HomeMy WebLinkAboutSDP200400024 Plan - Approved Major Amendment, Final Site Plan 2007-02-27DNNo�Q
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ALBEMARLECOUNTY ENGINEERING GCONSTRUCTION NOTES
MAJOR SITE PFOR
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1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION c° o
(V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. {� s
DRAINAGE ELATED MATERIALS AND CONSTRUCTION METHOD SHALL CONFORM TO CURRENT SPECIFICATAONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. FURNITURE A PAVING D A NAGE R S E E EHEEL2 ALL
O � N
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. >
I 12D 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE s --
4DARCE L )T�
ACHIEVED.
T 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING; OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
�R 1 STABILIZE A DRAINAGE CHANNEL.
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6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.�°�
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
NTYVIRGINIAA LE �ALBSEXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY 29 CFR PAR1926).
8. ALL E C ( 1� p
11
a I.�402 030542
ALWATER AND EWER CONDITIONS \ITE DATA
GE�ERAL NOTES G
1. Do NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE A � �
ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS..1. Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor w'll be responsible for notifying the proper service authority officials at Revisions:
LEGAL REFERENCE: the start of the work.
TM 45 PARCEL 112D 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. NO. DESCRIPTION DATE
5 Cntv Commnts 04/28/05
3, HE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN 2. The location of all existing utilities are not necessarily shown on the plans and, where showy, are only approximately correct. The contractor shall on his own initiative locate 6 Cntv Commnts 05/13/05
MAGESTERIAL DISTRICT: RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL. NOT EXCEED ONE-HALF (1/2) FOOT CANDLE.
all underground lines and structures as necessary. cnt Commnts 08/23/05
g y 8 Remvd Entrance 12 4/06
RIO 9 Rev. BMP 12/12/06
SOURCE OF TITLE FOR PARCEL: 3. All materials and construction shall comply with General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998.
DB 1089 PAGE 334
4. Datum for all elevations shown in National Geodetic Survey.
OWNER: 5. The contractor shall be responsible for notifying "Miss Utility" 1-800-552-7001. N
-CHARLOTTESVILLE P Y 9 YHEWEL NOTESSCSITE
LO
ATTN BILL SPRINKLE
PO BOX 1600 1. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE, 6. All water and sewer pipes shall have a minimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe. This includes all fire hydrant lines, service z
LYNCHBURG, VA 24505 2. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. laterals and water lines, etc.
3. NO LIGHTING IS PROPOSED FOR THIS PLAN. y � ��f 'P l77; � `1 °
DEVELOPER: 7: All water and sewer appurtenances are to be located outside of roadside ditches.h�`..i.}_Fy 4�
4. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS.0J{ � r
8. Valves on dead-end line shall be rodded to provide adequate restraint for the valve during a future extension of the line.
CURRENT ZONING: HC -EC 5. BUILDINGS NOT TO EXCEED 65' IN HEIGHT.
SOURCE OF BOUNDARY SURVEY:
BOUNDARY SURVEY BY RIVANNA ENGINEERING
SOURCE OF TOPOGRAPHY:
T
ALBEMARLE COUNTY SERVICE AUTHORITY
TOPOGRAPHIC MAP. USGS DATUM INDEX
APPRC'VALS�o
DRAWING i_'omnta" i)[Albemarle
Comer�,�ati n Plon Cbertdist- To be pl ired on Landscsipe Plans
BUILDING SETBACKS FOR HC -EC DISTRICTS: C1 of 5 COVER SHEET nafpaol ppza-t4-ll1-2T.rr�arle�.e specifications)
FRONT: 30' BUILDING SETBACK C2 of 5 DEMOLTION PLAN L. The falloningitemassh2ltbeshown on. tkePLan:
10' PARKING SETBACK C3 of 5 SITE PLAN �.F`TFe� sofclea u
�' Lcr t� of cea�rcg fot�tsrde dTi1+`ine of trees to be S�•}:1'r-_d); Z
MAXIMUM BUILDING HEIGHT: 65' C4 of .5 LANDSCAPE PLAN,,.�Iocalb3nmdtype ofFrQ,Prtvefencing; z
ra.derhaagesrea�,iTisygcreewoos orwaft, PLANNING DEPARTMENT
C5 of 5 PROFILES ❑ Frrtpase+l etrce�L �r t.trfelir,een, ih,e litf�let _. a 00
PARKING SCHEDULE: 2. A[arlriMES:
�'
2 t trees to be gar ed sha t h,e markers ra ith :ar t. of Tibboe at a h:irEd clearly sE, tie to 9,;uikzuen^. apetaCtcr... h
CURRENT RETAIL AREA: 21, 000 FT No aradaeg Shall, begin until true tree masliq ha been io=necte3 ac approved by a Cawy Inspecrnr. o o
PROPOSED RETAIL AREA: 24,000 FT
2
3_ Fri-C�nnatruciion�:�onfmrence: ;ZONING DEPARTMENT
Tree pre w -nation m. d Fsotection.me-mines sh.*,tt be reviewed w th tine cantrartor on site:.
PARKING REQUIRED: 1 space for every 400 FT of retail area = 60 SPACES a_ Equipment OoerafienandSterge:
I€ea? �ruipmen', ueMct,:laz srafac aed storage a.f Cousttucti.on. mteTWS itrr=ud ug, sial shall not be pern=irted m:ithin the 3Tip�r_,ar o€ itees
LEGEND to tae :at ed-
PARKING PROVIDED: 40 SPACES .(INCLUDING 3 HC SPACE
5- S°i'EzAyi�n�etdStormT�ater�efentio°������: INSPECTIONS DEPARTMENT/FIRE OFFICIAL
(parking modification granted by Jan Sprinkle on May 20th, 2005),rhazt5xhaal�ta�=erse�pt>P�,irp¢a:t��e��za.
Benchmark
45
LAND USE SCHEDULE: 0 E- Exist. Overhead Electric. F�ire--s_ IF=t
- � .x� tires: are not gernritrer; "�itbin Uatl feet of th= d�.plice gas tress. to he sa.�,ed.
Power Pole "_ Ta iic?4laterials:
PRE -DEV % POST -DEV. TO.tiCMaleriaa�5KIM33ott:e tor.edwitbLi00fee tofthedrIar-eofIreeitobe�a�-,ed. SERVICE AUTHORITY
BUILDINGS: 22,568 SF 30% 27,820 SF 36.9% •-i Prop. Light Pole
�. Pro#ertts�.Fenain= I
PARKING: 18,604 SF 24.7% 21,684 SF 28.8% ,TFea=. t be raga e -d wife -a 40 feet of to sed building ilding or grading anility sM1, be pros,icod by fxncing. � �-i �
PERVIOUS: 34132 SF 45.3% 25,800 SF 34.3% FH Fire Hydrant p� L �"
Feuing sha_i be iu p.tace and shall be.inspecud ani apyroved by a �'mw ?as�ettor�ri�rto �ta��� tri rou:tntrtio�. �� ",� � {�
.TOTAL: 75,304 SF 100% 75,304 SF 100% GV Gate Valve
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❑ ��'ran the @Tora�� 1p�pi �� be ra sed whhiu the dripllne of a tree to be szn,,ed, a r<pe well shad'be provided and a r�r �tr����� ,�e�xil ENGINEERING DEPARTMENT � �� �
BPD Backflow Prevention Device st,bmt medforgpToval.
C , r--+
S- t
500 Existing Elevation/Contour 14. Treeatis:
❑ When due eTonel level m it be lowere3 within the +hipline tree fii be sa z ed, a, twee stall shall, be gswvg�ad; and a constracttrtn dvail �
MAXIMUM IMPERVIOUS COVER: 53,312 SF 500 Proposed Contour ,�,r,iporapgToval. 1
X[500] Proposed Spot Elevation SITE 11. Tre 4ein and Tunmefise:: 'VIRGINIA DEPARTMENT OF TRANSPORTATION
MAXIMUM NUMBER OF EMPLOYEES: 21 '4� entreuu,imeisreouire,3witbintheUmits02,clendug,it=i„raubed�measfaraway from thetranksoftrees a:Fossibte.Tueneliu;
Slopes Greater Than 25% uad targe tree shall be amidered a:s .am aumscat see When it h anu�:ipanea that uecesuT.) tteurl'uing win destroy eeder roots. � W
1. "--�
UFE Upper Finished Elevation 1 Dtectitwefen:ingshal be the timiitetnsr moveddming rheficalrieam=;p_
.13. Damaeed Trees F -t
LFE Lower Finished Elevation o�a� Q°°a6 j a a e�tr�w, �treate��tn e i trypr„ting,fetralizatomorotherinetho&urcmmendedlr atree spetiabsr, `VIRGINIA HEALTH DEPARTMENT
SWM Storm Water Management �O� �G°r0°/ 4� NOTE:: IT IS THE DEVELOPER'S RE;S:PONSIBILI'l TO CONFER WITH THE CONTRACTOR € LN TREE �CaNSERVATION
SCC Storm Conveyence Channel �,�� AEtiCE741E35TS.
N.T.S. Not To Scale'
i 11- E-RSIGN..ATLI E (DATE.) 130ARD OF ARCHITECTURAL REVIEW
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CONTRACT PURCHASER SIGNATURE (DATE)
FIRE OFFICIAL Sheet No:
MAP
VICINITY
SCALE: 1 " = 1000' of
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MILLER
CERTIFICATE No.
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S1 ONAL
Revisions:
NO. DESCRIPTION
DATE
5 ('.nt (.ommnts
04/28/05
6 Cnty CommntsL1137
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Limits \ . 14 \
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Ex sting EOP °. o \
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5 >_. Floor Dram to I! � ,, To�-4 8.13
Tree Protection \ �� are not to be Installed Until the
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Tie into -Storm II Site is Stabilized according to nv 1n- 64.31
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for Existin Trees r ) \ - Sewer System I! Inv Out "464.23\
\ �o Y t! Water Resources Personnel �; \\
That are tb Remain j o296-5861\ \ \
l 5 X Existing tt (434)
- / 0
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Location \ \._ l \ is \ \ T�
2 Story Building
°
20' I I I CD
�' NT 14,0 sf Retail on First Floor
-(n Q (n U A. Q `
New ; \ F,
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20' 11,000sf Retail Total \ \ \ t \ `0
8 .o ii U FE — 485.1
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All Dumpsters Within 1.5' of the j \ \ \ / .
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ZONING: HC—EC
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A Sprinkler Head for Fiire Protection T
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xisting
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Cxisting 16
Sycamore
Existing COP 1 \`
-- —� Til 4 1 12C �\
Inv Out--\
EIev=474.30
12"0 HDPE
A ST -30_
1 of 2 Scale: 1" = 2'
DI -313 Top Elev. 482.0
Crest EIev=478.80
1 - 9" Orifice EIev=477.50
Trash Rack* F_
Trash Rack*
12"0 HDP
1 - 5" Orifice Riser
EIev=474.30
BMP Plat
Cage*
*Structural HDPE Trash
Rack Mon0actured by
Plastic Solurtions, Inc,
(540)-722-4694
.(or approved equal)
60"0 HDPE
-Inv In
EIev=474.410
BS_T_—_3° Outlet_ Str
2 of 2 _Scale:
62 I
1 ��Pz I
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Leel Band to be Anchored to
i
ie Top and Bottom of the Riser
tructure and Bolted into Wall of
3-1 Typ
?"0 HDPE ~ ';
\ser, Top EIev-478.80
Junction Box
Opening
HDPE
20 0 20 40 60
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- / - — — — — — — — — �Existi�g 12
\ & ,2 i / / - -- _ 82,2 `
-y
Clearing
Limits \ . 14 \
\ ( 11 h
Ex sting EOP °. o \
120Bio-Filter Media and Underdrains Stour\ MIH \ \
5 >_. Floor Dram to I! � ,, To�-4 8.13
Tree Protection \ �� are not to be Installed Until the
-- -= --- to be Por �ded 2,i \
Tie into -Storm II Site is Stabilized according to nv 1n- 64.31
X
for Existin Trees r ) \ - Sewer System I! Inv Out "464.23\
\ �o Y t! Water Resources Personnel �; \\
That are tb Remain j o296-5861\ \ \
l 5 X Existing tt (434)
- / 0
Chiller
Location \ \._ l \ is \ \ T�
2 Story Building
°
20' I I I CD
�' NT 14,0 sf Retail on First Floor
-(n Q (n U A. Q `
New ; \ F,
x
Treeline \ Q 7 000 f Retail on Second Floor
� � ` �
/ I c7 00
84 v °
20' 11,000sf Retail Total \ \ \ t \ `0
8 .o ii U FE — 485.1
\ \ \ \ J k n SPP \
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Elev=471.9 - �j I I a \ \
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10x15 Concrete Extend Retaining �� o
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Dumpster Pad W
—
TtVI 45 12D
18
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s
Note: SCHE EL — CHARLOTTESVILLE
CO
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All Dumpsters Within 1.5' of the j \ \ \ / .
r Building shall be Providled with
ZONING: HC—EC
ng
A Sprinkler Head for Fiire Protection T
�J �+ L' �+
E �,\ Tree/iirhe f) I 1 f U : �� 1r�+ 1 L
!! i
4,888sf 1 st Floor o ii (
— — �- ;�,) 0 5,252sf 2nd Floor
i � t
11
_.. ,140sf Total Limits of i
10 i i '\
=.Story Addition for Second Floor I
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-- � Ftamiture Storage
s
4851
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12 Sycamore
xisting
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Cxisting 16
Sycamore
Existing COP 1 \`
-- —� Til 4 1 12C �\
Inv Out--\
EIev=474.30
12"0 HDPE
A ST -30_
1 of 2 Scale: 1" = 2'
DI -313 Top Elev. 482.0
Crest EIev=478.80
1 - 9" Orifice EIev=477.50
Trash Rack* F_
Trash Rack*
12"0 HDP
1 - 5" Orifice Riser
EIev=474.30
BMP Plat
Cage*
*Structural HDPE Trash
Rack Mon0actured by
Plastic Solurtions, Inc,
(540)-722-4694
.(or approved equal)
60"0 HDPE
-Inv In
EIev=474.410
BS_T_—_3° Outlet_ Str
2 of 2 _Scale:
62 I
1 ��Pz I
I
Leel Band to be Anchored to
i
ie Top and Bottom of the Riser
tructure and Bolted into Wall of
3-1 Typ
?"0 HDPE ~ ';
\ser, Top EIev-478.80
Junction Box
Opening
HDPE
20 0 20 40 60
TI ew Detai
---------- SCALE:1 = 20'
Future_
Scale: 1"=20'
TIM Y R. MILLER
CERTIFICATE No.
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TM 45-112B
PROPERTIES SLC
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PLANT L15T
KEY
QTY.
BOTANICAL NAME
Ln ! /
I
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A
TM 45-112B
PROPERTIES SLC
l ZONIN, .SIC— ; C
UES RETAr ' \
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PLANT L15T
KEY
QTY.
BOTANICAL NAME
Ln ! /
CAL.
! I
/- RM
TM 45-112B
PROPERTIES SLC
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PLANT L15T
KEY
QTY.
BOTANICAL NAME
COMMON NAME
CAL.
HEIGHT
REMARK5
CANOPY
AREA (5F)
AREA TOTAL
(5l')
5HADE TREES
RM
1 8
Acer rubrum
"Red Sunset" Red Maple
1,.5-1,75"
397
.3,176
ORNAMENTAL TREES
AC
5
Amelanchier canadensis
Shadblow Serviceberry
6'-7'
130
650
RB
6
Cercis conadensis
Eastern. Redbud
6'-7'
124
744
CONIFER5
W
LC
6
X Cupressocyporis leylandii.
Leyland Cypress
UDI
4-5'
23
138
DROADLEAF EVERGREEN5
H
42
Ilex cornuta
F Dwarf Burford Holly
11,5-2.5"
14
546
TOTAL (5F)
5,254
LANDSCAPING CANOPY REQUIRED: 10% OF TOTAL SITE
TOTAL SITE AREA = 75,305 SF (1.73 Acres)
75,305 SF * .10 = 7,531 SF Required
LANDSCAPING CANOPY PROVIDED:
Existing Canopy = 6,614 SF (0.15 Acres)
New Canopy = 5,254 SF
Total Canopy Provided = 11,868 SF
STREET TREES:
Required: 200LF/50LF = 4 Trees
Provided: (5) AC Trees
INTERIORLANDSCAPING:
Required: 1 Tree Per 10 Parking Spaces
'16/10 = 2 Trees
Provided: 8 Trees
Area RegWred: 5% of Total Parking Area
0.05*7,704 SF = 385 SF
Area ProvWed: 8 Trees*50 SF/Tree = 400 SF
PLAN NOTES:
1. SEE SHEET C5 OF 5 FOR 810—FILTER DETAILS & PLANTING DETAILS.
2. EXISTING LANDSCAPING ON ROUTE 29 SIDE OF BUILDING IS TO REMAIN AND
CONSISTS OF EVERGREENS, DOGWOODS AND GROUND COVERS OF VARIOUS TYPES.
3. THE EXISTING POWER LINES ALONG ROUTE 29 ARE APPROXIMATELY 25'-0" ABOVE
FINISH GRADE.
4. TREE PROTECTION FENCE SHALL BE ORANGE SAFETY FENCING, INSTALLED USING
STEEL FENCE POSTS AT 10'-0" O.C. DRIVEN 2'-0" (MIN) INTO GROUND.
5. THESE PLANTS ARE TO BE PLANTED SO THAT THEY ARE NOT OVI=R THE STORM
WATER LINE.
BIO-F'ILTE=R LANDSCAPING
SPECIES
1
Inkberry (4)
0
Sweet Pepperbush (4)
i�
Barberry (4)
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BIO-F'ILTE=R LANDSCAPING
1310—FILTEI•R DI -TAILS
NO.
SPECIES
1
Inkberry (4)
0
Sweet Pepperbush (4)
i�
Barberry (4)
1310—FILTEI•R DI -TAILS
NO.
Area (sq.ft) Plants Required
1
997 12
20 0 20 'i •1
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TIM Y R. MILLER
CERVICATE No.
30542
Revisions:
NO. I DESCRIPTION IDATE
K11
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K11