HomeMy WebLinkAboutSDP200900024 Plan - Approved 2010-01-26FINAL SITE DEVELOPMENT PLAN
VAN DINE PLAZA
TM 45 PARCELS 100, 101, 101B
DB 2130 PAGE 25
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA
SITE DATA
LEGAL REFERENCE:
TM 45 PARCELS 100, 101, & 1018
SOURCE OF TITLE:
TM 45 PARCELS 100, 101, 101B: DB 2130 PAGE 25
OWNER/DEVELOPER:
AUTO, LLC.
1389 RICHMOND RD.
CHARLOTTESVILLE, VA 22901
ZONING:
Of - COMMERCIAL
MAGISTERIAL DISTRICT: RIO
SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY COMPILED FROM PLAT OF RECORD.
SOURCE OF TOPOGRAPHY:
TOPOGRAPHY PROVIDED BY OWNER BY ROGER RAY AND ASSOCIATES DATED 1D/18/2003.
TOPOGRAPHY WAS FIELD VERIFIED BY DOMINION DEVELOPMENT RESOURCES IN DEC 2008.
BENCHMARK: TOP OF DROP INLET ON RIO ROAD. ELEV=528.42
BUILDING SETBACKS:
FRONT YARD: 30' ON WEST RIO ROAD
50' ALONG R-6 ZONING
SIDE YARD: NONE
REAR YARD: NONE
PARKING SETBACKS:
FRONT YARD: 10' ON WEST RIO ROAD
20' ALONG R-6 ZONING
SIDE YARD: NONE
REAR YARD: NONE
UNDISTURBED BUFFERS:
20' ALONG R-5 ZONING
MAXIMUM BUILDING HEIGHT: 35'
FLOOR AREA RATIO: 0.24 %
AREA OF IMPERVIOUS COVER: 42,326 SF
EXISTING TREE COVER: 32,150 SF
PROPOSED TREE COVER: 12,170 SF
PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL
2" - SM 9.5A SURFACE MATERIAL
SIDEWALKS:
4" - #21A AGGREGATE BASE MATERIAL
4" - 3000 PSI CONCRETE
CURRENT USE: VACANT
PROPOSED USE: RETAIL, 26,495 SF GROSS.
MAXIMUM NUMBER OF EMPLOYEES: 70
NUMBER OF STORIES: 2
PARKING SCHEDULE:
REQUIRED:
RETAIL: 80% OF GROSS BUILDING SF = (26,495 ' 0.80) = 21,196 SF
1 SPACE PER 100 SF FOR THE FIRST 5000 NET SF
1 SPACE PER 200 SF FOR THE REMAINING NET SF.
(Net SF -5000)/200) + (5000/100)=Required
(21,196-5000)/200) + (5000/100)=131 Spaces
REQUIRED PARKING: 131 SPACES
PROVIDED PARKING: 131 SPACES
INCLUDING FIVE (5) HANDICAP SPACES
LOADING SPACES:
RETAIL:
1 PER FIRST 8,000 SF OF RETAIL SPACE + 1 PER EACH ADDITIONAL 20,000 SF
REQUIRED: (26,495-8000)/20,000 + 1 = 0.92 + 1 = 1.92
PROVIDED: 2
GENERAL NOTES
1. AREAS OF CRITICAL SLOPES ARE SHOWN ON THE SITE.
2. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
3. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
4. TRIPS GENERATED USING ITE'S TRIP GENERATION MANUAL, 7TH EDITION, FOR LAND USE CODE 820
IS 1,332 TRIPS/DAY.
LAND USE SHEDULE
DRAWING INDEX
C1 of 10 COVER SHEET
C2 of 10 DEMO/EXISTING CONDITIONS PLAN
C3 of 10 SITE PLAN
C4 of 10 GRADING AND UTILITY PLAN
C5 of 10 UTILITY PROFILES
C6 of 10 LANDSCAPE PLAN
C7 of 10 LIGHTING PLAN
C8 of 10 DETAILS
D1 of 10 STORM DRAINAGE AREA MAP FOR INLETS
D2 of 10 PRE & POST DRAINAGE AREA MAP
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Fashion Square Mall
VICINITY MAP
SCALE: 1" = 1,000'
LEGEND
PRE -DEVELOPMENT
%
POST -DEVELOPMENT
-:T`(-
BUILDING:
530 SF
0.5
12,795 SF
11.7
PAVED:
1,591 SF
1.4
29,531 SIF
26.9
PERVIOUS:
107,650 SF
98.1
67,445 SF
fi1.4
TOTAL:
109 771 SF
100.0
109t771 SF
00.0
DRAWING INDEX
C1 of 10 COVER SHEET
C2 of 10 DEMO/EXISTING CONDITIONS PLAN
C3 of 10 SITE PLAN
C4 of 10 GRADING AND UTILITY PLAN
C5 of 10 UTILITY PROFILES
C6 of 10 LANDSCAPE PLAN
C7 of 10 LIGHTING PLAN
C8 of 10 DETAILS
D1 of 10 STORM DRAINAGE AREA MAP FOR INLETS
D2 of 10 PRE & POST DRAINAGE AREA MAP
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VICINITY MAP
SCALE: 1" = 1,000'
LEGEND
2'
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Fire Hydrant
-:T`(-
Existing Contour
Benchmark
-500-
Proposed Contour
--W/E-- Existing Waterline
wit-
Existing Sanitary
--C/E-- Overhead Electric
BUILDINP OFFICIAL
AT Power Pole
PRESTON 0. STALLINGS
New Concrete Sidewalk
Xx Exist Light Pole
-
Existing Concrete Sidewalk
.i Prop. Light Pale
'
Q Manhole.`
D.B. 710-182
Slopes 25% or Greater
�- Limits of Demolition
V_
Tree Protection Fencing
BPD Backflow Prevention Device
APPROVALS DATE
2'
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CURRENT DEV L P ENT PLANNE
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CURRE DEVELOPMENT ENGI
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ALBEMARLE COUNTY SERVICE AUTHORITY
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FIRE OFFICIAL
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ARCHITECTUAL REVIEW BOARD
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BUILDINP OFFICIAL
VIRGINIA DEPARTMENT OF TRANSPORTATION
PRESTON 0. STALLINGS
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TM 45-IOOC W.B. 81-232
HELEN 0. LANGFORD
D.B. 1292-123 PLAT
D.B. 297-542,544 PLAT
ZONED C-1
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ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANNY 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 (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OFF THE PERMIT SHALL GOVERN.
2. ALL MATERIAALS AND CONSTRUCTION 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 BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHEER CONSTRUCTION.
4. ALL SLOPES; AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMU'1M ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAIJNAGE 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 EXCAVAATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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507-571 PLAT
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D.B. 297-546
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1329-99,105 PLAT /
D.B. 1292-135 PLAT
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D.B. 297-544 PLAT
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TMP 45-948
CMA PROPERTIES, INC.
30' JOINT ACCESS ESMT.
D.B. 904-627, 631 PLAT
D.B. 1037-528
ZONED HC
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USE: AUTO DEALERSHIP
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D.B. 1012-455
D.B. 1870-119
D.B. 1886-91 PLAT
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D.B. 1005-225 PLAT
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D.B. 1005-225 PLAT
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USE: WAREHOUSE/STORAGE
USE: RETAIL
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SCALE: 1" - 40'
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANNY 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 (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OFF THE PERMIT SHALL GOVERN.
2. ALL MATERIAALS AND CONSTRUCTION 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 BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHEER CONSTRUCTION.
4. ALL SLOPES; AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMU'1M ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAIJNAGE 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 EXCAVAATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
NEAL NYWRICII
Lic. No. 22402
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Lic. No. 22402
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I I q a l <Y a LL: 8430 sq. f' n 1=4365 sq. ft
I I a o ' a.o' Total: 17,321 sq. `t I 'I 4' 8' fatal: 9174 sq. ft.
I II N'H 1 18' 24' 16' 16' I
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W I I N N i oa_W
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DB 1037-527
D8 1035-465 Plat 60
70
---------------------
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DRANAG N0:
-------- WITH SAF RAIL
BRICK FACED CMU NATURAL C3
RETAtNING
JRETAINING WALL —— MAX H GHT 8' lip
W/ SAFETY RAIL -- \ '
20' TEMPORARY GRADING EASEMENT -- —'
I I _— ....... ......MAX HEIGHT 4'
I I I 3' ACCESS WALKWAY
I I I I 20 0 20 40 60 SHEET N0.
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SCALE: 1" = 20'
DATE: March 19, 2009
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I I q a l <Y a LL: 8430 sq. f' n 1=4365 sq. ft
I I a o ' a.o' Total: 17,321 sq. `t I 'I 4' 8' fatal: 9174 sq. ft.
I II N'H 1 18' 24' 16' 16' I
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,a 507.75' 18' 24' 16' I E- Lv O
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(fl-fl=14.66')
W I I N N i oa_W
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59.3' 5 HVAC Units
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DB 1037-527
D8 1035-465 Plat 60
70
---------------------
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DRANAG N0:
-------- WITH SAF RAIL
BRICK FACED CMU NATURAL C3
RETAtNING
JRETAINING WALL —— MAX H GHT 8' lip
W/ SAFETY RAIL -- \ '
20' TEMPORARY GRADING EASEMENT -- —'
I I _— ....... ......MAX HEIGHT 4'
I I I 3' ACCESS WALKWAY
I I I I 20 0 20 40 60 SHEET N0.
I I 3 OF 10
SCALE: 1" = 20'
DATE: March 19, 2009
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DA (ACRES)
IMPERVIOUS
AREA
(ACRES)
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0.30
6 X 6
PNWIJmT F&TORA D UNIT
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FILTERRA DETAIL
DA (ACRES)
IMPERVIOUS
AREA
(ACRES)
DIMENSIONS
(FT)
PIPE
DIAMETER
(IN.)
TO OUTLET
STRUCTURE
F3
0.45
0.37
6 X 6
4
STR-3
F4
0.32
0.30
6 X 6
4
STR-4
F4A
0.20
0.19
6 X 6
4
STR-4A
F4B
0.14
0.13
6 X 6
4
STR-4A
F6
1 0.32
0.28
6 X 6
4
STR-6
F7
0.46
0.36
6 X 6
4
STR-7
GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN BR OF MAIIIMUM DRY DENSITY AND 2% OF OPRMUM MGDISTURE CONTENT. ALL FILL
MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESEDNT DURING CONSTRUCTCN OF
DAMS
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATTR MANAGEMENT FACILITIES.
I FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATERR MANAGEMENT FACIUTIES;
CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABIUZED, AND PERMISSION HAS BEEN OBTAINED) FROM THE COUNTY EROSION
CONTROL INSPECTOR.
DETENTION COMPLIANCE TABLE
PRE—DEV
PRE—DEV
POST—DEV
POST—DEW
POST—DEV
POST—DEV
POST—DEV
L
2—YEAR
10—YEAR
e;nn�
2—YEAR
10—YEAR
2—YEAR
10—YEAR
=PREEV
PEAK
PICK
DA
PEAK
PEAK
ROUTED
ROUTED
SWM
A
1.71
2.37
N
2.51
3.55
1.00
1 1.93
IJecoon.
I
Existing 12" F
To Remain
Existing 15"
Poplar To
Remain
General Utility N4otes:
1. Filterra top eBlevotions are given of center of structure/top face of curb.
2. Spot elevotionns are finished grode bottom face of curb unless noted otherwise.
NEAL N. WRIGHT
Lie. No. 22402
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0 0 o $
\ \ U U U
ui
b\ Existing Manhole
1 Top = 481.43 Z .-, co w
I Raise top 1' t LL
\ 2.43
O Imo'
I z E--
\ ! \ Outlet Protection
�\ See Detail 6/C5 a z
\ �\ E" N OA
rovide ground cover for z U
II slopes steeper than 3:1
/ ( arson's Juniper or equivalent)
V OTR R-4 / a Z F�
191E �/ W Z
/ A
E-
H Q
6
C) Iij
i
REDI—ROCK1/RETAINING WALL w z
A$p/ WITH SAFEAT RAIL 3
NATURAL COLOR a o
Manhole MAX HVHT 8-
1.68 PROJECT NO: 60710
DRAWING NO:
��►�� C4
SCALE: I" =
SET N0:
4 OF 10
DATE:: March 19, 2009
VI
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C_
L
e;nn�
0
C
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C
E
C
W
0
o
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NEAL N. WRIGHT
Lie. No. 22402
1-/'S i0
A`ow z V
`FIR , \ \ 1 \ \ \ O r:" W
ZZ
lI \\ \ \ \ \ i \ \ CFI U 0
\ \IxW�" d 3
\ \ \ MATCHLINE L1 z U) a�
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\ 188°
\ G c1 \ 00.\ \ ,�� to c0
\ N
0 MM
la o
U) U] U1In
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i 6 \
1, NUno zoo w w w
o �' OEZiI�
N N d a o 0 0 U
I w Ta
xxQ z a
0 0 o $
\ \ U U U
ui
b\ Existing Manhole
1 Top = 481.43 Z .-, co w
I Raise top 1' t LL
\ 2.43
O Imo'
I z E--
\ ! \ Outlet Protection
�\ See Detail 6/C5 a z
\ �\ E" N OA
rovide ground cover for z U
II slopes steeper than 3:1
/ ( arson's Juniper or equivalent)
V OTR R-4 / a Z F�
191E �/ W Z
/ A
E-
H Q
6
C) Iij
i
REDI—ROCK1/RETAINING WALL w z
A$p/ WITH SAFEAT RAIL 3
NATURAL COLOR a o
Manhole MAX HVHT 8-
1.68 PROJECT NO: 60710
DRAWING NO:
��►�� C4
SCALE: I" =
SET N0:
4 OF 10
DATE:: March 19, 2009
* TYPED' TOWER
PLEASE REFER DETAIL 106.12 IN VDOT ROAD
AND BRIDGE STANDARDS VOL.1
24"0 HDPE -
Riser
Rectangular Orifice—
Elev--484.90
Height=4.0" Width=4.0"
Inv Out
Elev=481.00
24"0 RCP TYPE III
CULVERT
NP Trash Rack'
—ST -1 Stair ("
7 YR FIFV-48483
i
i
i
MP Trash Rack*
FRAME & COVER
*Structural HDPE Trash
Rack Manufactured by
Plastic Solutions, Inc.
(540)-722-4694
(or approved equal)
DOT Standard Rat Top
72"0 CMP
Inv In
EIev=481.00
--Rectangular Orifice �-72"0 CMP
Height = 4.0" Width = 4.0" Inv. EIev=481.00
EIev=481.0
520
71`-
-
520
__.... ........
Upstream
Apron Width
�_ ox
Stone
Depth
515
Structure
1 �'$an ...515
(ft)
o
505
Size
Culvert
o �.on
-
:
:.
11
..
r, r.
5
+-2" Proposed. Grade
E
500 76' iWU
Exisfing Dade -
495
0+00 0+50 1+00
F STORM SEWER PROFILE STR-4->4A
Cc) 1"=30' Horz, 1°=10' Vert
SOS
_.
_
Discharge (cfs)
__.... ........
Upstream
Apron Width
v
Stone
Depth
Riprop Stone
Structure
(in)
(ft)
Width (ft)
505
Size
Culvert
530
-
:
:.
11
..
Class Al
5
E
:.
o _. o
::
a
0
_
530
4.
am
�.'
IN
.New Sewer Lateral
2-90 Elbow
roPosed RrQFIQ
iro
C�
^off
Gti
+
"
��
New 8' Fre
H rat
........ ..
wt.o.FnlRIEl
-
500
o » >
O
a4ot..
@
500
S2S
12
Ex sCnq GradeMtN
_.
:
...... ..
u�
525
..
..
..
o
495
r .-
:
.:495
or, It
_:
". 15
Q
490
n3 ' ::
.
....::
:::
3
o !6di=
520
520
N
::.:. ..:
f
:
: '.: -.
::
485
u
_...
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`46H - -
......
485
New 5' Sewer Lateral
480
_... ....._ __
515
::.
:.
480
e:Fil
o_W
z
:
:::
::
::
515
NOW
I Ill 1111111111111111111111111111111
... ..... , _.. _. .
_.....
....... _.
.... __
....
....... j ..... _
._..
...
475
_...... , ..._. ,_.__.
............
... _..
...._
-.. .......... ......_
__._
........
475
:Cade ed
470
m
<E
_
:.:
.:::
:::.
.......470
0+00 0+50 1+00
1+50 2+00 2+50
3+00
3+50 4+00
510
NOTE:
Pipe length does not include end sections.
: ovm
-oq
....
+`Sn
mow,.„
::::
510
o-
�....
SOS
_.
_
Discharge (cfs)
__.... ........
Upstream
Apron Width
v
Stone
Depth
Riprop Stone
Structure
(in)
(ft)
Width (ft)
505
Size
Culvert
24
1.93
10
6
11
12
Class Al
5
E
C
W
0
to ++a+ -m. v
�GwvCll
4.
am
�.'
IN
.New Sewer Lateral
2-90 Elbow
roPosed RrQFIQ
iro
C�
11
Gti
+
"
��
New 8' Fre
H rat
........ ..
wt.o.FnlRIEl
-
500
o » >
O
a4ot..
@
500
12
Ex sCnq GradeMtN
_.
:
...... ..
_.
..
..
..
495
r .-
:
.:495
_:
". 15
-
490
n3 ' ::
.
....::
:::
490
N
::.:. ..:
f
:
: '.: -.
::
485
13
`46H - -
485
New 5' Sewer Lateral
480
_... ....._ __
_.
_...
....
480
NOW
I Ill 1111111111111111111111111111111
... ..... , _.. _. .
_.....
....... _.
.... __
....
....... j ..... _
._..
...
475
_...... , ..._. ,_.__.
............
... _..
...._
-.. .......... ......_
__._
........
475
470
::
:: .:::: :..:.-:.
.:::
:::.
.......470
0+00 0+50 1+00
1+50 2+00 2+50
3+00
3+50 4+00
4+50
NOTE:
Pipe length does not include end sections.
STORM SEWER PROFILE STR 1->6
C'S
-i —=30 Harz, 1"=10' Vert
®
_.
t�.MIEN
Discharge (cfs)
__.... ........
Upstream
Apron Width
Downstream Apron
Stone
Depth
Riprop Stone
Structure
(in)
Length (ft)
(ft)
Width (ft)
(in)
Size
Culvert
24
1.93
10
6
11
12
Class Al
5
E
C
W
0
R 66 5 CMP -
2-90 Elbow
roPosed RrQFIQ
iro
C�
90 cMp nNo
Gti
56_4 1
fEx st ng Grade.
5 LF 6 0'0 CMP 06ten4o7
NOW
I Ill 1111111111111111111111111111111
4 WATER LINE PROFILE
\,-,U5-_.-
1°=30' Horz, l"=10' Vert
510
505
500
....._..tiow:_._
_.
Pipe
Diameter
Discharge (cfs)
__.... ........
Upstream
Apron Width
Downstream Apron
Stone
Depth
Riprop Stone
Structure
(in)
Length (ft)
(ft)
Width (ft)
(in)
Size
Culvert
24
1.93
10
6
11
12
Class Al
5
E
C
W
0
R 66 5 CMP -
2-90 Elbow
roPosed RrQFIQ
iro
C�
90 cMp nNo
Gti
56_4 1
fEx st ng Grade.
5 LF 6 0'0 CMP 06ten4o7
+75.0'+49.5.'1 See Plan 1,60.w
Outlet Protection Table
Outlet
Pipe
Diameter
Discharge (cfs)
Aron
P
Upstream
Apron Width
Downstream Apron
Stone
Depth
Riprop Stone
Structure
(in)
Length (ft)
(ft)
Width (ft)
(in)
Size
Culvert
24
1.93
10
6
11
12
Class Al
Rip -Rap
n
W=11'
PIPE OUTLET TO
FLAT AREA WITH
NO DEFINED CHANNEL
PIAN VIEM
0
o c
U� mO
m II E
� O in II
-'
d61, `o Do Not Disturb
50 Stream Chorinel
0%
d= 12" ..I.I� lu,
SECTION A -A
FILTER CLOTH KEY IN 6 7Exist. Stream
RECOMMENDED FOR Channel
ENTIRE PERIMETER Elev.=-478.50
OUTLET PROTECTION DETAIL
NOT TO SCALE
EAL N. WRIGHT
Lic. No. 22402
V)
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d
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W 3
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PROJECT N0: 60710
DRAWING N0:
C5
SHEET NO
5 OF 10
DATE: March 19, 2009
c>mg-
•�
G'
�mE
0
"E
5
E
C
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0
EAL N. WRIGHT
Lic. No. 22402
V)
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d
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a z �
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W O r y
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Gz.l Q
W C) J
H
f �
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W 3
O
a o
PROJECT N0: 60710
DRAWING N0:
C5
SHEET NO
5 OF 10
DATE: March 19, 2009
WALL MOUNTED FIXTURE
Udall upidownttgtrt luminaires
1511 to 40D Watt GWi) Metal Halide
of Ewcet-ie cou og.
BEGA Product A:
ELECTRICAL
F rowel,
Karam: arta plaCb de cFRI auranurn aLL%dlal WithuilP8laai
Volta
mouenrg bwug Nryrea aaaarmenttcBEGA628 WilingaM.
s
A Mund-PNe"' plate SHMS toe no3nng ro ce inscaaly la+'&ea
Color
(a rota") slur ml
Options;
Enclosure: Tdmpaed idea glass, 3W 1WAravoDad W mP dace dna
Modified:
cam aluminum also Beale trans m bollpm. lWsh On tap Wilred by
• pulse Start compaiaue. See chart in dee Energy Saab
atanlaae:nasl rewr threaded Ift e18r11688 51991 Inseds. Int9Wal bull
3
duel svr l-9Ldcuuu mucal eye0 M wry r}vakaed Mr wlana t♦arn
SINGLE
Op9rdlm ring ffVdad, Shc(:Lma nnbber'ULh&ftoA-.
OPTICS
afforIcat LenldrGders, mookim seas pacedln,X101 Mde9l Pied
• One-piece hydralarmed ancdaed aluminum rdlwur,
=pV emew anal alppled Wun 2i C high tMDVMM 183M.
BACK -BACK
Avaltabs In l2CN only.
rva r
Rnuts: Trial im rias we wailsd* 11146 "dam BEGA sous:
TOP AND END
Black MILK): Mae i;WHT)1 81`0120 (ORT): Soba PLVI: EUMOSt" {URO).
• 40M MA Typos 2 and 4 grlles require reduced cuter
To apathy add 93prcmida salmi to Catalog nanba'. Ra camPaes
9
dwrollon of BES A AnInIng Process, lelor to t enflic a Inronnom
b,7 b�5
Swim at and m ra rioa. cu torn Mora supoped an 3ma me sr.
jacketed lamps.
U.L. I>dal1. BWleble to xai Y:cWana. Redecfkn ole: IR as.
.2
1 wall monad lumnaraawal my
36 Carol angn hattnntal lard
6 pt 9xlreaxrr�ltixnn Ngntlrg.
as rest aumratn an. calcar
' andalepoeae.
Nr anadSed suNnum doubt
A C r9aada atlndkarirmda46
glass. U.L. Rated aulletka (Or We
pS$M. fpBs.
�• •• calor: pfd BEOA Wastes
�l
SiteMaster Roadway Series
Horizontal Lamp CLtW f Lluminalre
APPLICATIONS
• Building Perimeters, Parks, Recreation Areas, Parking Areas
Roadxays. Outdoor Sales Alreas. Spat Court. Outdoor `, r
i
E
kws iul7 a aa;�sal�iti'i. i r :
CONSTRUCTION
• precision die -cost alumtllrn hausilg. +
• one-piece iul p gaskets] dwcaut alumnvn lens frame.
• ConanCEien and gaAedng pnlfubt dust, moisture, and Gig
slily.
• Tmiess snap into housing,4amp chamber Vie doorAas '
Crane latch.
• Coniusim resistant Durapka II Bronze polyester powder
coated finish,
. arrtiolnal desgrcr fidshaS a.'alablo. Sm inside back aa:er
1511 to 40D Watt GWi) Metal Halide
of Ewcet-ie cou og.
100 to 400 Wan (LIQ Higlr PnesSin Scdum
ELECTRICAL
I LLF
• Porcelain spring-loadad 4XV pulse rated sockat-mogul
0
base.
s
• HPFCWAbalaa.
• Electrical components mounted M hinged ballast.tmy.
rya. 4 asitia
al:raa
• Starting tanoperaure: L:XHPS)-40' Ft -4U C.
0.02
MAIMHl-27Nf 39C.
SINGLE
r.s
• pulse Start compaiaue. See chart in dee Energy Saab
SMR404MA
3
Pmduas seoucn.
SINGLE
33400
OPTICS
SMR404MA-SMRGS
• One-piece hydralarmed ancdaed aluminum rdlwur,
10 CUBIC YARD
BACK -BACK
• Type 4 rdlw= incorporates segmented inserts
rva r
2SMR403MA
TOP AND END
10
• 40M MA Typos 2 and 4 grlles require reduced cuter
tno
9
LOADING
b,7 b�5
jacketed lamps.
:•
ams
.2
O
py�a�,r,
W 199,
MOUNTING
(6-LX6'W
ZW
u• say
• Factory installed de cent aluminum arm.
armN
04.4 .1
b.8
INA. Y / 19m
sXn t• Pia.
y 11Jvu5
a side scos
• Arm contains Mrtegril wirhg+splae chamber Nw
0
Vii:
. Key slot dasgl provides one person installation and kwdng.
°
• Hends4rae wiring.
a
WARRANTYJL ISTINGS
aras'a�Prw
&nrmeoe>.rn+ao
• UL 1598 Isted kr rwetlocerims.
MIA
• Published fw yea lined warranty.£R."1S
OpTwmb AaCEssaIH£S-SEE EWOF THIS 9ECWN.
PHDToNWrICS-SEE REVERSE: SIDE..
AL)
ORDERING GUIDE EXAMPLE: SMR164MA-1
eNa 1s-ts¢laTwx 4 1,IN ars apmna9CCY
17-"3' ¢eTr£Qa1 1 s000ld'K. Lm. a"391
254SMIE67wm a }ata
az
Mar,
;o
c.•Ln
1o�1aalEEO=-351 4 LX FtaYT
16"%PECa Tn4 3 POW bal "Road K staled
N"2agEo4Mr3M - M"g9 saw sake,
aa"/aPIEW aP
+N4apwp,fYil r,pa Np. X o* J rte
6" DIAMETER PIPE BOLLARD, TYP
CONTAINER ENCLOSURE SHALL
MATCH STANDARD CHAIN LINK
USED FOR BUILDING SECURITY FENCE
3/4" DIAMETER BY 1 1/2" DEEP
RECESSES FOR GATE CANE BOLTS.
PROVIDE TWO EACH AT GATE IN
CLOSED POSITION, FIELD VERIFY
EXACT LOCATIONS
Luminaire Schedule
o'
(CONCRETE PAD WIDTH)
9'_0"
(INSIDE ENCLOSURE LENGTH)
Qty Lobel
Arrangement
Lumens
I LLF
Description
0
3 ASINGLE
s
33400
p D
SMR403MA
0.02
0
SINGLE
33400
°
SMR404MA
3
2 BS
SINGLE
33400
1.000
SMR404MA-SMRGS
�
10 CUBIC YARD
BACK -BACK
33400
1 1.000
2SMR403MA
TOP AND END
10
tno
9
LOADING
b,7 b�5
.2
O
92.4 4.
coJi�CONTAINER
.9
(6-LX6'W
ZW
° X 7'-8" H)
92.3
b.8 b.4
04.4 .1
b.8
0
Vii:
Z
p D
°
a
D°
6" DIAMETER PIPE BOLLARD, TYP
CONTAINER ENCLOSURE SHALL
MATCH STANDARD CHAIN LINK
USED FOR BUILDING SECURITY FENCE
3/4" DIAMETER BY 1 1/2" DEEP
RECESSES FOR GATE CANE BOLTS.
PROVIDE TWO EACH AT GATE IN
CLOSED POSITION, FIELD VERIFY
EXACT LOCATIONS
Luminaire Schedule
Symbol
Qty Lobel
Arrangement
Lumens
I LLF
Description
-E�j
3 ASINGLE
15.9 0.0 N.A.
33400
1.000
SMR403MA
0.02
i B
SINGLE
33400
1.000
SMR404MA
2 BS
SINGLE
33400
1.000
SMR404MA-SMRGS
�
2 A2
BACK -BACK
33400
1 1.000
2SMR403MA
ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE
Numeric Summary
Label
CalcType Units
Avg
Max Min Avg Min
Max/Min
Paved Area FC at Grade
Illuminance Fc
2.64
15.9 0.0 N.A.
N.A.
FC Beyond Property Line
I Illuminance Fc
0.02
1 0.4 1 0.0 N.A.
I N.A.
ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT FINISHED GRADE.
FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE USE ONLY.
VALUES DO NOT INCLUDE SUPPLEMENTAL LIGHT FROM ADJACENT STREETS OR PROPERTIES.
ALL SMR SERIES LAMPS ARE FULL HORIZONTAL CUTOFF.
CONCRETE PAD SHALL BE 4000 PSI (CONCRETE ALL POLES & FIXTURES ARE TO BE DARK BRONZE IN COLOR.
90' I
WITHHICK ON 6" #5 REINFORCING GRAVEL
0 12"IAO.(C. E.W. I 1
SWING ° eD AND WWF 1010 MESH
° n NOTE:
°
All site plantings of trees and shrubs shall be allowed to
I> a reach, and be maintained at, mature height; the topping
of trees is prohibited. Shrubs and trees shall be pruned 0
DESIGN CONCRETE PAD 5 9 �. 'y e:. 9 .
minimally and only to support the overall health of the ?'
To WITHSTAND 10.000 #/ � .
SINGLE WHEEL LOADS plant.
PROVIDE TURN DOWN FACE ON TRUCK IMPACT
EDGE OF PAD. MIN. 24' BELOW GRADE AND 8" `
THICK 9 f9.
1 TYPICAL DUMPSTER PAD DETAIL
NOT TO SCALE
Ne -
9, 9'
9 .. i R. `11 A \ 9
ba b,l `b,l x0,1 0.1 0,2 0,2 0,1 b,l 0,1 x0,1 - _ _"'I_ .D,2-• - �t ' 411
9 ° 0, b.3 .2_ D 3 $4
b.3 B J
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b • :s
o �. .5 `(.2 1,0 .2 93.4 1.1 1£ `. - !,. ... „
b:8 I'D b. WALL MOUNTTED .7 1.5 92.2 .4 4.3
.. b FIXTURE (TYiP.) A
.2 .7 b.9 .1 93.3 g
99 9 .
30 0 30 60 90
NOTE: LIGHTING PLAN PROVIDED BY EXCELINE. SCALE: 1" = 30'
r
9'C.8
A
1.3
1.2
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93.7 1.5
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9.6
92.8
30 0 30 60 90
NOTE: LIGHTING PLAN PROVIDED BY EXCELINE. SCALE: 1" = 30'
r
9'C.8
A
1.3
1.2
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9
b.9
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NOTE: LIGHTING PLAN PROVIDED BY EXCELINE. SCALE: 1" = 30'
06.4
9'C.8
A
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1.2
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NOTE: LIGHTING PLAN PROVIDED BY EXCELINE. SCALE: 1" = 30'
<= se E
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DATE: March 19, 2009
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GENERAL WATER & SEWER `�(Mon
To
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VARIABLE WIDTH VARIABLE WIDTH C = "
-CLASS A-3 CONIC CONDITIONS
Slope Varies SLOPE: 1/4" : 1" (MAX)
_ 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY 0 LU
I[Irrt i / /' 'a SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE
e,t ,� U.e rK,, 4" FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START O
s - - ;< . ;::, , :. x OF THE WORK.
SM -9.5A
COMPACTE)ITS - MOOT 21A BASE MATERIAL VDOT 21A COMPACTED SUBGRADE 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON
SUBGRADE 95% COMPACTED THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE •', / a "�
95% COMPACTED CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES®mo
2 AS NECESSARY.
Teal Sidewalk Cross Section / •
1 T )cal Paving Section Detail CB NOT TO SCALE °
CB NOT TO SCALE 45'° 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE MOST
45' RECENT GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS
m max ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. tPyTH p
a PLUG 4. DATUM FOR ALL ELEVATIONS SHOWN IS USGS.
ry
° J
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY o
2 (1-800-552-7001). r' NEALN. GHT >
Lia No. 22402
PLACE 5' GALV. " WITNESS POST PAINTED / 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
BLUE TO INDICATE VALVE LOCATION AS \'\y 1 1 COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE Pow, /�/ 5-e w
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL o DIRECTED. MARKER LOCATION MAY BE SUBJECT PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND A 1
c TO HIGHWAY DEPARTMENT APPROVAL. WATER LINES. 8s/ONAL
FOR ALL BENDS FOR TEE OR WYE FITTINGS
WIDEN TRENCH TO 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE W o c 3
FINISHED GRADE OF ROADSIDE DITCHES. d cd z
ACCOMMODATE
ANCHOR IF 8. ALL NEW UTILITY EASEMENTS SHALL BE DEDICATED TO ACSA.
v
U6j
24 IN INITIAL BACKFILL REQUIRED.
g^ g" 4 9. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE w
MIN MIN. \ BEDDING Illi' M
O ca
In RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
o BEDDING AS 4 z Z F U
68 STONE REQUIRED vJ O W
ADJUSTABLE VALVE BOX W/ LID z �;4 W m
ROCK BINGHAM & TAYLOR FIG. NO. 49050..
* STABLE SOIL Z (SCREW TYPE) OR APPROVED EQUAL PLUG04
m
z S O r
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL 4S, W U
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND c MIN MIN Z a' q d
Z N IzD U
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF T T
#68 STONE.
U
° SECTION 1-1 SECTION 2-2 oU 6
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 3000 PSI CONIC BASE
M.J. GATE VALVE
a MI INITIAL BACKFILLY#68
UNSTABLE 8"8"MIN MIN STONE
68 STONE
WATER LINE
l" L IL Kb`K' ` STABLE SOIL OR ROCK' 4
'P b
I ---I
NOTE 2500 P.S.I.
LL BE ALLOWED WITHIN 24" OF THE WATER LINES. CONCRETE 8 n 2'x 2' BEARING AREA.
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
C1_ YD.
L
H
T
L
H
T
BEND
90
;50
2.50
3.01
0.24
4" & 6"
45
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
2.77
0.26
3.16
2.91
2.66
0.32
22 1/2
2.69
0.13
11 1/4
2.67
0.13
90
+4.833.83
10" & 12'
45
2.95
0:43
3 83
4.0022
1/2
11 1/4
2.84
0.18
m
w
BENCH SLOPED TO FLOW O Ln m
CHANNEL 1/4" 1' MIN z
w
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-- BRANCH y
12" v1 v1 rn
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i.NO ROCKS SHA a w z = z
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED THRUST BLOCK a
ABOVE THE INITIAL BACKFILL. ° '1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE :CHANGES DIRECTION, CHANGES NOTE: Ga :_3 C C m
SIZE, DEAD ENDS AND AT VALVES. FLEXIBLE CONNECTION O O O o0
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. n ° 2. USE 2500 P.S.I. CONCRETE. WITH STAINLESS STEEL ALL CONNECTIONS TO U U U
e a BAND EXISTING MANHOLES SHALL *�
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED :3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. BE CORED AND A FLEXIBLE
9 ° �4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF CONNECTION BOOT
IN THE TRENCH. ALL THRUST BLOCKS. INSTALLED z
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
DUCTILE IRON WATER PIPE TYPICAL MANHOLE PLAN SHOWING
3 INSTALLATION & BEDDING 9 TYPICAL GATE VALVE Ca NOOTNTO SCALE UST BLOCK DETAIL 8 BRANCH TIE-IN
--- NOT C SCALE
C' 8 NOT TO SCALE c 8 NOT TO SCALE Z
F-4
COVER LIFT NOTCH
(4) 1" (25mm) DIA HOLES p P4
14 1/2" ON 32 3/4" (834mm) DIA
NOTE: HYDRANT MUST BE .._ R 2" 51mm LETTERS z
12 3/8" BOLT CIRCLE. ( )
EQUIPPED WITH CHARLOTTES--- (RECESSED FLUSH) Z
KENNEDY GUARDIAN (K -81A) VILLE THREADS WHICH IS r/2- 0
O MUELLER CENTURION (A-423) THE LOCAL STANDARD. 0
Q OR APPROVED EQUAL 1/B'
C14 z
1" TYPE 'K'
SOFT COPPER LENGTH OF BRANCH VARIES [3mm]
'jEas�ordan IronNU6' MIN 2• TD 10' Woks 00104316 .�- E"
3{4'�/4•a R (270') l ,(2) CLOSED W
1 IEE I/ r PICKH OLES
" VALVE BOX CAST IRON LID
18
7 Cu. FT. 1 B" METER BOX I 3/16" 0 w a+
O GRAVEL
NOTE: w~ W
NO SWEATED FITTINGS 6" GATE
(MRED ONLY) 6"
•�:: '_e VALVE
DUAL SERVICEt • et X 6"
TE
TEE W y H
' 2500 P.S.I. TE ..1 •, 'I'1' ,Lq O
U
SOFT COPPER BASE AND THRUST
3/4' TYPE "K (-
BLOCK AGAINSTE-+
UNDISTURBED STABLE 18" 4t_ (2) CORED
Q SOIL. STEEL PILE PICKBARS Z ��+
3/4" THREADED RODS TO 6" EXTENSION _-Q
WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS. 1 1/8" (29mm) DIA BOSS
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
SINGLE SERVICE Uj
NOTE: R THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED 6" 1- ~
1) SADDLES SHALL BE USED ON PVC PIPE. THREADED RODS IN ADDITION TO POURING 3 7/16" P 0
T THE SS THE COPPER SHALL BE THE SAME CONCRETE. IF NECESSARY, A STEEL PILE PIPE SLOT 3/16"
SIZE AS THE UESS OBETIER. EXCEPT A5 NOTED cAsr IRON u0 SHALL BE USED AS ADDITIONAL SUPPORT BROOKS [87mm] _
ABOVE OR UNLESS OTHERWISE APPROVED. (2 PLACES) 2200 SERIES [Smm] 3 1/4" ' Z
FINISHED GRADE / 83mm 3
BROOKS 2200 SERIES BOK WRH 83mm -'�'{ IL
EXTENSION OR APPROVED EQUAL NOTE �- [ t 4 ] 1 /4' (6mm) DIA] 3/16" a p
1/4 BEND COUPUNG = IN UNPAVED AREAS NEOPRENE GASKET [Smm]
MUELLER N0. H-15068 (3/4•. _1') LOCKWING _ 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. (5/811- Tl METERS( 7/6 PROJECT NO: 60710
No. H-tso6e t 1/2% 2'1 v W 4 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT / [22mm]
FORD N0. L02-33 (Sf{')
N0. L02-44 (1) COPPERSEfrEP (PLACED ON STONE) (INCLUDING DITCHES) 3"
No. 2-r (2 MIN. - 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND NOTES: [76mm] DRAWING N0:
((( coao W72 (B/e"KS/4O �'
W. LOAa oaD2 cur,L � - wn4 (t") VALVE BOX. (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 2 7/e" 3/a"
OR APPROVED EQUAL 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 6" EXTENSION OR APPROVED EQUAL. 3 9/16" � [73mm] [Iomm] n
IT IS NOT ALLOWED IN THE DITCH. I` 1/t 6" Ty(
METER 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-8 [90mm] 12mm] 3 t/e" DIA
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF OR APPROVED EQUAL.. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". 4 1/2` [ASKET]r
4" STONE BRICK AS REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE O.D. OF GASKET GROOVE r
BEDDINO NECESSARY PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. [n4mm] SECTION Ito SHEET N0:
CORPORATION STOP (3/4', 1". 1 1/2'. 27 FRAME SECTION 8 OF 10
MUEUER NO. H-15000 1 O PICAL MANHOLE FRAME &COVER
FORD NO. F-600. OR S TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 9 TYPICAL METER BOX
APPROVED EQUAL "� TypICAL SERVICE LATERAL INSTALLATION p ------- NOT To SCALE
CU NOT TO SCALE Cffi NOT TO SCALE CS DATE: March 19, 2009
C'8 NOT TO SCALE
LD -229 Storm Drain Design Com utations
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TMP 45-173
;Route
Rio Road Pro Dennis Enterprises
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D.B. 710-182
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Description Pipe Calculations
From
To Point
Catch
Runoff
Inc
Accum
Tot
Tot
Tot
Up
Dn 1Pipe
InvPipe
Pipe
Velocity
Flow time
Point
A
Coef
AC
AC
To
Int
Flow
Inv
Inv
Len
S
Dim
Cap
Inc
(ac)
(min)
(in/hr
cfs)
EI
EI
(ft)
%
(in)
9
9
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1
STR-6
STR-5 11
0.32
0.83
0.271
0.27
5.00
6.81
1,841
517.30
512.201
53
9.61
15
2bi
12.7
0.07
STR-5
STR-4
11 0.00
0.00
0.001
0.27
5.07
6.79
1.801
512.00
501,001
146
7.5
15
23.00
11.7
0.21
STR-4A
STR-4
1 0.34
0.87
0.301
0.30
5.07
6.79
2.01
504.30
501.301
76
3.9
15
16.58
9.4
0.13
STR-4
STR-3
0.32
0.85
0.27
0.83
5.28
6.73
5.61
496.10
490.30
77
7.5
15
23
15.7
0.08
STR-3
STR-2
0.45
0.80
0.36
1.19
5.42
6.69
7.99
490.10
486.00
43.50
9.4
15
25.75
18.6
0.04
STR-7
6' CM P
0.46
0.78
0.36
0.36
5.00
6.81
2.44
482.70
481.70
83.00
1.2
15
9.19
6.4
0.22
STR-2
STR-1-01-1
0.00
0.00
0.00
1.55
5.73
6.61
10.25
481.00
480.00
71.0
1.4
24
26.77
8.00
0.15
I STORM DRAIN DESIGN COMPUTATIONS
2 STORM INLET COMPUTATIONS
O �rA
\ �\ \
i. TMP 45- 4 OOA .
REDII-ROCK RETAINING WALL Top --4 +.m \
I JOHN T GREEN BRICK FACED CMU w/ SAFETY RAIL
NATLURAL An
b RETAINING WALL MAX; HEIGHT 6' _...... - ".... .
D.B. 1292-131 W/ SAFETY RAIL S R
f I PLAT D.B. 297-544 MAX HEIG T 6'
ZONED C-11 :\ 3'�ACCESS AL \ \ \ \ \ 1
+�
USE: VACANT \ \ \ \
\
~' O O / �.SA . • • \ \ UARD RA \ \ • I -
TMP 4 -94 i 1
\ \ \ \ \ A RO IE 1 C. ( 1
\ -
Ih CAD www
' \ \\ kSE: UT EAG
FILTERRA F6 FF98, 1 \ \ 1 5T-7, FILTERRA F7
5T-6, J,LL432! \ \ \ DA=0.46 Ac
I
j DA=0.32 Ac(142.66') ` c=0.78 I-
\ -0.83 0 t \ \\%', \ \ 1 1 FIFE'S
LLE -w Tc=5.0 mm I 1
=5.0 min ; I SST -4, FILTERRA 174 \ e- IMP AREA=0.36 Ac \\
IMP AREA= O. c i t DIA=0.32 Ac
Ir
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i� .. � G • STR- 4A minI� • .. ► . �. f� i - I
F45 IMF AREA=O. 13 Ac
\
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O �rA
\ �\ \
i. TMP 45- 4 OOA .
REDII-ROCK RETAINING WALL Top --4 +.m \
I JOHN T GREEN BRICK FACED CMU w/ SAFETY RAIL
NATLURAL An
b RETAINING WALL MAX; HEIGHT 6' _...... - ".... .
D.B. 1292-131 W/ SAFETY RAIL S R
f I PLAT D.B. 297-544 MAX HEIG T 6'
ZONED C-11 :\ 3'�ACCESS AL \ \ \ \ \ 1
+�
USE: VACANT \ \ \ \
\
~' O O / �.SA . • • \ \ UARD RA \ \ • I -
TMP 4 -94 i 1
\ \ \ \ \ A RO IE 1 C. ( 1
\ -
Ih CAD www
' \ \\ kSE: UT EAG
FILTERRA F6 FF98, 1 \ \ 1 5T-7, FILTERRA F7
5T-6, J,LL432! \ \ \ DA=0.46 Ac
I
j DA=0.32 Ac(142.66') ` c=0.78 I-
\ -0.83 0 t \ \\%', \ \ 1 1 FIFE'S
LLE -w Tc=5.0 mm I 1
=5.0 min ; I SST -4, FILTERRA 174 \ e- IMP AREA=0.36 Ac \\
IMP AREA= O. c i t DIA=0.32 Ac
Ir
.L�
i� .. � G • STR- 4A minI� • .. ► . �. f� i - I
F45 IMF AREA=O. 13 Ac
\
to \
Existing Manhole
Top - 481.43
Raise top 1' 4
EXISTING
ICU STREAM
0
i
Top /Elbo
MII, /
FFE: 5.64' � ! 1
I I LLE: 98' / % I ` • 6'x8' / /
$6
F6 '\ (fl- = ss') 145 BER I Filp- 063 OT R-2 1/ / �f / CMAMP 45-94B
5T-3, FILTERRA F3 ` ` \ I / PROPERTIES,
° cnpii uRE / / , 6,x
DA=0.45 Ac \ f /� iiP F3 \\ . �yP !f / • D.B. 904 6 c=Q.80 27, 631
_ _ - �'-rs - - / -
`' Tc=5.0 mm. =� ,� _ � � � �� � wM I � ��y t 1 /\ PLAT
I'-71IMP AREA=0.37 Ac / �__ 'ti's` � . S _ ,� \ - .cv "Ev' 6• w" �' � !! t _ - �s.�� � ` � r� ,z� / / ZONED HC
--' - t USE: AUTO
DEALERSHIP
Tpn�95 991- 20' SANITARY SEWER ESML ' / �/� REDI-ROCK/R ETAINING WALL \
\ / I Raloe to 1' to 514.99 D.B. 1270-706, 709 PLAT 0 WITH SAFEXY RAIL
/ FACED CM Contractor To Inspect � NATURAL COLOR
ING WALL Mann a e.�fitieeritiriqe+� � \
�.. ---■--■--�� at/ M7 45- 1055 Existing Manhole MAX HF�GH7 8'
w/ E7Y RAIL I Exist Install New Thro 20' TEMPORARY GRADING EASEMENT - T-Opf491_68
\/ I� MAX H iSH7 4' I Section
3' ACC SS WALKWAY .BEARW00D PROPERTPES, L.L.C.
TMP 45- 02
I D.B. 1870-1119 \
JGEOFFRRY D. DENISE 3 STORM DRAINAGE AREA MAP FOR INLETS 20 o zo 4o so
D.B. 1005-225 )PLAT ��_
EXISTING BUILDING -- --
r f IL ER *PHOTOWORKS" ZONED HC D1 SCALE 1"-20' SCALE: 1" = 80'
li D.B. 101 -455 JJ ! USE: WAREHOUSEISTORAGE
ZONED -1 I \
USE: REWL
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Existing Manhole
Top - 481.43
Raise top 1' 4
EXISTING
ICU STREAM
0
i
Top /Elbo
MII, /
FFE: 5.64' � ! 1
I I LLE: 98' / % I ` • 6'x8' / /
$6
F6 '\ (fl- = ss') 145 BER I Filp- 063 OT R-2 1/ / �f / CMAMP 45-94B
5T-3, FILTERRA F3 ` ` \ I / PROPERTIES,
° cnpii uRE / / , 6,x
DA=0.45 Ac \ f /� iiP F3 \\ . �yP !f / • D.B. 904 6 c=Q.80 27, 631
_ _ - �'-rs - - / -
`' Tc=5.0 mm. =� ,� _ � � � �� � wM I � ��y t 1 /\ PLAT
I'-71IMP AREA=0.37 Ac / �__ 'ti's` � . S _ ,� \ - .cv "Ev' 6• w" �' � !! t _ - �s.�� � ` � r� ,z� / / ZONED HC
--' - t USE: AUTO
DEALERSHIP
Tpn�95 991- 20' SANITARY SEWER ESML ' / �/� REDI-ROCK/R ETAINING WALL \
\ / I Raloe to 1' to 514.99 D.B. 1270-706, 709 PLAT 0 WITH SAFEXY RAIL
/ FACED CM Contractor To Inspect � NATURAL COLOR
ING WALL Mann a e.�fitieeritiriqe+� � \
�.. ---■--■--�� at/ M7 45- 1055 Existing Manhole MAX HF�GH7 8'
w/ E7Y RAIL I Exist Install New Thro 20' TEMPORARY GRADING EASEMENT - T-Opf491_68
\/ I� MAX H iSH7 4' I Section
3' ACC SS WALKWAY .BEARW00D PROPERTPES, L.L.C.
TMP 45- 02
I D.B. 1870-1119 \
JGEOFFRRY D. DENISE 3 STORM DRAINAGE AREA MAP FOR INLETS 20 o zo 4o so
D.B. 1005-225 )PLAT ��_
EXISTING BUILDING -- --
r f IL ER *PHOTOWORKS" ZONED HC D1 SCALE 1"-20' SCALE: 1" = 80'
li D.B. 101 -455 JJ ! USE: WAREHOUSEISTORAGE
ZONED -1 I \
USE: REWL
NEAL N. WRIGI
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DRAWING NO:
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DRAWING NO:
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SHEET N0:
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DATE: March 19, 2009
- Tree Pretee!!! 'moi /
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PRESTON 0. STALLINCS /
D.B. 710-182 ZONED R-6 I
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TMP 45-100A
JOHN T GREEN T °° FeoCNO�
ee
I € D.B. 1292-131 i 2;, /
j PLAT D.B. 297-544 \
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CMA PROPERTIES, INC.
D.B. 904-627, 631 PLAT
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i D.B. 1012-455 ZONED HC
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USE: WAREHOUSE/STORAGE
USE: RETAIL
TMP 45-1OOA 1 = \ P TMP 45-173 /
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_ \ B. 710-182 ZONE# R-6
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TMP 45-948
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CMA PROPERTIES, INC.
D.B. 904-627, 631 PLAT
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/ g i CE¢FFREY IJ. &DENISE B. XILMER I D.B. ZONED 25 PLAT
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ZONED C-1 USE: WAREHOUSE/EI STORAGE
USE: RETAIL
✓P SCALE: 1"=30'
POA -
POINT OF ANALYSIS
OLE -
OVER LAND FLOW
SCF -
SHALLOW CONCENTRATED FLOW
CF -
CHANNEL FLOW
--
SLOPE IN PERCENTAGE
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1 1
1PRE DRAINAGE AREA MAP
✓P SCALE: 1"=30'
D 2 SCALE: 1"=30'
POA -
POINT OF ANALYSIS
OLF -
OVER LAND FLOW
SCF -
SHALLOW CONCENTRATED FLOW
CF -
CHANNEL FLOW
SLOPE IN PERCENTAGE
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NEAL N'WRICH
Lic. No. 22402
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DRAWING NO:
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11 SENO:
10 OF 10
DATE: March 19, 2009