HomeMy WebLinkAboutSUB201500111 Plan - Approved Road Plan and Comps. 2016-05-31EXIST
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NEW
DESCRIPTION
165TC»
125TC
TOP OF CURB ELEVATION
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SPOT ELEVATION
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TOP OF WALL ELEVATION
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BOTTOM OF WALL ELEVATION
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BENCHMARK
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STORM SEWER
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ROOF DRAIN
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SEVER UNE
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WATER UNE
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OVERHEAD ELECTRIC WIRE
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ADJACENT PROPERTY LINE
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1. THE SI:ZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
ROAD FLAN5 f0K
APPROVED
by the AlbQrnarlp County
Community �Tepartment
CHE5TE-RfIELD LANDING Date
TAV
U 5G, FARCEL5 ~�~�� `�~�~ AND ~
WHITE HALL DAL15EMARLE C VIRGINIA
VICINITY MAP
SCALE: 1 w=2 000'
SANITARY EASEMENT
---------
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GRADING EASEMENT
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DRAINAGE EASEMENT
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UllL[TY EASEMENT
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WATER EASEMENT
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19
HANDICAP PARKING
1. THE SI:ZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
ROAD FLAN5 f0K
APPROVED
by the AlbQrnarlp County
Community �Tepartment
CHE5TE-RfIELD LANDING Date
TAV
U 5G, FARCEL5 ~�~�� `�~�~ AND ~
WHITE HALL DAL15EMARLE C VIRGINIA
VICINITY MAP
SCALE: 1 w=2 000'
oil
51ROMMIN WAINKI nefflip,
FIRE OFFICIAL
BUILDING OFFICIAL
TH
TIN M. SHIMP
Lic /14�5 18 3
PROPERTY INFORMATION U017
DEVELOPER/ CONTRACT PURCHASER: SAO
3M CHARL0TTESNLLE, LLC
200 GARRETT ST, SUITE B
CHARLOTTESVILLE, VA 22903
LEGAL REFERENCE: DB 4070 PG 348
����� �%8U���������
��""=���^�~*nn�"°"��"°.
TMP 56-36 ----'--- 18-43 Ac
fTMP 56-30A ------- 3.10 Ac
fTRANSFER FROM 56-35 ... 1.12 Ac
DEVELOPMENT LOTS .............. 11.57 Ac
OPEN SPACE
BUILDABLE . 1.07 An
NOT BUILDABLE ................ 7.03 Ac
(3.06 AC TO PARK
TOTAL DEVELOPMENT AREA - 20.93 Ac
R-1 DEVELOPMENT DENSITY CALCULATION:
Standard DonnMv = 0.97 DUA
Bonus Factor 13.4.1 = 5%
00
Bonus Factor 13A.2 = 25% CD
Total Bonus Density Factor 30% .0,291 DUA
Maximum Density Allowed 1.261 DUA
Permitted Density = Development Area X Max, DonoUv
= 20.93 AC X 1.251 DUA = 26 Units
Note 1: A 5% is allowed for provision of significant landscaping in the form
of street trees with o permanent easement.
Note 2: A 10% bonus factor is allowed in 000Ordono* with Section 13.4.2 of
the Zoning Ordinance for serving |nta with on 'internal road system which is
the sole nocoon to the existing state- maintained road system. A 15% bonus
factor is allowed for dedication of land to the County parks system.
������� K��������N����K����
�������� INFORMATION
" ��� "v�"�� " � ��"�
SOURCE OF BOUNDARY SURVEY: ROGER W. RAY AND ASSOCIATES BOUNDARY
SURVEY DATED 04/20/2015. LL
SOURCE OF TOPOGRAPHY: BELL LAND SURVEYS AERIAL IMAGERY DATED
03/29/2015.
BENCHMARK(S): NAVD88' TOP MANHOLE ELEVATION =578.37
NAD83 VIRGINIA STATE PLANE SOUTH
WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY
SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY
THIS PROPERTY IS ZONED: R1 - RESIDENTIAL
MINIMUM BUILDING SETBACKS /SEE SUBDIVISION NOTES):
FRONT: 25` SIDE: 10' REAR: 20'
��KU����H��U��&o��� �����7���
~�����u�xnm��n��n� n���:u~��
1. The preliminary subdivision plot for this project, 3UD2015-060' was approved
May 28' 2015` under the project name "Woylond'n Ridge".
2. Proposed lots 1 through 25 each contain o building site that complies with
section 4.2.1 of the Albemarle County Zoning Ordinance.
3. To the boot of our knowledge, there are no places of burial within this site.
4. This site does not lie within on agricultural-foreotro| district.
5. This site lies within Liokinghn|n Crook Water Supply watershed.
G. The stream buffers shown hereon ehn|| be managed in ovoordonoo with the
Albemarle County Water Protection Ordinance.
7. See map for limits of the 100 year flood hazard overlay district per FEMA
Uoodmnp #51003CO237D effective 02/04/2005.
O. A 10' Side Setback is requested under the provisions of Zoning Ordinance
3onUon 4]1.3.
9. Disturbance of preserved slopes in overlay district is permitted as intersection Diate
location is required for sight distance.
�F��N�� o���������70����
x^xxn ��u~n�^~xu�nuo��"�
Scale
Proposed use: Single family detached dwellings, ITE code 210.
Oxbow Drive: 8 dwellings, projected ADT 80 binn/dnv
Wotunm|o Drive: 17 dwellings, projected ADT 170 .
Total: 25 dwellings, projected ADT 250 tdun/dov |
IMAGE PROVIDED BYGOOGLEMAPS
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HARRff'VE
I m E— �d T- 61 e HT RE) I: P LA N
oil
51ROMMIN WAINKI nefflip,
FIRE OFFICIAL
BUILDING OFFICIAL
TH
TIN M. SHIMP
Lic /14�5 18 3
PROPERTY INFORMATION U017
DEVELOPER/ CONTRACT PURCHASER: SAO
3M CHARL0TTESNLLE, LLC
200 GARRETT ST, SUITE B
CHARLOTTESVILLE, VA 22903
LEGAL REFERENCE: DB 4070 PG 348
����� �%8U���������
��""=���^�~*nn�"°"��"°.
TMP 56-36 ----'--- 18-43 Ac
fTMP 56-30A ------- 3.10 Ac
fTRANSFER FROM 56-35 ... 1.12 Ac
DEVELOPMENT LOTS .............. 11.57 Ac
OPEN SPACE
BUILDABLE . 1.07 An
NOT BUILDABLE ................ 7.03 Ac
(3.06 AC TO PARK
TOTAL DEVELOPMENT AREA - 20.93 Ac
R-1 DEVELOPMENT DENSITY CALCULATION:
Standard DonnMv = 0.97 DUA
Bonus Factor 13.4.1 = 5%
00
Bonus Factor 13A.2 = 25% CD
Total Bonus Density Factor 30% .0,291 DUA
Maximum Density Allowed 1.261 DUA
Permitted Density = Development Area X Max, DonoUv
= 20.93 AC X 1.251 DUA = 26 Units
Note 1: A 5% is allowed for provision of significant landscaping in the form
of street trees with o permanent easement.
Note 2: A 10% bonus factor is allowed in 000Ordono* with Section 13.4.2 of
the Zoning Ordinance for serving |nta with on 'internal road system which is
the sole nocoon to the existing state- maintained road system. A 15% bonus
factor is allowed for dedication of land to the County parks system.
������� K��������N����K����
�������� INFORMATION
" ��� "v�"�� " � ��"�
SOURCE OF BOUNDARY SURVEY: ROGER W. RAY AND ASSOCIATES BOUNDARY
SURVEY DATED 04/20/2015. LL
SOURCE OF TOPOGRAPHY: BELL LAND SURVEYS AERIAL IMAGERY DATED
03/29/2015.
BENCHMARK(S): NAVD88' TOP MANHOLE ELEVATION =578.37
NAD83 VIRGINIA STATE PLANE SOUTH
WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY
SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY
THIS PROPERTY IS ZONED: R1 - RESIDENTIAL
MINIMUM BUILDING SETBACKS /SEE SUBDIVISION NOTES):
FRONT: 25` SIDE: 10' REAR: 20'
��KU����H��U��&o��� �����7���
~�����u�xnm��n��n� n���:u~��
1. The preliminary subdivision plot for this project, 3UD2015-060' was approved
May 28' 2015` under the project name "Woylond'n Ridge".
2. Proposed lots 1 through 25 each contain o building site that complies with
section 4.2.1 of the Albemarle County Zoning Ordinance.
3. To the boot of our knowledge, there are no places of burial within this site.
4. This site does not lie within on agricultural-foreotro| district.
5. This site lies within Liokinghn|n Crook Water Supply watershed.
G. The stream buffers shown hereon ehn|| be managed in ovoordonoo with the
Albemarle County Water Protection Ordinance.
7. See map for limits of the 100 year flood hazard overlay district per FEMA
Uoodmnp #51003CO237D effective 02/04/2005.
O. A 10' Side Setback is requested under the provisions of Zoning Ordinance
3onUon 4]1.3.
9. Disturbance of preserved slopes in overlay district is permitted as intersection Diate
location is required for sight distance.
�F��N�� o���������70����
x^xxn ��u~n�^~xu�nuo��"�
Scale
Proposed use: Single family detached dwellings, ITE code 210.
Oxbow Drive: 8 dwellings, projected ADT 80 binn/dnv
Wotunm|o Drive: 17 dwellings, projected ADT 170 .
Total: 25 dwellings, projected ADT 250 tdun/dov |
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- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — P oj-. t
z 0 \x Scale: 1"=50' 15.006
LLJ C)
MH
TOP=/57,&,1_7 10 10
L
to
. . .... 70,42 w
iNv OUT=5
\10
40
go � � F
LIMITS OF FLOODWAY 0
- - - - - - - - - - F
PEN SPACE 3
185,930 SF 40
2 \\M BUILDABLE)
30
(A PORTM, TO BE
PLACED IN PER%ANENT
10
CONSEF 10
EASEMENT)
Ld
lliL4
PRESERVED SLOPES
SURVEYED AT I ESS
PEk FEMA
FLOODPLAIR
Ok
. ...........
0 1
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g
g
NIR��l�
FIL
THAN 25% SLOPE OOD PROFILE F
UCKINGHOLf: CREK, MAPS
4* 27-8P, SECTION S—V,
&x- AND STREAM BUFFER
-,g
10 _71�
r3
M M M i M I M f WIWI
88, 586- 1 1 mi- "I
92 - - - - - - - - - - - - 4w 10
t . ........ lox
�8 10
u
�47 MF >
90 1 110
RRESER�
Lic. No. 4,5183
SIOPES
-77_-
88
_5B6
...............................................
06
0
8B
02
0§_
INS 01.1%, 1
lXXXXW
052
X PRPE E�D�L,6pkS
04
- 02
CA \�l
"A 2 0 0 031 X
I I PRESE�VED SLOPES
U� SF
'&YEW AT LESS
-2Uo,-, V) U)
6 1,�, SE - 031 x `CN, 1'5% SLOW'
JIF&-�o&
m
FFE::=615.0
-WALK-OUT -59B-
-BFE:=605 0 --20,-o -SF
WALKOU
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(b
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BFE-z�--605 2 —606
-11ALK-OUT E
20,011 SF -604, -
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\_Oq
BFE 605
E E
.-p ;o YALK-OUT
?2
0 c
'4MLK-oul-
IV
'j;
_X,
LEGEND
Autumn Blaze Maple
Pin Oak
Eastern Redbud
Flowering Dogwiood
Periwinkle
Ground Cover or
-4-
Equivalent
Existing Tree
Canopy Claims ed
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Ap�po)
N, kbn PL*RNQS• LIST' -
Vi
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LL
Date
06/18
Ixx
..... /15
Scale
T
Sheet No.
40 80 120 C8 OF 21
IoF at may block the driver�q-yiew, 0
free of any �b�',f�uct th \40\
41, trees that core damaged as part--af e�ctenAin`g Oxbow Drive shall be replaced. �' o
File No.
All are—as- WM 591-oVes--great-e—r fGan 3:1 shall be stabilized with periwinkle or equivalent species.
N, \ \ \ \ \S 15.006
IYOF � I (7A
ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING
12 EDGE OF EXISING PAVEMENT
1 (AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTIP1Gm ASPHALT L -A -YE -R-3 - PROPOSED ASPHALT LAYERS
EXISTING SUBBASE-------- PROPOSED SUBBASE
-- COMPACTED SUBGRADE
CONSTRUCTION JOIN' DETAIL
REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 V2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE- 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRNNAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN -
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. -HESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART,
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF V/, INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT- WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER,
5. THE ENGINEER MAY HEQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRNNAGE.
G. EXISTING PAVEMENT MARKINGS AND MARKERS WITH!N THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
-'FINAL TRANSVERSE FAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL SE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE
SPECIFICATIONS.
XVDOT ASPHALT PAVEMENT WIDENING SPECIFICATION
� °
ROS AND BRIDGESTA�ARDS
sa�EEs a
7, , S= DK -E FOR WIDENING SUBJECT TO TRAFFIC eta
303.02 VIRGINIA OEPARTWNT OF TRANSPORTATION
I
I�
- 4' MIN. CLASS B TRAIL
2" - HARDWOOD MULCH
EXISTING GRADE
UNDISTURBED
! I1;
TRAIL STANDARDS:
1. TRAIL SHOULD BE INSTALLED AS MINIMUM IMPACT NATURE TRAIL WITH MAXIMUM GRADES
OF 20%.
2, ADD TRAIL BREAKS TO PREVENT EROSION.
3, FOOT BRIDGES SHALL BE INSTALLED OVER DRAINAGE DITCHES OR OTHER MAJOR
OBSTACLES.
4. CONTRACTOR SHALL VERIFY TRAIL LOCATION/ALIGNMENT AND GRADING REQUIREMENTS WITH
ALBEMARLE COUNTY PARKS AND RECREATION DEPARTMENT (PH. 434-296-5844) PRIOR TO
CONSTRUCTION.
C PRIMITIVE '"TRAIL STANDARDS
C )'Not Scale
SL -1 #5 BARS D C' C -C TYP. ... -
a BARS
,r..
a Ni G -c TYP.
' ag fir. SHAPE TO .ELEVATION
MD -OF
A +• 1 rI A B '� T B � j/ ILAARGGESST�PPE
' 30" DwwETER l
-. •. .. :• sem.%
:.- CONTE To
TTFT r CON PIPER I
l
T
T- 7-1 T T T7TTi r l
> STRUCTURE SIZE AND PLAN''-
PLAN WALL T)NCKNESS VARIES r / -.-_-sLOTO DRAM TO INVERT,. • ,. , '�,
SECTION A -A OF UTL r PPE
:� : ;' ., ;••-:� P PI DIM15TER w METHOD OF TREATMENT IN [CROP INLETS
>. >
PIPES AM: ENCOUNTERED.
GI IS
A3 CONCRETE CLASS A3 CONCRETE
SECTION A -A .' .
NOTES
SECTION B -B '
1. THE STANDARD SAFETY SLAS (SL -1) IS TO BE USED= WHEN SPECIFIED N THE PLATS .NOTES
-T14S DO WF. kiANFNOLE MID I1TO T INVERTS S STRUCTURES
OANCE WITH .SLOPE TO DRAIN
ON , DR qq�R°°/ S!'EET NNAOR THE p( DESCRIPTION. FQR [�p�� ON LANE OR WTO AFPLY TO INOSE STRUCTURES SPECFEO "
DRO: ONL.ETS 9R'TN MRO KM GREATER THAN 12 FEET T SPAICA�D OF (Ri PLANS OR: Wi{ERE INVERT OF Fif1= IS A9(±VE &iVERT OF TO INVERT OF
ADJACEINT SAfE'fY SL/BS SHALL BE ffi TO 1 ' 1?ITH NO SAFETY SLAB LOCATED NDl'hFN S FSTSTRUCTURE.
OUTLET PIPE
OF THE TOP OR BOTTOM Of THE � SAFETY SLABS SHALL NOT BE LOCATED BELOW - t .>"
ANY INLET PIPE OF 3O" DiNiETER 0R (BiEATER. MANi01.E CXt-: DROP INLET 15 TG BE"VFO11 r CCNISTRUCkw
M AGWRD/WC£ WtTll APPLICABLE SSAMA26 OR. SPECHL DRAWNt.
2 THE COST OF THE SL -1 L MtCLLi7E6 IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS THE INVERT SHAPRYO-AS-DETAILED:HEREON IS�TI CM QF A fJ
FOR FURTHER DETAILS :PORTLAND%EM1ETiT CONCRETE MIX CONFORIIO TO A.D OH t I
3. ACCES'4. OPENNCS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE �"� C1 EX THAT 2 X 0f
OTHER *HERE APPLICABLE. STEPS ARE TO BE STA=ERED AL'COWNGLY, 0 5 BARS i 8" C -C TYP. �s+" )a 4" td DINET£ft COfi�S�:OF ST
4. SAFETY SLAB MAY BE CA)T-{-PLACE OR PRECAST. CAST -N -PLACE CONCRETE TO BE .. NONE
CLASS A3 t3000 PSI). PR4:C3ST CONCCREI� IS TO BE M (4000 PSD. RENFORCING :>.':..':..EXPOSED.e . A
: f BROKEN CONCRETE OR BROKEN CONptEI'E OCIC THE FiU[E"ACE:
SHALL BE LEFT SMf00TH BY MEE OF HAND TROWELLANG
STEEL TO BE IN Z1'WP .G# WITH 0 iA31. i..t .i :_. THE COA1iSE AACrRECu4TE SHALL RE6fA1N
ICE. r ..'•i'.:�•> DETAU.S yF -ERT SWI?9VG AS SM10WIN HEREON ARE FOR EXMPt.E 1 _ `.. .. + •.. 'a
S. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WDTH IS PtgPOSES ONLY, EACH MANHOtE OR DROP RI.Ei IS TO BE SHARED
LESS THAN 30" THE ACCE:� OPENING SHN.L BE RECTANGULAR (STRUCTURE WIDTH BY NdYtOWLLY�:�TO: BEST FIT THE PARTICULAR. INLET AND OUTLET ~~.�
W. LONG). f:OtiFF'AJ[iAiTW.N AND FLOW LINIM, SECTION B-13
TYPICAL PRECAST UNIT PLAN
ME'Tiit?b OF TREATMENT IN MANHOLES
XA= TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, rvoM ERiDGECIFICATION GEE SSTANDASNOS SP£CFICAT(ON
ROAD AND STANDARDfi STANDARD METHOD OF SNAP -TNG REfERENt'�
MANHOLES AND JUNCTION BOXES
SHEET 1 OF I , ,, , DA3oZ , OF I REVs5ifmi DATE MANHOLE � INLET INVERTS 302
. •,,R VIRGINIA DEPARTMENT OF TRANSPORTATION 1[5°08 VIRGINIA DEPARTMENT Of TRANSPORTATION
9
rform-Stu r : 1
�1
8+50 9+00
9+50
10+00 10+50 11+00
(-6
OXBOW
DRIVE
SIGHT
DISTANCE PROFILE
C9
,
HORIZONTAL,
V=10' VERTICAL
„
1.5"-1.75" Cal.
18
350
6300
O
Large Shade Tree
Acer x freemanii
"jeffersred"
Autumn Blaze Ma le
p
Abt
18
397
7146
U.
IN NATJIQK�,�li
Quercus palustris
Pin Oak
1.5"-1.75" Cal.
UI CAL �PI���
6660
Entrance Corridor
N#Ekl16I6E"fiA
JP
R r
Acer x freemanii
"jeffersred"
Is
3.5„ Cal.
N VS.T
510
2550
o
U` t.: 4-
a..
Lic No. 45183
f
630
625
620
615
610
605
600
595
59
`)+00 7+50 8+00
8+50 9+00
9+50
10+00 10+50 11+00
(-6
OXBOW
DRIVE
SIGHT
DISTANCE PROFILE
C9
SCALE: 1"=50'
HORIZONTAL,
V=10' VERTICAL
_ 630
625
620
615
�........_... 610
605
600
595
11+50 12+00 12+50 13+0t?90
SET TRUNK PLUMB. SEE
j PLANS FOR EXACT LAYOUT
36.0' Row AND SPACING,
18.0'
LANDSCAPING VDOT STD CG -6
STRIP TYP CURB AND
GUTTER, TYP.
-5.0'72.0%.-
0'- 2.5' 12.5' 12.5' 2.5' .0' 5.0' TREE TIES, SEE S
LANE LANE
2.0% 2.0% 2.0% - 2.0% 2.0% 1-1122" SQ. OAK
ZEN -SET 180 DEGREES
7- 4.0" CLASS A-3 CONC. VDOT STD UD -4 APART
SIDEWALK (TYP.) SEE DETAIL 1/C11 (TYP.)
4.0" VDOT 21A (TYP.) 1.5" SM -9.5A ASPHALT FINISHED GRADE
3.0" IM -19.0 ASPHALT
6.0" VDOT #21A APPLY 2" OF MULCH
NOTE: PLANTING AND WATER
PARKING ON ONE SIDE OF STREET ONLY. SEE C4-05 FOR DETAILS.
4" COMPACTED E,
TYPICAL RIGHT-OF-WAY WATERING BERM
2 CROSS-SECTION EXIS7ING GRADE
C9 1»=10'
4 4" - 3,000 PSI CONCRETE
d
0000000000000000 4" - VDOT #21A BASESTONE
0 0 0 0 0 0 0 0
COMPACTED SUBGRADE
TYPICAL SIDEWALK SECTION
Not To Scale
PLANTING PIT. SEE SF
EXACT REQUIREMENTS
SOIL, AND PLANTING
AMENDMENTS.
REMOVE BURLAP & S
FROM TOP 1/3 OF R(
UNDISTURBED SOIL
4 TREE PLANTING DE'T'AIL
C9 Not To Scale
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" Cal.
18
350
6300
O
Large Shade Tree
Acer x freemanii
"jeffersred"
Autumn Blaze Ma le
p
1.5"-1.75" Cal.
18
397
7146
U.
Large Shade Tree
Quercus palustris
Pin Oak
1.5"-1.75" Cal.
18
370
6660
Entrance Corridor
Large Shade Tree
Acer x freemanii
"jeffersred"
Autumn Blaze Maple
3.5„ Cal.
5
510
2550
o
1
Lic No. 45183
f
U -
Large Shade Tree
Quercus palustris
Pin Oak
3.5" Cal.
5
471
2355
D1-313
Ornamental Tree
Cercis conadensis
Eastern Redbud
6'-7' Ht.
6
124
744
•
Ornamental Tree
Cornus florida
Flowering Dogwood
6'-7' Ht,
5
124
620
TOTAL SF:
26375
NOTES:
Street Trees: 1.5"-1.75" Large Shade Trees
9+50 10+00
1JP
1. Contractor to apply mulch
bedding around
all proposed trees and shrubs.
10'
2. All site plantings of trees
and shrubs shall
be allowed to reach, and be maintained at,
mature height; the topping of
trees is prohibited. Shrubs
and trees shall
be pruned minimally and only to support the
overall health of the plant.
3. Proposed slopes steeper than 3:1 shall have low maintenance ground cover, specifically
periwinkle or equivalent species.
4. Street trees on Watervale
Drive and Oxbow
Drive shall be located 3' behind the back of
curb, as shown on C8.
660
655
650
645
640
635
630
625
620
615
610
605
60
LANDSCAPING REQUIRED:
20% of Total Site Area of Canopy: 911,390 SF * 0.20
= 182,278 SF
Street Trees: 1.5"-1.75" Large Shade Trees
9+50 10+00
1JP
(-5
(-30' Each Side of Radius Return Per
1
10'
(-q
CSB
D1-1
Oxbow Drive: 1,141 LF/50 = 23
Trees
LANDSCAPING PROVIDED:
Total Canopy Area: Existing Canopy
= 184,349 * 1.25(Canopy Bonus) =
230,436 SF
New Canopy:
26,375 SF
Total Canopy Provided =
...
New Street Trees Provided: Watervale Drive =
31 Trees
Oxbow Drive =
23 Trees
Crozet Avenue =
25 Trees
C5XX
C 6
D1 -3B
8:
1
Lic No. 45183
f
1 5
HDPE
29,01
O3%
glq-79J�
C6A
D1-313
8
V�j
LANDSCAPING REQUIRED:
20% of Total Site Area of Canopy: 911,390 SF * 0.20
= 182,278 SF
Street Trees: 1.5"-1.75" Large Shade Trees
9+50 10+00
Along Available Road Frontage
(-5
(-30' Each Side of Radius Return Per
AVENUE SIGHT
VDOT App. B(1)) @ 50' O.C.:
(-q
Watervale Drive: 1,514 LF/50 =
31 Trees
Oxbow Drive: 1,141 LF/50 = 23
Trees
LANDSCAPING PROVIDED:
Total Canopy Area: Existing Canopy
= 184,349 * 1.25(Canopy Bonus) =
230,436 SF
New Canopy:
26,375 SF
Total Canopy Provided =
256,811 SF
New Street Trees Provided: Watervale Drive =
31 Trees
Oxbow Drive =
23 Trees
Crozet Avenue =
25 Trees
Existing Canopy = 20.2% Total Site Area
+00 6+50 7+00 7+50 8+00 8+50
9+00
9+50 10+00
110+50 11+00 11+50 12+00
(-5
CROZET
AVENUE SIGHT
DISTANCE PROFILE
(-q
SCALE: I"=
HORIZONTAL, 1 "=10' VERTICAL
I L+SU I JtIJU
660
655
650
645
-�� 640
635
630
_ 625
620
615
610
-- 605
13+50 14+000
� QQ
v
co E
O E U
V Jt i U V)
v U O O
o u
L O0 0
a U 0
d�- 4) H-
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0 0
IC -) C -)
I-0 LO
cDoC)o
GO tr)
CD CD
CD
1 n CD N N
> t) ,:I- LO
v
U) W,
Z.
Z
U
LU
0
0 UjPAJ Uj
< JL
Date
06/18/15
Scale
1 "=30'
Sheet No.
C9 OF 21
File No:
15.006
m
CID I t_ i ?� ATIf � 1T cAL [, E LIt DA l'1ON MATERIAL
1NIIgA { At K'i l
5,TABLr�, SCAL
i R 3CK
SCRAPE (^°E T�"'1U I .4T�'`+.i 4i` O ii�hF 1 ^r-` e.-r�'.'. 'r E+�t'�QVt ALL
_ T i --,11, 1 ES T.7D' r a ; IF T4PIPE EN s,ESN" i R -_S _ 01=1 ROCK Al`!u='..
,! s`h1 AE1�Lr`a
t 1 I{ F-.:
FOUNDATION IN P CJR SCIIL
DVING
3 TONE.
c'
73 a tt1
t ,. y O:ALI BE AL_OVVL3 WIs j Hi1§4 2 4 fir- T tr 1 E, WATER,' LINES-
'
;ir a �r, r�-`'- F -6 d't�.'CN � SI I :..;�t�� t C '.I 1'( '
..`- :x..'_.f _ �I�"�. -+"k #,#�� . I, IA`L' Lr l;. 'A_L�... IT-�
~'�1 rr
A aC:, E THE VNITIAL >AC_ �K 'tL
3J f ,3T' .. E .C. EIL,L, �I AL:L B'IE P .A cL AElLI :I PA: . ; rt fi, I .
: , .E !�� IAL ,.. I r: _ �.
N, . , rP,,>> tq,C F R � 'J Z E: N ATEF[A r-. bEPi-s. S--I'AL:L EtE A:LL....aV.,EJ;:.
i`,I TI I T& 1 " t H.
ALL 8E ~:�kw�, ALL CA, E.55
DUCTILE. IR.0N ' SATE I
PIPE 1 TALLATONI. &IEMN-61"
NTS
DUCTILE IRON WATEIR PIPE INSTALLATION
Not To Scale
/—FINISHED GRADE
AIR RELEASE VALVE.'
I
BRASS OR BRONZE. PIPE BRONZE GATE
DRAIN TO GRADE
IF POSSIBLE
BRICK SUPPORTS OR
,SOLID CEMENT BLOCKS, 4
CRUSHED STONE
TYPE. ,'K„ SOFT
COPPER
CORPORATION STOP
NOTES:
1) A PRECAST MANHOLE CONE .AND COVER WITH WATER CAST ON LIEN, OR APPROVED
EQUAL, :SHALL BE USED,
2) FOR WATERLINES SMALLER THAN 12" USE A 11" A.R.V.AND FITTINGS. FOR MATER
LINES 12" AND LARGER USE 2" A.R.V. AND PITTINGS.
3) IN SITUATIONS WHERE THE..A R.V. ASSEMBLY C.ANN6T BE OFFSET FROM THE MAIN AIV
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV
NTS.
FIG. W-9
TD -17
5 AIR RELEASE VALVE
C12 Not To Scale
�
Y P r
gar
�
_QUIPPFD WriH, "HARTOTTE.S-
OR APPROVED EQUOL'
VIt LE THREADS WHICH IS
d
.FNC:IH F?I- BRANCH VAHIFS.
P,:1 I N I PSI l N11 4' !+I1 N I M UIM
l ,1a-1
r J f ..
'c T F-cR
I
itfs& STON.
a a,
s
f {}{{{ IF
.}
1
r
8' X 5;,
AND IRHIl ft. l ? I_Rv C; *3.
FO ALL. BENDS
FCT �� 1 R WYEFA�FIi�E� .
4.�
cizWla a R` d t G ITO
` r
}¢�ft
It€:! aRI_fr
r�3 1 I I MM 4 ?s r v od
4fiY S EUEMI ,A5
Yrs kk f � r� I i � . '•, k...-'� ��
A ,
SOIL, STEEL FILE
4 C
tc
'WN
1
�p 9
— Id2 td'i e'A"
{I IE VALVE THE HYDRANT NITll > ;U4` OR ASPHALT COATED
IPE
rrJE i?E.G.
fF'M DdF�S���I�.
vIE..,
�JT;F�I�s
f .:-
> _ FT 6*r E`
1. SURROE=N0 (NEEP HOLES WITH C' RAVEL AND KEEP FREE OF CONCRETE.
() a
i. MAINTAIN A '' MIN. COVER FROM THE MAIN TO: THE FIRE HYDRANT
Q
A
on I11.4II 1 1I
ur 1d:�o:ia rE:•awil:e•:>1 1.
3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE 1iYDRANT.%SND
IIA
4
VAL.vE Box.
BEtdt+`
Galvanized _Steel 3za:r^:,
{
I IS NST ALLOVVIL-D IN THE DITCH,
W1.= x 14 ,mJr. 57e):
A
5. FIRE HYDRANTS SHALL BEINSTALLED AT LOCATIONS INHERE WEEP
m'n.P e.reTraac•n irt0 u,Idist�,rbe
REQUIRED TO BE IN WET AREAS,, THE WEEP HOLES SHALL BE
--)r a.5 a,cTrpv�d b, .h a
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY..
ACSA:
2_513"
3,• 010
l..' Al
FIG. W-4
ELS - 7
NTS
FIG. �N , 3,
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2 �=
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.21150 .
rs+Ira. .:Qr.PrRSF n -k.
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.
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SIZE, E'EAC i"Nf-1 AN. rJ VALVESS-
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ALL Tflp'U'S"'I
CRETE TOT BLOKS
C
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C1 2)Not To Scale
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TYPICAL: GATE VALVE
I;G W:. E
I [_ . -, 8!
TYPICAL GATE VALVE
C12 Not To Scale
,3 TYP. TRUST BLOCK IN FILL AREA
C12 Not To Scale
Tc[ 4iev
_QUIPPFD WriH, "HARTOTTE.S-
OR APPROVED EQUOL'
VIt LE THREADS WHICH IS
d
.FNC:IH F?I- BRANCH VAHIFS.
P,:1 I N I PSI l N11 4' !+I1 N I M UIM
5' MO
2' TCS 10'
I
'c T F-cR
itfs& STON.
a a,
6' GATE
4" MINIMUM
8' X 5;,
AND IRHIl ft. l ? I_Rv C; *3.
a TEE
4.�
RASE AND f:RUST
FLOCK AGAINST
A ,
SOIL, STEEL FILE
a•
3/4" THREADED RDDS TO
I I,AI SFHVI:`:I I-
A HYDRANT 15 LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
— Id2 td'i e'A"
{I IE VALVE THE HYDRANT NITll > ;U4` OR ASPHALT COATED
.Q
"( 4 v
" I ' 1 f
c.anchL,�. II NLc_,-s5nh • ,n SILLL PILL
-4
SHALL BE USED A5 ADDITIONAL SUPPORT
> _ FT 6*r E`
1. SURROE=N0 (NEEP HOLES WITH C' RAVEL AND KEEP FREE OF CONCRETE.
() a
i. MAINTAIN A '' MIN. COVER FROM THE MAIN TO: THE FIRE HYDRANT
Q
A
on I11.4II 1 1I
ur 1d:�o:ia rE:•awil:e•:>1 1.
3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE 1iYDRANT.%SND
IIA
4
VAL.vE Box.
Galvanized _Steel 3za:r^:,
{
I IS NST ALLOVVIL-D IN THE DITCH,
W1.= x 14 ,mJr. 57e):
A
5. FIRE HYDRANTS SHALL BEINSTALLED AT LOCATIONS INHERE WEEP
m'n.P e.reTraac•n irt0 u,Idist�,rbe
REQUIRED TO BE IN WET AREAS,, THE WEEP HOLES SHALL BE
--)r a.5 a,cTrpv�d b, .h a
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY..
ACSA:
N.F.S.
I
TYPICAL THRUST BLOCK IN .FILL AREA.
FIG. W-4
ELS - 7
NTS
FIG. �N , 3,
-G-5
,3 TYP. TRUST BLOCK IN FILL AREA
C12 Not To Scale
TYPICAL SERVICE LATERAL INSTALLATION
Not To Scale
NOTE: HYDRANT ;MUST BE
_QUIPPFD WriH, "HARTOTTE.S-
OR APPROVED EQUOL'
VIt LE THREADS WHICH IS
Q
.FNC:IH F?I- BRANCH VAHIFS.
5' MO
2' TCS 10'
I
'c T F-cR
itfs& STON.
.-. ... 'U� i E (IK. ,: 'r' !FEC °II LLE r-t,rgll ::
6' GATE
.l;p CP 1 L $L f - UI" C r CCSI�_t�TL4L
8' X 5;,
AND IRHIl ft. l ? I_Rv C; *3.
a TEE
250D P s:I CONCRE1
RASE AND f:RUST
FLOCK AGAINST
UNDIS'FtYRBED STABLE 1
SOIL, STEEL FILE
VJ e4'E r,TE FITT N__1' I:
3/4" THREADED RDDS TO
I I,AI SFHVI:`:I I-
A HYDRANT 15 LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
t r- Ftr K .t 31" tm1E ' Pi: CQ4F'LIi-to
{I IE VALVE THE HYDRANT NITll > ;U4` OR ASPHALT COATED
THREADED RODS IN ADDITION T(_) POURING
"( 4 v
" I ' 1 f
c.anchL,�. II NLc_,-s5nh • ,n SILLL PILL
TYPE 'K'
SHALL BE USED A5 ADDITIONAL SUPPORT
> _ FT 6*r E`
1. SURROE=N0 (NEEP HOLES WITH C' RAVEL AND KEEP FREE OF CONCRETE.
° Q
i. MAINTAIN A '' MIN. COVER FROM THE MAIN TO: THE FIRE HYDRANT
Lcr roR i,-. i-. bP. ;.CF SII -G 51.11 l=FA.YIL P
3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE 1iYDRANT.%SND
_ RG5IG'_4' J^,L SER,I�E .,t3E AN i ITI'_P,-CJIV
VAL.vE Box.
METER IS I`,IJ- PFUvIDCD,
I IS NST ALLOVVIL-D IN THE DITCH,
s NGL= 5 E k V _ n
5. FIRE HYDRANTS SHALL BEINSTALLED AT LOCATIONS INHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATE:R. ELEVATION: IF
REQUIRED TO BE IN WET AREAS,, THE WEEP HOLES SHALL BE
SI r,LL BC USED UF-. F'`iC PTFE.
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY..
CA -IT Rr111I LID
N.F.S.
nrlEsuL .�=i _z.
FIG. W-4
ELS - 7
' I. .. 'c -
UJI ('171 CSG °dFIFf4
S LS
rs+Ira. .:Qr.PrRSF n -k.
D" DL ID '"UF`LIr1C
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TYPICAL SERVICE LATERAL INSTALLATION.
NTS
F IG '',N o
TD -9
TYPICAL SERVICE LATERAL INSTALLATION
Not To Scale
4" DIAMETEI
AND VALVE
WATER
Not To Scale
VAF?lFC
I1L_J I il_11'1L.V VVIIl I i 11 llfw
PLUG
VARIES THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVEor
o f" ` BRASS NIPPLE AND CAP
I LUBRICATE ALL THREADS
THRUST BLOCK 6
/,,,,—METER BOX (SEE FIG. W-7)
VALVE X
NO. 57 STONE
M.J. FITTING
—2" PIPE SLOPED
TO DRAIN IF
r = GRADE ALLOWS
•.;'.: VARIES VARIES 2" PVC OR BRASS
PIPE
WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PLUG
DEAD END
(TYPE "A'
TYPICAL BLOW—OFF ASSEMBLY
NTS
FIG. W—S
TD -19
Not To Scale
NOTE: HYDRANT ;MUST BE
_QUIPPFD WriH, "HARTOTTE.S-
VIt LE THREADS WHICH IS
� THE LOCAL STANDARD,
1
�
.FNC:IH F?I- BRANCH VAHIFS.
5' MO
2' TCS 10'
I
t . FT; .� g° VALVI- BQ
7 CJ
itfs& STON.
6' GATE
36%AIN r .l. .a a v' " I VALVE
8' X 5;,
a TEE
250D P s:I CONCRE1
RASE AND f:RUST
FLOCK AGAINST
UNDIS'FtYRBED STABLE 1
SOIL, STEEL FILE
3/4" THREADED RDDS TO
%PVHEN. TH.E SOIL I5. DISTURBED. OR WHE" ;MAIN. IN ALL INSTALLATIONS.
A HYDRANT 15 LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
{I IE VALVE THE HYDRANT NITll > ;U4` OR ASPHALT COATED
THREADED RODS IN ADDITION T(_) POURING
"( 4 v
" I ' 1 f
c.anchL,�. II NLc_,-s5nh • ,n SILLL PILL
SHALL BE USED A5 ADDITIONAL SUPPORT
N01 -E,
1. SURROE=N0 (NEEP HOLES WITH C' RAVEL AND KEEP FREE OF CONCRETE.
i. MAINTAIN A '' MIN. COVER FROM THE MAIN TO: THE FIRE HYDRANT
f INCLLIQINC. DITCHES )
3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE 1iYDRANT.%SND
VAL.vE Box.
4. HIE GAM VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DC`CII.
I IS NST ALLOVVIL-D IN THE DITCH,
5. FIRE HYDRANTS SHALL BEINSTALLED AT LOCATIONS INHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATE:R. ELEVATION: IF
REQUIRED TO BE IN WET AREAS,, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY..
TYPICAL FIRE HYDRANT .AS5EMBLY DETAIL
N.F.S.
FIG. W-4
ELS - 7
4" DIAMETEI
AND VALVE
WATER
Not To Scale
VAF?lFC
I1L_J I il_11'1L.V VVIIl I i 11 llfw
PLUG
VARIES THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVEor
o f" ` BRASS NIPPLE AND CAP
I LUBRICATE ALL THREADS
THRUST BLOCK 6
/,,,,—METER BOX (SEE FIG. W-7)
VALVE X
NO. 57 STONE
M.J. FITTING
—2" PIPE SLOPED
TO DRAIN IF
r = GRADE ALLOWS
•.;'.: VARIES VARIES 2" PVC OR BRASS
PIPE
WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PLUG
DEAD END
(TYPE "A'
TYPICAL BLOW—OFF ASSEMBLY
NTS
FIG. W—S
TD -19
Not To Scale
FRAME & COVER
(.SEE FTG. S I - D,E)
SLOPED AREA.--"`�
STREET SURFACE OR
NON PAVED AREA
IMAX
n
RUBBER COATED STEEL,
STEP'S CAST IN PLACE � � MIN
PRECAST REINFORCED
CONCRETE SEC`LIONS12" MIN
"0" RING SEALS 15MAX
MINI\ALUM ELEVATION
DIFFERENCE ACROSS 1\A.H.5 zV - 0'` $,
FROi\A INLET TO OUTLET
SHALL BE 0,20 FEET.
CONCRET VARIES
DEPTH OF FLOW S
CHANNEL TO BEF11_.LET�
V4 DIAiviEIER Of
CONTRIBUTING � =�---
SEWER.
A FILLETED INVERT FOR A .,MOOT 9
TRANSITOI OF FLO,'� BET1 EEN
II�JLET & OUTLET PIPE S,I1A,LL BE
PROVIDED. MIN. 6" BEDDING
NOTE W1 NO. 68 STONE
1. BELLII�C DD IG LHICKNESS: REQUIRE!\kENT SHOWN IS MIN-IMIUlM AND SHALL BE.
SPECIFICALLY DETERMINED' B1 T TIE CONSULTANT 'FOIR-JE SOIL CONDITIONS,.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON - EXTENDED BASES,
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
�Hnwil\IG RRANCH TIE - IN
N.T,S
FIG. S -I -A
TD -21
TYP. MANHOLE SECTION SHOWI
BRANCH TIE-IN
Not To Scale
SEtifER SERVICE LATERAL CONINECTION NOES:
W'd E A.-l%rE S.E VTC_ LATERAL CONNECTS TO A MANHC;_-
' ,D \i I\:;E-RT ELEVATION F::R TI -E SERVICE LA-EtRAL 14
INC IC \TEC -11-- i F (CR ejN) CLCir \ I or -I[-- EF CL
LATE -,,'A- PJ_E HAL BE 4,T LEAST C.L I-IGHER --iAN H__
I I- _A I::;N 0, I H- 11-F 1 P IF r..ON c: I i-,
I
yLH LA LRALS. IAF L) IN C 1N LX 'D l \G o.Lv'vL i NVN SI
_. f11 IP11.1 CaRAL)._ t uP C 'NIN.L IA -L [?,L 23'
7 =F < F 1 )
AI r^ h IAIfPa S A 1 HAVF :A NHN,rUN4 1)1At,1FIFY _' hAIN,
4'.
�,L F L,a,l LHP. >- ALL HAVE r^ N,INI;"rUNI . E i
SALT
1REATED
2 Y 4
E1NIS EG CR'7l.ND ,!
KE R,
END 0=
uiAl\ LRF SERVICE L, F-RA.L.
SECTION
N L NE G`'/Y E-
PLAN
VAR EE
E
SEWER SERVICE LATERAL C=ONNECTION
N.T.S..
=!G S -
TC -7
TYP. SEWER SERVICE LATERAL
CONNECTION
C13 Not To Scale
w
J
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1144' : V MIN
2"
BRANCH
--a-
FLEXIBLE CONN" E CTION_/ NOTE:
?WITH STAINLESS STEEL ALL CONNECTIONS TO
BAWD EXISIING MANHOLES SHALL
Lu
w BE CORED AND A FLEXIBLE
CONNECTION " BOOT
INSTALLED
O
TYPICAL MANHOLE FLAN
SHOWING BRANCH TIE - IN
655
650
645
640
635
630
625
620
615
610
605
600
595
590
585
580
575
NTS
FIG. S-1-13
TO -23
TYP. MANHOLE SECTION SHOWING
BRANCH TIE-IN
Not To Scale
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TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S -1-D
TD -25
TYP. MANHOLE FRAME & COVER
Not To Scale
FRANtr
F F F U: I ?, F
ti(kL_I 4l Fa. E r-
N;)[\ PAVED A:ItA
C,'Ri Ci A.R:EA
" U 5 B E ^ z-;, TCS: '-EE_ STEPS
W9;=\ri
ST IN _L,. _E
-- PR.Ef ZEINFt R- LL v.F tE E
ECTQN Nv CD' fill SEAL
:Fa v, r0 F zUAt
I H E LP,Z_)I NNE cSV ALL BE
C 11 TIL- IF' N PIPE (CLH 5
Q a,
B AC K-1111 ) IN r A'FRS •N:>
CTL CRUli�n{lIvL
p„ y— Fw.�<=1L1 F i ,F>.I- i E -F _0V,P l \1e
1. �IvlAX ONL-.
Q 91 1 f1L A4 EL V.ATI N ['�lFt Er N(
2"MIN 12"fv11IN FU3+S J.H, fR.4r1 IN E T':,
JAR F')�LITL-T SHALL BE 0,2Q) FEET
°'p A ILL= k} NvEHI R A <N1 )i IH
INL T & t HL=T I ' S i.,LL EE
p P ROVID.C..
F;I OF I A.R,"FST
PI IR ,r"ANI f r
N1N. rFF)F)N.; 'Vl/T I NO, 6S TC)NF
N il:'
I - tIW II -KNf S R I:IRFNI NTS SI ;''OJ API "'; V UPJ, 1. NJ_ SHAT I B I'
P, CIF c, „1 I Y" DL rRh,1INJ r, BY TI IF (- N3UITA.IVT FOR 9I z?d ,T I,)NS.
2, THE C0N t1LT ',Nl S 1 tLL G:=TL ,Pdi VC Vv'[ L.- I P, A,1;1 l l L.LS .5 TALL 1 ` VE
7% ENDED OR NON Z:XTENDEC 3 ES.
_s. ALL JO NTS, LIT f .-1_E_Q, INLET„ OOT_FT5 T7 E_E S-r\L=C G�I.UTEv?
INS',: -E AND - -
4. S' CIH k0,QERra QN HGV--N BE 1 R __NT?AN{LE
DESIGN 1N `,F.:';, [6-- 11'1 I ST=EP S__)FES.
TYPICAL MANHOLE WITH DROP CO4NECTION
RTS
TD 24
4 TYP. DROP MANHOLE
C 1 3 Not To Scale
to
Z
I
� z
Cq N ff
W
W
" Z_
19
NG BACKFILL SHALL L Z
CONTAIN ROCK MATERIALF
JrL THAN S" IN ANY �`yw�ON O
24 "ia'iI[1 Z 1
INTIAL B,�CKFILL' � � �
8"!`.1.IN (6' LIF1-5)
E:ViBEDMENT: L
* THOROUGHLY COi,,APACTED v
SPRING LINE BY HAND OR APPROVED to
M
OF PIPE-, ECHANICAL TAMPER � D
STONE
HAUNCI-11NG
NO: 68 ��O�aE:--�—�'� -
BEDDIiNG 6` max
------ 4 ` m It N
FOU,NDATIONI (SHALL BE
REQUIRED bb'HEdN SOIL N
CONDITIONS ARE UNSTABLE N
(ALL PIPE) Q
D >
In L
i- J
in
NOTE. �T, Q I,1
."moi r
LOPEN CUTS IN PAVED ,AREAS 'v'1LHIN EXISTING VDOT RIGHT-OF-`0,1AY SHALL BE, � H
BACKFILLED ENTIRELY WITH NO. 21A STONE, O
2..FOR DUCTILE IRON PIPE THE BOTTOM.. .OF THE TRENCH SHALL BESc GAPED � W ff
AND COMPACTED AND ALL STONES REAQVED OR A 4" BEDDING OF .NO, 68 ��- d
r� 0 1
STONE
1 r
�TJNE SHALL BE PROVIDED N 0
3.'VVHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A fV11Nlivlu1m 6,"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
TYP. SEWER PIPE INSTALLATION
IN TRENCH
Not To Scale
rel
10+00 10+50 11+00 11+50 12+00
(__7� SANITARY SEINER PROFILE; SAN I -ID
SCALE: I"=30' Horizontal, 1"=10' Vertical
655
650
645
640
635
630
625
620
615
610
605
600
595
590
585
580
3+ 8 575
+
CONTRACTOR SHALL CONTACT ACSA FOR INTERNAL DROP DETAIL.
Jus M.
SHIMP
C. o.
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10+00 10+50 11+00 11+50 12+00
(__7� SANITARY SEINER PROFILE; SAN I -ID
SCALE: I"=30' Horizontal, 1"=10' Vertical
655
650
645
640
635
630
625
620
615
610
605
600
595
590
585
580
3+ 8 575
+
CONTRACTOR SHALL CONTACT ACSA FOR INTERNAL DROP DETAIL.
Jus M.
SHIMP
C. o.
5183
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625 625 s 00
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620 N W
w
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615 615 z
" W
610 610 o
PROPOSED —
soy 605 z
600
600
O
595 595 N
W Q
590
Le
590 . W
4
Ulm585 >
585 z
580 U
5801:73 w
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575 IN U
575
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SANITARY SEWER PROFILE: SAN X-4 pLTH
�� 4 SCALE, 1 —30 Horizontal, 1 —10 Vertical Q�� ��
650
650 ,
U J IN M. SHIMP >
045 645 Lic. o. 5183
640 640��S10 I
A7A
635
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630
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625 -0 � a?
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-------------
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