HomeMy WebLinkAboutSDP199600086 Plan - Approved 1996-08-29m
COUNTY OF "LBEM"[_E
DEPARTMENT OF ENGINEERING
��N���| CONSTRUCTION N[lT�� ��� �TT� PLANS
���_/��_,m�_ ^,.�',`,///`�`�'�^//` /``�''-`^ FOR `^�'�- "
REVISED: March 1, 1992
1. Prior to CO008OCe0B0t Of any COOStrUCtiOD within any existing
public right -Of -way. including COOOBCtiOO to any existing POOU
O permit for said CODStrUCtiOn shall be obtained from the
Virginia DBp87t08Ot Of Transportation (hereafter abbreviated Y.O.O.T.) .
2. All paving and drainage related materials and COOStrUctiOO
methods shall COOfOP0 to current specifications and StaOUa7UG
Of V.U.O.T. UnI85S otherwise noted.
3. EPOSiOO ODU siltation COOtPOl 0e8SU78S shall be provided in aCCOPdOnCB
with the apDrDY8U 2PO5iOD COUtPOl plan and shall be installed
prior to any clearing, grading Or Other construction.
4. All slopes and disturbed areas are to be f8rtiTized, iseeded
and 0UlCh8d. NOXi0iU0 allowable fill OP cut SIOO8 is 2:1.
Where reasonably obtainable, lesser slopes Of 4:1 Or
better are to be achieved.
5. All drainage inlets shall have d 2 -inch local depression.
5. PaV8U, rip -rap Or stabilization mat lined ditch may be required
when in the opinion Of the Albemarle County Director 0f
Engineering, Or his d8SigD8R, it is deemed n8CBSBaPy
in order to stabilize B UrUiOBg8 channel.
7. All trOffiC control signs shall COOfOr0 with the Virginia
Devices,Manual for Uniform Traffic Control latest edition.
B. Unless otherwise noted all CODCrBtB pipe shall be
reinforced COOCr8t8 pipe - Class III.
9. All 8xCaVBtiOD for underground pipe installation 0USt
comply with OSHA Standards for the COOStrUCtiOO
Industry (29CFR Part 1926).
ID addition to the ObOY8 notes the following statement 0USt
be inCIUU8d On all site plans which require V.D.O.T. approval.
The statement 0UGt be signed by the d8V9IOp9r Of the property
prior to tentative site plan approval.
NB the UOdGPBigO8d developer(s) understand that approval
Of this plan by the COUOtV Of Albemarle dO88 not necessarily
indicate Virginia Department Of Transportation ( Y.O.O.T.)
approval Of the plan. Approval Of the plan by the County
does not in any way relieve 0B Of 0y responsibility in
obtaining final VDOT approval prior to the -iBSUOnic8 Of
building permits and/or certificates Of occupancy.
DATE
/
'
1. Work shall be SUb'8Ct to inspection by the Albemarle COUDty
Service Authority iOBpeCtO75. The CODtPaCtOr will be
responsible for notifying the proper service aUthOriity
officials at the start Of the work.
'
2. The location Of existing utilities aCrOGG the line [Df \
the proposed work are not necessarily GhONO On the p]ldOS \
and where ShOWO, are only dpprOX10d±eIy correct, ThD8 �
contractor shall OO his Own initiative locate all
underground lines and structures as necessary. {
^
)
B. All 0Bt8riaIS and COOStrUctiOO shall comply with SB8leral i
Water and Sewer CODBtPUCtiOO Specifications as adOpt±eU �
/
by the Albemarle County Service Authority On January/ 20. 1983. �
amended July 1. 1989. �
/
4. OOtU0 for all elevation shown in National Geodetic E3UrV8y. �
5. The CODtrOCtOr shall be reSpO5iblB for Ootifing �
"Miss Uti]tiy^ (1-800-552-7001) . �
'
G. All wdter, and sewer pipes shall have d 0i0i0U0 Of
3 feet Of COV8P 082SUrBd from the top Of pipe, over the
CeUt8rIiO8 Of the pipe, This includes all [iPB hyUF"OOt
liOe8. service laterals OOU waterlines, etc.
7. 20' Wide eOGe080ts^ C8Ot8Ped OO the pipeline and OO[DUrteOdnCeS
shall be dedicated to the Albemarle County Service A\UthOrity. �
except where the line is in a public rOOU right-Of-N4ay �
Or an BCCeSs 8aSH08Ot. in which C88e the 8CCeBG eUSE908Ot
ShOII also he dedicated OS O Utility easement. `
8. 3' mi0i0Um separation required bBtNB8D NdtBP liOS 8OlU �
storm sewer culverts Or 8^ separation when waterline?
is insulated. Use 1/2^ thick TUeP0a-Cel Pipe TOSUIaitiOO .
in 3'X 4' Gh88tS as 0a0UfOCtUreU by NO0dCa. Inc. Or
equally approved by Albemarle County Service AUthOPi[ty. \
Insulation to extend 5' beyond CeOt8rl1OB Of CUlV8rfi in both �
�
directions Or 5' beyond ends Of culvert when pdPaIle�T. �
B. Touch read meters are being used by the Albemarle C[DUnty ,
Service Authority. TO accommodate these meters, 08t�er lids `
will require a 1 3/4^ hole taped into the center Of the lid, �
�
8}iOU taps Or plugs shall be provided to prevent U8bDriS
from entering the box prior to 08t8p iOstalTatiOO �
. �
`
/
10. All water and sewer appurtenances are to be located ,
outside Of POdds|dB ditches. `
`
11. Certification that 95% CO0paCtiOD is obtained shall be .'
provided for all fill areas under, water and sewer li�D85 !
and appUrtCndnC8S. This certification shall be SigO\8d ^
by B Professional Geologist. The certification sh8ll
state the exact area that the certification applies*to.
12. Valves On d8OdBOU line shall be rodded to provide 5U|equOte
restraint fOr the YaIV8 during a [UtUr8 extension Of the liO8.
�TT� O�T�'
u�.� un/n,
LEGAL REFERENCE
TN. 45. PARCEL 109C
SOURCE OF TITLE O.B. 1485 p.34 (pLAT). P. 103 (DEED)
OWNER
RIO ASSOCIATES LTO PARTNERSHIP
P.O. BOX 8147
CHARLOTTESYILLE, VA. 22906
.CONTRACT PURCHASER/ DEVELOPER GILRAY
C/O GEORGE RAY
P.O. BOX 5335
CHARLOTTESYILLE, VIRGINIA 22905
MAGISTERIAL DISTRICT RIO
ZONING C1WITH PROFFERS
Z.;W��Q5 25
THIS SITE LIES IN THE AIRPORT IMPACT AREA OVERLAY DISTRICT
SOURCE OF TOP0 & BOUNDARY SURVEY
ROUDABUSH, GALE & ASSOC., INC.
DATUM
ASSUMED
BENCHMARK
PK NAIL IN 15^ OAK BACK OF RIO HILL SHOPPING CENTER
ELEV.: 523.52
SETBACKS
BUILDING: 30' FROM ANY PUBLIC RIGHT-OF-WAY
50' FROM ANY RESIDENTIAL DISTRICT
PARKING : 10' FROM ANY PUBLIC RIGHT -OF -NAY
20' FROM ANY RESIDENTIAL OISTRICT
PROPOSED USE ' THIS SITE IS TO BE DEVELOPED SO AS TO PROVIDE COMMERCIAL OFFICE
SPACE AS IT IS DEFINED AND PERMITTED IN SECTION 22.0 OF THE
4LBEMAALE COUNTY ZONING ORDINANCE.
�
PARKING SCHEDULE 16.165 SF. GROSS P 80% = 12,932 SF. NET OFFICE SPACE
12,032 SF. @ i SPACE/ 200 SF. = '55 SPACES REQUIRED
PARKING PROVIDED = 00 SPACES f i LOADING SPACE
LAND USE
SCHEDULE
TABLE OF CONTENTS
AFTER
SHEET 1/5 - COVER SHEET
EXISTING
%
DEVELOPMENT
%
BUILDING
O SF.
0%
6.O83 SF.
7'%
PAYED
O SF
0%
33,050 SF.
2 9'%
OPEN
115, 430 SF.
iOD%
74.207 SF.
64%
TOTAL
115.430 SF.
100%
115.430 SF.
100%
NOTES * ALL LIGHTING TO BE DIRECTED SU AS NOT TO GLARE ON ADJACENT PROPERTIES
AND LIGHT SPILLOVER IS NOT TO EXCEED ONE-HALF (1/2) FOOT CANDLE
K LOCATION AND DESIGN OF ANY PROPOSED SIGNS IS TO BE SUBMITTED
SEPARATELY AND TREATED AS AN AMENDMENT TO THIS PLAN
K DO NOT SCALE THESE DRAWINGS! USE DIMENSIONS SHOWN ONLY.
BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS.
X ALL CURB HAU\I ARE 5' UNLESS OTHERWISE NOTED.
X IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT
LOCATION OF ALL EXISTING UTILITIES.
PAVEMENT SPECIFICATIONS
PARKING LOT SURFACE
G'21ABASE STONE
2' OF S'5
O0NPSTERPAD & LOADING SPACE
4'AGGREGATE BASE STONE
S'PLA|NPOHTLUNOCEMENT
^THIS SITE \SNOT LOCATED WITHIN ARESERVOIR WATERSHED
kY
SEP 10 11996
TABLE OF CONTENTS
SHEET 1/5 - COVER SHEET
VIRGINIA DEPT. OF HIGHWAYS7-
8 COMMUNITY DEV
SHEET 2/5 - SITE PLAN
SHEET 3/5 - LANDSCAPE PLAN
VIRGINrk DEPT. OF HEALTH
41
SHEET 4/5 - WATERLINE & STOHMWATER DESIGN
SHEET 5/5 - EROSION CONTROL PLAN
SERVICE AUTHORITY
Cr
ALBEMARLE COUNTY FIRE OFFICIAL
Z F -
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VICINITY MAP (SCALE: I"= 2000')
kY
SEP 10 11996
TABLE OF CONTENTS
SHEET 1/5 - COVER SHEET
VIRGINIA DEPT. OF HIGHWAYS7-
8 COMMUNITY DEV
SHEET 2/5 - SITE PLAN
SHEET 3/5 - LANDSCAPE PLAN
VIRGINrk DEPT. OF HEALTH
41
SHEET 4/5 - WATERLINE & STOHMWATER DESIGN
SHEET 5/5 - EROSION CONTROL PLAN
SERVICE AUTHORITY
kY
SEP 10 11996
SHEET
1/5
FILE NUMBER
7710
L IV Opt,
DEPT. OF PLANNING
VIRGINIA DEPT. OF HIGHWAYS7-
8 COMMUNITY DEV
CU
DEPT, OF ENGINEERING
VIRGINrk DEPT. OF HEALTH
41
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Sweet Gum Existing Tree Line-/
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15 nkberry _
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- �••,�"''...:�::•••��•��• �"''-....QO"'0 ...'
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\ 336 Wintercreeper
ko 40
676
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0. \ II
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Sr
1 Willow Oak `� Existing Tree Line
afras , z_ G -288 Wintercreeper ` S110
>er- tercreepe .,
1 Willow Oak
4 Sassafras
475 Wintercreeper
896 Periwinkle 560 Periwinkle 24 Sentry Ginkgo 560 Periwinkle 1088 Periwinkle 560 `Periwinkle
Pro'o 'ed Tree Line
.606
268 Wintercreeper
r-1 Amur Corktree Buildin L S
Building 1 g ` \ jSeeding 01
6 Silverbell 6 Silverbell b Sllverb�ll SO
/ 12 Inkberry Existing Tree Linea i 2
J ; 1328 Wintercreeper / 1328 Wintercreeper
/ j • �/ 1328 Wintercreeper / / ,' Q .... S0,0
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77
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Berk —
mar Drive
Planting Schedule
Qty
Latin Name
Common Name Size
0
Area of Canopy
16
Liquidambar styraciflua'rotundiloba'
h
B&B
6784 sq.ft
3
Quercus phellos
Willow Oak 2 1/2" cal.
B&B
1140 sq.ft.
24
Ginkgo biloba'Princeton Sentry'
Sentry Ginkgo 2 1/2" cal.
h�
480 sq.ft.
1
CO
Amur Corktree 2 1/2" cal.
B&B
319 sq.ft.
12
Sassafras albidum
Sassafras 1 1/2" cal.
B&B
2328 sq.ft.
24
Halesia carolinia
Carolina Silverbell 1 1/2" cal.
B&B
4920 sq.ft.
15
0
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. ...... .... .... ..
\ 336 Wintercreeper
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676
sr4
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0. \ II
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Sr
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4 Sassafras
475 Wintercreeper
896 Periwinkle 560 Periwinkle 24 Sentry Ginkgo 560 Periwinkle 1088 Periwinkle 560 `Periwinkle
Pro'o 'ed Tree Line
.606
268 Wintercreeper
r-1 Amur Corktree Buildin L S
Building 1 g ` \ jSeeding 01
6 Silverbell 6 Silverbell b Sllverb�ll SO
/ 12 Inkberry Existing Tree Linea i 2
J ; 1328 Wintercreeper / 1328 Wintercreeper
/ j • �/ 1328 Wintercreeper / / ,' Q .... S0,0
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_ ry nl � -J • �` j•
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S06
77
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................ • '
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Berk —
mar Drive
Planting Schedule
Qty
Latin Name
Common Name Size
Condition
Area of Canopy
16
Liquidambar styraciflua'rotundiloba'
Sweet Gum (non -fruiting) 2 1/2" cal.
B&B
6784 sq.ft
3
Quercus phellos
Willow Oak 2 1/2" cal.
B&B
1140 sq.ft.
24
Ginkgo biloba'Princeton Sentry'
Sentry Ginkgo 2 1/2" cal.
B&B
480 sq.ft.
1
Phellodendron amurense
Amur Corktree 2 1/2" cal.
B&B
319 sq.ft.
12
Sassafras albidum
Sassafras 1 1/2" cal.
B&B
2328 sq.ft.
24
Halesia carolinia
Carolina Silverbell 1 1/2" cal.
B&B
4920 sq.ft.
15
Malus sieboldii var. 'Zumi'
Zumi' Crabapple 1 1/2" cal.
B&B
3600 sq.ft.
79
Prunus laurocerasus'Schipkaensis'
Schip Laurel 18"-24" ht.
#5 container
5372 sq.ft.
77
Ilex glabra
Inkberry 2 1/2'-3' ht.
B&B
3664
Vinca minor
Periwinkle 2 1/4" cont.
8351
Euonymus fortunei 'coloratus'
Purpleleaf Wintercreeper 2 1/4" cont.
5% Interior Landscaping Required [1207.5 sq.ft] 31% Interior Landscaping Provided
[7548 sq.ft.]
10 % Tree Canopy Required [11533.25 sq.ft.]
21 % Tree Canopy Provided [24943 sq.ft.]
Wooded Area to Remain [5800 sq.ft.]
Woodbrook Crossing
Albemarle County, Virginia
PLANTING DESIGN
3Gregg Bleam Landscape Architect
609 East Market Street 203 Charlottesville, VA 22902
Telephone 804.977.3232 Facsimile 804.977.5624
%1 I
ice,
Date: 7.16.96 Job Number: 9607
jqa
Revised: 7.23.96 Scale: 1" = 20'
8.02.96
Landscape Plan Sheet 3 of 5
, �z i�,
,�# / �_' / t .
ll I`/ D
/_�;� co /f � TIE INTO PROPOSED GRADING FOR
1i / `41 TO
e # / Q I I
�Q� 1��i / �_ Ip 1 D _�_,
/ , y -4/ 7- � I I - ON PLANS BY HUFF -MAN ASSOC. I I . �
, CD � GENERAL EROSION AND SEDIMENT CONTROL NOTES .
lV4] Ci er / j/ "I
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,�� CD ,fe" IV / � -
co y " CO / j ES -1: Unless otherwise indicated, all vegetative and structural erosion and � , ,
�
�_ I C/ � jj / 11 sediment control practices will be constructed and maintained according ES -6: The contractor is responsible for installation of any additional erosion �_\ I � - -
Ci -
/ 41 T 1i f "I /,tl And control measures neces'sairy to prevent erosion and sedimentation as .1� I , , *
_:��) , - hi / " f P to minimum standards and specifications of the Virginia Erosion � I �
/ C) 1� < If i- , h, Sediment Control Handbook and Virginia Regulations VR 625-02-00 determined by the plan approving authority. � I .
_'!i� � 11 - /J�� / Erosion and Sediment Coni I rol Regulations. . - �\ . .
I -T � , 0 / I - . � \
-Z� /�! / � ES -7: All disturbed areas are to drain to approved sediment control measures at
11 - I
-_
-�t / (�) 1_�, ;, I /I " ZONE. C-1 I I
, y I '�,_ all,times during land disturbing activities and duri site development until
- / � ni li' . ES -2: The plan approving authority must be notified one week prior to the pre- I ng
\ , " _,�, q � I . ),
j \ I "'_
" �_ �\ I I
�� - -
-
\ Q -) h11 ll 5 E *. VACANT construction conference, one week prior to the commencement of land final stabilization is achieved. - � I I
Q�,;�- z- Y ,f I ;
/ - - 1? I � I I disturbing activity, and one week prior to the final inspection, �,� /�� -
�
- IT _�,_ ill' � 4 ES -8: During dewatcring operations, water will be pumped into an approved I I C6 M6_ 7-,F,g y
,�, ,I , --if \ � I
. )`� /1� ES -3: All erosion and sediment control measures are to be placed prior to or as filtering device. I .
_� "I / / Q - 6 C�, j 11 I
- ��
,
L
/ . (') '17 ,I C) C) "", J, -f / the first step in clearin& I ES -9: The contractor shall inspect all erosion control measures periodically and I
.
- , -
/ k � If / -, 1 1- I
'zc # f, Co /�j ct ,f : after each runoff -producing rainfall event. Any necessary repairs or
�� � I'VI I, ES -4: A copy of the approved erosion and sediment control plan shall be I
,, -'I / ,c) 1,
, __j /, _e , 1,
, � Q , cleanup to maintain the effectiveness of the erosion control devices shall I
_�t , , N-- �, . j - maintained on the site at all times.
/a I Q 'i j �/ (�) , , -^\
. I I
I
r 0 '0_ ____ .
f / ,:D \ ___ - - : be made immediately. .
,, � - , _��y / " -, . I
1� j -:) Q) . /I I 11" 0 11
y b-l"I", ,i Q� -It . "I It �3` % ES -5: Prior to commencing land disturbing activities in areas other than EXISTING VEGETATION: -1 I I � 1� I I ,,,,, �
.
- 0 V. � I ;,i�l I
- " /' Q) 1� 1i j fi, � '�� '� It 11 I �
Q- 4]j T- -;�- I,� il I, % I I I �1541�l,�, I -
cIr - indicated on these plans (i -site I � . I " 11.
/ ? ,/, -1 I - 0 � I including, but not limited to, off borrow or TREE COVERAGE: MATURE HARDWOODS � 1�i ��111, i i
1-1_: i- (___�) 11 S I 11 � waste areas), the contractor shall submit a supplementary erosion control " OPEN AREAS: COVERED IN GRASS PLARTED AS f 11 I I 11 � It i� .:� !'d
, � , � I 1 I ; I
- " Qj , CS` 11 '�-_ EXISTING TREE LINE I I \ 11 I I I li�l !�'�'i!Iilllilillli!i! ` , V
/ �0' / ,, -, / I -',z I A RESULT OF THE CONSTRUCTION OF BERKMAR j I I 4 I i �1 ...
�
- n
Ilan t69 the ownerfor review
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STORM PIPE SECTIONS AND STRUCTURES
B3 to B2, B2 to B1, B6 to B1
ARE TO BE INSTALLED AS A FIRST STEP
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DAY A STONE WEIR IS TO BE PLACED IN
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