HomeMy WebLinkAboutWPO200400095 Plan - E&S 2006-03-27FINAL SITE DEVELOPMENT PLANS FOR
RIVERS EDGE COMMERCIAL OFFICE
A PORTION OF
TM 78 PARCEL 58G
DB 1901 PAGE 126
RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
SITE DATA
LEGAL REFERENCE:
TM 78 PARCEL 58G
SOURCE OF TITLE FOR PARCEL 58G:
DB 1901 PAGE 126
OWNER:
FREE BRIDGE LAND TRUST
P.O. BOX 8147
CHARLOTTESVILLE, VA 22906
DEVELOPER:
CW HURT CONTRACTORS
P.O. BOX 8147
CHARLOTTESVILLE, VA 22906
ATTN.: KATURAH ROELL
ZONING: C1 - COMMERCIAL
EC - ENTRANCE CORRIDOR OVERLAY DISTRICT
MAGISTERIAL DISTRICT: RIVANNA
SOURCE OF BOUNDARY SURVEY:
PLAT BY ROGER W. RAY & ASSOCIATES, INC.
SUBDIVISION PLAT DATED JULY 20, 2000 HAS NOT BEEN RECORDED TO DAL.
SOURCE OF TOPOGRAPHY:
AERIAL SURVEY PERFORMED BY JAMES H BELL, JR. P.C. ON JANUARY 29, 199b,
BENCHMARK: 'X' IN CONCRETE BASE FOR STEEL FRAME ELECTRIC TOWER. ELEV = 361.28
SETBACKS: BUILDING -30' FROM PUBLIC R/W
PARKING - 10' FROM PUBLIC R/W
MAXIMUM BUILDING HEIGHT: 45'
PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21B AGGREGATE BASE MATERIAL
2" - SM 9.5A SURFACE MATERIAL
SIDEWALKS: 4" - 3000 PSI CONCRETE
DUMPSTER PAD: 6" - 3000 PSI CONCRETE
CURRENT USE: RESIDENTIAL
PROPOSED USE: OFFICE AND INDOOR STORAGE SPACE.
PARKING SCHEDULE:
REQUIRED: ONE SPACE PER 200 SF OF NET OFFICE SPACE
10,000 SF X .8 / 200 = 40 SPACES
ONE SPACE PER VEHICLE USED FOR INDOOR STORAGE
MAXIMUM NUMBER OF VEHICLES: 4 (4 SPACES REQUIRED)
PROVIDED: 44 TOTAL (INCLUDING 2 HANDICAP SPACES)
LOADING SPACES:
REQUIRED: ONE SPACE PER 8,000 SF OFFICE
10,000 / 8,000 = 1.25 SPACES
ONE SPACE PER 10,000 SF OF INDOOR STORAGE
10,000 / 5,000 = .5 SPACES
REQUIRED: 1.75 SPACES
PROVIDED: 2 SPACES
LAND USE
SCHEDULE:
PRE -DEVELOPMENT
%
POST -DEVELOPMENT
BUILDING:
2,470
SF
4.0
5,000
SF 8.1
PAVED:
5,100
SF
8.2
24,200
SF 39.2
OPEN:
54,233
SF
87.8
32,603
SF 52.7
TOTAL:
61,803
SF
100
61,803
SF 100
I
1. 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_
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTIL-Es.
3. THE APPROXIMATE LIMITS OF THE 100 YEAR FLOOD PLAIN ARE SHOWN ON THE SITE PLAN.
4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBUC ROADS AND PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE.
6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3.D00 CR MCRE NITIAL LLUENS SHALL BE
A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY MTH ILIL "'OFF �-P^CS. 'I'E ;xS-NG L.GHTING
FOR LOT B WILL REMAIN. A LIGHTING PLAN FOR LCT A ILL HE x,BMITTED MTH HE I NAL SITEPLAN
7. TRASH REMOVAL ONE DUMPSTER WILL BE PROVICED AT LOCATON SHC Mt ON PLAN.
8. EXISTING LANDSCAPING CONSISTS OF GRASSED AND DECIDUOUS MCCUED AREAS.
SITE SPECIFIC NOTES
1. MITIGATION FOR ENCROACHMENT INTO THE 100' STREAM SETBACK SHALL CONSIST OF BUFFER
ENHANCEMENT NEAR STREAM ALONG THE NORTH PROPERTY LINE. REFER TO SHEET S3 FOR
LOCATION OF MITIGA'CN AREA,
TOTAL AREA OF ENCROACHMENT = 6,400 SF.
TOTAL AREA OF MITIGATION - 6,40002 - 12.800 SF
4�TOTAL OF 33 TREES SHALL BE PLANTED IN THE MITIGATION AREA. TREES 91N.L HAVE A I INCH
PER.
SPECIES QUANTITY
RrfR BIRCH 11
SYCAMORE, 11
Y&LOW OAK 11 '
140
�� do
SITE
s
A
401
VICINITY MAP 1-6A
GENERAL WATER &SEWER CONDITIONS
1. WCgK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE
WORK
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. AL. MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998.
4. DA",M FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY.
5. THi CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALi '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 LATERALS AND WATER LINES,
ETC,
7. AL. 'WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PIt 4 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
(V.O.0 ). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. &1 WAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED.
3. EW ON AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN '.ND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL 'LOPES 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
ACHE D.
5. ?;,FD, RIP -RAP OR STABILIZATION MAT UNED 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 STABILIZE
A DR} WAGE CHANNEL
6. IL 'RAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. IN LSS OTHERWISE NOTED ALL CONCRETE PIPE SHAD. BE REINFORCED CONCRETE PIPE - CLASS III.
& At EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
I
i
(DRAWING INDEX
S1 (` 5 COVER SHEET
S2 J 5 SITE PLAN
S3 5 LANDSCAPE AND UTILITY PLAN
S4 f 5 PROFILES/DETAILS
S5 5 LIGHTING PLAN
LEGEND
'9
Benchmark
500
Existing Elevation/Contour
--C/E--
Overhead Electric
x [500]
Proposed Spot Elevation
,r
Power Pole
500
Proposed Contour
.�
Prop. Light Pole
?
Slopes Greater Than 25%
,)H
Manhole
•PD
Backflow Prevention
Device
:/0
Sanitary Cleanout
APPROVALS
PLANNING APARTMENT
ZONING DEPARTMENT
INSPECTIONJ
DEPARTMENT/FIRE OFFICIAL
VIM- ffAN a
SERVICE AU
HORITY APPROVED
AID@RIAII®C�unty Enpin®erinp 8 Public Works
t ife Zo3
ENGINEERING DEPARTMENT ' �w
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
BOA
HD OF ARCHITECTURAL REVIEW
FIRE OFFICIAL
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TIMOTHY R. MILLER
CERTIFICATE No.
30542
�_"_SS/ONAL
LNG
Revisions:
NO. I DESCRIPTION FDA
N
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Sheet No:
Slof5
RIVANNA RIVER
<
_.J STATE ROUTE 1421 FREE BRIDGE LANES, 175� 'Oel
'Existing 30" -RCP ---- 30 prescriptive Easement
'26" g.1274, Delta= 07*07'
N, BIE 12669 12
. ........ Delta= 0315'060 R=998.30 L= 158.40 30 0 30 60 90
L=56.65
12'_ X_ 12'-JConcrete Pad SCALE: 1 30'
. .. . ...... AF
11 — _2 �!!� �*,�",�,.�n - - —77
777
TV
K%
_D
7" st
irc
6
P;
9. Prop.
4 -B4
0 'Fro? Exist.
ocust 1z" n 6
Trep
n, Building Setback 01
�C S HB
r 7— 1
.2
/112' X 25' Douh
.5'R L X
Loading Space
28"Birch
Tripi
r�7
tier) C%4 ITY1570"Warl, N 350-fit'-
16' 10" �A
a er 100' Stre ro
St Seed 18
of
eYo rao -zL, - Buffer Co �)Plqces 0
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nn 6
16
Cgz
�7 — — —
L)
3 Tqw
24'
9 Tree
Story Building
0.
CID t rmwbter Conveyance I Vpper Floors: 10,000 SF Office 20 '\I 4'
11t 6. un Prop, 8. 1 �4 I X -
;j VVI Channil ur) T N\e.
40J (5,000 SF/Floor) \MH-85 Birch
Tap. I - 5,000 SF Indoor Storage F2, T Exist
CO to x Lower Floor. LA
7 IN,
CP
N . F�i �� 1 1 4 40' FFE=357.2 Y Building
n,ro I I - 3 ssoo., 0
IT rgy sipat �
4-
a4 INZI
4f9 ACRE PORTION IF
^2
'
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_ TM 78-5"r �i C(-12 -12 9 I I
USE: RESIDENTIAL, U&a) R Yb;�0. \ A
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13 ,Max. Heig=5'ld
l�
I
LA 6Spa esLPorS 16' z 8 <X Pop o.. aj. G-
H
TM 78�jh
N 44:415'00-L 7- 349.$P-� ROAD PL N� Ret.A FREEBRIDCE TRUST
1W �I . U) -Al`
D.B. 1901-126, J,2 PLAT q Mo . Height
tek
CIO,
\V USE: RESIDENTIAL
UL
ZDNED:
z1proposed Subdivision Line I I Existing
0 1 Electric 0/ Steel Frame
10
o .0 k\ ronSformer Tronsmiss
To4er
00 1:19 9:�
Ica
Pin
..........
N
co 1�4 Cb c� CD
3�
C� 11
BENCHMARK:
PXft In concrete base
c" \cf
Elev--361.28 (LISGS)
11 XO
I %TM 8-58C TM 78-58
1 3 HART.-ZAN F"ILY
FREE BRIDGE LANd TRUST CORPORA TION
i'-
C6
D.B. 1901 -46, 1,72 PLAT
01, DB 70-33
RESIDUE: 4.376 Acres
00'• 0 D.B. 412-345 AT
USE. VACANT I
USE: VACANT
ZONED: C-1 "I \1 IN, c:A
a, 4 .I ZONED: R-1
Cr
A
\XK 78-4A k
MCDOXWS CORP. 31 EZ
'D.B. I`309-3h,378 Plat
N
USE: COMMERIRL P
ZONED: C- I
NNP\' I I \ \ \ \ \ 1 \ \ \ '.`
A. 411 U.,
IN N,
IN N, IN N,
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T_ j�
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PP 47' 1' 5"IN 5
7
E,jsk. Entrance P
Exist. Edge of Pavement iron
STONY4�612-6 --ound >%
V 700 To Route 250
— STATEIROU
—
Sigh Distance = lou 'Sight Nstonce = 550' 971
W '50
-0 V(Onq�bffl(Jth R W pave
------ T e nent
VC\ MEW
8L C.W
PCs 'Tr �_ 'L . .. ...... ... Xis*)9 P
Concrete Prop Existing Route 20\ A oph
Sid 14' Moe Width varies
CC-2 WIT" VARI CG-2 Of 0
OG-6 1 1/2- xisfMg ee Note 1 2' -9.5A See Note I
:-�95A Match E
1/4": 1 J.;j
I [ FrM.
5' BU-25 rose slop- Ito p4
Existing Pavement
J
U, 2", INti
6
r;
6'- 210 BASE MATERIAL V- VOOT 21A BASE MATERIAL
NOTES-\ 11*N OD
U0-4 1. Provid e � qG- 6 from Route 20 6
to first !
Intersection. Refer to
Plan.
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to CO
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TIMOTHY R.
MILLER
CERWICATE No.
30542
0�1
A,
ss/A.
Revisions:
NO.
I DESCRIPTION
I DATE
1
IARB Comments]
12.03.01
2
in Comment
si 12.12.01
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172"
ce.
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Sheet No:
S2 of 5
8" GV
and Vault
360
Connect To 11. 5" Bend
Exist. 8" DI ST 0+73
Waterline
355
350
-0+50 0+00 0+50 1+00 1+50
WATERMAIN PROFILE "A"
4 of 5 SCALE: (HORZ) 1" = 30, (VERY)
1 1 1 11 1 1 11 1 11 -�
2 WATERMAIN PROFILE "B"
4 of 5 SCALE: (NORZ) 1" = 30' (VERT) 1" = 5'
.1
1 1 1 11 1 1 11 1
3 WATERMAIN PROFILE "C"
4 of 5 SCALE: (HORZ) 1" = 30 (VERT) I = 5'
8' San
Sewer
STR-8 01-3B C=6'
STA 0+23
360
360
To=360.00
Inv Out = 352.E
355
/
355
STR-7 ES
/ _
STA = 0+00
N
-.Inv = 351-0 ...
_
2r - 18 CPp 0 4,76%
350
350
8' Watermoin
13451
345
0+00
0+50
8
STORM
SEWER
PROFILE
4 of 5
SCALE:
(HORZ) Y
= 10' (VERT) 1--= 5'
.w_........... _...
-
_
360
__.
p .._.. _. ...._.............. _
_.
.
350
_
__. _ ._ _
__.__,___ .._.
_....................
_
...
17 100-YEAR FLOOD.
tEVAT10N
_
_
_
340
....
MH-B1
(Doghouse) _
Mu-83
_
.l
330
STA =
0+00
=
Top =
322.70
_
.
Inv In
= 312,20 -
Inv In
= 316.20
-
/ ' __.....
Inv Out=
312.00 -MH-B2
LTA A+
Inv Out
= 316.00
_
Top = 319.50
Inv In = 313.50
_
m
...... -
320
Inv Out=-313,30
MH- 4
-- _
:S
35 ®3.48X
STA = 2+60
.. _..__....
141 8
p To:= 326.50:: _.
B6' 8" SDR35 ®
---
Existing-
in 321.10 - : _.
-- --
_......
21' - -8" SDR35 -
_
_ _
Concrete --
. _
-
310
_
oxCulvert._
_
__•
lnstall manhole on -
_ ,...g w ..,....
eii0PVC
...... ___..
__
..__ - ____.
_.......
300
:
0+50
_.
2+50 3+00 3+50
1+00
1+50
2+00
O+DO
NOTES:
1. MANHOLES 81, B2-, B3,
AND B4 SHALL HAVE WATERTIGHT COVERS.
4 SANITARY SEWER PROFILE
2. MINIMUM 3' OF COVER
OVER TOP OF PIPE.
SCALE: (HO 1' = 30' (VERY 1" =
10'
3. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS.
4 of 5
6" NON -PERT
PVC PIPE TO
13EPM R
3:1 SIDE
SLOPES
(MAX) -
INLET
PROTECTION/
ENERGY
DISSIPATER-,
NOTES:
1. MINIMUM 3' OF COVER OVER TOP OF PIPE.
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS.
TOP OF STONE
�- WEIR
STONE WEIR BERM
BERM Sod Cover
z
N
M Elem--326
a
T ! 4"-6" PERFORATED \
II PVC PIPE
ORIGINAL SILT
TRAP SIDESLOPE
PROVIDE PIPES
ACROSS ENTIRE WIDTH
AT 20 FT O.C.
f STORM
WATER CHANNEL
mr\
CLEAN -Of
1 (TYP) J
I
NOTES
1. The bio-retention sin is not to be constructed until
the site is oaequately tabilized, according to the Water
Resoureces Personnel 34) 296-5861
2. The sand/soil/led nuich material must be inspected
by Water Resources. 7sonnel before installation of the
bio-retention basin, td14) 296-5861
6 B10 t1LTER CONVERSION DETAIL
4 of 5 NO' ,u SCALE
STONE TOP OF BERM
WEIR --
1+00
5 STORI
,4 of 5 SCALE:
SIDE SLOPE REGRADED
TO 3:1 (MAX)
Elev = 329.8
n." _ ■in
EARTHFILL
4"-6" NON PERFORATED
PVC PIPE ® 1% MIN, LOAM OR GRANULAR
SLOPE NOTE:
4" 6" PERFORATED PVC SEE LANDSCAPE PLAN FOR
PIPE • 1% MIN, SLOPE VEGETATIVE COVER OPTIONS.
-U+SU UtUU
1" = 30, (VERT) I- =
50% SAND/30% TOPSOIL/
20% LEAF MULCH
(SAND: 0.02"-0.04",
ASTM C33 FINE)
�-UNOERDRAIN GRAVEL
(AASHTO M43,
1/2"-l-) WRAPPED
IN FILTER FABRIC
REMOVE SILT AND
SEDIMENT AFTER FINAL
STABILIZATION. REPLACE
WITH LOAM OR GRANULAR
EARTH FILL.
CLEAN -OUT
J1
3
S•TO WATER CONVEYANCE CNANN U
SCC
W
B
D
LINING
1
6'
2'
1.0
VDOT EC-3 Blanket/Matting
UtOV
FOR ALL BENDS
ttUU
1 EL
max L
2
PLUG 4,(,,
2
FOR TEE OR WYE
WIDEN TRENCH TO
p ACCOMMODATE
ANCHOR IF
REQUIRED.
M
BEDDING AS
REQUIRED
J
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T H p�R. MILLERCATE INo.542�EAL NG�(vsions:PTION DATEments 17171
t
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H
T
L
I H
T
90
2.50
2.50
3.01
0.24
4" & 6"
1 45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
22 1 /2
1.50
2.00
2.52
0.10
11 1 /4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8"
45
2.66
2,66
2.77
0.26
22 1 /2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12"
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1 /2
2.33
2.58
2.86
0.24
11 1 /4
1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
M M
C= C=
m
3
d
� U
2. USE 2500 P.S.I. CONCRETE. O o
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. �I
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
7 CONCRETE THRUST BLOCK DETAIL N
4 of 5 NOT TO SCALE
3
0
0
3
0
o
iu
�
c
M -87
__. _...__•..._.__ ._.
_.
STA = 8+65.20
Top =-353.50
360
�0
._..__......._.._._
Inv Out = 348.20
/ 0
P,
-
NEW 8"
350
Q
Q, o
�
U
E-+
r--
340
w
Lz
Q
O
(a)
W
U
--a
_-......._.____.._. .__
330
>
w
�
�
....._...
w
U
_
_
320
7
Cv
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