HomeMy WebLinkAboutSDP201500014 Plan - Approved Final Site Plan and Comps. 2016-04-08EXIST
NEW
DESCRIPTION
16' TC
X 125 TC
TOP OF CURB ELEVATION
166
X 125
SPOT ELEVATION
1 e -nu
X 125 TW
TOP OF WALL ELEVATION
I e -3w
X 125 s W
BOTTOM OF WALL ELEVATION
BENCHMARK
STORM SEWER
RD -.
® ROOF DRAIN
SEWER LINE
- 6"W
- WATER LINE
Gas-
- GAS -
GAS LINE
OHE
- OVERHEAD ELECTRIC WIRE
u c
- UGE
- UNDERGROUND ELECTRIC
- OHT
- OVERHEAD TELEPHONE UNE
Ut;T
- UGT
- UNDERGROUND TELEPHONE UNE
F
I
DRAIN INLET (DI)
10
O
STORM/SANITARY MANHOLE
C
PLUG
WV
WATER VALVE & BOX
$
FIRE HYDRANT
®
WATER METER
LIGHT POLE
--
UTILITY POLE
PROPERTY LINE
- -
ADJACENT PROPERTY LINE
VACATED PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
_ - - - - SANITARY EASEMENT
GRADING EASEMENT
DRAINAGE EASEMENT
-- -- UTILITY EASEMENT
WATER EASEMENT
ACCESS EASEMENT
STORM DRAINAGE EASEMENT
b TREE LINE
FENCE
STREAM
--- 312-- _12- INTERVAL CONTOUR
_300- --- oo - INDEX CONTOUR
C....2
CG -2
CG-6
STANDARD 6' CURB
COMBINATION 6' CURB & GUTTER
CROSSWALK
CONCRETE PAVEMENT / SIDEWALK
�s
A_N CG -12
RIPRAP
& HANDICAP PARKING
�...:.
�
ASPHALT
GRASS
EC -2 MATTING
EC -3
jMATTING
WETLAIID
10
1 a PARKING COUNT
CROSSWALK
HANDICAP ACCESSIBLE AISLE
r
A_N CG -12
& HANDICAP PARKING
NOTE:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
f I NAL PLAN •R
KEE 5TATE RUN
RIO D15TRICT, ALE3EMARLE COUNTY, VIRGINIA
VC' N TY MAP _qnw F-1'®-, nnn,
IMAGE PROVIDED BY GOOGLE MAPS
SHEET INDEX
C I - COVER 5t1EET
C2 - EXISTING CONDITIONS
C3 - SITE PLAN OVEIRVIEW * SNEET KEY
C4 - SITE PLAN
C5 - UTILITY PLAN
C6 - GRADING PLAN
C7 - FREE STATE ROAD PLAN
C8 - FREE STATE DRIVE ROAD PLAN
C9 - LIBERTY t11LL COURT ROAD PLAN �
C 10 - LANDSCAPE PLAN
CII - SITE * LAN DSCAPI NG DETAILS
C 12 - SITE DETAILS
DETAI L5
C 13 - NORM WATER MANAGEMENT DETAILS
C14- UTILITY PROEI LE5
C 15 - UTILITY FROEI LE5
C I G -- UTILITY DETAILS
C 17 - EROSION * SEDIMENT CONTROL NARRATIVE
F FIIA5E I ER05IONfCONTROL PLAN
.. .IMENT CONTROL
C21 - ER05ION * 5EDIMENT CONTROL DETAIL5
ON * 5EDIMENT CONTROLt►
':•.0 1
R4 cluster subdivision with 26 new attached siingle family units
Gross Residential Density:
26 Units/7.09 Acres = 3.66 Units Per Acre, Includes Lots 1-18 and 20-27.
Parcel X will be transferred to TMP 62171-402 upon approval of the
subdivision plat.
Lot 19 is to be subdivided with the final subdivision plot as two lots for
single-family detached dwellings. These lots ane not part of this site plan,
After Parcel X is removed from the total area,, if Lot 19 is developed with
two single-family dwellings, the gross resedenflal density would be
28 units/7.03 ac. =3.98 units/ocire.
LAND USE SCHEDULE
EXISTING Area
Vacant Land 308,674 SF
Total= 308,674 SF (7.09 ac.)
PROPOSED Area %
Lots 179,292 SF 58.1%
Public Right of Way 14,718 SF 4.8%
Private Right of Way 35,529 SF 11.5%
Parcel X 2,289 SF 0.7%
Open Space A 3,291 SF 1.1%
Open Space B 56,585 SF 18.3%
Open Space C 10,711 SF 3.5%
Open Space D 2,557 SF 0.8%
Open Space E 3,701 SF 1.2%
Total Open Space 76,846 SF
Without Parcel X 25.1%
Total= 308,674 SF (7.09 ac.)
IMPERVIOUS AREA SCHEDULE
EXISTING Area %
Vacant Land 308,674 SF 100.0%
Total= 308,674 SF (7.09 ac.)
PROPOSED Area %
New Buildings 60,060 SF 19.6%
New Road/Sidewalk 61,441 SF 20.1%
Residual Open Area 187,173 SF 60.3%
Total= 308,674 SF (7.09 ac.)
Total Impervious Area = 121,501 SF (39.7%)
PARKING SCHEDULE
Required parking:
2 parking spaces per unit: 26 units x 2 = 52 spaces
+ 1 guest space per 4 units: 26 units x = 6.5 spaces
Total spaces required: 58.5
52 garage spaces + 52 driveway spaces. (Distance between back of
sidewalk and front of garage > 18')
Total parking spaces provided: 104 spaces
WATERSHEDS
This site lies within the Upper Rivanna River Watershed.
LIGHTING & LANDSCAPING
There is no lighting proposed for this site.
See sheet CIO for landscaping plan.
FLOOD ZONE
According to the FEMA Flood Insurance Rate Map, effective date
February 3, 2005 (Community Panel 51003CO2791)), this property
does not lie in a Zone AE 100 -year flood plain.
!*E
CURRENT QEVELOMAENT PLANNER
CURRENT
ALBEMARLE
IN
NA
iIlk Ir=V•1:8 oil out y"IQ01�-mss _ . •
OWNER / DEVELOPER
Owner:
Free State Partners, LLC.
P.O. Box 645
Charlottesville, VA 22902
Developer:
Red Dirt Development
P.O. Box 645
Charlottesville, VA 22902
ZONING
R4- Residential, Airport Impact Overlay District
SOURCE OF TITLE
DB 4131 PG 189
STEEP SLOPES
Slopes greater than 25% are present on this site. Refer to
sheet C2 for locations.
MAGISTERIAL DISTRICT
Rio
BENCHMARK
Existing sewer behind Lot 26,
Elevation: 429.11', NAVD88 Vertical Datum
SOURCE OF BOUNDARY & TOPO
Source of Boundary Survey:
Plot by Roger W. Ray & Associates. Provided to Shimp Engineering:
07/14/14.
Source of Topography:
Two (2) foot contours shown from an airborne survey under the supervision
of Scott E. Leiffer, aerial topography from Bell Land Surveys, LLC, Dated:
04/17/14.
BUILDING HEIGHT
Maximum Height: 35 Feet
SETBACKS
Front: 25'
Rear: 20'
Side: 10'
The above setbacks were established prior to the setback
ordinances adopted by the Board of Supervisors on June 3, 2015.
EXISTING USE
Vacant Land
TRIP GENERATION
Proposed use: 26 new single family attached
dwellings has a projected ADT of 182 trips per
day.
H/s/f l
t c�
•
d
UNCERTAIN OWNERSHIP AREA.
BELIEVED TO BE A PORTION
OF BELVEDERE.
LOT 96
PHASE 'I
BELVEDEfx
T.M. 62G -1-A
OPEN SPACE R J�� !,�°j � � T.MLOT 4105 05
PARC
�a �' !
/! ,"
D.B, 3545-54 THRU 70 PLAT �i l PHASE 4CDUNLORA
\ / / T.M. 62F1-404
LOT 404
\ / ! PHASE 4C
__ 4"IN'V'ERT OUT (4) " DRAINAGE `♦�/ � DUNLORA
PIPES
FREE STATE ROAD ` �' TMP: 62F1-360
STATE ROUTE 651 f HUAI YONG CHENG OR LINLIN WANG
DEDICATED TO PUBLIC USE TMP: 621`1-403 ZONING; R4
D.B. 2428-156 THRU 159 PLAT '\1 (t JOSEPH A. OR TMP: 621`1-402 USE: SINGLE
VADA G. FALLICA PATRICK OR KRISTINE CAMPBELL TMP: 621`1-401 FAMILY RESIDENTIAL
ZONING: R4 ZONING: R4 BORIS P. KOVATCHEV OR DB: 4349 PG. 628 TMP: 621`1-361
+ USE: SINGLE USE: SINGLE RAYNA S. ROBEVA DB: 3999 PG. 240 DENISE Y. LUNSFORD
FAMILY RESIDENTIAL FAMILY RESIDENTIAL USE: SINGLE ZONING: R4
DB: 2991 PC. 289
\, g, DB: 4007, PG. 107 DB: 4402, PG. 625 FAMILY RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL
\ D 975, P\G. X84 D :3435 PGy. Z NISI C: R4 R\ f
B:2590 PG. 005 /------- fig. 4011 PG. 529
`\ S D :2496 P G . 438.1 ' -
x 3\�41\; OR DA4,4x �. B: 260 ;� PG. 5 DB;� G // D 24. PG. 004 ;,% , - \6B: 3903, PG. 739
`\DBS 26,89; 'G�\ 716\ 46 SPG. 7 ,,DD: 24%'x;\ 1 // �f r \ , -� % ',' `" DB: 3488, PG. 552
//i"fl`// , 1
r \
\ --____
4
3
0 0 6 0
\ i a-t.� t
7 \ S 5° 1 319 E{ --
/"\S3�.,_5. Jr9 pD
i,i'/ // r m' \ \\ \♦ `\ t \ \ \ 1 0
3 %' ' /% / I J 1 1 +; 't>ii; it \\♦ \\\ \t\ \
TMP: 62G 01-A
BELVEDERE STATION LAND TRP/ r / ` �. \ \\ \ \ , \ y _ - ,' rb 1
�' f TRP
, . 8
ROBERT HAUSER & ROBERT KRO ,/J ;
ZONING: N M D 'r i //!!'i i i i 420 420. r
USE: VACANT L'` r�/t/' r I ! I I , , + ,: ;., /_ _ ---, \\ \ \ \ \ �- _ / 1 ' ( I 1 t ,1 I tAr i/ Ira:
' 1 , ,' 1 + t , rf/ �g \{�
DB: 4299, PG.//5 l r 1 , t \\ , ,/ \\ ,\ \ \ \ \-- / t 1 1 + , fl�a� . i� y \
I !l J 1/' i 1 ! t y r / \ \ \ \ , \ \ , \ \ r r ua„
/ ! ( I / ! \ \ \ \ \ \ \ \ \\ \ \\ ,r r" 443.3 / + 1 1 I 17� V r
DB: 3488, P r/! �I1 ' r t I �\ ,' \ \ \ \ \\ \\ \ \ + I / l + 1 + t //k !J� 1'08,
t } I � /1 �
--�17%
`\ \ \ \ \ \ \ \ , \ \ \ — __ _ ,- r •\ ! , l / f I + r + , I + ��'•t�,D' �`
\ \ \ \ \ \ \ \ \
'�'
LOT 991'
r ,/, l / t�,
5
PHASE ' ,'/ /'; / / :::Y 1 „I t 7 \
/ J.., P E S E FIVE Dt-O-P-E� f J 1 1 I +
/r•VJO'/i'' / / I�<';<>�Fr:,< �``�`r'+:c�Qa ' 1 � 1 t ! t \ lyc,.,,._. \ \ � � ` \ i
ELVE C<rr'i ' ! r.<^1s'%,';'�,'J"�,'.a``:�::i:s�`\ ...•�:':,: ! , y 1 1 t � 1 \ \ \ \ \
A l�` \I I N\ R �%
;:,,, 1 t 1 -- ♦ \. \ \ \ \ EA JJ i V ��I \ 25/U�/�(}
' � r i' / / �� \�. \' ♦ \C� � C``� � �:.,..��� �„`� ` � t � t i l I I 1 r ♦ \ \ :> E \ \ \ \ ♦ ♦ ”" — r r ,' r 1 1 ♦ / / i � 1 � 1 1 i \
�" / , , / <;' .:�: k;`.\\\\\� • i' �:..:.:::; . �:>.`1;'?s5:�> 1 t f \ ♦ :'i?:,• :'a. \ \ \ / ,- r \ \ _ � ' t 1 i 1 1 y y 1 1 I
,� ! / , r 3>-� , , �..: «�,<: i3<;as. ; � ; i i ! t \ \ \ \ \ \ ♦ r r r t — — — I t i \ i
LOT 98PHAS
/ , \vw �:� ;� \�w�;�:� o \.d���:�
/ / 1 / r ,� .i:1�:1ti � � "��"♦ \ \ "". `•' . it•:1C:`:i::'.: \ �• / / I r + t 3 \ 1 1
BEL•��E� SI -ATE PARTNERS, LLQ
—
i`2':;z3i:�;\a <.:,�. >'sx t 7 � 1 r \ \_'>`:�};•.: \ \
LANDr i + TMP: 621`1 E1
U S�; VACANT
• i , , , , P i
!+ {1 II -9O1 —PG -22_Z ' LOT 97 DB'
tt i ��,,
EgI�+e
VEDERE STATION LA
ND TRUST
ROBERT KRONER, TRUSTEESPHASE 1 DB 4131 PG 189
424 ZONING: R4BELVED , DB\\4530 PG 216,ANG�D
I I 1 t , \ �-�,� \ . \\ x �, \ // ,�/, ,. \\ , t ; � �. ,' / I ; t 4 i t, USE: VACANT
I , y t \ ;, \ ; t \ / t , DB: 3661, PC. 56
UJ Vd✓ �� ' / � i'/ ' �t 4
T.M.
62G -1-A
)PEN SPACE
PARCEL D
T.M. 61-159A
PHILLIP E. BROWN, SR. &
BARBARA J. BROWN
D.B. 3411-1, 5 THRU 8 PLAT
,�, '♦ \ 1 \ 1 + ( 1/ / �r''JJ .:r 11 1 i \ l y t i l � 1 \ �\ \ \ \\ / / / j 42o,
\
447. ` ' J ! + ' J i 1 t t I I l 1 \ \ \ / ! t 1 ' !/ // ; I
P` I_I V I to \ \ \ \ y>:<><
I SOPS I 1 o I ` 1 \ \ \ ` / \ \ \ \ MA AGED_
I
! I
r ;\ \ \ \\
` _SCOPE
1 '~\\ fi:x\ \ \ \�,
1 I \<:;;.':.'<?,•\ \ \ \
\� _1 , ! f / I' / `� /„'. `��211 r•.°„`t 1 , ! 1 + I I tl / , • ;,,t..,,-_.;' }/... \\ \\ � � _ _ _ ' J 1 /t t€>z��°s \ \
/ / gay /' \ � 1 I I \ ✓ r I .? Ys:?ix *�, „
�20
1214 .+ .. \ \ � ! ! �:\>„»<::�>.ti:':��\xpq\':. \ �---------`
TMP: 62G-01 -A 39
; ---- ----
2.8
S
BELVEDERE STATION LAND TR\U� ~�f , l \
” `\ — —---.--.-----
i
s
r
ROBERT HAUSER 8c ROBERT KR,ONcR, I `'�\ - /'-`�04.
TRUSTEES \ \\\ \\
USE: VACANT LAND _ ,.41.
-
,4$
ZONING: NMD N _
"` <1-N . '
DRAINAGE STRUCRIRE DB: 4299 PG. 328 P t -------- -- 20
(No TOIL) DB: 3488, PG. 522------------\
(BOTTOM FILLED WiTH WATERS \\\ \\�� -------------- — Y
TOP OF CONCRE T C=412.85CL. 1NVERT=404.8
-- -- _
— — — 1
TMP: 62F -F1 -------------------------
BELVEDERE . STATION LAND TRUST --------------------
ROBERT
----_=------ —ROBERT HAUSER & ROBERT KRONER, TRUSTEES --- --
ZONING: R4 _
USE: VACANT
DB:3661, PG. 56
Steep Slopes Legend '
Dotted hatch represents area indicated as a preserved slope according
to Albemarle County CIS, however according to topographic survey is
less than 25%.
50 0 50 100 150
Solid dark grey— preserved slopes
XxlScale: 1"=50' Solid light grey— managed slopes
94
TIN M. SHIMP
Lic. o. " 5 S3
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r /
1TO
l ! ! !
' x*Iln9 15Conrref"
0�,1
Rem R,e Pipe(To
IJl
t \
!tt
I \ \
/ mil t
144
\\
4
T.M. 61-1590
CID
7"
JAMES W. WELLS &
\�
._..
MARY WELLS
!
D.B.
3421-491, 495 & 496 PLAT
1 �
T.M. 61-159B
P ILLIP E. BROWN, SR. &
BARBARA J. BROWN
D. . 3411-1, 5 THRU 8 PLAT
T.M.
62G -1-A
)PEN SPACE
PARCEL D
T.M. 61-159A
PHILLIP E. BROWN, SR. &
BARBARA J. BROWN
D.B. 3411-1, 5 THRU 8 PLAT
,�, '♦ \ 1 \ 1 + ( 1/ / �r''JJ .:r 11 1 i \ l y t i l � 1 \ �\ \ \ \\ / / / j 42o,
\
447. ` ' J ! + ' J i 1 t t I I l 1 \ \ \ / ! t 1 ' !/ // ; I
P` I_I V I to \ \ \ \ y>:<><
I SOPS I 1 o I ` 1 \ \ \ ` / \ \ \ \ MA AGED_
I
! I
r ;\ \ \ \\
` _SCOPE
1 '~\\ fi:x\ \ \ \�,
1 I \<:;;.':.'<?,•\ \ \ \
\� _1 , ! f / I' / `� /„'. `��211 r•.°„`t 1 , ! 1 + I I tl / , • ;,,t..,,-_.;' }/... \\ \\ � � _ _ _ ' J 1 /t t€>z��°s \ \
/ / gay /' \ � 1 I I \ ✓ r I .? Ys:?ix *�, „
�20
1214 .+ .. \ \ � ! ! �:\>„»<::�>.ti:':��\xpq\':. \ �---------`
TMP: 62G-01 -A 39
; ---- ----
2.8
S
BELVEDERE STATION LAND TR\U� ~�f , l \
” `\ — —---.--.-----
i
s
r
ROBERT HAUSER 8c ROBERT KR,ONcR, I `'�\ - /'-`�04.
TRUSTEES \ \\\ \\
USE: VACANT LAND _ ,.41.
-
,4$
ZONING: NMD N _
"` <1-N . '
DRAINAGE STRUCRIRE DB: 4299 PG. 328 P t -------- -- 20
(No TOIL) DB: 3488, PG. 522------------\
(BOTTOM FILLED WiTH WATERS \\\ \\�� -------------- — Y
TOP OF CONCRE T C=412.85CL. 1NVERT=404.8
-- -- _
— — — 1
TMP: 62F -F1 -------------------------
BELVEDERE . STATION LAND TRUST --------------------
ROBERT
----_=------ —ROBERT HAUSER & ROBERT KRONER, TRUSTEES --- --
ZONING: R4 _
USE: VACANT
DB:3661, PG. 56
Steep Slopes Legend '
Dotted hatch represents area indicated as a preserved slope according
to Albemarle County CIS, however according to topographic survey is
less than 25%.
50 0 50 100 150
Solid dark grey— preserved slopes
XxlScale: 1"=50' Solid light grey— managed slopes
94
TIN M. SHIMP
Lic. o. " 5 S3
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r*."7�7
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50 0 50 100 150
` Seale: 1 "=50'
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Date
03/10/2015l
Scale
1" - 50'
Sheet
No.
C3 OF 22
File No.
13.040
FREE STATE ROAD
STATE ROUTE 651 L
DEDICATED TO PUBLIC USE
D.B. 2428-156 THRU 159 PLAT
Q?
Q)
Type III "R ad
Closed'
Barric e
C3
2
4-
New Stocking Block - LOT 19
Retaining Wall 2 1,2G9 5f
A 40.0 Max. Height=3'
36 (0.489 acl-05)
15.3'
Q�
New Concrete _--300 Area X
Retaining Wall Z2819 SF Now
3 Boundary
Max. Height=3' ...... Una
0.0 Nel, 0 (Typ
2 .0'
C5)
2
?0.0
01
Ilk Ngkgg�
�0
- BSL=10' (Typ.)
LOT 18
5,97G 5f
mail," C�l
New Sight
-51-S
-Netff &walk
Porch (Typ-) LOT 17
Dista ce
Easemenfncr Is
Perki
New 5' Sidewalk
---T5-gP
W Si
ofe (Typ.)
"'Speed Ad s
i ��New 10' El
X 5,824 5F
Sign M
ew Sight Access & Utility
>e
Sted )istance Easement -cy
rr <1
asement BSC=10, (fy[;7)
<
bign \gIII,
�Iew 10'
Presd ed LL) 11111
/-New 10'
ublic Access "mess I
& Utility — — — — — — — — — — — — — — — --- LOT I G
Easement
rarking ------
Sign
7. qS4 10,
LOT 23 LOT 22 5. 0' 61
5,,5,5G 5f
CC -9D
or
4 -7-
,�HA 5,G28 5f 7,386 5f
-------- LOT 15
S�t
C1
N,
N e 10 1 ccess
5,3,93 w 5
& tilityl
a
0,\ rN - lSidpwni
0,
IN
It (Typ
T..
FHA
-- - - - - - - - - - - - - -
L-OT3
A4-
06
0
00, treet
ig-n Temporary
A F"u d
-H
Managed e'O M1 D5
4- 31-
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31ope3 30.0,
H
.H.
(6
12.0
0
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LU7 ....... `-,
131
Al
No
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10
0
0
0
0 0
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30 0 30 60 90
M
Scale: 1 "�30'
EX1
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'TIN A SHIMP
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S 90NAL
30 0 30 60 90
M
Scale: 1 "�30'
0 2
DETAIL 1/C5 4 0
-+tn, �j
r-, Z
b
(14 W
( r 3 W
—8-777777h q Z
--w �w
W -W - U 70
W z
W
w—
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-w -W -W -w
—W —w —W +-w W D1
pf?L" IL
W oted, e
T.M. 62Fl-404 W
e - -z
LOT 404 1<-,<_ Pipe Deflection---- (,S '&, 1';4',
C /-IS & V, Ex. 6" blowoff
0
PHASE 4C A--X-X--Rx _X _X_X_X_X valve, to be abandoned T I
DUNLORA X _X_ by removing valve and (n
T1 /7- capping outlet of tee FL
83. S
(D.E
45 Approx. Location V)
HNIVERT OUT (4) by ;�65 PLA T) Bend D
'dc of Fx, Waterline
to ACSA Oted
/0 4� DRAINAGE Note: Contractor To Field
OFFSITE WATERLINE CONNECTION DETAIL Verify Location of Any Ex.
Stub Outs. Coordinate with 0
QC 5 SCAI F- 1 "=30' ACSA for Connection D�� N
Q
<
S\,A IN 1 TA R Y >
M �-.,NHOJ E V) Lj
A
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...........
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MANHOL
SANITARY
�NITARY Lq
��`l 1 59
T 11 11.1 11 - :� ell
4, , jl,� -, I—
X 11 -
:PP 43 -1. . 7 ) __
0
W _j
INUUT=422 70
<
0 1
V
FREE STATE ROAD Ex, 20'
STATE ROUTE 651 Sanitary
Easement
DEDICATED TO PUBLIC USE OP
D.B. 2428-156 THR�U 159 PLAT
A
Q)
0
INVJN=407,--,)7
1 1, ARY U J HIMP >
New Stacking Block -LOT 19 1NV.IN--408'1 1_-__\\1, SANIFT
�vIAINH' OIL E' ic. No 45183
Retaining Wall INVJN=4051A_�f,��\"A f'E &X
2 1,2G9 5f 11'� \ 1 1 - I OP 15, 6 3
0.0 Max. Height=3' lNUUT Oe��`
A --I-
("L CRANNE,,--08,
(0.489 acrC5) X
9.0 Q)
A-1 Area X New 8" SDR -35
New Concrete Z289. SF New
Son. Sewer
Retaining Wall Boundary
34 7' ljne
IJ Max. Height=3' 0,
4z:_ �Ex. 20' Sanitary Easement
C4 New 1 25.0' - - - - - - - - - - - - D.B.4622 Pg. 584
'HDPE Irrigatio
A
yp-) Meter r
C5 M for Lo 19
LOT 18
--- BOA<'
Ab
E
-11+ 0 (1) 0
E U E E
E
Concrete P E E
Fiume, See New 0 E 0 0
It I z U 0
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Scale:
490
485
480
475
470
465
460
455
450
445
440
435
430
425
420
415
410
_. fr ROAD (50�)
ivr-1
(BOTTOM T=ILLED WITH WATER)
Prior to 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 (VDOT).
This plan as drawn may not accurately reflect the requirements of the permit. Where any
discrepancies occur the requirements of the permit shall govern.
All materials and construction methods shall conform to current specifications and standards of
VDOT unless otherwise noted.
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.
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 3:1 or better are to be achieved.
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 drainage channel.
All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
Unless otherwise noted all concrete pipe shall be reinforced concrete pipe —Class III.
All excavation for underground pipe installation must comply with OSHA Standards for the
Construction Industry (29 CFR Part 1926).
9+50 10+00 10+50 11+00 71+5U 11+UU IG+oU iituu iutUu ittuu iL�-t:w iatUu is+aU Ib+Uu ib+SU 1/+UU 1/+bU 1b+00 18+50 19+00
ERE STATE ROAD
C7SXi`; H: 3 �=3Q',v: 1'=1o'
ME
NN
.OT 97
HASE 1
_VEDERE
450
445
440
435
430
425
420
D.B. 2428-156 THRU 159 PLAT
VA -7-- 00
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10+50
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13+00
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('_�iFREE STATE DRIVE
14+00
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450
445
440
435
430
425
420
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17+5110
a
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440
435
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420
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Al
0+50
455
450
445
440
435
430
425
420
415
Al
9+50
10+00 10+50 11+00 11+50 12+00 12+50
1FREE STATE RD. SIGHT DISTANCE PROFILE
� C9 SCALE; H: 1"=30', V. 1"=10'
/+,+D
440
435
430
425
420
415
13+00 10
10+50 11+00 11+50 12+00
r_2VREE STATE RD. SIGHT DISTANCE PROFILE
� Cg J-S-Ckt, H.- -1*=30',V' 1"=10'
12+bU
ffjj
450
445
440
435
430
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10.0,
BUILDING SETBACK HEIGHT
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11 2.5'
LANE LANE
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AGGREGATE ASPHALT 2.5" BM -25.0 ASPHIALT AGGREGATE
FREE STATE ROAD CROSS-SECTION
FREE STATE ROAD CROSS-SECTION
3 �STA. 17+0017+75 SIA. 11 +00 14+75
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6 �TA vi -j -nn - 17 -4 -nn
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445
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425
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10+00 10+50 11+00 11+50 12+0t20
5 )FARROW HILL COURT ROAD PROFILE
..........
"
1.5" iSM-9.5A ASPwi�c�F CONCRETE
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FREE STATE DR. & FARROW HILL COURT CROSS-SECTION
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SEE DETAIL 1/C10
PROPOSED BIO -FILTER LANDSCAPE SCHEDULE
Plant
Symbol
Planting Type
Botaniical Name
Common Name
Min.
Cal./Height
Quantity
Canopy SF
Total Canopy
SF
0
Large Shade Tree
Quercius phellos
Willow Oak
1.5"-1.75"
1
370
370
9
Large Shade Tree
Platanus, occidentalis
Sycamore
1,5"-1.75"
1
1253
1253
�-
Large Shade Tree
Betula nigra "Heritage"
Heritage River Birch
10'-12' Height
1
397
397
TOTAL SF:
2020
PROPOSED LANDSCAPE SCHEDULE
Plant
Symbol
Planting Type
Botanical Name
Common Name
Min.
Cal./Height
Quantity
Canopy SF
Total Canopy
SF
0
Large Shade Tree
Zelkova serrata
„ „
Green Vase
Green Vase Zelkova
1.5"-1.75"
20
350
�
7000
1
o
Large Shade Tree
emanii fre
Acer "jex freed„
Autumn Blaze Maple
1,5"-1,75"
18
397
7146
s
Large Shade Tree
Quercus palustris
Pin Oak
1.5"-1.75"
23
370
8510
TOTAL SIT:I
22656
Loa
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_ Scale: 1 =3Q -~
LANDSCAPING REQUIRED: W
Add
20% of Total Site Area of Canopy: 308,840 SF * 0.20 = 61,768 SF 0
U.
Street Trees: 1.5"-1.75" Large Shade Trees Along Available Road Frontage
(-30' Each Side of Radius Return Per VDOT App. B(1)) @ 50' O.C.:
New Public/Private Right of Way:2121 LF/50 = 42 Trees
LANDSCAPING PROVIDED:
Total Canopy Area: Existing Canopy = 33,145 * 1.25 = 41,431 SF J
New Canopy:22,656 SF
Total Canopy Provided = 64,090 SF Z
New Public Right of Way Street Trees: 17 Trees L,
New Private Right of Way Street Trees: 29 Trees ,�
Date
Offsite Improvement Trees:15 Trees
NOTES: 03/10/2015
4/
1. Contractor to apply mulch bedding around all proposed trees and shrubs. Scale
2. All site plantings of trees and shrubs shall be allowed to reach, and be 1 "= 30'
maintained at, mature height; the topping of trees is prohibited. Shrubs Sheet No.
and trees shall be pruned minimally and only to support the overall health
of the plant. C10 OF 20
3. Proposed slopes steeper than 2:1 shall have low maintenance ground cover, File No,
specifically lily turf or equivalent species. 13.040
*6 DOWELS 6" LONGA.�4 -PERMISSIBLE
�.�C'6114$ S
AT , CONSTRUCTION
5! MIN. JOINT
T. - Z
12*1 MAX
ii I
MAX
8 B
RAMP
\-TRUNCATED COMES
tSEE TABLET A SEE SHEET I OF 4 FOR DETAILS
51-01, MIN
SHAPE TO MATCH FACE
OFCURB
BACK OF CURB �.Or WIL,
48
_§_E_CTION �A-A
ERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-8
NOTE' FOR GENERAL NOTES ON THE DETECTMLE WARNING SURFACE,
SEE: SHEET NOF 4.
TYPE 8
PARALLEL APPLICATION
MINIMUM RAW. LENGTH
ROADWAY GRACE IN FEET
IN PERCENT 41, CURB, 61 CURB
0
4 6
1
5 7 1
2
5 8
3
6 9
4
1 8 12
5
1 10 15
1 6
14 1 15
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE:
n n
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
CG -12 DETECTABLE WARNING SURFACE
105 TYPE B (PARALLEL) APPLICATION REV. 7/05
602
VIRGINIA DEPARTMENT OF TRANSPORTATION 2031015
7,111
F .0
034
2
17-7712
A -t7 PERMISSIBLE CONST.
T MM. - JOINT
DOMES
A WE SHEET 1 OF 4 FOR DETAILS
TANGENT PLAN
CG -2
BACK OF C 12 1 §z I MAk
26''
MIN.-
SECTION A -A
3
NOTE( FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
G
SEE SHEET 1 OF 4.
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY GRADE
IN PERCENT
MI
MINIMUM RAW LENGTH
IN FEET
4" CURS 611 CURB
0
2
4
1
2
5
2
3
5
a
3
6
4
4
8
5
5
10
67
y
14
7
13
15
a
t5I
35
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP IS
LIMITED TO M FEETREGAROLESS OF THE SLOPE.
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF 'THE
UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS
SLOPES ARE AS NOTED.
AND ROADWAY GEOMETRIC$ PROVIDING THE DIMINStONS AND
sr
TMN r AT 2' HIGHER THAN
EDGE OF PAVEMENT
AT)K)K.SAME AS TOP OF CURB
THIS CO&ONED, (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
WITH 6011 X 6011 Mfg, DIMENSIONS, THE SHORT PERPENDICULAR RUN TO THE STREET
USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPW SIDES
, CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
WITH A WARPED "FACE.
CG -12 DETECTABLE WARNING SURFACE I RffEFEWZ
REV, 7/05,
TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 10 5052.
203.07VIRGINIA DEPARTMENT OF TRANSPORTATION1
For_ w I
A ■
1/2 WIDTH OF ENTRA
EXPAN$10N JOINT
EXIS OR PROP
E§ZDK
SIDE ALK OR SID SPACE
EXPANSION JOINT
SPAM
ITWIDTH OF GUTTER.
ENTRANCE WIDTH
DESIRABLE MINIMUM 16'
EXPANSION JOINT ABSOLUTE MINIMUM 12'
EDGE OF "PAVEMENT.
-,-,J
HALF PLAN A
*ox To to% CHANGE PARASOL
FACE OF CUM 6"HUNPAVED-4- SIDEWALK SPACE CURV
NORMAL CUTTER
127 MAX.MAX� SLOPE
CLASS A3 (H.E.3
.:A..7,,.1+•.1 .
FOR CURB AND GUTTER ONLY -
FOR SIDEWALK, CURB. AND, GI
BUILT CONCURRENTLY
SECTION A -A
WIDTH OF
1
LIMITS OF 1_w ENTRANCE 40 MIN.
LIMITS OF
PEDESTRIAN 1- PEDESTRIAN
ACCE AC N
POOT i�NT (ROUTE 4`01 UTE
0 -;7RAVE1i;M
" 1 4' 0" MIN.
SLOPE
PEOESTRIM ACCESS ROUTE DETAL
ADDITIONAL RIGHT-OF-WAY it KOOED, IF THE LIMITS
OF PEDESTRIAN ACCESS ROUTE W EXTEND BEYOND EXISTING
OR PROPOSED VDOT RIGHT -OF WAY.
DETAIL TO BE USED WHEN THE COMBINED WIDTH OF
UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 7'.
PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
CONNECTING ALL ACCESSIBLE ELEMENTS OF A •
I.e__
FACILITY THAT CAN BE APPROACHED, ENTERED AND - �. H'. � 1,:�
USED BY PEDESTRIANS. .......
;_�,�%;j
* IF PEDESTRIAN ACCESS ROUTES M ARE BEING
PROVIDED, A MINIMUM, 4'TRAVERSABLE MOTH IS SECTION B-8
REQUIRED WITH A MAX. 2Z CROSS SLOPE,
WHEN USED IN CONJUNCTION WITH STANDARD 2!"'
CG -3 OR CG -7, THE CURB FACE ON THIS
STANDARD IS TO eF ADJUSTED TO MATCH
THE MOUNTABLE CURB CONFIGURATION.
T2
SECTION C -C q
COW.
APOINT OF GRADE CHANGE
x I X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
3 1 MAXIMUM DECREASE IN SLOPE FOR FIRST 101 INTERVAL AND .......
8 Y MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
SECTION D -D
'k
STANDARD ENTRANCE GUTTER
REV. 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION
20-3.0,31
SPECKAT"
MEW"
602
EW -12
TOP OF CUT pg, FOR (TYPICAL)
LIMITSPIP
-
cG6
PAVEMENT BEGIN WITH 45*
GG -2
U13GRADE
SHOULDER LINE
NOTES:
NOTES:
CENTER LINE SECTION TRAVEL LANE$ +gay
(WITH TYPE 1 SELECT MATERIAL) 4
"�"7�
71' 5.
I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
TRENCH PLACEMENT EDGE OF PAVEMENTk\&, PAYffn FOR,
75� 7
fi PIPE To
I CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
TOE OF FILL
L
4000 PSI IF PRECAST.
0 SELECT MATERIAL TYPE I OR X (TYPICAL)
41000 PSI IF PRECAST.
BE A�ADJ
3 Ra H" US OF 300 FEET. OR LESS (ALONG;
GEOTEXT1117 DRAINAGE FABRIC
(PLACEMENT OF CD -1 COMBINATION UNDERDRAIN)
y
1A E M ILL BE PAID FOR AS RADIAL'CURS,
FAC
SUBBASE OR CEMENT STABILIZED SUBBASE
KP
_Ta
13
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
OF 300 FEET OR LESS (ALONG PACE OF CURB) SHALL
FABRIC
5' DEPTH) OR IN MUCH AS 3" (21" DEPTH)
TTE811j
ORDER THAT OIT OF aW &L COINCIDE
THE P VEWENT� SUBSTRUJCTURE.
LOCATED AT THIS POINT WHEN III&H SUBBASE AND SUBGRADE ME STABILIZED.
BE PAID FOR AS RADIAL COMBINATION CURB &
I
WITH THE TOP OF A,COUR OF
OTHERWISE THE DEPTH IS TO BE 181 AS SHOWN, NO ADJUISTWNT
NON -PERFORATED OUTLET PIPE .3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND
SHALL BE PLACED ON A GRADE PAI
PAR TO THE SHOULDER SLOPE 2 X MIN. (3 Z
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AM'
TRUNCATED DOME
TYPE OF PIPE FOR. UNINERDRAIKS.THEY ARE TO BE
OUTLETS LOCATED S AS TO DRAIN INTO DROP
A W.T. I+" NOM. DIAMETER W.T. 6,, NON. DIAMETER INLETS OR MANHOLES.
INCREASE IN DEPTH,
4- FGR USE WITH sTABLimo OPEN -GRADED
2" R
5. CG -2 IS TO BE USED ON ROADWAYS VEETING THE
REMIREVENTS FOR CG -6 'S
SHEET I OF 4
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AP IX A OF THE YDOT ROM& IIIANUAL.
CG -12 DETECTABLE
WARNING
AND"P?* BE CONSTRUCTED PARALLEL
SZZ,11A
EX
6"
GENERAL NOTES
TO SUBBASE COURSES
REV 7/05
REVi5wN DATE
232
501
Tin
AND TO THEDEPTH OF THE PAVEMENT.
203 OS VIRGINIA DEPARTMENT OF TRANSPORTATION
SURFACE
TE 4
CG -6 IS, BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
BASE
2" R
OF THE VDOT ROAD DESA GN MANUAL.
;4
6.
SUBBASE
4" 1,
,!�F, RADIUS
N
D
-
712 "%0
'A
A A a
SURFACE
4
18"
MAX
BASE
- - - - -. -
- -
THE BOTTOM OF THE CURB AND
GUTTER MAYBE CONSTRUCTED
ACCEPTABLE ALTERNATIVE
V-0-1
IF CURB IS EXTRUDED
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
STANDARD
6" CURB
CONCRETE
THIS AREA MAY BE E
105
502
VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06
AT THE OPTION OF
F201.01
CE
For_ w I
A ■
1/2 WIDTH OF ENTRA
EXPAN$10N JOINT
EXIS OR PROP
E§ZDK
SIDE ALK OR SID SPACE
EXPANSION JOINT
SPAM
ITWIDTH OF GUTTER.
ENTRANCE WIDTH
DESIRABLE MINIMUM 16'
EXPANSION JOINT ABSOLUTE MINIMUM 12'
EDGE OF "PAVEMENT.
-,-,J
HALF PLAN A
*ox To to% CHANGE PARASOL
FACE OF CUM 6"HUNPAVED-4- SIDEWALK SPACE CURV
NORMAL CUTTER
127 MAX.MAX� SLOPE
CLASS A3 (H.E.3
.:A..7,,.1+•.1 .
FOR CURB AND GUTTER ONLY -
FOR SIDEWALK, CURB. AND, GI
BUILT CONCURRENTLY
SECTION A -A
WIDTH OF
1
LIMITS OF 1_w ENTRANCE 40 MIN.
LIMITS OF
PEDESTRIAN 1- PEDESTRIAN
ACCE AC N
POOT i�NT (ROUTE 4`01 UTE
0 -;7RAVE1i;M
" 1 4' 0" MIN.
SLOPE
PEOESTRIM ACCESS ROUTE DETAL
ADDITIONAL RIGHT-OF-WAY it KOOED, IF THE LIMITS
OF PEDESTRIAN ACCESS ROUTE W EXTEND BEYOND EXISTING
OR PROPOSED VDOT RIGHT -OF WAY.
DETAIL TO BE USED WHEN THE COMBINED WIDTH OF
UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 7'.
PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
CONNECTING ALL ACCESSIBLE ELEMENTS OF A •
I.e__
FACILITY THAT CAN BE APPROACHED, ENTERED AND - �. H'. � 1,:�
USED BY PEDESTRIANS. .......
;_�,�%;j
* IF PEDESTRIAN ACCESS ROUTES M ARE BEING
PROVIDED, A MINIMUM, 4'TRAVERSABLE MOTH IS SECTION B-8
REQUIRED WITH A MAX. 2Z CROSS SLOPE,
WHEN USED IN CONJUNCTION WITH STANDARD 2!"'
CG -3 OR CG -7, THE CURB FACE ON THIS
STANDARD IS TO eF ADJUSTED TO MATCH
THE MOUNTABLE CURB CONFIGURATION.
T2
SECTION C -C q
COW.
APOINT OF GRADE CHANGE
x I X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
3 1 MAXIMUM DECREASE IN SLOPE FOR FIRST 101 INTERVAL AND .......
8 Y MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
SECTION D -D
'k
STANDARD ENTRANCE GUTTER
REV. 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION
20-3.0,31
SPECKAT"
MEW"
602
i. THE DETECTABLE WARNING 94ALL BE PROVIDED BY TRUNCATED DOMES.
2- DETECTABLE WARNING TO BE GLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
WITH SLIP. RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMIE "FLOOR" BY.2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL, 0
,rLTYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNING USED WITH TIE APPROVAL OF THE ENGINEER.
TYPE A
3. SLOPING SIDES OF CURB RAMP URE rT,4 RAMP PERPENDICULAR
FLOOR OR BY USINOPERWISSIB ' I E POURED 0 OZ7 YQW
L.PECORNSTRU CONSTRUCTION WITH UIRED BARS.
4., IF RMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO
W A)J)j;W FLARED IerT?AFrjPLACEMENT OF
GkSTRFLOOR, PRECAST C0MFTrS&BE CL
A-4. 'MIN
REQUIRED BARS ARE TO BE NO. 5. X 8" PLACED ?CENTER TO CENTER ALONG
BOTH SIDES OF TH,�, RAMP "FLOOR; MD -DEPTH OF RAMP FLOOR. MINIMUM 12 11 MAX_
CONCRETE COVER
CURB AND GUTTER SLn IT T£R0 CURB RAMPS
6. CURB FO
ARE INCLUDED IN PAYMENT TYPE B
CURB RAMPS.ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT WMSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITH N THE, RIGHT OF WAY OF A HIGHWAY FACLITY
CROSSES A. CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED,
OR NONEXISTENT, W CROSSWALKS
IN LAfY MUST BE LOCATED WITHIN PEDESTRIAN
AS OR AS DIRECTED BY THE ENGINEER, AND SHOULD MDT
aE LOCATED BEHIND VEHICLE STOP LINES EXISTING. L POLES FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE MUM PROVIDE A CONTINUOUS
UNOB^aTACCESSIBLE
E&STABLE, FM AM SUP, RESISTANT. PATH
MENTS OF A FACUTY THAT CAN BE ZRAWME44MI BMT
AND USED ffY PEDESTRIANS.
a. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT V 21' I1%Rj1HAN
IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND F PAVEMENT
, ME
THE CURB OPENING b
PE AT THE CONNECTION OF THE CURB OPENING IS
R T
DRAT TIE
0 THE CURB. AT XX SAME AS TOP OF CURB
B. RETE SI "3. GO K. VVIC ANNO'
TYPI all
%, RAN 0 T
THE 'It TRIESCO4 VY TRUCK TYPE C
0 C T&RCtAL
,G�
M. MRWEM TO S' _i GO (HEAVY PARALLEL & PERPENDICULAR
S
I
i
M DEPTH.
TRUCK TR , FIG) FOR CRETE
EW -12
TOP OF CUT pg, FOR (TYPICAL)
LIMITSPIP
-
cG6
PAVEMENT BEGIN WITH 45*
SUBBASE DITCH LINE ELBOW
U13GRADE
SHOULDER LINE
NOTES:
1.611 - 214' TRUNCATED DOME
CENTER LINE SECTION TRAVEL LANE$ +gay
(WITH TYPE 1 SELECT MATERIAL) 4
"�"7�
71' 5.
I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
TRENCH PLACEMENT EDGE OF PAVEMENTk\&, PAYffn FOR,
75� 7
fi PIPE To
a 0 0 0 0 00 0 0 0
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
TOE OF FILL
L
0 0 0 0 0 0 0 0 0 0 0 0 0 a
0 SELECT MATERIAL TYPE I OR X (TYPICAL)
41000 PSI IF PRECAST.
0 0 0 0 0 0 0 0 0 0 0 0 4 0 0
GEOTEXT1117 DRAINAGE FABRIC
(PLACEMENT OF CD -1 COMBINATION UNDERDRAIN)
y
3. COMBINATION CURB & CUTTER HAVING A RADIUS
SUBBASE OR CEMENT STABILIZED SUBBASE
KP
_Ta
13
iv
0 0 0 0 0 0 a 0 0 0 00.0 0 0i
OF 300 FEET OR LESS (ALONG PACE OF CURB) SHALL
FABRIC
00 0 00 0 00 0000000
LOCATED AT THIS POINT WHEN III&H SUBBASE AND SUBGRADE ME STABILIZED.
BE PAID FOR AS RADIAL COMBINATION CURB &
0 0 a 0 0 0 o 0 0 000 0,0 0
NON -PERFORATED OUTLET PIPE .3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND
SHALL BE PLACED ON A GRADE PAI
PAR TO THE SHOULDER SLOPE 2 X MIN. (3 Z
GUTTER.
TRUNCATED DOME
TYPE OF PIPE FOR. UNINERDRAIKS.THEY ARE TO BE
OUTLETS LOCATED S AS TO DRAIN INTO DROP
A W.T. I+" NOM. DIAMETER W.T. 6,, NON. DIAMETER INLETS OR MANHOLES.
PAY LIMITS
DETECTABLE WARNING
4- FGR USE WITH sTABLimo OPEN -GRADED
S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 7-V' ABOVE
DETAIL
SHEET I OF 4
DRAINAGE LAYER, THE BOTTOM OF THE CURB
8. OUTLET PIPE TO BE SEOLIRELY CONNECTED TO EW -120R OTHER: DRAINAGE
CG -12 DETECTABLE
WARNING
AND"P?* BE CONSTRUCTED PARALLEL
SZZ,11A
EX
ROAD AND BRIDGE STANDARDS
GENERAL NOTES
TO SUBBASE COURSES
REV 7/05
REVi5wN DATE
232
501
Tin
AND TO THEDEPTH OF THE PAVEMENT.
203 OS VIRGINIA DEPARTMENT OF TRANSPORTATION
S. ALLOWABLE CRITERIA FOR THE USE OF
CG -6 IS, BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
2" R
OF THE VDOT ROAD DESA GN MANUAL.
6.
N
D
7"
A A a
4
- ---
- - - - -. -
- -
THE BOTTOM OF THE CURB AND
GUTTER MAYBE CONSTRUCTED
PARALLEL TO THE SLOPE OF
V-0-1
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED
CONCRETE
THIS AREA MAY BE E
AT THE OPTION OF
SZFCNWON.
CE
COMBINATION 6" CURB
&
GUTTER
105
502
REV. 9/06
VIRGINIA DEPARTMENT OF TRANSPORTATION
=173
i. THE DETECTABLE WARNING 94ALL BE PROVIDED BY TRUNCATED DOMES.
2- DETECTABLE WARNING TO BE GLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
WITH SLIP. RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMIE "FLOOR" BY.2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL, 0
,rLTYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNING USED WITH TIE APPROVAL OF THE ENGINEER.
TYPE A
3. SLOPING SIDES OF CURB RAMP URE rT,4 RAMP PERPENDICULAR
FLOOR OR BY USINOPERWISSIB ' I E POURED 0 OZ7 YQW
L.PECORNSTRU CONSTRUCTION WITH UIRED BARS.
4., IF RMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO
W A)J)j;W FLARED IerT?AFrjPLACEMENT OF
GkSTRFLOOR, PRECAST C0MFTrS&BE CL
A-4. 'MIN
REQUIRED BARS ARE TO BE NO. 5. X 8" PLACED ?CENTER TO CENTER ALONG
BOTH SIDES OF TH,�, RAMP "FLOOR; MD -DEPTH OF RAMP FLOOR. MINIMUM 12 11 MAX_
CONCRETE COVER
CURB AND GUTTER SLn IT T£R0 CURB RAMPS
6. CURB FO
ARE INCLUDED IN PAYMENT TYPE B
CURB RAMPS.ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT WMSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITH N THE, RIGHT OF WAY OF A HIGHWAY FACLITY
CROSSES A. CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED,
OR NONEXISTENT, W CROSSWALKS
IN LAfY MUST BE LOCATED WITHIN PEDESTRIAN
AS OR AS DIRECTED BY THE ENGINEER, AND SHOULD MDT
aE LOCATED BEHIND VEHICLE STOP LINES EXISTING. L POLES FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE MUM PROVIDE A CONTINUOUS
UNOB^aTACCESSIBLE
E&STABLE, FM AM SUP, RESISTANT. PATH
MENTS OF A FACUTY THAT CAN BE ZRAWME44MI BMT
AND USED ffY PEDESTRIANS.
a. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT V 21' I1%Rj1HAN
IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND F PAVEMENT
, ME
THE CURB OPENING b
PE AT THE CONNECTION OF THE CURB OPENING IS
R T
DRAT TIE
0 THE CURB. AT XX SAME AS TOP OF CURB
B. RETE SI "3. GO K. VVIC ANNO'
TYPI all
%, RAN 0 T
THE 'It TRIESCO4 VY TRUCK TYPE C
0 C T&RCtAL
,G�
M. MRWEM TO S' _i GO (HEAVY PARALLEL & PERPENDICULAR
S
I
i
M DEPTH.
TRUCK TR , FIG) FOR CRETE
EW -12
TOP OF CUT pg, FOR (TYPICAL)
LIMITSPIP
N CONJUNCTION WITH A SHARED USE PATH,
W. WEEN 40MURS RAMPS ffHS THE WIDTH OF THE SHARED USE PATH
PAVEMENT BEGIN WITH 45*
SUBBASE DITCH LINE ELBOW
U13GRADE
SHOULDER LINE
1.611 - 214' TRUNCATED DOME
CENTER LINE SECTION TRAVEL LANE$ +gay
(WITH TYPE 1 SELECT MATERIAL) 4
"�"7�
71' 5.
C -C 0
0
TRENCH PLACEMENT EDGE OF PAVEMENTk\&, PAYffn FOR,
75� 7
fi PIPE To
a 0 0 0 0 00 0 0 0
1-7§45UM
PAVEMENT SURFACE & BASE ELBOW'LINt
TOE OF FILL
L
0 0 0 0 0 0 0 0 0 0 0 0 0 a
0 SELECT MATERIAL TYPE I OR X (TYPICAL)
I *.* 457 AGGREGATE,#$ AGMQATE OR CRUSHED
0 0 0 0 0 0 0 0 0 0 0 0 4 0 0
GEOTEXT1117 DRAINAGE FABRIC
(PLACEMENT OF CD -1 COMBINATION UNDERDRAIN)
y
0 0 0 a 0 0 00 0 0 00 00 0
Qr,
SUBBASE OR CEMENT STABILIZED SUBBASE
KP
_Ta
13
iv
0 0 0 0 0 0 a 0 0 0 00.0 0 0i
5OX 6q&$;MBgjWAMET&R
FABRIC
00 0 00 0 00 0000000
LOCATED AT THIS POINT WHEN III&H SUBBASE AND SUBGRADE ME STABILIZED.
2- TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HADD' TAMPED 70
0 0 a 0 0 0 o 0 0 000 0,0 0
NON -PERFORATED OUTLET PIPE .3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND
SHALL BE PLACED ON A GRADE PAI
PAR TO THE SHOULDER SLOPE 2 X MIN. (3 Z
V
44= M
TRUNCATED DOME
TYPE OF PIPE FOR. UNINERDRAIKS.THEY ARE TO BE
OUTLETS LOCATED S AS TO DRAIN INTO DROP
A W.T. I+" NOM. DIAMETER W.T. 6,, NON. DIAMETER INLETS OR MANHOLES.
PAY LIMITS
DETECTABLE WARNING
DETAIL
S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 7-V' ABOVE
DETAIL
SHEET I OF 4
.
MM)f TESTED ACCORDING TO ASTM D-2412 AT 5 DEFLECTION.
8. OUTLET PIPE TO BE SEOLIRELY CONNECTED TO EW -120R OTHER: DRAINAGE
CG -12 DETECTABLE
WARNING
SURFACE
SZZ,11A
EX
ROAD AND BRIDGE STANDARDS
GENERAL NOTES
REVISION DATE
REV 7/05
REVi5wN DATE
232
501
Tin
502
203 OS VIRGINIA DEPARTMENT OF TRANSPORTATION
SET TRUNK PLUMB. SEE
PLANS FOR EXACT LAYOUT
AND SPACING.
TREE TIES, SEE S
1-112" SQ. OAK
SET 180 DEGREES
APART
FINISHED GRADE
APPLY 2" OF MULCH
PLANTING AND WATER
4" COMPACTED E,
WATERING BERM
EXISTING GRADE
PLANTING PIT. SEE SF
EXACT REQUIREMENTS
SOIL, AND PLANTING
AMENDMENTS.
IREMOVE BURLAP & S
(FROM TOP 1/3 OF RC
UNDISTURBED SOI,
TREE PLANTING DETAIL
0
,I
Ln
C1 1 f Not To Scale
5EE PLAN5 FOR EXACT LAYOUT. 5PACE PLANT5
A5 5PECIfIED IN PLANT L15T OR A5 5HOWN.
ADJUST SPADING A5NECE55ARY OR A5
5U 5HRUB PLUMB. TOP Of ROOTBALL
DIRECTED BY LANDSCAPE ARCHITECT.
SHALL NOT BE MORE THAN I " ABOVE
fIN15HED GRADE
MULCH 2" DEEP IMMEDIATELY AFTER
PLANTING AND WATER�4 4 d d REMOVE BURLAP FROM TOP 1/3
THOROUGHLY, Of FOOTBALL
A' 3" TALL WATERING BERM
PLANTING FIT,
PREPARED 501L FOR 5HKUB5 0
FINISHED GRADE
.12. BALL DIA
-- - - - -
MIN;,.
501L 5URfACE ROLtGH��E) >
TO BIND NEW 501L JN -t77!77
N,
2 �SHRUB PLANTING DETAIL
C� 1 Not To Scale
1.5" OF SM -9.5A SUPERPAVE
/Z 2.5" - ASPHALT CONCRETE BASE COARSE TYPE
BM -25.0
000000OU000 0 0
0 0 0 0 0 0 0 0
0 0 0 � 0 0 /-\ 0 0 0
II 4" - VDOT #21A BASESTONE
COMPACTED SUBGRADE
MIN. CBR=6.0
TO BE FIELD VERIFIED
TYPICAL PAVEMENT SECTION FOR NEW ROADS
Not To Scale
County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans
(Handbook; pp 111.284-111-297 for complete specifications)
1. The, following items shall be shown on the plan:
LJ Trees to be saved;
Ll Limits ofelearin9 (outside dripline of trees to be saved);
Ll Location and type of protective fenqing;
Grade changes. requiring tree well-, or walls;
Lj Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
ts:
LJ All trees to be saved shall be marked with print or ribbon at a h0ightclearly visible to equipment operators.
Q No grading, shall begin until the tree marl-ing .bas been inspected .and approved by a County Inspector.
3. Pre -Construction Conference:
LJ Tree preservation.and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storalle.,
Ll Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to:be,saved,.
5. Soil Erosion and Stormwater Detention Devices:
LJ Such devices shall not adversely affect trees to be saved.
6. Fires:
LJ Fires are not permitted within 100 feet of the dripline of trees to be saved,
7 Toxic Materials;
Lj Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
Protective Fencing:
LJ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
LJ Fencing shall be in place and shall be inspected and approved by a.Courity Inspector prior to grading or construction.
0. Wells:
We
- . , , 4
LJ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10, Tree Walls -
LJ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted, for approval.
11. Trenching and Tunneling:
LJ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder.roots.
12. Cleanup:
Protective fencing shall be the last items removed.during the final cleanup.
13. Damned Trees:
LJ Damaged trees shall be treated immediately by prunink, fertilization or other methods recommended by a tree specialist.
NOTE. IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
OWNER SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (MATE}
5/1/06 Page 1: of 1
P
Q)
4
Ad ---4" 3,000 PSI CONCRETEI--0.5' 3.0, 0.5'--�
0 0 0 0 0 00 0-)C
0000000000000000C VDOT #21A BASESTONE
0,5' 0.5,
COMPACTED SUBGRADE
MIN. CBR=6.0
TO BE FIELD VERIFIED
4 TYPICAL SIDEWALK SECTION.
C11 ) I Not To Scale
Co-!
EW -12
TOP OF CUT pg, FOR (TYPICAL)
LIMITSPIP
CUT T
OLE TO
PAVEMENT BEGIN WITH 45*
SUBBASE DITCH LINE ELBOW
U13GRADE
SHOULDER LINE
COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS EM OF, PAVEMENT
CENTER LINE SECTION TRAVEL LANE$ +gay
(WITH TYPE 1 SELECT MATERIAL) 4
"�"7�
71' 5.
D
PAVEMENT 2, OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVE MID
SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 1 MIN,
TRENCH PLACEMENT EDGE OF PAVEMENTk\&, PAYffn FOR,
75� 7
fi PIPE To
LINE BEGIN WITH 4**
BEGIN
1-7§45UM
PAVEMENT SURFACE & BASE ELBOW'LINt
TOE OF FILL
L
0 L?0000 0 0
OQOO 0 Q00 0 00 a a a 0 .0 SUBBASE -12
0 SELECT MATERIAL TYPE I OR X (TYPICAL)
I *.* 457 AGGREGATE,#$ AGMQATE OR CRUSHED
: %, CLASS MEETING #8 GRADATION REQUIREMENTS.
PLAN VIEW
GEOTEXT1117 DRAINAGE FABRIC
(PLACEMENT OF CD -1 COMBINATION UNDERDRAIN)
OR
PAVEMENTSLWACE & BASE
SUBBASE OR CEMENT STABILIZED SUBBASE
-, --SELECT MATERIAL TYPE ZOR SUBGRADE
6%96a (CEMENT OR LIME STABILIZED)
41
41
GEO#57 AGGREGATE. #8 AGGREGATE OR CRUSHED
'I�
T
DRAINAGEGLASS MEETING #8 GRADATION REQUIFEMENTS.
GENERAL NOTES
FABRIC
1. UNLESS SPECIFICALLY INDICATED COMBINATION UND8;d" WILL NOT BE
LOCATED AT THIS POINT WHEN III&H SUBBASE AND SUBGRADE ME STABILIZED.
2- TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HADD' TAMPED 70
INSURE COMPACTNESS,
NON -PERFORATED OUTLET PIPE .3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND
SHALL BE PLACED ON A GRADE PAI
PAR TO THE SHOULDER SLOPE 2 X MIN. (3 Z
DESIRABLE) GRADE.
IWSBLEO
CRUSHING STRENGTH 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS TO OTHERWISE PROVIDE
TYPE OF PIPE FOR. UNINERDRAIKS.THEY ARE TO BE
OUTLETS LOCATED S AS TO DRAIN INTO DROP
A W.T. I+" NOM. DIAMETER W.T. 6,, NON. DIAMETER INLETS OR MANHOLES.
0.1031 5. ON SUPERELEVATED SECT TRENCH IS TO BE UNDER ENTIRE PAVEMENT SMOOTH WALL PVC AREA
16E
1 70 1 70 PS ),oix WITH OUTLET PIPE ON LOW ONLY.
SMOOTH WALL PE M mo( I
S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 7-V' ABOVE
INVERT ELEVATION OF VINO DRAINAGE DITCH OR STRUCTURE..
M WALL THICKNESS (MIN) WKS 7. ALL CONNECTIONS fELBOWS, BE OF THE SAW CMISHING RYES,ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO
EESAG7H AS THE OUTLET PIPE.
.
MM)f TESTED ACCORDING TO ASTM D-2412 AT 5 DEFLECTION.
8. OUTLET PIPE TO BE SEOLIRELY CONNECTED TO EW -120R OTHER: DRAINAGE
STRUCTURE.
XVMT
STANDARD COMBINATION UNDERDRAJN
SZZ,11A
EX
ROAD AND BRIDGE STANDARDS
(AT LOWER END OF CUTS)
YIRGNNA DEPARTMENT OF TRANSPORTATION.
REVISION DATE
SHEET I OF 1
REVi5wN DATE
232
501
Tin
TpB,{T:N
4" Class A3 Concrete
5 PAVED FLUME SECTION
C11
CP -2
I"
PAVEMENTNCO, OUTLET PIPE
TS OF PAY FOR
!
SUBBASE TOP OF CUT
SUBGRADE TOE(w FILL
+
COMBINATION UNDERDRAIN,
DITC SHOULDER LINE
U, EDGE OF PAVEMENT
A
COMBINATION UNDERDRAIN CD -2 ON FILLS
TRAVEL LANES
CENTER LINE SECTION P - i- - - - - - - I
(WITH TYPE (:SELECT MATERIAL)
EDGE OF PAVEMENT
T_ SHOULDER LINE
TRENCH PLACEMENT
D45
�_`41-�"TOE TOE FILL.
PAVEMENT SURFACE i. BASE
SUBBASE LIMITS OF PAY FOR
OUTLET PIPE
-SELECT MATERIAL TYPE IORK PLAN VIEW SHOWING PLACEMENT OF
CD 1 UNDERDRAIN
AGGREGATE OR CRUSHED
MATION REQUIRElENTS,
NON -PERFORATED OUTLET PIPE
I -PAVEMENT SURFACE & BASE
0Qz:�� SUBBASE OR CEMENT STA
P 00 Q 0 �0�o�o %0 a 0 BILIZED SUBBASE
P. 0 0 a 0 0 0 0
SELECT MATERIAL TYPEZOR SUBGRADE
(CEMENT OR LIME STABILIZED)
#57
I
. , s . , # AGGREGATE OR CRUSHED
GEOTEXT GLASS MEETING ob'GRADATION REWREMENTs.
TYPE OF WE
CRUSHING STRENGTH
I
IXW.T.W,1NOKDh.WTERIX.WT. 6" NOM,
SMOOTH WALL PVC .103
SMOOTH WALL PE
70 PS! )(xx 1 70 PSI )(MR
X WALL THICKNESS (MIN) - INCHES
)00< TESTED ACCORINNG TO. ASTM D-2412 AT 6 X DEFLECTION.
ME
P
FABRIC
GENERAL NOTES
L TRENCH SHALL BE FILLED, WITH AGGREGATE AND THROUGHLY MANE) TAMPED TO
INSURE COMPACTNESS.
AP . PROACH SLAB
D
PAVEMENT 2, OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVE MID
SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 1 MIN,
DESIRABLE) GRADE.
BRIDGE
A SUBBASE 3. ON CURB AND GUTTER SECTIONS. WW IT IS IM NYSSIBLE TO OTHERWIASIE PROVIDE
CD -2
Cp 3
To LOCATED
OUTLETS FOR THEY BE INTO DROP
So AS To CRANI
INLETS OR MARiHX7LES.
GATEE
T YPE S
SYLE N0, 28t MIN!WW
4. ON SUPERELEVATED SECTIONS TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA
WITH OUTLET PIPE ON LOW iVi ONLY,
5. INVERT ELEVATION AT OUTLET END. OF OUTLET PIPE TO BE A MINIMUM OF T -O' M30VE
INVERT ELEVATION OF RECEIVIING DRAINAGE DITCH OR STRUCTURE,
PLACEMENT Or CD -2 UNDERDRAIN
AT 6. ALL CONNECTIONS RYES, ETC.) WITHIN PAY UNITS FOR OUTLET PIPE ARE TO
BRIDGE APPROACH SLABS
STRENGTH
BE OF THE SAME AS THE OUTLET PIPE.
7. OUTLET PIPE TO BE SECURELY CONNECTED TO, E*-12OR OTHER DRAINAGE
STRUCTURE.
SRECIFICATIO
REFERENCE
STANDARD
COMBINATION UNDERDRAIN
XV=T
ROAD AND BRIDGE STANDARDS
232
W
(AT GRADE SAGS AND BRIDGE APPROACHES)
REVISION DATE
OF I
SHEET I I _1
701
VIRGINIA DEPARTMENT OF TRANSPORTATION
108.05
SHIMP >
Lic.po; J�6183
X�
Mill &resu
IZ'min
�6' min..
1.5" min.,
S,aw-cut existing pavement
to the full depth of asphalt
Asphalt Concrete Surface. Material*:
.Mil.1 �&. resurface'
7,5n. total asphalt
concrete pavement,
depth° or equal to
the depth of existing,
asphalt concrete,
whichever is greater
Sub -base course depth,
,shall, be 10' or equal to,
depth of existing sub-basp,-
whichever is'greater
Asphalt Concrete Surface Material:
Sika 45A for APT < -10,000
SM -9.5D for ADT > 10, 0 00
The district a.drninistrators designee shall determiin'e'th e'
restoration re'qu,irements for other pavement types.
Trench width and pipe bedding shall be in
accordance with VIDOT Std. PS -1
A7**: 1.2 inches minimum beyond the etre ofthe_ trench
on longitudinal open cuts, or. 25 feet minimum beyond.
th e1rench centerline on perpen dicular open cuts,, oras
determined by the district acinninisttator's designee.
Date: August.27, 2014
arial
Select. M - pe] wit
Ty h minimum CBR - 30
I I I I - te , - .,,
Class I backfill material, in accordance
with ,Set I tion 302 of the Road' and Bridge
Spec"ifications
No. 26 or27aggregate pipebedding" in
accordance with Sections;,1205 & 302 of
the Road and, Bridge Specifications
peci ifications
Not to Scale
DUNBAR MILKY WILLIAMS
PITTMAN& VAUGHAN, PLLC
CONSULTING STRUCTURAL ENGINEERS
110 THIRD STREET NE
CHARLOTTESVILLE, VA 22902
434-293.5171 F.434.977.5191
RAILING BY RETAINING VVALL SCHEDULE Cj M C-11 M
W LU C�
Ga
OTHERSII
DIMENSIONS REINFORCING
ri-3 LU
�11311 11C �,W LU
2 Hw "D"BARS "U'PARS "M" BARS "0" BARS `P" BARS
0' O T -Q QI-T 11-V 2�6" #4 0- 18` (4) - #4 ---------- #4 18 " #4 § 18
:J I MAX, SLOPE
Lj 4�-(]", 6'-0` V-1 2�O" 3'-11 " #4 C6 18 ---------- 18"
(5) - #4 #4 Q #4 @ 18"
13�011- 81-01, 1 A" 5'-0" 7 �-2 #5 Ca) 18 (6) - �5 #4 10" #5 @18 #4 @ 9"
2"
CLR
CO
"M" BARS (VERT)
NOTES: z
oo
#4 AT 12" 1. CONC: 3000 PSI AT 28 DAYS,
of
(HORIZ) 2. REINF: GRADE GO.
3. MAX SOIL BEARING PRESSURE= 2000 PSF (ASSUMED). 0
0 <
4. PROVIDE ?r'/ALL CONTROL JOINTSAT 20�0" MAX. z Uj
#67 STONE BACKFILL 0
(FULL HEIGHT) Lij
< (D
ry
<
:5
LLJ
"0" BARS C)
4" DIA PERFORATED (DOWELS) co
lly
DRAIN ENCASED IN #11 Q, 0
CRUSHED STONE <
%AIRAPPED IN FILTER C) LL -
FABRIC. DRAIN! TO C:)
SUITABLE OUTLET D" BARS
(SEE DETAIL A)
2" CLR— F
"P" BARS 2
1" BARS LU
DETAIL A
CONT W
DATE: 080,612015
Yfi -40
DMWPVJOB NUMBER: 1500
vs
I J�`
SHEET NO:
ttephen 0, Batter
C, -J
j
1T
:S1lHI
MP
Lie.�.4V83
cx
�^ W.
Horizontal and vertical surfaces
1,27 Bench
zp
-2" Bench
sh.alfbe tackedw.ith.RC7250 liquid
Min
-,-4,
Z� zz L-�
Min.
asphalt at arate of 0.1 per
NOTES:,
gallon
SY,,oras determined,by the
Z=
district administrators designee
Asphalt Concrete Surface Material:
Sika 45A for APT < -10,000
SM -9.5D for ADT > 10, 0 00
The district a.drninistrators designee shall determiin'e'th e'
restoration re'qu,irements for other pavement types.
Trench width and pipe bedding shall be in
accordance with VIDOT Std. PS -1
A7**: 1.2 inches minimum beyond the etre ofthe_ trench
on longitudinal open cuts, or. 25 feet minimum beyond.
th e1rench centerline on perpen dicular open cuts,, oras
determined by the district acinninisttator's designee.
Date: August.27, 2014
arial
Select. M - pe] wit
Ty h minimum CBR - 30
I I I I - te , - .,,
Class I backfill material, in accordance
with ,Set I tion 302 of the Road' and Bridge
Spec"ifications
No. 26 or27aggregate pipebedding" in
accordance with Sections;,1205 & 302 of
the Road and, Bridge Specifications
peci ifications
Not to Scale
DUNBAR MILKY WILLIAMS
PITTMAN& VAUGHAN, PLLC
CONSULTING STRUCTURAL ENGINEERS
110 THIRD STREET NE
CHARLOTTESVILLE, VA 22902
434-293.5171 F.434.977.5191
RAILING BY RETAINING VVALL SCHEDULE Cj M C-11 M
W LU C�
Ga
OTHERSII
DIMENSIONS REINFORCING
ri-3 LU
�11311 11C �,W LU
2 Hw "D"BARS "U'PARS "M" BARS "0" BARS `P" BARS
0' O T -Q QI-T 11-V 2�6" #4 0- 18` (4) - #4 ---------- #4 18 " #4 § 18
:J I MAX, SLOPE
Lj 4�-(]", 6'-0` V-1 2�O" 3'-11 " #4 C6 18 ---------- 18"
(5) - #4 #4 Q #4 @ 18"
13�011- 81-01, 1 A" 5'-0" 7 �-2 #5 Ca) 18 (6) - �5 #4 10" #5 @18 #4 @ 9"
2"
CLR
CO
"M" BARS (VERT)
NOTES: z
oo
#4 AT 12" 1. CONC: 3000 PSI AT 28 DAYS,
of
(HORIZ) 2. REINF: GRADE GO.
3. MAX SOIL BEARING PRESSURE= 2000 PSF (ASSUMED). 0
0 <
4. PROVIDE ?r'/ALL CONTROL JOINTSAT 20�0" MAX. z Uj
#67 STONE BACKFILL 0
(FULL HEIGHT) Lij
< (D
ry
<
:5
LLJ
"0" BARS C)
4" DIA PERFORATED (DOWELS) co
lly
DRAIN ENCASED IN #11 Q, 0
CRUSHED STONE <
%AIRAPPED IN FILTER C) LL -
FABRIC. DRAIN! TO C:)
SUITABLE OUTLET D" BARS
(SEE DETAIL A)
2" CLR— F
"P" BARS 2
1" BARS LU
DETAIL A
CONT W
DATE: 080,612015
Yfi -40
DMWPVJOB NUMBER: 1500
vs
I J�`
SHEET NO:
ttephen 0, Batter
C, -J
j
1T
:S1lHI
MP
Lie.�.4V83
cx
450
445
440
435
430
425
420
415
410
405
400
395
1 2 3 4 5 6 7 8 9
9+50
10+00
450 _
445
440
435
430
T
425
420
1 :
415
410
405 --
409+
10+50 11+00 11+50 12+00 12+50
10+00 10+50 11+00 11+50
SANITARY SEWER PROFILE; 3 THRU 3B
SCALE: HORZ: 1"=30' VERT:1 ”=10'
13+50 14+00 14+50 15+00
SANITARY SEWER PROFILE: 1 THRU 8
SCALE: HORZ: 1"=30' VERT:1 "=10'
445
440
435
430
425
420
41
450
445
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j 440
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440
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410
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409+
10+50 11+00 11+50 12+00 12+50
10+00 10+50 11+00 11+50
SANITARY SEWER PROFILE; 3 THRU 3B
SCALE: HORZ: 1"=30' VERT:1 ”=10'
13+50 14+00 14+50 15+00
SANITARY SEWER PROFILE: 1 THRU 8
SCALE: HORZ: 1"=30' VERT:1 "=10'
445
440
435
430
425
420
41
450
445
E
j 440
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A
435
I
430
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420
415
410
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400
395
15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
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f
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--------- -
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O-)
----- - - - -
---- ----- - V)
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-------------9+50
9+50 10+00 1050 11+00 11+50
4 WATERLINE PROFILE: LIBERTY HILL COURT
C14 SCALE: HORZ: 1 "=30' VERT:1 "=10'
445
440
435
430
425
420
12+0015
9+50
10+00 10+50 11+00 11 +5U
3 WATERLINE PROFILE: FREE
C14 SCALE: HORZ: 1"=30' VERT:1 ”=10'
I Z+UU I Z+SU I�+UU 'I 6+UU -i 4+UU «I 4+5U 1 b+UU 15+bU 16+00 16+50 17+00
;IVE
17+5b ”
430
425
420
415
410
405
400�—�
Sf5O
10+00 10+50
40
425
420
415
410
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_J
400
11+00
�T/��k� ��[UU[� O��l[||[. �� TU�U [}��
`�|L�|\|V| `JL-YYL-|\ PROFILE: L}�� ||||\il L)`J��
455
450
445
440
435
430
425
420
415
410
405
An
450
430
425
//-tou
1/--rvo '^''°^ '` ~` '-'--
STORM S[UU[D PROFILE:
Pq TURU C8
1"=1O'
455
455
450
450
445
445
4401'
440
435J5
4
43O
-�3U
Sf5O
lUfUU |U+�U
S[UU[[}
STORM
[1 TUDU
PROFILE:
[2
SCALE: HDRZ 1"=30' YERT1^=1
455
450
445
440
435
40
425
420
415
410
405
5[[
445
440
435
430
425
420
415
410
405
400
10f00 10f50 11f00 11f50
(__S�STORM SEWER PROFILE: Al THRU A4
435
435
SCALE: H0RZ: 1"=30VERT1^=10'
430
425
40
415
445
440
435
430
425
420
415
10f00 10f50 llfUU ||+DUI
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�|UK|V| JLVY[K ��U||LL. �JD |UK�� UJ|
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445
440
435
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425
420
415
410
405
400
445
440
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430
425
SCALE: HORZ: 1"=30VERT1"=10'
420
�U5
STORM
SEWER
PRU[|LL. El TU[U
E3-
GOOD FOUNDATION MATE RiAL ROCKY FOUNE)ATION MATERIAL
INITIAL BACf<,F
BE DID 4 1, 1 173
:"TABLE: _2:,L 1
at
V91 I FE" AND P,UG-115
7—
TT
IR A p E : HE ECt 07� THE
S 1,
T R E NIOVE Al
NC, H,
L
STONE3 F13 �INSIJR_ TH' PIPE 0_113'LSNN417
- -CK
PTST I 0�,I RV
AN -0
THEN _MPA� T THE 5 0
A 4" B E D D I G
t -
468 STC-it'111.
6"R
3. i
14
FOUNDATION IN POOR SOIL,
UNDFR CUT
CONDITION
%R'N"_4 41UN
p.
NEW
8*
4_11.11�4
13 L.
10�'
N-3' V -O-' 21
i
1 3 3
353
3'-g" 5'-3 2*
JN5TAEI
INIfTIAL C? A.. _F -I'_-_'-1"""
#E,.E' Toij F
A S�
-LArn FNA,
13'�1 NCSA
ROV ED-
STABLI'�
T-
N-0
SHALL E. E Ai s -YWED', WITH,'IN E 's
HE WATE,P LiN
24' OF
ROCKS I ,
-KS LARGER TFiAN 6' IN ANY DtME:NiS01,1 SHALL Esc ALUDWEEI
AiROVE TH"' "NI 'Al- BACKFII ;
J S) -,'� A L L B E F L.,,',! C E D AN D 0 1V. AC- T E'D I LF T S,
-j,Tj,jE LNPDAL. SACKNI-L
4C'R G,:4 I'- C 0 R k:1 Z E N '?vAA T E R I A L Ct P, _D E B R 1 S S H A I- L E� E A L LOWEE D
4N THE TRENCI
G UT A S E
BEID lj+-.� ES
SHALL SE DLk Ot IN ALL
DUCTILE IRON. WATER
PIPE INS TALLA-1-10t",1 BEDDING
C jc�i- ACI 1--lD !Ly
3.ja IC --LL: AL
1AA1r VF
AH'i
TYPICAL SERVICE LATERAL INSTALLATION
NTS
FIG. IN- 6
FOR
ALL BF,"IDS, FOR
V91 I FE" AND P,UG-115
7—
TRf:N1*1__ji TO
_
' _ 1-2- 2'-0- 1 Ile
4' 6-1 V-ez
NZI
A C Q M IM 0 DA
11 1/4'
__j
—n
2. 0 ID 2,1
IN.
k�
6"R
3. i
14
U.3;'
14tim
SECTION 1
INGS
SECTION 2
CHIA
C
A t,V
INI�'E A•^•,',;Af W
�,l fA� POUR,_0 C,,N AtOf ARF �__'l DIE �Offig,
3 11D fH'VER"ir'y FmE Tpr, F, El".-
AllFHqUSI. CK
CONCRETE Tf-ARUST BLOCKS
FOR BENDS 8" & SMALLER
USE STRAP ON BEND WITH
ANCHOR BOLT ON CENTER LINE
OF BEND,
FOR BENDS 10" THROUGH 12"
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS.
FOR 18" BEND USE 3 STRAPS
AS SHOWN.
USE BRACING
ON ALL PIPE
<
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND
OF, fl. 1: 1-, BENI-,'
V91 I FE" AND P,UG-115
7—
LL
_
' _ 1-2- 2'-0- 1 Ile
4' 6-1 V-ez
A�
ou i' �s u. I "-1
11 1/4'
__j
—n
2. 0 ID 2,1
IN.
12'
3.� 16
4 2.
3. i
14
U.3;'
V_B' 3'_3' 3'-0' 4'-6" 2 1/2'
DRAIN TO GRADE
IF POSSIBLE
&A 3
MIN.
8*
4_11.11�4
13 L.
10�'
N-3' V -O-' 21
i
1 3 3
353
3'-g" 5'-3 2*
RUSHED STONE
co
u
E
E
4' - e S -V W -O' S-CrI 3'-3 V -x 2 1/4-
Q�
E
3-
CHIA
C
A t,V
INI�'E A•^•,',;Af W
�,l fA� POUR,_0 C,,N AtOf ARF �__'l DIE �Offig,
3 11D fH'VER"ir'y FmE Tpr, F, El".-
AllFHqUSI. CK
CONCRETE Tf-ARUST BLOCKS
FOR BENDS 8" & SMALLER
USE STRAP ON BEND WITH
ANCHOR BOLT ON CENTER LINE
OF BEND,
FOR BENDS 10" THROUGH 12"
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS.
FOR 18" BEND USE 3 STRAPS
AS SHOWN.
USE BRACING
ON ALL PIPE
<
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND
PIPE
SIZE
A oD E F
B_Z_r
LL
_
' _ 1-2- 2'-0- 1 Ile
4' 6-1 V-ez
Date
(22.5° FOR COMPOUND METER)
�V-3' S-0- 2'-6' 2'�-6" 1 1/4"
11 1/4'
le
W -W S-9- 2-13' 2'-W 3'-C" 2'
IN.
12'
-9— -s;-2'-3" S_6' 27
-0- 47--3- X-C'
BRASS OR BRONZE PIPE VALVE
19'
V_B' 3'_3' 3'-0' 4'-6" 2 1/2'
DRAIN TO GRADE
IF POSSIBLE
4' - 6' 2'- 1 ile
MIN.
8*
S -G' 4'-3 2,' 1
22 1/2'
10�'
N-3' V -O-' 21
0
U
12*
3'-g" 5'-3 2*
RUSHED STONE
co
u
E
E
4' - e S -V W -O' S-CrI 3'-3 V -x 2 1/4-
E
E
3-
E_
1
11-1. F77 -6r3 -0' 4!-3- 5-�Cr 2 1/4?'
(1)
12,
V-0 2 1/2'
-03' 3"5
v 9-0 3-
:13
So
16-10"
'- 11'- S-9' 5* -0 7'-3" 2 1 2*
v
COVER LIFT NOTCH
12 3/8 -
WATER
CAST IRON LID
NOTES:
(1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
?.IN My NDING
TYPE OF STRUCTURE
2" MAX.- 1 2';-0"
FLAT SLAB TOP UNIT
TYPICAL METER BOXES
(5/8"-1" METERS)
MH -1 FRAME
AND COVER
INTEMOCK SHALL RE PROVIDED By
I- DIAMETER HOLE ww OvL gkm
OR OTHER VDIDT ROVED
FOR 4 STEEL DOWELS.
CENTERS TO BE 180' MART.
SEE NOTE S.
x SPACER UNIT
loe (AS REQUIRED)
2'-O"
FSTEPS
(AS REO'D.)
>
CHART FOR UPPER
VERTICAL BLOCKING
CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT
NOTES: ADDITIONAL INFORMATION ON SPACER MON ARE
.ALSO jj!O KNOWN AS
REQUIREMENTS, -W' (LIN, FT. FOR UNITS SHOWN
i. SEE GENERAL MOM F 110RADE RMS" OR
mz&M07. WHEN SPACER UNITS AM REQUIRED, "RI IS TO BE
2. ALL SP MEASURED FROM THE TOP OF THE UPPERMOST SPACER-
Tffl UNITS, FLAT SLAB TOPS, AM TAPER UNITS
Er
ARE IN ACCORDANCE WITH THE REQUIREMENTS S. SPACER UNIT IS TO BE DOWELED OR MORTARED TO
OF PASHTO MM. TAPER UNIT OR FLAT SLAB TOP.
3. CONCRETE SHALL BE 4000 PSI.
4. FOR STEP DETAILS SEE STANDARD STI.
5_01MENSIWIS SHOWN AM MINIMUM. ACTUAL DIMENSIONS
MAY VARY WITH MANUFACTURER.
,WuuMTE"NUE j
ROM AM EIRIDW SlTANDARDS__ STANDARD PRECAST MANHOLE TOP UNITS 1115
SHEET I OF I REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302
DTH = DIM.
-IICKNESS 0
TRAP
7
ANDARD HE
1 1/4" THk
PLATE W,
3" THREAD
1" NOMINAL INSIDE
DIAMETER EXTRA
STRONG STEEL PIPE
SECTION
1
NOTE,• STANDARD 90' HOOK ON END OF ANCHOR
BOLTS TO FACE CENTER OF BLOCKS,
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
44" MIN.
NOTES
1, PROVIDE A Q" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8'
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED, WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (2" METER)
NTS
FIG. W -7C
NOTE: HYDRANT MUSI- BE
P 1z
E, UIP CHARLOTTES -
VII ILL THREADS WH1CH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN
AL 2 0'—
(2 0
1—VALVE 1301"'
/ CU, 1 18'
468 STO
3
6�GATI
V 6'MIN 'IvF
81 x 6
TEE
2500 P.S.I. CONCRET -A
q
BASE AND THRUST
BLOCK AGAINST
UNPISTURRFE) STAPtF
SOV
I
STEEL PILE -
1 3/4' THREADED RODS TO
WHEN THE SOI-
WHE IS DISTURBED OR iMAIN IN' ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS S!IA;! BF GAIVAN17FD
TI
-
HE VALVE TO THE 23/4�
E HYDRANT WITH OR ASPi [A! F COATFD
TIIRFADFD IN AE)DITION To POIRING
I
CONCRFTF. IF N-C-17SSARY, A -IM
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEF
EP REE or CONCRETE.
2. MAINTAIN A ?' MiN. COVER FROM THE
Vi/IF TO T1IF FIRE HYDRANT
THE Fl r 'A - AND
3. FINISHED "RADI. �HAII_ .510PF AWAY FROM HE H�)F� N1
iINCLUDING DITC! ES
VALVE BOX,
4. THE GATE VALVE IS ALLO',AtFD IN SHOULDER OR BEHIND TWIG- DITCH.
NOf ALLOWED IN THE 'DITCH.
11' is
'5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHE;",L WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REOURED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
HYDRANI :;HALL lit PUNIPH-) DHy
PLUGGED AND DHL
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
FRAME & COVER
(SEE FIG. S - I - D,E)
SLOPED AREA
_j
J..
LL
Date
(22.5° FOR COMPOUND METER)
03/10 2015
AIR RELEASE VALVE
ky
E
IN.
C16 OF 22
BRASS OR BRONZE PIPE VALVE
DRAIN TO GRADE
IF POSSIBLE
37*
MIN.
I.
BRICK SUPPORTS OR
0
U
12' MIN, WINGNUT LOCKING ASSEMBLY
E
RUSHED STONE
co
u
E
E
-\,—TYPE "K' SOFT
E
E
COPPER
0� 1 :5
0m n
1
CORPORATION STOP
(1)
0
BYPASS
So
L) ��
_0
E
1) A P ON LID, OR APPROVED
RECAST MANHOLE CONE AND COVER WITH WATER CAST
NOTES
1, PROVIDE A Q" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8'
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED, WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (2" METER)
NTS
FIG. W -7C
NOTE: HYDRANT MUSI- BE
P 1z
E, UIP CHARLOTTES -
VII ILL THREADS WH1CH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN
AL 2 0'—
(2 0
1—VALVE 1301"'
/ CU, 1 18'
468 STO
3
6�GATI
V 6'MIN 'IvF
81 x 6
TEE
2500 P.S.I. CONCRET -A
q
BASE AND THRUST
BLOCK AGAINST
UNPISTURRFE) STAPtF
SOV
I
STEEL PILE -
1 3/4' THREADED RODS TO
WHEN THE SOI-
WHE IS DISTURBED OR iMAIN IN' ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS S!IA;! BF GAIVAN17FD
TI
-
HE VALVE TO THE 23/4�
E HYDRANT WITH OR ASPi [A! F COATFD
TIIRFADFD IN AE)DITION To POIRING
I
CONCRFTF. IF N-C-17SSARY, A -IM
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEF
EP REE or CONCRETE.
2. MAINTAIN A ?' MiN. COVER FROM THE
Vi/IF TO T1IF FIRE HYDRANT
THE Fl r 'A - AND
3. FINISHED "RADI. �HAII_ .510PF AWAY FROM HE H�)F� N1
iINCLUDING DITC! ES
VALVE BOX,
4. THE GATE VALVE IS ALLO',AtFD IN SHOULDER OR BEHIND TWIG- DITCH.
NOf ALLOWED IN THE 'DITCH.
11' is
'5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHE;",L WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REOURED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
HYDRANI :;HALL lit PUNIPH-) DHy
PLUGGED AND DHL
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
FRAME & COVER
(SEE FIG. S - I - D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
0" MAX
04-
j i
RUBBER COATED STEEL
STEPS CAST IN PLACE ¢I t 3' 0" MIN
PRECAST REINFORCED
CONCREFF SECTIONS ejv 12" MIN
"O" PING SEALS 4 16" NIAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M. H, 5 4'- 0"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET
CONCRET VARIES
DEPTH OF FLOvV
FILLETS
CHANNEL
3/4 DIANAI
CC)NTRIBUTII\jG
S EV,E R.
4—
A FILLETED INVERIR A SViOOT
TRANSITION OF FLOW BFTV&EI'Ik
14_
ILILET & OUTLET PIPE SHALL BE
PROVIDED. MIN. 6" R EDDINC,
NOTE W/ NO. 6L3 STONE
I. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL Bi-
SPECIFICALLY' DETERMINED BY THE CONSULTANT 1`019-1E SOIL CONDITIONS,
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON - EXTENDED BASES.
33 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO SE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
`HnWINI(-, RRANICH TIF - IN
_j
FINISHED GRADE
LL
Date
03/10 2015
AIR RELEASE VALVE
ky
E
BRONZE GATE
C16 OF 22
BRASS OR BRONZE PIPE VALVE
DRAIN TO GRADE
IF POSSIBLE
E
I.
BRICK SUPPORTS OR
0
U
SOLID CEMENT BLOCKS
E
RUSHED STONE
co
u
E
E
-\,—TYPE "K' SOFT
E
E
COPPER
0� 1 :5
0m n
1
CORPORATION STOP
(1)
0
NOTES:
So
L) ��
_0
E
1) A P ON LID, OR APPROVED
RECAST MANHOLE CONE AND COVER WITH WATER CAST
EQUAL, SHALL BE USED.
-�nU-
C)
2) FOR WATERLINES SMALLER THAN 1-2!' USE A V' A.R.V. AND FITTINGS. FOR WATER
CO
=3
Cn
LINES 12" AND LARGER USE 2" A,R,V. AND FITTINGS,
TH
3) IN SITUATIONS WHERE THE A.R.V, ASSEMBLY CANNOT BE OFFSET FROM E MAIN AN
ILI
0
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
0
THE MANHOLE CONE.
Ica
AIR RELEASE VALVE (ARV)
CD
NTS
FIG. W-9
TO -17
STREET SURFACE OR
NON -PAVED AREA
0" MAX
04-
j i
RUBBER COATED STEEL
STEPS CAST IN PLACE ¢I t 3' 0" MIN
PRECAST REINFORCED
CONCREFF SECTIONS ejv 12" MIN
"O" PING SEALS 4 16" NIAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M. H, 5 4'- 0"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET
CONCRET VARIES
DEPTH OF FLOvV
FILLETS
CHANNEL
3/4 DIANAI
CC)NTRIBUTII\jG
S EV,E R.
4—
A FILLETED INVERIR A SViOOT
TRANSITION OF FLOW BFTV&EI'Ik
14_
ILILET & OUTLET PIPE SHALL BE
PROVIDED. MIN. 6" R EDDINC,
NOTE W/ NO. 6L3 STONE
I. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL Bi-
SPECIFICALLY' DETERMINED BY THE CONSULTANT 1`019-1E SOIL CONDITIONS,
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON - EXTENDED BASES.
33 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO SE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
`HnWINI(-, RRANICH TIF - IN
uj
uj
tj
z
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" V MIN
BRANCH
NOTE
FLEXIBLE CONNECTION -j
WITH STAINLESS) STEEL ALL CONNECTIONS TO
BAND EXISTING MANIFIOLES SHALL
BE CORED AND A FLEXIBLE
uj
_j CONNECT!( --)N BOOT
INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE IN
SEVIER SERVICE LATERAL CONNECTION NOTES:
'oE A SF .ER SERV CE -ATERA.- A
A\J i \K) 11V 'I II' AIIQN I k 1VAO I A 'RAI
IKF"ICATF0 , TIE [`;_'�C..INN) E_.EVATF1N CF THE
--
I -RAL PIPE SHA -L ��.F A- LEA -T 0.2' HIK-117_�� T-IAIII HE
U I- MANHOLE,
AN FX'5,( Ev'iEq
lil Plilli II I. 1, A PI k I A "I I
SEWER QONNECT011 SHALL
1. ALL ",EviEk H.!E A W\41NIL1111,11 to .-I?. DA11_1IE_._R m \1
',F 4�'�
I Al HAVI 0:)�V F,
�)
FEET,
MALT
T:tH_A_ED
2 x 4
::INISI-ED GROU\10
MA:ZKER
DLU�' END --F—�_
RAIN _ISE SECTION SZVICz LATERA_
IN L \I INYE TE
PLAN
VA 7R E:S — I
;EWER SERVICE LATERAL CONNECTION
f M
1 "
:� HiDS r„
ti 1 -D
YMARKER, MAY 8f,
fl�G��IVAY Di_ -PAZ fNI'l-l-NIF 2�,,PPEQVAL,
IoATER-
TlkBIAL VAI.VL 130% 'A'/ 11D
V... A f I V E
I>
.. ..... .....
C E
2`x
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-
uj
uj
tj
z
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" V MIN
BRANCH
NOTE
FLEXIBLE CONNECTION -j
WITH STAINLESS) STEEL ALL CONNECTIONS TO
BAND EXISTING MANIFIOLES SHALL
BE CORED AND A FLEXIBLE
uj
_j CONNECT!( --)N BOOT
INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE IN
SEVIER SERVICE LATERAL CONNECTION NOTES:
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A\J i \K) 11V 'I II' AIIQN I k 1VAO I A 'RAI
IKF"ICATF0 , TIE [`;_'�C..INN) E_.EVATF1N CF THE
--
I -RAL PIPE SHA -L ��.F A- LEA -T 0.2' HIK-117_�� T-IAIII HE
U I- MANHOLE,
AN FX'5,( Ev'iEq
lil Plilli II I. 1, A PI k I A "I I
SEWER QONNECT011 SHALL
1. ALL ",EviEk H.!E A W\41NIL1111,11 to .-I?. DA11_1IE_._R m \1
',F 4�'�
I Al HAVI 0:)�V F,
�)
FEET,
MALT
T:tH_A_ED
2 x 4
::INISI-ED GROU\10
MA:ZKER
DLU�' END --F—�_
RAIN _ISE SECTION SZVICz LATERA_
IN L \I INYE TE
PLAN
VA 7R E:S — I
;EWER SERVICE LATERAL CONNECTION
f M
1 "
:� HiDS r„
ti 1 -D
YMARKER, MAY 8f,
fl�G��IVAY Di_ -PAZ fNI'l-l-NIF 2�,,PPEQVAL,
IoATER-
TlkBIAL VAI.VL 130% 'A'/ 11D
V... A f I V E
I>
.. ..... .....
C E
2`x
BLOC
v
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Date
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Scale
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Date
03/10 2015
Scale
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File No.
13.040