HomeMy WebLinkAboutSDP201500035 Plan - Approved Final Site Plan and Comps. 2015-12-29r
SITE DATA
AREA
(AC)
EXISTING INDEX CONTOUR
-do
OWNER / DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC
CONTACT.• DAVE BROCKMAN
- EX. EP _
1005 HEATHERCROFT CIRCLE, SUITE 100
OLD TRAIL VILLAGE
EXISTING REDUCER
CROZET VA, 22932
CELL: (702)-985-9088
} CL
CG -6
dave@oldtrailvilloge.com
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
TOTAL UNITS GROSS
RESIDENTI
AL
Market AffordMARKET
DENSITY
Rate able (DU/AC)
A0
914 MONTICELLO ROAD
EXISTING STORM SEWER
-"
CHARLOTTESVILLE, VA. 22902
15" RCP
PROPOSED STORM SEWER
(434)-977-0205
BANKED
UNITS
TAX MAP PARCEL No:
A PORTION OF 055E0 -01-00-000A1
PROPOSED SANITARY SEWER
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
10,855
OF ZMA-04-024 APPROVED ON SEPTEMBER
14, 2005
USE:
9 SINGLE FAMILY DETACHED UNITS
32
6
16 SINGLE FAMILY ATTACHED UNITS
32
BUILDING HEIGHT:
ON OCTOBER 7, 2015, THE BOARD OF
SUPERVISORS APPROVED A SPECIAL
+12.0
EXCEPTION TO AUTHORIZE A VARIATION
FROM THE CODE OF DEVELOPMENT TO
19%
PERMIT A BUILDING HEIGHT ABOVE THE
MAXIMUM 2.5 STORIES PERMITTED IN
EXISTING TREE
BLOCK 27, SUBJECT TO THE FOLLOWING CONDITION:
EX. 15' OAK
1. NO BUILDING HEIGHT SHALL BE
ABOVE 3.5 STORIES.
SETBACKS:
ON OCTOBER 7, 2015, THE BOARD OF SUPERVISORS APPROVED A SPECIAL
20
EXCEPTION TO AUTHORIZE A VARIATION
FROM THE CODE OF DEVELOPMENT TO
10.5
REDUCE SETBACKS IN BLOCK 27, SUBJECT TO THE FOLLOWING CONDITIONS:
100%
1. LOTS 10-25 SHALL HAVE FIVE
FOOT FRONT, 0 FOOT SIDE AND FIVE FOOT
4
REAR SETBACKS.
4
10%
2. LOTS 1-9 SHALL HAVE FIVE FOOT FRONT, SIDE AND REAR SETBACKS.
LOT AREAS:
ON OCTOBER 7, 2015, THE BOARD OF SUPERVISORS APPROVED A SPECIAL
mixed use
EXCEPTION TO AUTHORIZE A VARIATION
FROM THE CODE OF DEVELOPMENT TO
0
PERMIT LOT SIZES BELOW 4,000 SQUARE FEET IN BLOCK 27, SUBJECT TO THE
0
FOLLOWING CONDITION:
0
1. NO LOT SIZE FOR A SINGLE-FAMILY
DWELLING SHALL BE BELOW 1,500
0%
SQUARE FEET.
0
0
MAXIMUM LOT COVERAGE FOR SINGLE FAMILY
IS 607.
0%
LOT SQUARE FOOTAGE LOT COVERAGE
3A
1 5190.2
39%
2,500
2 5472.7
54%
0
3 4596.7
47%
0
19
4
4 4838,6
53%
0
5 5416.2
45%
0
6 5641.8
50%
0
7 5017.4
47%
3B
8 5067.0
58%
19 100%
9 4237.6
49%
6 32%
10 2004.1
34% (AFFORDABLE)
0 0
11 1540.0
58%
1 0
12 1540.0
58% (ACCESSORY)
1
13 2415.0
37% (ACCESSORY)
mixed use
14 2415.0
37% (ACCESSORY)
0
15 1540.0
58% (ACCESSORY)
0
16 1540.0
58%
9.1
17 1506.5
45% (AFFORDABLE)
4
18 1965.3
34% (AFFORDABLE)
0
19 1542.3
58%
4
20 1542.3
58% (ACCESSORY)
SF
21 2405.3
37% (ACCESSORY)
23
22 2405.3
37% (ACCESSORY)
0
23 1542.3
58% (ACCESSORY)
10.5
24 1542.3
58%
6
25 1509.8
46% (AFFORDABLE)
AREA SUMMARIES:
LOTS 1. 714 Ac.
29%
6
OPEN SPACE 0.177 Ac.
2.7
mixed use
PUBLIC R -O -W 1.025 Ac.
0
4
PRIVATE R -O -W 0.244 Ac.
14
TOTAL AREA 3.16 Ac.
GROSS RESIDENTIAL 8.0 DWELLING UNITS PER ACRE
DENSI TY.•
PROPOSED 92,253 S. F.
IMPERVIOUS AREA:
PROPOSED 43,828 S.F.
TURF AREA:
PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED & ATTACHED DWELLING = 2 x 25 = 50 SPACES
ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = 0.25 x 25 = 6.25 SPACES
TOTAL SPACES REQUIRED = 50 + 7 = 57 SPACES
PARKING PROVIDED: 50 SURFACE SPACES + 18 GARAGE SPACES = 68 SPACES PROVIDED
MAGISTERIAL DISTRICT, WHITE HALL MAGISTERIAL DISTRICT
DRAINAGE DISTRICT. LICKINGHOLE CREEK
WATERSHED: LICKINGHOLE CREEK
TOPOGRAPHY. LOUISA AERIAL SURVEYS, AUGUST 2012
DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83
BLOCK 27
FINAL SITE PLAN
/
3
V
LEGEND
EXISTING INTERMEDIATE CONTOUR
AREA
(AC)
EXISTING INDEX CONTOUR
-do
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
- EX. EP _
PROPOSED EDGE OF PAVEMENT
�l
EXISTING REDUCER
EXISTING CURB AND GUTTER
_ EX. C&G_
} CL
CG -6
ffidomsfol�
TRANSITION FROM CG -6 ROLL-TOP
CG -6 ROLL-TOP
TOTAL UNITS GROSS
RESIDENTI
AL
Market AffordMARKET
DENSITY
Rate able (DU/AC)
A0
EX. 15" RCP
EXISTING STORM SEWER
-"
TOTAL #
% OF TOTAL
UNITS
RATE UNITS
15" RCP
PROPOSED STORM SEWER
TOTAL
BANKED
UNITS
EXISTING SANIITARY SEWER -
o
PROPOSED SANITARY SEWER
0
SITE
10,855
/
3
V
LEGEND
EXISTING INTERMEDIATE CONTOUR
AREA
(AC)
EXISTING INDEX CONTOUR
-do
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
- EX. EP _
PROPOSED EDGE OF PAVEMENT
�l
EXISTING REDUCER
EXISTING CURB AND GUTTER
_ EX. C&G_
} CL
CG -6
ffidomsfol�
TRANSITION FROM CG -6 ROLL-TOP
CG -6 ROLL-TOP
TOTAL UNITS GROSS
RESIDENTI
AL
Market AffordMARKET
DENSITY
Rate able (DU/AC)
A0
EX. 15" RCP
EXISTING STORM SEWER
-"
TOTAL #
% OF TOTAL
UNITS
RATE UNITS
15" RCP
PROPOSED STORM SEWER
TOTAL
BANKED
UNITS
EXISTING SANIITARY SEWER -
o
/
3
V
LEGEND
EXISTING INTERMEDIATE CONTOUR
AREA
(AC)
EXISTING INDEX CONTOUR
-do
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
- EX. EP _
PROPOSED EDGE OF PAVEMENT
EP
EXISTING REDUCER
EXISTING CURB AND GUTTER
_ EX. C&G_
PROPOSED CURB AND GUTTER
CG -6
ffidomsfol�
TRANSITION FROM CG -6 ROLL-TOP
CG -6 ROLL-TOP
TOTAL UNITS GROSS
RESIDENTI
AL
Market AffordMARKET
DENSITY
Rate able (DU/AC)
MARKET RATE UNITS
EX. 15" RCP
EXISTING STORM SEWER
-"
TOTAL #
% OF TOTAL
UNITS
RATE UNITS
15" RCP
PROPOSED STORM SEWER
TOTAL
BANKED
UNITS
EXISTING SANIITARY SEWER -
o
PROPOSED SANITARY SEWER
0
PROPERTY LINE
10,855
0
EASEMENT LINE
-
CENTERLINE
32
6
LIMITS OF CLEARING AND/OR GRADING
32
EXISTING SPOT" ELEVATION
+ �.
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP LINE
6
19%
1
1B & 3C
EXISTING TREE
mixed use
EX. 15' OAK
14,500
0
PROPOSED TREE
GB
VICINITY MAP
SCALE: 1'=1000 FEET
PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE
BLOCK
AREA
(AC)
BLOCK
CLASSIFIC
ATION
NON-RESIDENTIAL
AREA (SQ. FT.)
RETAIL
AREA
(SQ.
FT.)
-8 -
PROPOSED WATER VALVE
0
PROPOSED WATER METER
} -
EXISTING REDUCER
RESIDENTIAL UNITS 1
PROPOSED REDUCER
HANDICAP RAMP (CG -12)
ffidomsfol�
DENOTES LOCATION OF STD. VDOT
CG -12 AND/OR JURISDICTIONAL
S. F. S. F. TOWN CONDO)/
DETACH ATTACHE HOUSE APARTMENT
ED UNITS D UNITS UNITS UNITS
TOTAL UNITS GROSS
RESIDENTI
AL
Market AffordMARKET
DENSITY
Rate able (DU/AC)
MARKET RATE UNITS
AFFORDABLE UNITS
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TOTAL #
% OF TOTAL
UNITS
RATE UNITS
REQUIRE
D FOR
AFFORDA SALE
BLE
FOR
RENT ACCESS
APARTM ORY
ENTS
TOTAL
BANKED
UNITS
TOTAL % OF
NUMBER TOTAL
OF UNITS UNITS
1A
2.17
mixed use
24,231
10,855
0
0
0
32
32
6
14.7
32
100%
5
0
6
0
6
19%
1
1B & 3C
3.70
mixed use
28,731
14,500
0
0
19
20
39
4'.
10.5
39
100%
6
0
4
0
4
10%
2
2
4.9
mixed use
46,029
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
3A
6.8
mixed use
2,500
0
0
0
0
0
0
19
4
6
0.0
0
0%
0
0
0
0
0
0%
0
3B
0 0
0 0 19 0
19 100%
3 6
0 0
6 32%
3
3D
0 0
4 0 0 0
4 100%
1 0
0 0
0 0%
1
4
3.1
mixed use
4,500
4,500
0
10
18
0
28
8
9.1
28
100%
4
8
0
0
8
29%
4
12 & 15
4.0
SF
0
0
23
7
12
0
42
12
10.5
42
100%
6
0
0
12
12
29%
6
11
2.7
mixed use
2,000
0
4
11
14
0
29
3
10.6
35
121%
4
3
0
0
3
10%
1
13
3.7
mixed use
3,000
0
29
0
0
0
29
7.9
29
100%
4
0
0
0
0
0%
4
14
4.4
SF
0
0
20
0
0
0
20
4.5
20
100%
3
0
0
0
0
0%
(3)
20/21
5.4
mixed use
360
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
23
3.4
multi family
0
0
0
13
0
0
13
3.8
13
100%
2
0
0
0
0
0%
2
28/29B/35B
5.4
SF
0
0
27
0
0
0
27
6
5.0
33
122%
4
6
0
0
6
22%
2
29A
1.7
SF
0
0
5
0
0
0
5
2.9
5
100%
1
0
0
0
0
0%
1
35A
1.9
SF
0
0
7
0
0
0
7
3.7
7
100%
1
0
0
0
0
0%
1
TOTAL
44.3
111, 351 - 58,029j
29,855 1
119
41
82
52
339
1
7.7 1
306
90%
51
23
10
12
45
13%
1
CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS.
FLOODPLAIN: THIS PROJECT 1S NOT LOCATED WITHIN FLOODPLAIN
LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP
COMMMUNI TY PANEL NUMBER 510006 0237 D.
EFFECTIVE DATE: FEBRUARY 4, 2005.
EROSION CONTROL PHASE I & 11 EROSION CONTROL PROVIDED BY THE EXISTING SEDIMENT BASIN
& SWM: ADJACENT TO OLD TRAIL DRIVE (CONSTRUCTED THROUGH WP0201400004).
WP0201400004 PROVIDES WATER QUALITY/QUANTITY COMPLIANCE.
LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES
AND DETAILS.
LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE-HALF
FOOT CANDLE.
3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al.
THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH
THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
% OF TOTAL AFFORDABLE UNITS 51.1% 22.2% 26.7% NET BANKED 1
UNITS AVAILABLE
PROPOSED DEVELOPMENT FOR OLD TRAIL VILLAGE NOTES
(1) HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL UNITS CONSTRUCTED AT OLD TRAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN THE FORM OF FOR -SALE CONDOMINIUMS AND
TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY UNITS. EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE OLD TRAIL VILLAGE DEVELOPMENT SHALL
DESIGNATE THE LOTS OR UNITS, AS APPLICABLE. THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF PROFFER #2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER #2 OF
ZMA-2004-024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR SITE PLAN SHALL CONSTITUTE A MINIMUM OF FIFTEEN PERCENT
(15%) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SITE PLAN.
(2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40%) OF THE AFFORDABLE HOUSINGDWELLING UNITS SHALL BE FOR -SALE UNITS.
(3) WHEN BUILT -OUT, NO MORE THAN THIRTY (30%) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS.
(4) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30%) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS. "ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED
IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 5.1.34, AND A UNIT WITHIN A TWO-FAMILY DWELLING AS A TWO FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
(5) THE OWNER MAY "CARRY-OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE
EXCEED THE FIFTEEN PERCENT (15%) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDITIONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE FIFTEEN PERCENT (15%) OF THE TOTAL
UNITS ON ANY SUBDIVISION PLAT OR SITE PLAN.
(6) THERE ARE NO OPEN SPACES AND/OR RECREATION AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT
PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT.
(7) AT LEAST THREE (3) POCKET PARKS TOTALING AT LEAST 1.2 ACRES TOTAL SHALL BE DEVELOPED THROUGHOUT OLD TRAIL VILLAGE. POCKET PARKS SHALL BE DISTRIBUTED THROUGHOUT THE DEVELOPMENT
AS SPECIFIED ON PAGE 21 OF THE CODE OF DEVELOPMENT FOR OLD TRAIL VILLAGE.
NOTES:
1. BLOCK 3C CONTAINS 13 AFFORDABLE APARTMENT UNITS BY DEFINITION. HOWEVER, BASED ON THE APPROVED CODE OF DEVELOPMENT AND PROFFERS, ONLY 30% OF THESE UNITS CAN COUNT TOWARD THE
AFFORDABLE HOUSING REQUIREMENT. 15% ARE USED WITHIN THIS BLOCK AND AN ADDITIONAL 15% ARE BEING BANKED FOR FUTURE DEVELOPMENT REQUIREMENTS WITHIN THE OTHER BLOCKS. THE CHARTS HAVE
BEEN UPDATED TO REFLECT THAT ONLY 8 UNITS OF THE 13 UNITS CAN BE COUNTED AS AFFORDABLE UNITS, AND THE OTHER "AFFORDABLE" UNITS HAVE BEEN LISTED AS MARKET RATE UNITS.
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
DEPARTMENT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
-8 -
PROPOSED WATER VALVE
0
PROPOSED WATER METER
} -
EXISTING REDUCER
- -
PROPOSED REDUCER
HANDICAP RAMP (CG -12)
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DENOTES LOCATION OF STD. VDOT
CG -12 AND/OR JURISDICTIONAL
ALBEMARLE COUNTY SERVICE AUTHORITY
STANDARD AMP CONSTRUCTION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
i
CRITICAL SLOPE
SLOPES TO BE SEEDED, MULCHED &TACKED
VEHICLES PER DAY COUNT
1,234 VPD
PROPOSED STREET NAME SIGN
+
EXISTING SIGN
-a-
PROPOSED SIGN
�-
SANITARY MANHOLE IDENTIFIER
18
STORM DRAIN STRUCTURE IDENTIFIER
12
GENERAL CONSTRUCTION NOTES
1. 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 REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED
AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
4$ NI,T H op
Christopher C. Mulligan
Lic. No.
�10 031672 Q
FSS / 0 N A L ENG
APPROVALS
DATE
DEPARTMENT
PLANNINGZONNING
ENGINEERING
INSPECTIONS •
} -
ARCHITECTUAL REVIEW BOARD
*
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ALBEMARLE COUNTY SERVICE AUTHORITY
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DEPARTMENT O TRANSPORTATION
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REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Dec. 8, 2015
DATE
July 1, 2015
FILE NUMBER
8053
SHEET
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NOTE: BEFORE DEMOLITION OF PORTIONS OF Lickinghole I
SOIL TYPE 26133 1 Top=683.00
A -16
Lickinghole 1
THE EXISTING SANITARY SEWER, In)
�'TH Op ---/1 57\ APPROVED OUTFALL /(In)=667,40
Top=677.36 F
Aut)��67.20
TO BE MOVED TO AN
-A
CONTRACTOR MUST SUMBIT A BY-PASS ! / —
16> inv(ln)=668.23
Inv
PUMPING PLAN TO ACSA AT THE ALTERNATE LOCATION Inv(out)=668.032
z A
(PROP. STR# 229)
-17
M Top=674.2'6
TIME OF CONSTRUCTION. Ex. M.H. # 15 To Be SOIL DIVIDE Lickinghole! 1
(TYPICAL)
C, Removed with Block
A, Inv(In)=669.22 �06100
\27 Construction
Christopher C. Mulligan BENCHMARK #1
Inv(Out)=G69.02
RIGHT FRONT BONNET
Lic. No. 20, S P"\RY 1-A55
031672 BOLT ON FIRE HYDRANT 2B?'6 NC
ELEV.=686.86"S
S/ONAL
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Inv(Out)=671.63
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REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
CONTOUR INTERVAL
2 FEET
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REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
CONTOUR INTERVAL
2 FEET
FILE NUMBER
8053
SHEET
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If - _\ Top=677.36
/-A -16) Iny(ln)=668.23
Inv(Out)=668.03
Lickinghole 1-17 0
o Top=674.216 /
z z Inv(ln)=669.22 J
Inv(Out)=6169.02
jo
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1 TE
DRAINAGE fI SMT
12+81.55 OLDHAM DRIVE
13+20.91 ORION LANE
ELEV. = 684.25
77° INTERSECTION
rA o
NOTES:
e �T.RMENSIONS
S OWN ARE TO
\ IMENSIONS.
2. GARAGES AF
BACK OF CURB
OFF-STREET P�
3. THE DEVELO
THE BUILDING F
ENVELOPE.
12) �J DR (NAGE I I + i /211 III
t III
' ES T.
L J o coo co 21 RADIUS = 500.00' FU"'
:
;� j j PI STATION = 13+37.71 III III
�'� W °'- LENGTH = 174.53'
6[A
7 9 ; I{I 36 C -URE BLOCK 7
FC A'(' W
D
48A I 09 0
I
VARIES VARIES
C DOGHOUSE PROP. 20' �_ : : : I II
UTILITY' ESMT. , 12+49.55PC 4' 4' 4'
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_. _ __._._ --- E 11421716 33
59.9' 51.6' 52.1' 53. ' I --
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6" CLOSED I
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6' PLANTING STRIP
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10 _ 11 12 13 14 15 16 17 (48"x30") I III
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P o oDRAINA T' z BARRICADE DETAIL
( I(
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SIGHT IST. I o 0 0 "ESMT. I <<R 5' SIDEWALK NO SCALE I
ESMT. 20 I v : ET SIG (o TYP. 1f
AFFORDABLE ACCESSORY ac Y acCE r ACCES. ORD LE THE ROAD CLOSED BARRICADES SHALL BE TYPE 3
{ - iM BARRICADES, WITH ALTERNATING CHEVRON FLUORESCENT ORANGE
I III III
1. Np ARK G°SC N 0 PAR.1`NG N WHITE STRIPES, PLACED IN ACCORDANCE WITH THE 2011 VWAPM.
E '
2 10' 1 2210 , 34`5' 34 5' 1 2 .O' 2?J 0' 9:5' 203 I
. III I
ROLL: -TOP :TO: CG -6 :__L :ROLLS -:TOP CCR���I c> : 12+66.11 FENNEL ROAD
SIGN . m.. N.. NO PARxING . N ,.I 61 ORION LANE I
.E' . ri iso rp nnlciTir��r : :: N : 5:9°:561' 15» E F G N.1 VL: ROA. cV 111+12. III III
-- .: a I ELEV. = 687.91
o'. .2.66;11': i U: o:
=T: SIGN::: TYP : �: R Lt=TOP 24 . P1'1V�Ie RJW :. o I. STflP SIGN : �yTH OF II !! 1!
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10+00 BELLGROVE STREET
13+22.85 ASHLAR AVENUE
ELEV. = 687.13
SCALE 1" = 30'
30 15 0 30 60
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90'90` INTERSECTION
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REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
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REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
FILE NUMBER
8053
SHEET
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GRADING NOTES
1. THE LATEST EDITION OF THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT
OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION
METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT-OF-WAY AND REPLACED WHERE NECESSARY WITH SUITABLE
MATERIAL TO THE SATISFACTION OF THE ENGINEER.
3. ALL GROWTH OF TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR
TO THE CONSTRUCTION OF THE SUBGRADE.
5. DRIVEWAYS TO LOTS WILL NOT BE STEEPER THAN TWENTY (20) PERCENT UNLESS
CERTIFIED BY AN ENGINEER THAT THE DRIVEWAY AT THE PROPOSED STEEPNESS WOULD BE
SAFE AND CONVENIENT FOR VEHICLES (INCLUDING EMERGENCY VEHICLES) TO USE THE,
DRIVEWAY, AND SHALL INCLUDE GRADING TRANSITIONS AT THE STREET THAT THE AGENT
DETERMINES WILL ALLOW PASSENGER VEHICLES TO AVOID SCRAPING THE VEHICLE [BODY ON
THE DRIVEWAY OR THE STREET. ADDITIONALLY, THE DRIVEWAY GRADING SHALL PROVIDE AN
AREA IN FRONT OF THE PROPOSED GARAGE, OR AN AREA PROPOSED FOR VEHICLE PARKING
WHERE NO GARAGE IS PROPOSED, THAT IS NOT LESS THAN EIGHTEEN (18) FEET I[N LENGTH
THAT WILL BE GRADED NO STEEPER THAN EIGHT (6) PERCENT.
11
INT
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A4,
4�
ristopher C. Mulligan
Lic. No.
031672 �<v�
FSS / O N A L
6. AN AREA AT LEAST TEN (10) FEET IN WIDTH, OR TO THE LOT LINE IF IT Is LESS
THAN TEN (10) PERCENT THE PORTION OF THE STRUCTURE FACING THE STREET, HAS GRADES
NO STEEPER THAN TEN (10) PERCENT ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT
WILL NOT BE SERVED BY A STAIRWAY. THIS GRADED AREA ALSO SHALL EXTEND FROM THE
ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING THE DWELLING TO THE STREET.
10+00 BELLGROVE STREET
13+22.85 ASHLAR AVENUE
ELEV. = 687.13
' I 10+00.00 ORION LANE
15+88.96 ASHLAR AVENUE
4 l ELEV. = 689.94
a 90° INTERSECTION
SCALE I"= 30'
30 15 0 30 60
SCALE IN FEET
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Lic. No.
031672 �<v�
FSS / O N A L
6. AN AREA AT LEAST TEN (10) FEET IN WIDTH, OR TO THE LOT LINE IF IT Is LESS
THAN TEN (10) PERCENT THE PORTION OF THE STRUCTURE FACING THE STREET, HAS GRADES
NO STEEPER THAN TEN (10) PERCENT ADJACENT TO POSSIBLE ENTRANCES TO DWELLINGS THAT
WILL NOT BE SERVED BY A STAIRWAY. THIS GRADED AREA ALSO SHALL EXTEND FROM THE
ENTRANCES TO THE DRIVEWAYS OR WALKWAYS CONNECTING THE DWELLING TO THE STREET.
10+00 BELLGROVE STREET
13+22.85 ASHLAR AVENUE
ELEV. = 687.13
' I 10+00.00 ORION LANE
15+88.96 ASHLAR AVENUE
4 l ELEV. = 689.94
a 90° INTERSECTION
SCALE I"= 30'
30 15 0 30 60
SCALE IN FEET
REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
CONTOUR INTERVAL
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Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
CONTOUR INTERVAL
1 FOOT
FILE NUMBER
8053
SHEET
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REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
CONTOUR INTERVAL
2 FEET
FILE NUMBER
8053
SHEET
518 .
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8053
SHEET
518 .
SEWER SERVICE LATERAL CONNECTION NOTES
i. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS FINISHED
INDICATED ,THE TOP (CROWN) ELEVATION OF THE SERVICE GROJUNDQ
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE. 2' MIN
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN
SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED
BY "SEALTITE",OR AN APPROVED EQUAL.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL SALT
BE 2% (1/4 -PER FOOT) TREATED
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM 2 x 4
DIAMETER OF 4". MARKER
5. ALL SEWER LATERALS SHALL HAVE A
MINIMUM COVER OF 3 FEET.
PLUG END OF
LINAIN E SECTION SERVICE LATERAL
45.0'0"
IN LINE WYE -TEE
PLAN
VARIES
E
SEWER SERVICE
LATERAL CONNECTION
FIG. S-2 N.T.S.
TD -6
FLEXIBLE CONNECTION
WITH STAINLESS STEEL
BAND
10 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
BRANCH
2"
NOTE:
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
w CONNECTION BOOT "
_j INSTALLED
O
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN.
NTS
FIG. S -I -B
TD -2
z
N
cz
G
m
PLACE S GALV. " WITNESS " POST PAINTED
BLUE TO INDICATE VALVE LOCATION AS
CD DIRECTED. MARKER LOCATION MAY BE SUBJECT
b TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE -�
o
ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
�j-I� `(SCREW TYPE) OR APPROVED EQUAL
M.J. GATE VALVE
WATER 4i W h I 1 d W h" LINE
2500 P.S.I.
CONCRETE 1172'x 2' BEARING AREA.
THRUST BLOCK 4
X 4 4
V
NOTE: IN REMOTE AREAS, VALVE BOXES SHALL
EXTEND SIX (6) INCHES ABOVE GRADE,
TYPICAL GATE VALVE
NTS
FIG. W-5
I X
TD -18
ACSA GENERAL WATER & SEWER CONDITIONS February 06, 2013
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ASCA) INSPECTORS.
THE CONTRACTOR WILL BE RESPONSIBLE FOR NO7/F)1NG THE PROPER SERVICE AUTHORITY OFFICIALS AT
THE START OF THE WORK,
2. THE LOCATION OF EXISTING U71LI71ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY
SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL
ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. 714E CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF
PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS,
AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING
FUTURE EXTENSION OF THE LINE
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULA71ON REGARDING BRASS
FITTINGS, EFFECTIVE JANUARY 04, 2014 (SENATE BILL 3874, WHICH MODIFIES THE SAFE DRINKING WATER ACT).
EXISTING PAVEMENT PROPOSED PAVEMENT
REMOVE EXISTING SAWCUT THROUGH
SURFACE COURSE12" EXISTING SURFACE COURSE
I2»f
PROPOSED SURFACE COURSE
16NTERMEDIATE ASPHAL
BASE ASPHAL •�
BENCHED PAVEMENT �; �,'� .• • T . ;
JOINT Wf ASPH. :. -
TACK COAT ovD-0 AGGR. BASE o o a:Q4
o..•a 0%0O,d Q
NOTE., PROPOSED PAVEMENT MUST
TIE IN WITH EXISTING PAVEMENT
PA TlEffL'NT JDINT -DETA [
FOR ALL BENDS
45'
min
� D o
IN
T
1" COMPRESSION x 3/4" MALE PIPE
COUPLING OR APPROVED EQUAL
1*xi *xi "
TEE
SECTION 2-2
O
FOR USE ON ATTACHED SINGLE
FAMILY RESIDENTIAL SERVICES OR
DUAL RESIDENTIAL AND IRRIGATION
SERVICES.
U
FOR USE ON DETACHED
SINGLE FAMILY RESIDENTIAL
SERVICE WHERE AN IRRIGATION
O METER IS NOT PROVIDED.
0
CAST IRON LID
BROOKS 2200 SERIES BOX
NTH ;kOR
SION OR
APROVEDNEQUAL TIN
UNPAVED AREAS
COPPERSETTER
(PLACED ON STONE)
McDONALD 20-209 WWDD 33
APPROVED EQUAL
4" STONE BRICK AS
CORPORATION STOP (1 1 1/2", 2") BEDDING NECESSARY
MUELLER NO. H-15000
FORD NO. F-600, OR
APPROVED EQUAL
TYPICAL SERVICE
LATERAL INSTALLATION
ADDED FEB. 16, 2006
NTS
FIG. W-6
TD -19
PIPE
NOTE:
BEND DIMENSIONS
NO SWEATED
TEE AND PLUGS
FITTINGS
SIZE
DUAL SERVICE
(FEET)
1" COMPRESSION x 3/4" MALE PIPE
(FEET)
COUPLING OR APPROVED EQUAL
O O O
BEND
2.35" TYP*
1" TYPE "K"
L
SOFT COPPER
T
SINGLE SERVICE
NOTE:
TO
1) SADDLES SHALL BE USED ON PVC PIPE.
FINISHED GRADE
=III ,III ,111€ 11-I I Ii;,,lll III it
2.50
REQUIRED.
LOCKWING ill y
1/4 BEND COUPLING (IF REQUIRED) BALL 1,1
MUELLER NO. H-15069
(1") VALVES
NO. H-15068
1/2", 2") (INLET & ,]=
FORD N0. L02-44
(1) OUTLET) =I1
140. L02-66
1 1/2")d 11
N0. L02-77
0) 36" MIN. 1
OR APPROVED EQUAL h i
SECTION 2-2
O
FOR USE ON ATTACHED SINGLE
FAMILY RESIDENTIAL SERVICES OR
DUAL RESIDENTIAL AND IRRIGATION
SERVICES.
U
FOR USE ON DETACHED
SINGLE FAMILY RESIDENTIAL
SERVICE WHERE AN IRRIGATION
O METER IS NOT PROVIDED.
0
CAST IRON LID
BROOKS 2200 SERIES BOX
NTH ;kOR
SION OR
APROVEDNEQUAL TIN
UNPAVED AREAS
COPPERSETTER
(PLACED ON STONE)
McDONALD 20-209 WWDD 33
APPROVED EQUAL
4" STONE BRICK AS
CORPORATION STOP (1 1 1/2", 2") BEDDING NECESSARY
MUELLER NO. H-15000
FORD NO. F-600, OR
APPROVED EQUAL
TYPICAL SERVICE
LATERAL INSTALLATION
ADDED FEB. 16, 2006
NTS
FIG. W-6
TD -19
PIPE
45•
BEND DIMENSIONS
max
TEE AND PLUGS
2 L
f
SIZE
�
\ -
(FEET)
45•
• a p max
(FEET)
PLUG ' - a
O O O
BEND
2.35" TYP*
2 a
L
I H
T
FOR TEE OR WYE FITTINGS
- WIDEN TRENCH
TO
ACCOMMODATE
,
ANCHOR IF
2.50
REQUIRED.
MI
BEDDING AS
4
REQUIRED
h
SECTION 2-2
O
FOR USE ON ATTACHED SINGLE
FAMILY RESIDENTIAL SERVICES OR
DUAL RESIDENTIAL AND IRRIGATION
SERVICES.
U
FOR USE ON DETACHED
SINGLE FAMILY RESIDENTIAL
SERVICE WHERE AN IRRIGATION
O METER IS NOT PROVIDED.
0
CAST IRON LID
BROOKS 2200 SERIES BOX
NTH ;kOR
SION OR
APROVEDNEQUAL TIN
UNPAVED AREAS
COPPERSETTER
(PLACED ON STONE)
McDONALD 20-209 WWDD 33
APPROVED EQUAL
4" STONE BRICK AS
CORPORATION STOP (1 1 1/2", 2") BEDDING NECESSARY
MUELLER NO. H-15000
FORD NO. F-600, OR
APPROVED EQUAL
TYPICAL SERVICE
LATERAL INSTALLATION
ADDED FEB. 16, 2006
NTS
FIG. W-6
TD -19
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
O O O
BEND
2.35" TYP*
0.9" --i
L
I H
T
L
H
T
350
90
2.50
2.50
3.01
0.24
ORION LANE
10+00 - 14+60
25 mph
1,750
4" & 6"
45
2.00
2.25
2.60
0.15
10+00 - 12+66
15 mph
160
16'
1-1/2"
22 1/2
1.50
2.00
2.52
0.10
2.00
2.25
2.50
0.15
2-1/2"
11 1 /4
1.50
2.00
2.50
1 0.10
0
0.
90
3.66
3.16
3.21
0.48
_ _
-
-
8„
45
2.66
2.66
2.77
0.26
UD -4
SUB -BASE
6 VDT 21A
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
4" UD -4
UNDERDRAIN
11 1/4
1.66 1
2.16
2.67
0.13
3' 3,
2,
90
4.83
3.83
3.42
0.83
CONCRETE
6' PLANTING
6'
10" & 12"
45
3.33
3.58
2.95
0.43
3 83
4.00
2.83
0.52
PARKING LANE
22 1/2
2.33
2.58
2.86
0.24
30.5'
11 1/4
1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION,
CHANGES SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE REStPONSIBLE TO THE VERIFY THE TYPE &
SIZE OF ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FIG. W-:3
TD -14
OUTLET PROTECTION SPECIFICATIONS
k.
TEMPORARY
Af- NUIN LLNU I H = 2-4
KENNEDY GUARDIAN (K -81A) NOTE: HYDRANT MUST BE
CLOW
WITH CHARLOTTES -
CLOW MEDALLION- VILLE THREADS WHICH IS
M&H MODEL 129 THE LOCAL STANDARD.
�OR APPROVED EQUAL
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10'
(270')
VALVE
7 CU. FT. 18" /� BOX
in #68 STONE -I /
36„MIN'6" GATE
•' a� 'j VALVE
B
p
2500 P.S.I. CONCRETE 9 'j 7
A •p °' a
BASE AND THRUST
BLOCK AGAINST °
UNDISTURBED STABLE 8" X 6"
SOIL. TEE
STEEL PILE
WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED RODS TO
A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS.
THE VALVE TO THE HYDRANT WITH 2-3/4" RODS SHALL BE GALVANIZED
THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE .
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT
STIR 229
STR #231'(26.7.. C Y'• CL i RAP OUTF OW
OUTFLOW OP2 DD 1`8»,.MIN.. ..DEPTH`., N X48„
N
W/ UfNDRLYING F:F€ Q10 = 92.5 cfs
Q10 = 92.5 cfs
APRON LENGTH = 24
ROAD CLAS'S'IFICATION S'CHE'DULE
ROAD NAME
STATION
DESIGN
SPEED
VPD
PAVEMENT
WIDTH (A)
PAVEMENT THICKNESS
FUNCTIONAL
CLASSIFICATION
SM -9.5
BM -25.0
21 B
TYP O 0-TYP
0.2"
O O O
2.35" TYP*
0.9" --i
TRUNCATED DOMES
TRUNCATED DOMES
A
GOLF VIEW DRIVE
21+47 - 25+04
25 mph
350
32'
1-1/2"
3"
6"
LOCAL
ORION LANE
10+00 - 14+60
25 mph
1,750
32'
1-1/2"
4"
8"
LOCAL
FENNEL ROAD
10+00 - 12+66
15 mph
160
16'
1-1/2"
2-1/2"
6"
LOCAL
OLDHAM DRIVE
10+00 - 12+82
115 mph
90
16'
1-1 /2"
2-1/2"
6"
LOCAL
ASSEMBLY DETAIL
FIG. W-4 N.T.S
TD -7
r
I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
24"MIN 24"MIN
g 8» INITIAL BACKFILL 8,.
8"
MIN. MIN,MIN. MIN
6" BEDDING
#68 STONE 24"I
* STABLE SOIL ROCK
*SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
36'" ` 36"
MIN UNSTABLE 24"MIN INITIAL BACKFILL MIN
24"MIN
SOIL 8" 8" 8" 8"
_ MIN. MIN. _ = 8 $ N. MIN.
-STONE STONE
STABLE SOIL OR ROCK'
STABLE SOIL OR ROCK
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
CG -12 Handicap Ramp- Type 'B'
NTS
AES AT
4PS
3oa4a p,Qpp a -�
`-SEE NOTE 9.
y ~'
Y" LIP MAX.
AREA OF COLORED
SURFACE
61' R
-O -W
TYP
O O 00--2 .35"*
*2
TYP O 0-TYP
0.2"
O O O
2.35" TYP*
0.9" --i
TRUNCATED DOMES
TRUNCATED DOMES
(Plan View) (Profile)
Notes:
1• THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2% (1% MIN.).
2• THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.
3• THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%.
4• A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5• CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6• RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7• TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.
8• WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9• ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS
INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.
10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
TYPICAL SECTION
GOLF VIEW DRIVE & ORION LANE
N.T.S.
* INTERMEDIATE PARKING ALONG BOTH SIDES OF THE ROAD
TD -13
4�1,TH OF t,j�
U /
Christopher C. Mulligan
Lic. No.
031672 2
�SSJONAI-
CG -12 Handicap Ramp- Type 'C'
\Q� OF 001E
`'\\;;� �� 2.0%(MAX.)EpGg�E R
s/o��91 ��\� 1.0% (MIN.) PGGESS
/ 4' (MIN.) I
/ 4' MIN.
€I PaPk POAOpOQ , A009PeP a0 OA#G Orr / '�€fl
�5� QonoO 0 oy��PPEA
FIMPoQ e o.\p=
€ T ,a ok kPa_ nak nP4P-
ti`�A A4 APA Oq Q AQi,PP
165 >�/yT .oaaAko .a as o k.,o.aa aauaaa.o ���Q�".
IO O'' OQOA 4PP �O.00P O.P P,, PPP APA OPS
0��
O O,# Quo# 4 # #,O C'.'P O '�J ��•
4' MIN.
Y" LIP MAX.
3 "*
AREA OF COLORED SURFACE Trn
O O O 2.35" * �\
TRUNCATED DOMES *z.TSrn' o°o°a TYP 0.2"
-0 I° I-- 0.9" --!
Imo- 2.35" TYP*
TRUNCATED DOMES TRUNCATED DOMES
(Plan View) (Profile)
* DIMENSIONS ARE CENTER TO CENTER
1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0 (1% MIN.).
2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.
3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%.
4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.
8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)
WHERE IT ABUTS ROADWAY.
10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
24' PRIVATE R/W
I
R/W ROLLTOP SURFACE R/W
ROLLTOP
CURB SM -9.5 CURB
3
3
BASE SUB -BASE
BM -25 AGGREGATE(21A)
2' 8' 8' 2' 1' 1'
FACE OF FACE OF
CURB CURB
TYPICAL SECTION
FENNEL ROAD & OLDHAM DRIVE
N.T.S.
/I
•
a
W
0
N 0
Z O CM
NQ
4 Qr Z
Q
Cc LU
OU �O
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rz
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O Q� _�
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W
W =
CL
REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
y ~'
61' R
-O -W
Q
A
06
R/W
LU
Q
Z
O
0
POINT OF I
�
m
z
R/W
-
3 •7
4" 3000 PSI
CONCRETE
VDOT ST'D
0
FINISHED
GRADE
SURFACE
VDOT ST'D
�Q
L.L
4" 3000 PSI
W
W
U
W
m
Q
CG -6
�
SM -9.5
CG -6
CONCRETE
3:1
- �•-
0
0.
3. 1
4" VDOT 21
_ _
-
-
4" VDOT 21A
3
STONE BASE
6" VDT 21A[4"BASE
UD -4
SUB -BASE
6 VDT 21A
STONE BASE
STONE BASE
UNDERDRAIN
BM -25
AGGREGATE 21A
( )
4" UD -4
UNDERDRAIN
STONE BASE
1 > 5'
3' 3,
2,
2'
3, 3,
5, 1,
CONCRETE
6' PLANTING
6'
10'
10'
6'
6' PLANTING
CONCRETE
SIDEWALK
STRIP
0.5'
PARKING LANE
TRAVEL LANE
TRAVEL LANE
PARKING LANE 0.5
STRIP
SIDEWALK
30.5'
30.5'
TYPICAL SECTION
GOLF VIEW DRIVE & ORION LANE
N.T.S.
* INTERMEDIATE PARKING ALONG BOTH SIDES OF THE ROAD
TD -13
4�1,TH OF t,j�
U /
Christopher C. Mulligan
Lic. No.
031672 2
�SSJONAI-
CG -12 Handicap Ramp- Type 'C'
\Q� OF 001E
`'\\;;� �� 2.0%(MAX.)EpGg�E R
s/o��91 ��\� 1.0% (MIN.) PGGESS
/ 4' (MIN.) I
/ 4' MIN.
€I PaPk POAOpOQ , A009PeP a0 OA#G Orr / '�€fl
�5� QonoO 0 oy��PPEA
FIMPoQ e o.\p=
€ T ,a ok kPa_ nak nP4P-
ti`�A A4 APA Oq Q AQi,PP
165 >�/yT .oaaAko .a as o k.,o.aa aauaaa.o ���Q�".
IO O'' OQOA 4PP �O.00P O.P P,, PPP APA OPS
0��
O O,# Quo# 4 # #,O C'.'P O '�J ��•
4' MIN.
Y" LIP MAX.
3 "*
AREA OF COLORED SURFACE Trn
O O O 2.35" * �\
TRUNCATED DOMES *z.TSrn' o°o°a TYP 0.2"
-0 I° I-- 0.9" --!
Imo- 2.35" TYP*
TRUNCATED DOMES TRUNCATED DOMES
(Plan View) (Profile)
* DIMENSIONS ARE CENTER TO CENTER
1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2.0 (1% MIN.).
2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.
3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%.
4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN
ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).
5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.
6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.
7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.
8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'
PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.
9. ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)
WHERE IT ABUTS ROADWAY.
10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.
24' PRIVATE R/W
I
R/W ROLLTOP SURFACE R/W
ROLLTOP
CURB SM -9.5 CURB
3
3
BASE SUB -BASE
BM -25 AGGREGATE(21A)
2' 8' 8' 2' 1' 1'
FACE OF FACE OF
CURB CURB
TYPICAL SECTION
FENNEL ROAD & OLDHAM DRIVE
N.T.S.
/I
•
a
W
0
N 0
Z O CM
NQ
4 Qr Z
Q
Cc LU
OU �O
Q. _z
rz
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w0>�o
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W
W =
CL
REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
FILE NUMBER
8053
SHEET
I,I
II,
J
Q
A
06
`i
0
LU
Q
Z
O
0
>
m
z
Z
0
z
O
W
�Q
L.L
W
W
U
W
m
Q
0
�
Q
0
0.
FILE NUMBER
8053
SHEET
I,I
5' or 8'
4" 3000 PSI CONCRETE THREADED COUPLING
VARIES PVC NIPPLE AND CAP
or
SIZE BRANCH AND
VARIES BRASS NIPPLE AND CAP
VALVE THE SAME AS VALVE BOX PVC SLEEVE o
i LUBRICATE ALL THREADS
vvve cen THRUST BLOCK WATER MAIN
It M.J. io
STONE BASE PLUG METER BOX (SEE FIG. W-7)
VARIES VALVE BOX NO. 57 STONE
'a M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
GALV.
R GRADE ALLOWS
WATER MAIN ROD VALVE VARIES VARIES BRASS PIP
TO TEE
PLUG 2" THREADED TAP
ON -SINE DEAD EMD
EDGE OF PVMT./ GUTTER PAN
ROU BP CG -6 CURB FACE OF CURIB
FACE OF I ut BACK OF
CURB BACK OF CURB
CURB kOW1
ROLLTOP TO CG -6 TRANSITIONS
THE FOLLOWING NOTES APPLY TO CG -6, CG -7, AND ROLL-TOP CURB:
1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE
OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE.
2. WHEN USED WITH STABILIZED, OPEN -GRADED DRAINAGE LAYERS, THE BOTTOM OF
THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE
SUB -BASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS THAN
THE THICKNESS SHOWN.
3"MIN
EMB EDAIEHI
SPRING LINE
OF PIPE-
NO.hO- STONE
36"MI1A
4"MI
REMAINING BACKFILL `HALL
NOT COI'JTAIN ROCK: MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INTIAL BACKFILL{
(6 LIFTS)
THOROUGHLY COMPACTED
BY HAND OR APPROVED
!MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6` rnax
4" ruin
-FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
-,,(ALL PIPE)
NOTE
I.OPEH CUTS IH PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED EHTIP,ELY WITH NUL. 21A STONE.
2.FOR DUCTILE IRF_)N PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 62
STONE SHALL BE PROVIDED
3.WHERE ROCI; IS ENCOUNTERED PIPE SHALL BE INSTALLED OH A MINIMUM 6
BEDDII`JG OF NO. 63 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD -28
MATERIALS TO TRENCH SPOILS TO
BE PLACED ON THE GROUND TO BE GRADED BE
PLACED ON THE
HI
LOW SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE OF TRENCH
DURING CONSTRUCTION.
DURING CONSTRUCTION. AFTER BACKFILL.
TOP OF GROUND
SL
OP
E
COMPACTION PER COUNTY SPECIFICATION
(REMAINING BACKFILL SHALL NOT CONTAIN
ROCK, CLOD, OR DEBRIS MATERIAL LARGER
.
.. . .MIN..... THAN 5" IN ANY DIMENSION.
24" MIN.
87.
MIN. INITIAL BACKFILL* (6" LIFTS)
*THOROUGHLY COMPACTED BY HAND
OR APPROVED MECHANICAL TAMPER.
EMBEDMENT DIAMETER OF PIPE.. SPRING LINE OF PIPE
HAUNCHING
BEDDING: 6" MAX.
4" MIN,
NO. 68 STONE ! FOUNDATION (SHALL BE REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE) [ALL PIPE]
NOTE: CONTRACTOR MUST INSURE THE STONE IS PROPERLY
COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE.
BEDDING, BACKFILL AND TRENCH
SPOIL PLACEMENT
m
PB -Y
(TYPE "B" (TYPE "A"'
TYPICAL BLOW -OFF ASSEMBLY
NTS
FIG. W-8
TD -26
PB -1
NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL
TOP OF FILL
GROUND LINE H
GROUND LINE H .
GROUND LINE A
rrfr� r�ri
rrrrr rrrr
y/��
rrr rr
N rr EARTH
0+12" � r r
rir r
rrr rr ROCK OR
O*12'+ SOILELDING
; r
H
Qi2„ ,� EART
d
d
D/2 �i 4"
D/2
D/2
1-
BEDDING
e
�
i
b NAATERIAL
MIN. 1/10 D ff
X f# D X MATEBEDDRIAL
MIN. 1/10 D II
f2'e PER X D- H X MATERIAL
r
MIN. 1/10 :0 TI I
�
1' DF H
T X FED I X
z
Mali 2a"
FOUNDATION SOFT, YIELDING„ OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
1 { MIN. 1.5 x D MON. 1.5 x D
rT0P
MIN. 1.5 x D MIN. 1.5 x. D
/+1
J
MIN. 1.5 x D MIN: 1.5 x D .�
---- ;
W
m
Q
II OF FILL
oc
TOP 4F
FILL
TOP OF FILL
H
rrrrrrrrrrrir,� rrr ri rrrrr
- rr ___.,
= rrrrrrrrrrrrr rrrrrfr�rrr r
rrrrrrrrrrr rrrrrrrrrrr --
H
-_ rrrrrr =,
rrrrrr rrrrr rrrr rrrrrr -
/'./r rrr rr rrrrr
- rrrrr r rrrrr =
r --
rrrrr
;!,'..r
a•t2' r rir'r GROUND
LINE
r
p�12",� ��' r �'r rrrrr GROUND
rrrr/r
D� _ rrrrrrirr rrrrrr r
12' r r ✓r
rrrrrrir rrrrrrrr ^ gZOUND
rrrrrr d'
D/2r
- d /rrrr LINE
-
d -LINE
U
D/2
Df2
` rEARTH
_ '�IjROCK R
O
b�
SPY/
p I BEDDING
MIN. 1/10►) �D
MIN. 1f10 D UN YIELDING
SOIL
^
X �i X MATERIALX
D X
MIN. 1/10 D BEDDING EARTH
/�" PER
MATERIAL
NORMAL EARTH FOUNDATION
r OF H MATERIAL
MN, a". ROCK FOUNDATION
FOUNDATION SOFT, YIELDING, OR
MAX .2+"
OTHERWISE UNSUITABLE MATERIAL
®BEDDING MATERIAL IN ACCORDANCE WITH NOTES=
SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE.
CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE.
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS
MATERIAL IN ACCORDANCE AND STORM SEWERS GENERA. NOTES ON SHEET 107.00:
®REGULAR.BACKFILL
WITH SETION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS: CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN
EMBANKMENT AGGREGATE SIZE 25 'AND 26 MAY BE USED IN PLACIZ OF CLASS I BACKFILL;
SHEET 10F 4
INSTALLATION OF PIPE CULVERTS AND STORM SEWERS
CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A'
302
303
REV 8/O7
VRGINUI DEPARTMENT OF TRANSPORTATION.
107.01
j,TH OF Grp
G�
I�
Christopher C. Mulligan
Lic. No.
�o�Fss( 031672
ONAL
GENERAL
1. ME-THCD "A" PIPE BEDDING SHALL HE USED FOR ALL TYPES OF PIPE CULVERTS S V iTHIN. THE
APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC -1 TABLES UNLESS
OTHERWISE NOTED ON THE PLANS.
2. H = HEIGHT OF_ COVER MEASURED FPOIAi TOP DE CULVERT TO FINISHED GRADE.
3. b EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL.
CIRCULAR PIPE
1.. D - OUTSIDE DIAkIETER 4F PIPE.
2 d INSIDE DIAMETER OF PIPE.
3. X - WIDTH OF 'CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE,
X = 12" WHERE d' IS LESS' THAN 36"-
X
X = 18' WHERE d IS 36; .AND CHEATER.
4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER, ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE).
30 AND TLESS .IN DIAMETER WITH HEIGHT OF COVER 15 OR LESS,
5. REGULAR BACI FILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE. (EXCEPT PLASTIC PIPE) 30" AND'
LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
6. BEDDING MATERIAL AND CLASS I BACXFILL MATERIAL. MA`( HE EL MINATED FOR SHOULDER
SLOT INLET (0I-13) OUTLET PIPES INSTALLATICHS:
ELLIPTICAL PIPE
t S 1 OUTSIDE SPAN DIMENSION :OF PIPE.
'? S2 = INSIDE SPAN DIMENSION OF PIPE
3. R = OUTSIDE RISE," DIMENSION OF PIPE,
4. X WIDTH CF CLASS BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
X - 12WHERE S-
-) IS LESS
THAN 36',
X 18 WHERE S`2 IS 36"' AND GREATER.
5.H
W ERE DIRECTED BY THE EPIGINE_ER, BEDDING MATERIAL MAY BE ELIMINATED ' FOp,.
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE ,52 IS 38" OP,
LESS AND HEIGHT OF COVER 15' OR LESS.,
fi. REGULAR BA, FIL
K L MATERIAL IAL
ER MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR.
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND
HEIGHT OF COVER 15' OR LESS.
PIPE ARCH
1. S SPAN DIMENSION .OF PIPE,
2. R = RISE DIMENSION OF PIPE.
3. B='SEE PC -.1 TABLE FOR APPLICABLE PIPE MATERIAL.
4, x =. WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE:
x 12N" 'WHERE 52 IS LES THAN 36''.
18" WHERE S2 IS 36" AND GREATER
5• WHERE DIRECTED BY THE ENGINEER BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR
LESS AND HEIGHT OF COVER 15' OR LESS,
6` REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACffILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE 'PIPE WHERE S IS 35" ORLESS AND
HEIGHT OF COVER 15' OR LESS:
PROCEDURES FOR INSTALLING LATERALS
TO THE EX. SANITARY SEWER MAIN IN SERVICE
WHEN IT IS NECESSARY TO TAP THE MAIN SEWER LINE AND INSTALL A 4" OR 6"
INCH SEWER CONNECTION, THE FOLLOWING GUIDELINE SHALL BE ADHERED TO:
1. THE WORK SHALL BE DONE BY AN APPROVED UTILITIES CONTRACTOR SPECIALIZING
& PERMITTED FOR THE INSTALLATION OF PUBLIC WATER AND SEWER LINES. UPON
REQUEST, THE COUNTY WILL FURNISH A LIST OF KNOWN UTILITIES CONTRACTORS
ACCEPTABLE TO THE COUNTY TO PERFORM SUCH WORK.
2. IF A WATER LINE IS TO BE CROSSED, THE TAP MUST BE MADE ON
MONDAY - THURSDAY.
J. THE CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT'S CHIEF INSPECTOR
48 HOURS PRIOR TO BEGINNING CONSTRUCTION.
4. WHEN TAPPING THE SEWER LINE, A MECHANICAL HOLE CUTTER AND AN
APPROVED SADDLE MUST BE USED. THE TAP MUST BE MADE SO THAT THE
SERVICE LATERAL CONNECTION WILL ENTER THE MAIN LINE ON A SLOPE NO GREATER THAN
45 DEGREES. NO CONNECTION SHALL BE CUT INTO THE TOP OF A SEWER LINE.
5. WHEN TAPPING INTO A MANHOLE, BRING THE LATERAL CONNECTION IN
ABOVE THE SHELF BUT NO HIGHER THAN TWO FEET ABOVE THE LOWEST INVERT.
A CHANNEL OR TROUGH TO CARRY THE FLOW FROM THE CONNECTION MUST BE BUILT
INSIDE THE MANHOLE.
6. THE SEWER LATERAL CONNECTION IS TO BE CONSTRUCTED ONLY TO THE PROPERTY
LINE AND/OR THE EDGE OF THE EASEMENT IN WHICH THE MAIN SEWER LINE
LIES, OR AS DIRECTED BY THE INSPECTOR.
7. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES
AND SHALL HAVE IN HIS POSSESSION AND/OR FURNISH EVIDENCE UPON REQUEST
OF HAVING SUFFICIENT INSURANCE TO COVER ANY DAMAGES THAT MAY OCCUR.
8. WORK IN THE STATE RIGHT OF WAY. -
A. THE VDOT MUST GRANT PERMISSION TO INSTALL A SEWER LATERAL WITHIN
THEIR RIGHT OF WAY. THE UTILITIES CONTRACTOR IS RESPONSIBLE FOR
MAKING APPLICATION TO VIRGINIA DEPARTMENT OF TRANSPORTATION FOR
PERMISSION TO INSTALL A SERVICE LATERAL CONNECTION WITHIN THEIR RIGHT OF WAY AND
FOR PROVIDING THE CHIEF INSPECTOR A COPY OF THE PERMIT BEFORE COMMENCING
WORK.
B. USE THE NECESSARY SIGNS AND BARRICADES TO DIVERT TRAFFIC.
C. ONE-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES.
D. THE TRENCH MUST BE BACKFILLED WITH 21A STONE, AND COMPACTED AS
REQUIRED.
E. PAVEMENT SHOULD BE REPLACED WITHIN 24 HOURS. ALL PAVING lS TO
TD 25 BE DONE IN ACCORDANCE WITH STATE HIGHWAY DEPARTMENT SPECIFICATIONS.
F. ON STREETS SUBJECT TO SCHOOL BUS TRAFFIC, WORK SHOULD BE DONE ONLY
BETWEEN 9:00 A.M. AND 3:00 P.M.
PRIOR TO CONNECTING PRIVATE SEWER CONNECTIONS FROM A HOME OR BUSINESS TO THE
SERVICE CONNECTION, A SEWER CONNECTION FEE MUST BE PAID AND ALL THE
ABOVE REQUIREMENTS MUST BE MET. IN ADDITION, THE BUILDING INSPECTOR'S OFFICE MUST
BE NOTIFIED FOR FINAL INSPECTION.
* I ' SHAP`E TO ELEVAItON
OF WO -POINT Of -
.-„ - LARGEST -PIPE.
�ppfirfrFrr
ml
1.H ELTO O RI PINI oF- IOF
PEDESTRIAN
„I C ACCESS/PEDESTRIAN
I ?-^,.,rte.;: a. -orN PIPE �� i � - i � WIDTH OF ACCESS
ROUTE E/ ROUTE @3
4'-0" MIN. I� EfJTRAIICE 4,-0„ MIN.
4,fo"
4'-0" MIN. ?' R 2' R
hJON-TRAVERSABLE y-0"
UNPAVED SPACE SLOPE UNPAVEDSPACE
PEDESTRIAN ACCESS ROUTE DETAIL
ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS
OF PEDESTRIAN ACCESS ROUTE F9 EXrEND BEYOND
EXISTING OR PROPOSED VDOT RIGHT -OF WAY.
C D d, l
PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM A IAD SLIP RESISTANT
PATH CGNNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILIT'( THAT CAN BE APPROACHED, ENTERED AND
USED BY PEDESTRIANS. SECTIO`! F -F
IF PEDESTRIAN ACCESS ROUTES Fd AREBEING
PROVIDED, A MINIMUM 4' TRAVERSABLE 'NIDTH
IS REQUIRED WITH A MAX. 2Z CRO55 SLOPE. 2'- 0"
L-,
"MIBOLE DROP INLET IS TO ESE FORMED Afi10 CCf 5TR85�T ���� ��,�° �w HALF PLAN
IN ACCORDANCE--'�riH APPIL-MILE STAY" 4F1 -59'E CI,AL LiNAWit#G. r f a � �.
THE. INVERT S"APtNQ A$ PETALED HCREON I$ TO CGNS*T .OFA ,,#`I j r dd. f�'!
PORTLAND CFME11T CONCRETE WX CONFOIRML G TO CLASS A3 LX{ � WHEN USED IN CDIJJUIJCTION WITH STANDARD
�a�COARSEi- CG -3 OR CG -7 THE CU
C
G,
p RB FACE OR THIS
GLASS Ca. EXPT THAT iaxe i} AGitEATE MAY RE t I k
LP TCi: 4" IH DIAMETER AND CON T OF STONE BRtOKENf ORICK � � f STAT IDARD IS TO BE AD USTED TO MATCH THE
t i as ': MOUNTABLE CURB CONFIGURATION.
BRtliteK CONCRETE OR BROKEN CCTr�CFtET!„ RLPGK, THE SS1RF`ACE i)` � � .
SHALL BE LEFT SMOOTH BY MEAN$ OF HAD TROWELLNG. NOW
QF THE COIARSE AGGREGATE SHALL REMAIN EXPOSEf3. J
E oz To 10'/. CHANGE �PAPABouD SECTION E -E
DETA1lS OF INVENT StrAaNG 4S SHOWN HEREON ARE F£k$ F:r4AWLF, r urIPAVEo _ I_ CURVE
PURPOSES ONLY, E(' H MAWOt.E OR DROP INLET ES TE OE'SHAKO FACE OF CURB - o PAce SIDEWA II SPACE \ Q
II•a(IdVIRUxlY To HEST FIT -TP PAR11CLILAR MET AN0 'i VTLCT` -`' p- a - - , � ^„�' //`` -IL
COWIGEARATIQN AND Fi,OW 4 'S. NORVAL GUTTER 12% MAX, SLOPE Lt1 _ _ - - - x
SECTION S -B --------
Cs I `1
PLAN �i 15\�
METHOD OF TREATMENT IN MANHOLES aGh7 � q CLASS A.� (H.E.S.) CONC.
a.o.o.a.a
BASE _
�'S%�� F!�L
A-AGGR�'fPE T SIZE 21B\ $TANDARD METHOD OF HAPINGROMs 44CBRVGE STAIiDAROS FOR CURB ND GUTTER ONLY k - POMT OF GRADE CHANGEMANHO E INLET I[ ERTBEET 9 CF t F2TWIStCIh B}A1EFOR SIDE4NALK, CURB AND GUTTER
BUILT CONCURRENTLY
9O%n.C1R V°>r3t 14i1A DEPARTMENT LF TRANSPORTATION Ei 2 % MAXIMUM INCREASE Ihl SLOPE AT MINIMUM 10' INTERVALS
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC -
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES -
-+- 10'1-� -10'1
Fi
5 r.•- i
WATER SEWER
C, J
z
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
c
OR _
� u
EA�ENIEIJT WIDTHS: WATER �P, SEWER ONLY _0 MIIJI _
M N1
WATER & SEWER 30' MINIMUM
* SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR ',EWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY.
UTILITY LOCATIONS & EASEMENT WIDTHS
INSTALLATION OF PIPE CULVERTS AND �T RM SEWERS SREF'EENCE NTS,
NEW. 1J04 G:ENER.AL. NOTES 302
147.00 VIRGINIA DEPARTMENT OF TRANSPORTATION 303
To - 1
x x x .3 i MAS JUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
SECTION C -C B 2 MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D
SPECIFICATION
STANDARD ENTRANCE GUTTER
REFFFENCE
502 FOR USE WITH Uf`,JPA/ED SPACE BETWEEN CURB & SIDEWALK REV, 2{06
VIRGINIA DEPARTMENT OF TRANSPORTATION °03.02
I i
I I A
STREET APPRoNGH SE SURFACING
(F`',`iVS TO BE AS,
� I AS MAih&INe ROADWAY (SEE NOTE 6)
SHON 94s}
I
m I
(RA;IIUS TLS BE A;,
RAOIA.E. COMEINATION Si{QYBN ON PLANS)
CUB AND GUTTER
�G-EsiST�,ivOTE x3
i
(:SEE: NOTE 21 ell OPTIONAL
FLOW L
EXP,V4SION
JOINT E % � EX
jo
Nt TEe WIDTH „t,l 21_011 OR AS vas MAINLW ROADWAY
SHOWN ON TYPICAL SECTION, A -3
PLAN VIEW
MAINLINE ROACNAY SLOPE
-10, P ARIMO `LSC,'
CLSf2YE
EDGE OF SHOULDER
S X MAX,OPTION & FLOW IINE�� SLOPE CNN „., MAA,LW ROADWAY-
O
SX VAX.
SLOPECHANIGE -
zu, MIAM UM Fw
C01 ERC IAL ENTRANCE
CONSTRUCT GRAPE CHH, ;ES iWMH A PARABOLIC%. CURVE,
SECTION A A
TT
CLASS A3mz
GENERAL NOTE
t VHEN CG -11 IS USED FOR STREET GCBNiNiECTrAS THE
CONNECTIC MtU T BE DCSII ED IN O'RDANCE WITH
AA HTO POLICY AND TETE APPLIC'A LE REQUIREMENTS
OF THE VOOT ROAD DESIGN, MAWAL, 04CL:UC314G SIGHT
D3STAdCE REQUIREMENTS,
20 WHEN THE ENTRANCE RADII CAN OT ACCOMMODATE THF;
TU€ NtHO RE REMENTS OF AN71CPATF0 HEAVY TRUCe(
TrRAFM.y THE DEPTH FOR SIE FWALK & OURB RA1 S
WITFMN& HE LI€,pTS Or THE RADIISHOULO BE
INCREASED TO 7"
'. WHEN USED IN CC3'vJUNCT*N WITH STANDARD CG -3
OR CO -7, THE CURB FACE ON THIS STAa"DMO IS TO
ADJUSTE€} TO MATCH TW ML"TAS E CURE
C ONFIGURATIOid
4, SEE STMOARD 00-12 FOR CURB RAW DCS4N TO BE
USED WITH T44S STANDARDU
5. OPTiCNdA. rLOWUNE MA`f RCQVIRE W Rp,"o Or A
FRaRUONt IAF (WTTER TO PRECLUDE PONDING OF WATER.
ENTRANCE NOTES
5, PLANS ARE TO INDICATE WHEN CqNSTR
,ON OFA FLOW
SS
L tn� r5 REOMED T.
Ls o PROVIDE r'CTa1TIV
E rIB2A�dA�E ACROSS
T Ai
THE ENTRANCE,
7, MAALtk PAVEMENT SHALL BE CONSrRUC3IFU TO THE
R/W LINE (EXCEPT My SUBGRADE STA 1UZAT*N
REQUIKID FOR M$A04LW PA'VEMENI WHICH CAN BE
OMITTED IN THE ENT .)
E. A CONN COMBINATION
BEtR T EUR/WRLINE
EXCEPT FOR. REPLACEMENT PURPOrSES.
iL THE DESIRABLE MAXIMUM ENTRANCE ORATE Cr JANGE5
t" ARE LISTED W THE ALLOWABLE EN'TR,gN3 E GRADE
TABLE. THESE VALUES. ARE NOT APPLICABLE TO STREET
CONNECTIt2N&
&LO TABLE ENTRANCE GRADE CHANGES
F NTRAe NCE VOLUME - �011
_
MSIR E MAXIMUM
HIGH MORE TF4AN 1500 VPD 0% 3 x
ME004 $00-1500 VPQ 43% 6%
LOW LES TNEANL 500 'VPC < - -
OTE. ALLOWABLE £NTTi1A4CF GRACE" TAKE IS NOT
APPLICABLE TO STAT CONNECTIONS
REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
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REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
FILE NUMBER
8053
SHEET
7 / 8
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8053
SHEET
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NOTE: I 20' PRIVATE I I II
SM #229 WILLNOIT BE BUILT UNTILALL DRAINAGE ESMT. j —�I
UPSLOPE AREAS DRAINING; TO STR. #228 I If
ARE OTABIL® AND THE SEDIMENT
ASI
I BN IS REMOVED, PER NTY INSPECTOR I I
I APPROVAL THESE UP&M3 AREAS INCLUDE
ALL OF THE OONTRIBUTIINO RUNOFF FROM II J
BLOCK 27 AND FUTURE 811.000 8, 7,2111 AND
G8 T AR
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^22' PRIVATE z _
DRAINAGE ESMT.
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GBS
Gf-AR
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LANDSCAPING NOTES:
SYMBOL DENOTES EXISTING TREES
SYMBOL DENOTES PROPOSED TREES
all
GALVANIZED —�
GUY WIRE
i
2"X2" HARDWOOD
STAKES
101,1121ram .Y9
2"X2" HARDWOOD
^STAKES
APPING
REMOVE BURLAP FROM
TOP 1/3 OF BALL
%EARTH BERM
AROUND TREE
STREET TREE NOTES & DETAILS
NOTES & MINIMUM STANDARDS
lu
D HARDWOOD
ILCH
DEPTH)
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT
LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF
COMMUNITY DEVELOPMENT.
2. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING
SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE
DEVELOPMENT, OR PHASE THEREOF.
3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION
OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE
STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD
AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
4. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A
HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
5. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION.
6. 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.
7. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
STREET TREE REQUIREMENTS, NOTES & DETAILS
X10
11
12
13
VARL�E�._ W
THI
w
0
1
FP
Fraxinus pennsylvanica
GREEN ASH
1.5" MIN.
12'
AS
r- .'I Ivv I �.
14 15L2'
6 17 I ALONG ALL PLANTING STRIPS, THE
G I AREA BETW EN 2 AND 7 FEET ABOVE
20' PRI AT z I GT GROUND SHALL BE MAINTAINED FREE
DRAINAGE
ESMT. I OF ANY OB TRUCTIONS THAT MAY
\ ! v : ::::: ) BLOCK MOT RISTS AND PEDESTRIAN
-- -[_..................... ...... ............_............ ___ 1_ ; .� �IrHT I INF
20' U ILITY 207
AN ESMT. l
AR I I SADDLE j 2 UTILIT
I1� Y�f( CONNE ON II E MT.
18 19 20 21 22 23 24 25
r IKt N TUKAN I AnLMUL T
10+00 BELLGROVE STREET
13+22.85 ASHLAR AVENUE
ELEV. = 687.13
10+00.00 ORION LANE
15+88.96 ASHLAR AVENUE
ELEV. = 689.94
SCALE I" = 30'
30 15 0 30 60
SCALE IN FEET
724 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 14.48 STREET TREES REQUIRED
IV_ 15 STREET TREES PROVIDED
PLANT LISII
HEIGHT 10 YR.
QUANTITY SYMBOL BOTANICAL- NA 11E COMMON NAME CALIPER C PLANTING SPA (,'IN(,' T) r.ANnpv
EX. PROP.
z
w
0
1
FP
Fraxinus pennsylvanica
GREEN ASH
1.5" MIN.
12'
AS
B & B'
604 SF
N ca
Q
Qs
16
6B
Ginkgo Biloba "Fairmont"
FAIRMONT GINKO
1.5" MIN.
12'
AS
B & B'
604 SF
2
2
PA
Platanus X acerfoliium
LONDON PLANETREE
1.5" MIN.
12'
a
O
B & B'
368 SF
61.5
Q
��
Gleditsia Triacanthos Inermis
"Shade Master"
SHADEMASTER
HONEYLOCUST
" MIN.
12'
�w
B & B'
424 SF
7
4
AP,
Acer rubrum "Red Sunset"
RED SUNSET MAPLE
1.5" MIN.
10'
SHOWN
B & B'
397 SF
PROPOSED BLOCK 27 SITE AREA = 2.1 ACRES
20% SITE TREE CANOPY REQUIRED:
BLOCK 27 CANOPY = 18,295 S.F.
SITE CANOPY PROVIDED (10 YR PROJECTED
EXISTING BLOCK 27 TREE CANOPY= (5*397)+(1 *368)+(3*424) = 3,625 S.F.
PROPOSED BLOCK 27 TREE CANOPY= (16*604)+(2*368)+(7*424)+(4*397) = 14,956 S.F.
TOTAL TREE CANOPY PROVIDED = 3,625 S.F. + 14,956 S.F. = 18,581 S.F.
REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
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REVISIONS
Sept. 30, 2015
Nov. 13, 2015
Nov. 18, 2015
Dec. 8, 2015
DATE
July 1, 2015
SCALE
1"=30'
FILE NUMBER
8053
SHEET
8 / 8 a
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