HomeMy WebLinkAboutSDP202100030 Plan - Revision 2022-04-18 (2)8 ASH
8 ASH I
I
/
RAILROAD CROSSING ABOVE 15 ASHPARADISE
ROAD CANNOT BE WIDENED 10 ASH
HERE ASH 12 A
— _ �8 ASH 10 ASH 10 ASH /
12 ASH
EXISTIN �
10 ASH PARADISE CRITICAL SL PES
■ = W
z45'APPROACI-I z LL TMP 58A2-24C O
I
BLOCKS IVy DEPOT
TAPER 20 T � 12 RIVANNA WATER &SEWER �
EPpTROADINm j
z8' WIDE OPENING TERSECT1pN PARADISE AUTHORITY
—'-' ZONED: C1 0
co
m AS 15
P
6 PARADISE / PARADISE
■
FROM BRIDGE ABUTMENTS I =
/10 8
■ tr PARA�� PARADISE(2X) I
EXISTING COMMERCIAL ■ LJl VDOT STD. /
ENTRANCE _ - - CG-6(TYP.)
m
m10 1)
■ 15 ASH /
/ I EDGE OF PARADISE 15 ASH n nQi
IVY DEPOT ROAD
v. DUMPSTER ENCLOSURE
o SEE DETAIL, SHEET 6
MIN. HEIGHT=6' TMP 58A2-24
EATON, LOUIS S OR SUSAN E
/ ZONED: RA
P
/ 10 ,<� VEHICLE STORAGE/
PA DISE SERVICE PARKING AREA
/ EXISTING DRIVEWAY PROPOSED 10' VDOT STD
TMP 58A2-20 TO RESIDENTIAL HOUSE (2) ROPOSED , CONCRETE N . o
/ LENVIC, LLC TO REMAIN TERIOR BLDG APRON CG-z (TYPJ F \\
/ DB 3801 PC 750 MOUNTED LIGHTS
/ ZONED: C1 F PROPOSED
BOLLARDS P� OVERHANG \ VAR. WIDTH ACCESS
/ IF (TYP.)O� 16'TYP. EASEMENT
/ N73'50'25"W DB. PG.
'x \
I 10.55' 12 TRP CCURB
G-6 STD.
/ APLE C\
/ N22'50'28"W UP 4 PROPOSED PROPOSED 6' CONCRETE 18' TYP. a
/ 16.58' PROPOSED 6' SERVICE SIDEWALK FLUSH WITH--,_.,O \
/ CONCRETE PAD I_ BAYS PAVEMENT
I FORTANK PROPOSED 3,200 SF O 6 \ \
STORAGE 1$' BUILDING EXPANSION 7 + Q
WITH q SERVICE BAYS w \\ UP EXISTING DRIVEWAY
TMP 58A2-20A y z6' ACCESS TO ADJACENT
PROPOSED BUMPER BLOCK , � � �
JOSEPH W RICHMOND Jr o PROPERTIES TO REMAIN
TRUST i SEE DETAIL, SHEET 6 \
DB 4992 PC 686 " A PHALT PAVING 63.6T a
PROPOSED 6' r^ 18.8 �} ( \\ VARIABLE WIDTH ACCESS
WOODEN I SEE DETAIL, 2 HR FIREWALL�_ r ASPHALT PAVING
PICKET FENCE o , SHEET6 3EXISTING 45.0' SEE DETAIL,
EASEMENT
SHEET 6
FOR SERVICE a
HVACITANK BAYS DB 788 PG 841DB 841 PG 721
STORAGE Ln
li (TYP.) O80
DB 907 PG 509
SCREENING ONE WAY TRAFFIC SIGN \ _ I�'
I MILL/OVERLAY \ OLLARD' 6 .5'
m
EXISTING PAVEMENT
AROUND BUILDING AND /\ GV. (aV i �0
CANOPY A, /
I EXISTING POWER POLE WITH
STREET LIGHT TO REMAIN _
(8j EX,LEQ LIGHTS
PROPOSED NEW
G I VDOT STD. S28' '44"W -
- PAVEMENT FOR TAPER EXISTING ' / CG-z(TYP.) 1 8'— _
ENTRANCE, SEE DETAIL NOl°2T06"E ! y i ��•••••O��a
— SHEET 6 FOR VDOT R/W 0
■ — — 20.00' .■�/ EXISTING GUARDR�A L� / EXIST G
■ — PAVEMENT DESIGN
— — -,n20' ip EX. VDOT R W TO REMAIN. ENTRANCE g0 ULVERT
— — PROPOSED STOP SIGN U P ST U TO START ATTHE END �a�(
OFTHE U DD I
■ _ , R IF z°' > r PROPOSED STOP SIGN 4° �a
■ r �` PROPOSED LANDSCAPE
Z ISLAND
O
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� 4 w J Q
4
4 _ m m
m w OLL
x
m zoo' TURN LANE TAPER ~ _ _ - r Q
m-------- 7 p O
i - - BLOCKS (z) ENTRANCES _ U.S. ROUTE 250 _
= 150' STORAGE LENGTH �7 w w
------ - IVY ROAD_------- 75
Lf)(3)1z' WIDTH LANES + (z) 4' WIDE SHOULDERS 80' R�W + Z
Lu
WIDE SHOULDER M zo
U) = 44' WIDTH REQUIRED Lu (3)1Z WIDTH LANES () 4'
I -m- -- - 38'WIDTHAVAILABLE ¢ DB 231 PG 585 =44 WIDTH REQUIRED
a 35' WIDTH AVAILABLE
. m
60
IEXISTING COMMERCIAL
IVY DEPOT ROAD ENTRANCE
III
(TYP.)
UP
66°11mmm
162.74'
G`�
UP
54o' DEwarc,.,,.-
TAPER REQUIRED
EXISTING \
/ BOX CULVERT
S11'07'42"W
2.64' 20
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
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202183
SCALE
SHEET N0.
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-
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CULVERT REPORT TABLE
Q
VELOCITY
DEPTH
TOTAL
PIPE
SPILLOVER
DN
UP
DIN
(cfs)
(Cfs)
(Cfs)
(ft/s)
(ft/s)
(in)
2YR
2.20
2.20
0.00
1.70
3.66
12.36
10YR
2.80
2.80
0.00
2.08
3.94
12.81
100 YR
3.60
3.60
0.00
2.56
4.26
13.34
9SC0TT R. LLINS�
C� Lie. No. 035791
07 2/10/22 `�Q1
390 SIGHT DISTANCE-
I / S�'70NAL
\ I Culvert Report (2 YR)
------ - �--- Hyd flo &pess EMenvon for AWoces AWOCAD&W13M by kdodedk Inc. numdW,, AW 12M
Circular Culvert
S�8/
Invert Elev On (ft) = 510.58 Calculations
( Pipe Length (R) = 60.45 Orrin (cfs) = 2.20
/ I / / Slope (%) = 0.50 Qmax (cfs) = 2.20 c
i
i - - - - - - '__ _ _ / Invert Elev Up (ft) = 510.88 Tailwater Elev (it) = (dc+D)/2
i ■ I EXISTIIj� / / Shape = Circular Highlighted c
m
i CRITICAL SL PES / \ Span (in) = 18.0 Qtotal (cfs) = 2.20 c
No. Barrels = 1 Qpipe (cfs) = 2.20
/ \ n-Value = 0.013 Qovertop (cfs) = 0.00
/ TMP $8A2-24C Q Culvert Type = Circular Corrugate Metal Pipe Veloc On (ft/s) = 1.70
\ Culvert Entrance = Headwall Veloc Up (ft/s) = 3.66 Z 'u
/ I RIVANNA WATER & SEWER Coeff. K,M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL Dn (ft) = 511.61 Z w c
/ I AUTHORITY \ HGL Up (ft) = 511.44C10 i C
_ - / / ZONED: Cf I N Embankment Hw Elev (ft) = 511.66 d Ln 0
DB 907 PG 509 / - I �J ; I A Top Elevation (ft) = 517.00 Hw/D (ft) = 0.52 U) � (A V
15 PARADISE I , CrestVdth Width (8) = 10.00 Flow Regime =Inlet Control ca
i
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lot O `�
vv V% v Culvert Report (ioYR) m
■
RIP AP/ // /7 I 8 \ Hyhfloae.p Ess u arvcnfor w&�a ,No®cwc&mil3MbyMcl•°. numdey.ror12021 w z Lu `
�(4)EXISTING / (�1 / / �I I-PARTSE(2X) / oe o u
io'Xiz' BOX / _ / / �/ / III I Circular Culvert N o <
PER ANENT RAINAG ULVERTS ' _ / / / ��j I A I a -
EAS ENT APPROX. J / / / /
% I \ I Invert Elev Dn (ft) = 510-58 Calculations
_ / /i A
335' - �� / / // / / // / % / V i Pipe Length (ft) = 60.45 Qmin (cfs) = 2.80 L
DB PG 43J LONG i z - - %i i = /i / / - \ - - - - - - - - - Slope (%) = 0.50 Qmax (cfs) = 2.80LLI
m '�15 ASH ` Invert Elev Up (ft) = 510.88 Tailwater Elev (ft) = (dc+D)/2 o
/ %' - - - - - - / \ ASH \ \ NOTE: FINAL DESIGN OF PROPOSED Rise (in) = ts.0
S28' '44"W� _� - -- -_ _ �' - _ �- A L
/ - -- - - _ % - SEPTIC SYSTEM, SUBMITTED DIRECTLY Shape = Circular Highlighted u
1\ VDOT STD. / TO VDH BY RIVANNA SOIL CONSULTING Span (in) = 18.0 Qtotal (ofs) = 2.80 c
IN TO REVIEWED BY VDH Metal
\ - - ARADI
'C!Ei z (TYP. �\ C T t Qpipe (cfs) 2.80
y / No. Barre
glgo' SIG00
HT (STANCE n \ \ n Value Dead Qovertop (cfs) 3.94
� Culvert Type Circular CorrugatePi Veloc On (ft/s) 2.08
- � - -- - I , \ �- - - - - ��/ \ \ \ Culvert Entrance -Headwall Veloc Up (R/s) = 3.94
Coen. K, M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL Dn (ft) = 511.65
10 I h I I / - - - I \ 1 \ \ ,\\ I Embankment Hw Elev _ (ft) = 511.77
/ ! � ro / \ Top Elevation (ft) = 517.00 Hw/D (ft) = 0.59
TMP
/ / /Top Width (ft) = 31.08 Flow Regime = Inlet Control
CUTE ^\\ / EATON, LOUTS S OR SUSAN E crestWidtn(R) = to.00
VDOT STD. �a / / ■ m ) j. y.0% I ZONED: RA I
CG-z (TYP.) / / ' m / / PRIVATE ADS VEN E Culvert Report (ioo YR)
-
ILL HAVE NO
PACT
�: I (1IN8L"EGTRATE \FENC NOTE: GRADING
LLOHE/GUARDRAIL3� �' ELEVATIONSOR LIMITS OF THE FOODPLAIN Harewrara�mn.l�mAmm.wAno�fDo®qALmc. rwna,, Ap 12021
/RIM = i6.zo AND FURTHER PROVIDED THAT ANY CUT
- - OR FILL
/ \� / � \ 5 \ � WHICH Circular Culvert
� I SHALL BE ONLY FINE GRADING ACTIVITY
\ \ - \\ / ♦ / / 2 /0 - \ \\ HDPE PIPE oT5/oz \NICE HAVE NO IMPACT ON THE FLOODP AIN. Invert Length
On (ft) = 60A58 calculations
/ I V / / / �\ \ \ VAR. WIDTH SWMElev
/ / \ \ \ / ryry ry / ♦ / ° 35 Pipe Length (ft) - 60.45 Orrin (cfs) 3.60
_ 3__ \ \ o FACILITY &ACCESS Slope % 0 50 Qmax cfs = 3.60
L
/ / �\ \ \ \ \ \ \ / / ♦ / _ � ____ VDOT STD Pe ( ) ( )
/ 6 -- � \ � � INV IN=Siz.ii EASEMENT 1 Invert Elev Up (ft) = 510.88 Tailwater Elev (ft) _ (dc+D)/2
/ �63° ♦ \ \ \ \ \ \ \ ( / y� / CG-z (TYP.) f\ INV OUT= i11.79 DB._ PG._ / Rise (in) = 18.0
5 / Shape = Circular Highlighted
J♦\ \ \ \ \ N I / O \ \ \ / / Span (in) = 18.0 Qtotal (ds) = 3.60
\ / SEPTIC TANK �r \
4 / �i Q-3,- / - \ �� \ I / / No. Barrels - 1 Qpipe (ds) = 3,60
_� yry° tiB ♦, h /. / �50=/v \ VDOT\ \ / / / n-Value - 0.013 Qovertop(cfs) = 0.00
/ TMP 58A2 20 ♦\ \ \ 5 STD. PROPOSED / Culvert Type Circular Corrugate Metal Pipe Veloc On (ft/s) = 2.56
I I % DISTRIBUTION / CG-6 VDOT STD. ES-i p ( )
LENVIC, LLC Q I I I I ` /y �� \ / Culvert Entrance = Headwall HGL U ft/s = 5426
11.
\ I I I / ON'! � / BOX TO 3 / \ / / Coeff. K, M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL On (ft) = 511.fi9
/ DB 3801 PG 750 V \\ \ I I / f ► \
/ � � \ F ` S � � , LINES CURB / / HGL Up (ft) = 511.60
ZONED: C1 ♦ \\ \ O / ♦ '511.92
- - - - _ _ - - - \ \ 51 - m `SPACED g' \ o / Embankment Hw Elev (ft) = 0.69
SzB- - _ � - � \ � / Top Elevation (ft) = 517.00 Hw/D (ft) = 0.69
_ _ _ _ _ \ \� \ TC 516.49� °• APART r
' - \ \ \ / BC i6. - \ PROPOSED DETENTION / Top Width (ft) = 31.08 Flow Regime =Inlet Control
F O S 49 ♦ / S o - ' Q \ BASIN w/ z4" RISER. SEE / / Crest Width (ft) = 10.00
_ ° . VSMP PLAN FOR
------ _-----� N73'50'25°W \ \ ° ° � ° I° �
10.55' \ ♦ \ TRP O� / FFE= 6.55 / + mQ \ \ \ DETAILS
PLE 4.9% / o
i N22`028W ♦ \� U� �y� / I SO .6% ♦♦ \ \ \ \ \ VAR. WIDTH ACCESS V' m ,M
/ nrfl .moo H.ov.,•
/ 16.58' ♦- �� / psi V \ ZV \ EASEMENT
CONCRETE O A DB. PG.
SLAB AT PROPOSED 12 o SF / < ♦VARIED
n�
I HEIGHT BUILDING I SION �� o S I' . ♦ �\ V �,� / /
° WITH SERVIC BAYS 4% " F U F CI I I
- 5 ABOVE I 4 \ �\ ♦ \ UP\ \ / EXISTING DRIVEWAY
- -- �MP 58A2-20A PAVEMENT r TC=516.46 / I I ♦ \ \ \ Qw / ACCESS TO ADJACENT
- - ^ BC i6.z PROPERTIES TO REMAIN /
/JOSEPH W RICHMOND Jr 5 9 b / "PROPOSED2'CURBI ♦ \ jozl
/ TRUST C\ - CUTSPITH RIPRAPI ♦ \ N N \ / �m
_ DB 4992 PG 686 0 DITC �... m = = A
_ /
rn 4.g/o 18.8' o \ ^ / _ /
Sip- Jr� y (TYP) VbOi + \ \ \� \� VARIAB/LE WIDTH ACCESS I I 45.0' C
FFE=516.55 B 492 PG + JVA v �EASEMENT
Vey _ / DB 788 PG 841 I
1-STORY BRICK DB 841 PG 721
♦ �_ IVY EXXON - \� \ DB 907 PG 509
CONTRACTOR TO / N S \:• /
LOCATE EXISTING KNOX BOX REQUIRED FOR EXISTING BUILDING. #4260 / , '°• - � ® e I � -- / •• �'•"�j: A \ � I / / , � /
I LOCATION TO BE COORDINATED WITH FIRE
TC 5i6.37DRAINFIELD LINES. oiooh
SHOULDTHEYBE BC-5iRESERVE OFFICE. 68 O'
WITHIN THE ROW, WOOD FENCE / ♦ f>.• AREA III RIP AP / D
CONTRACTOR TO / ♦ o GV. ( X)CULVERTS
, / / r)
ENSURE THAT THEY / �♦ MW / 1 l / �10'X 2'BOX /
WILL BE PROTECTED y$i ♦ '' J 1 / ry EXISTING i8" CMP S i - f / .•• / o EAS T EN AINAGE/ APPROX. 33 5
PER
_
FROM VEHICLE / I o ',*0 / `Q DB 1 PG 43J LONG
CULVERT TO BE
TRAFFIC DURING I \ 30'FRONTMAX.BUILDINETBACK '' y, / / /
EXTENDED WITH ylhif '
CONSTRUCTION
VDOT STD. EW-i 16 MW
HEADWALL G S /SsS / / / i S28'/�4"Wj //�/ i _- !■' %�'� /i �_i i SIGN j-=�-
DA=o.g8 AC EXISTING ® CANOPY
C=o.49 NOl°2T06"E VDOT R/W -- _ _ �4GH
Tc=8 MIN - - -_ ////i- i �9_�m_- -
0.00' 10'FRONT MIN. BUILDING-- / _ / - � ' - �/ -� 390' E
_ - & PARKING SETBACK / - _ - -
■ _ _ / 1 / P -I - �/ /� I O
I
■ D - �M \ PL� - - - - - -�r
�
------ l!1
ASPHALT BEDS_ -- -ERrre�
- - - - - - I
VDOT STD.I. m I
CG-2(TYP.) �ry // ■
. D ------ ---- 1� ___ - -- -
390' SIGHT DISTANCE r - - - -s - 390' SIGHT DIS / / `�
/ /
----- j /
- / Benchmark: _ T - ♦ ` / /
-_�_-_---------r Vl \� _ _ Nail Found
1 = U.S. ROUTE 250 ESTING N: 39080 EXISTING GUARDRAIL-
■ Rj - - - _ _ _ _ \ 1 IVY ROAD i _ _ _ _-.518 -PAVEMENT E: 11455fb 7.87 TO REMAIN. ENTRANCE -
I - _ --� ---1 - - - - - - Elev:517.13 TOSTARTATTHEEND ----------=-----
-(�- ROAD PAINT OFTHE GUARDRAIL /
1 STRIPING - NOTE., THIS PLAN DOES NOT PROPOSE ANY GRADING WITHIN
DB 231 PG 585 (STRIPING) / / / - _ - - - - - - THE 100-YEARFLOODPLAIN THEREFORE, THE PROPOSED
■ l!1 1 / / - - - GRADING WILL HAVE NO IMPACT ON THE ELEVATIONS OR
of ST _ - - - - - - - - LIMITS OF THE FLOODPLAIN
-------------
m VDOTSTD- _S.
INTERSECTION _
------ -- \ �� -� ---� MORGANTOWNROAD)/ --_-
--- - ----------------- ------ -
Is m q , --s16- -----------------CGz(TYP:)----- ---\-� __ _----
/ I IIII��v UP
GRAPHIC SCALE
O S66'11'40"E UP
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S 1 1 IF 162.74' O
S11'07'42"W
\�� 2.64' ( IN FEET )
/ i \ 2 1 inch - 20 ft.
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JOB NO.
202183
SCALE
1"=20'
SHEET NO.
2
G
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540
HT.
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OBJ=3.5'
535
535
530
530
SIGHT LINE (TYP.
5�5
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ISTANCE=3g
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PROPOSED
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SIGHT DISTANCE WEST
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16+00 16+50 17+00 17+50 18+00
545
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ISTANCE=390'
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SCOTT/R. MLLINSZ
Lie. No. 035791
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SIGHT DISTANCE EAST ENTRANCE VERTICAL GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 ft.
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
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SHEET NO.
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