands located at the interior of the display parking area.
4. In the planting areas that front the EC replace the Inkberry holly with an alternate species and indicate
the plant size as 36" minimum at planting on both parcels.
5. In the planting island the fronts the EC, revise the row of holly to a staggered row on both parcels.
6. Extend the evergreen shrub row that fronts the EC into the end islands that frame the entrance to the
site.
7. Space the large shade trees at 35' on center along the EC on both parcels.
8. Add interspersed ornamental trees along the EC, on both parcels.
9. Revise the existing conditions plan to include the existing plants on the east side of parcel 15.
Attachment E 3\
10. Replace the White pine with an evergreen tree that provides more consistent long term screening and
one that is better suited to the available space.
11. Replace the Hemlock with a more disease resistant tree.
12. Include the VT plant in the plant list or eliminate it from the plan.
13. Provide shade trees on parcels 15 and 15E at 40' on center along the shared property line. Stagger
these trees.
14. Continue the mixed planting along the full length of the area between parcels 15 and 15E. Do not stop
short of the southern property line.
15. Add Schip laurel to the planting area between parcels 15 and 15E.
16. Provide 2 large shade trees and evergreen shrubs in each end island along the travelway shared
between parcels 15D and 15E.
17. Coordinate the appearance of the three end islands located along the travelway that is shared between
parcel 15D and 15E.
18. Replace the Redbuds with Serviceberry.
19. Coordinate all landscaping with existing and proposed utilities and easements.
20. Include the following note on the landscape plan: "All site plantings of trees and shrubs shall be
allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and
trees shall be pruned minimally and only to support the overall health of the plant."
21. Revise the photometric plan as follows:
a. Use 1.0 as the maintenance factor (LLF).
b. Limit light levels to no greater than 30 footcandles.
c. Show lighting levels out to the property line.
d. Limit spillover at the property line along Route 250 to less than .5 footcandles.
e. Clearly indicate the proposed color for the fixtures on the plan. Bronze is recommended.
22. Resolve the grading issues on the west and south sides of the site regarding retaining walls, level
planting area, filteras, etc. Include proposed grading on the landscape plan.
23. Provide revised architectural elevations for the addition to the existing building. Coordinate the size of
the building illustrated in the elevations with the size of the building illustrated on the plan. Maintain
the window at the south end of the west elevation in the revised design.
24. Add an understory of evergreen shrubs in the island between the Entrance Corridor and the
maintenance building to the south.
25. The shade trees shall be a minimum of 3' /z" caliper. Ornamental trees and other understory trees shall
be a minimum of 8' in height. Shrubs shall be a minimum of 3' in height.
You may submit your application for continued ARB review at your earliest convenience. Application forms,
checklists and schedules are available on -line at r alhenuu Ir.ur l Tannin * .
Revised drawings addressing the comments listed above are required. Include updated ARB revision dates on
each drawing. Please provide a memo including detailed responses indicating how each comment has been
addressed. If changes other than those requested have been made, identify those changes in the memo also.
Highlighting the changes in the drawing with "clouding" or by other means will facilitate review and approval.
If you have any questions concerning any of the above, please feel free to call me.
Sincerely,
Margaret Maliszewski
Principal Planner
Cc: Don Speight 1425 Plaza Drive Winston - Salem, N.C. 27103
Linkous, Janice S 2205 Shepherds Ridge Rd Charlottesville Va 22901
Attachment E 91