HomeMy WebLinkAboutARB201700139 Plan - Submittal (First) 2017-12-20SITE DATA
OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT.• DAVE BROCKMAN
1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088
L A
V
0C
CROZET, VA 22932 dove@oldtrailvilloge.com
uj 0
PLAN PREFARER: ROUDABUSH, GALE, & ASSOCIATES
=mAG
04 a)
914 MONTICELLO ROAD
f 5
@ CJ
CHARLOTTESVILLE, VA. 22902
N
r.L 0,0
(4J4)-977-0205
SHEET INDEX
TAX MAP PARCEL No: 055EO-01 -00-00OA2
O�CK 3
SHEET 1 ---------- COVER SHEET
Z 0
0 x
5 @
> 0
LL
PARCEL AREA: 23.27 AC
SHEET 2 ---------- OVERALLPLAN
Uf
_1 z
ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
SHEET 3 ---------- EXISTING CONDITIONS
Q z >
:z CO
W2
OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 am
ENTRANCE CORRIDOR OVERLAY DISTRICT
STEEP SLOPES (MANAGED & PRESERVED OVERLAY DISTRICT
INITIA F N
SHEET 4 ---------- EXISTING CONDITIONS
aw
=M
IEmmA
SHEET 5 ---------- EXISTING CONDITIONS
c%I
USE: 117 SINGLE FAMILY LOTS (82 SFD, 29 SFA)
SHEET 6 ---------- SITE LAYOUT PLAN
.9
par 00)
BUILDING HEIGHT- SINGLE FAMILY DETACHED: 2.5 STOREYS OR 42'
SHEET 7 ---------- SITE LAYOUT PLAN
<�
SINGLE FAMILY ATTACHED: J STOREYS OR 50
0
cc ILu
SHEET 8 ---------- SITE LAYOUT PLAN
Z u- 0
Z) LL
SETBACKS: FRONT. 7.5' (MINIMUM) JO' (MAXIMUM)
d1A _jj I
SIDE: 7.5'
SHEET 9 ---------- UTILITY PLAN
REAR: 7.5'
cc rc
Q� Lu
SHEET 10 --------- UTILITY PLAN
Z
cc
SEE SHEET 2
W 0
AREA SUMMARIES:
. ..... .
SHEET11 --------- UTILITY PLAN
LOT AREAS: SEE SHEET 2
w
z
0
GROSS RESIDENTIAL DENSITY- 4.77 UNITS/AC.
. ........ .
SHEET13 --------- GRADING PLAN
z a.
MAGISTERIAL DISTRICT.- WHITE HALL MAGISTERIAL DISTRICT
SHEET14 --------- GRADING PLAN
AS DEFINED BY THE OVERALL
STORMWATER MANAGEMENT. STORMWATER MASTER PLAN (WP020160009), APPROVED
SHEET15 --------- GRADING PLAN
412512016
4
SHEET 16 --------- LANDSCAPE PLAN
WATERSHED: LICKINGHOLE CREEK
SHEET17 --------- LANDSCAPE PLAN
----------
TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012
REVISIONS
BENCHMARK: INLET TOP ON OLD TRAIL DRIVE 653.0
SHEET18 --------- LANDSCAPE PLAN
SHEET 19 --------- LANDSCAPE NOTES & DETAILS
DATUM: VERTICAL - NAV0 88, HORIZONTAL - NAD 83
q)
4(V
SHEET20
--------- TYPICAL SECTIONS, NOTES & DETAILS
<
CRITICAL SLOPES: CRITICAL SLOPES EXIST WITHIN THE PROPERTY LIMITS
z >-
Z CL
FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN THE FLOOD INSURANCE RATE MAP ZONE
X-UNSHADED (AREAS DETERMINED TO BE OUTSIDE THE 0.21" ANNUAL CHANCE
LEGEND
0
>
FLOODPLAIN), FLOODPLAIN ZONE X-SHADED (AREAS OF 0.2z ANNUAL CHANCE FLOOD)
0 Lli
AND FLOODPLAIN ZONE AE (BASE ELEVATIONS DETERMINED) AS SHOWN ON COMMUNITY
EXISTING INTERM PROPOSED TREE
EDIATE CONTOUR
<
PANEL NUMBER 510006 0237 D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. . ....
.
EXISTING INDEX CONTOUR EXISTING WATERLINE W/ TEE
PARKING REQUIRED: 2 SPACES PER SINGLE FAMILY DETACHED 82 SFD = 164 SPACES
PROPOSED CON PROPOSED WATERLINE W/ TEE
TOUR
W
2.5 SPACES PER SINGLE FAMILY ATTACHED - �29 SFA 72.5 SPACES
237 SPACES REQUIRED TOTAL
EX. EP
EXISTING EDGE OF PAVEMENT EXISTING FIRE HYDRANT
DATE
PARKING PROVIDED: 4 SPACES PER SINGLE FAMILY DETACHED - 82 SFD J28 SPACES EP PROPOSED EDGE OF PAVEMENT PROPOSED FIRE HYDRANT
-A 88 SPACES - 22 SF EX. C&G
4 SPACES PER SINGLE FAMILY ATTACHED EXISTING WATER VALVE EXISTING CURB AND GUTTER
I SPACE PER SINGLE FAMILY ATTACHED - 7 SFA = 7 SPACES
423 SPACES PROVIDED TOTAL
PROPOSED CURB AND GUTTER PROPOSED WATER VALVE
w
DEC. 20,2017
EXISTING IMPERVIOUS AREA: x
ROLL TOP
TRANSITION FROM CG-6 ROLL-TOP PROPOSED WATER METER
EX. 15" RCP EXISTING REDUCER
-ORM SEWER EXISTING S1
4)
00.
SCALE
PROPOSED IMPERVIOUS AREA: X
5" R.CP
ASSHOWN
PROPOSED STORM SEWER PROPOSED REDUCER
W
PROPOSED TURF AREA: x
LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTE AND
DETAILS
HANDICAP RAMP (CC-12)
EXISTING SANITARY SEWER 0 DENOTES A ON OF STD. VDOT
L T
CG 1 A j 2 U
ND R RISDICTIONAL
7AO
PROPOSED SANITARY SEWER STA NDARD MP CONSTRUCTION
PARKING INDICATOR12
CONTOUR INTERVAL
PROPERTY LINE INDICATES THE NUMBER OF TYPICAL PARKING SPACES
z
LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
C:)
2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR
v
BLOCK
EASEMENT LINE BENCHMARK
MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE
CENTERLINE CRITICAL SLOPE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL
AND FROM ADJACENT ROADS.
32
SLOPES TO BE SEEDED, MULCHED & TACKED
LIMITS OF CLEARING AND/OR GRADING ..... . .. ........
DISTRICTS
250
J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
C�l 1, Rte . . I
EXISTING SPOT ELEVATION +12.0
AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. z
- - , - ........ .......... . . ...
. .........
VEHICLES PER DAY COUNT
PROPOSED SPOT ELEVATION
VP1
0
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al.
+12.0
LIMITS OF DEMOLITION PROPOSED STREET NAME SIGN
EXISTING SIGN EXISTING FLOODPLAINI
THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY L
STREAM BUFFER PROPOSED
Ilia
uj
WATER PROTECTION ORDINANCE.
SIGN
EXISTING TREE DRIP LINE
SANITARY MANHOLE IDENTIFIER
THIS SITE IS NOT LOCATED WITHIN AN AGRICUL TURAL -FORESTAL DISTRICT.
z
THIS SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY VICINITY MAP
EXISTING TREE _X. 5' OAK STORM DRAIN STRUCTURE IDENTIFIER'
(D
A
:5
RESERVOIR.
SCALE: 1"=1000FEET
WN :4
Lip (1) CL
GENERAL CONSTRUCTION NOTES
2: �e >
z
PLAN NOTES UTILITES & DRAINAGE SYSTEMS
DURING THIS
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO
PROVIDE
H
�LT op
j 0
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE -UTILITIES
PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR
ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS
AT NO
OR OTHER
ui
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS
SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTIN(G FROM THE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE.
2.THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES.
PRESENCE ON ANY SUCH SUBSTANCE.
ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS
AND FLOWS
> j
CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST
AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND
PROPERTY
uj
0
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY
DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
ca
THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE
Ir L. Taggart
rn-un
_j
<
ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE
ENGINEER OR HIS
3.ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING
BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO
Lic. No.
22841
z
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE
to
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL
UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED
INSPECTION.
WITHOUT SUCH
tl� G
J
5.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S
DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE 5.REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE
0
6.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926). BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK 1-0 ALLOW FOR HORIZONTAL AND /OR VERTICAL
PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY.
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL
PRIOR
BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH
EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). UTILITIES.
TO FINAL ACCEPTANCE.
APPROVALS
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE
MANUFACTURER'S
3.WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED
SPECIFICATIONS.
EARTHWORK, DRAINAGE, & SITE CONDITIONS AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE
8.ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM
THEIR IDEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER.
PRE -CONSTRUCTION DRAINAGE PAT -FERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE
ROUTED USING
CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES
BE No GREATER THAN 2:1.
MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE PLANNING / ZONING
ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS) SHALL BE PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY
ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER.
COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL
WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
ENGINEERING
3.ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE
tAl �-1 -
INSPECTIONS
FILE NUMBER
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL (ONLY
ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLAINS.. OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
1-C,
tld-6 I"u'-,
ARCHITECTUAL REVIEW BOARD
8053
5.ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE 5.THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER
ENGINEER. BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND 6.ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE
Y
DEPARTMENT OF FIRE RESCUE
IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES � BETWEEN SUCH CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE"' SET OF PLANS DOCUMENTING ALL SUCH AS-BUIILT
ik. -1 v Y� -�Y-e , -� V-� 's"
ALBEMARLE COUNTY SERVICE AUTHORITY
CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. REVISIONS.
I
SHEET
7AN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE
PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. 'VA. DEPARTMENT OF TRANSPORTATION
OLt,
-tit-
1 of 20
REVISIONS
Lij
-
Z
<-
--.
>
—j
0
LLf
DATE
DEC. 20, 2017
�jt�SCALE0
CONTOUR INTERVAL
2-FEET
f
4
.
t
RILE NUMBER
805
SHEET
3 of 20
- _ J�\�. ., _ -1 r. i, li11. :I i r',l i1
"IF
REVISIONS
ui
C)
z
Z
<
—
0
>
-j
c)
Q
Lij
a_
rDATE
LDEC- 20, 2017
SCALE
ill = 30'
CONTOUR INTERVAL
2-FEET
FILE NUMBER
8053
SHEET
5 of 20
REVISIONS
L3r
z
0
Lij�ryill,
!.
DATE
DEC. 20, 2017
SCALE
�g
11' = 3�0
CONTOUR INTERVAL
NA
FILE NUMBER
8053
SHEET
6 of 20
REVISIONS
I�
Z-
Z-
<
-
--i
LL1
%L
DATE
DEC. 20, 2017
SCALE
ill =30'
CONTOUR INTERVAL
NA
FILE NUMBER
8053
SHEET
7 of 20
Pi cr 1 i i! P
REVISIONS
LIJ
C)
z
Z
<
—
0
0
ui
DATE
DEC. 20, 2017
SCALE
ill = 30
,CONTOUR INTERVAL
2-FEET
w
Z
z c\j
cr)
c
ti
all
Lij
J
z
0:)
jo
j
<
w
J
j
w
J
FILE NUMBER
8053
SHEET
9 of 20
1 j i '!,-j i i . dv, 7: 0 A d,
REVISIONS
(.)
z
Z
<-
-'...
--j
LLB
HATE
DEC. 20, 2017
SCALE
ill =30'
CONTOUR INTERVAL
2-FEET
tm
Z z Cq z
i1. w
J fl
.JJ
� j< <
z r)
0
FILE NUMBER
8053
SHEET
10 of 20
REVISIONS
z
Z
<
—
CL
0
12
uj
<
010-1
CL
DATE
DEC. 20, 2017
SCALE
ill = 30'
CONTOUR INTERVAL
2-FEET
Z
Z c\j
a.yw>
zo
0
L) Fo =m ()
.jo j < Lu
Ld
in
J
z
FILE NUMBER
8053
[:ET
SHE 110
11 of 20
REVISIONS
z.`
<
-
>
_j
0
LLi
Q
CL
DATE
DEC. 20, 20171
SCALE
ill =3U'
CONTOUR INTERVAL
2-FEET
Lu
0
z
Z
C
CL
J
CLV
W
/
O
D
.�
J
�
Q
m
FILE NUMBER
8053
SHEET
11 of 20
REVISIONS
ui
C)
z
z
<
—
0
>
—j
C)
0
LIJ
<
cj�
C.L
DATE
DEC. 20,201 7
SCALE
ill ® 30
CONTOUR INTERVAL
2-FEET
FILE NUMBER
8053
SHEET
13 of 20
REVISIONS
I�
z
z�-
0
0
Lj
0-
DATE
DEC. 20, 2017
SCALE
ill = 30'
CONTOUR INTERVAL
2-FEET
FILE NUMBER
8053
SHEET
14 of 20
A�L
REVISIONS
z
Z
< - ( �j
�+'(0g ' � V
Lij
�a g�a^yy
DATE
DEC. 20, 201711
SCALE
1'° = 30'
-------------------------
CONTOUR INTERVAL
2-FEET
FILE NUMBER
8053
SHEET
15 of 20
//
REINFORCED RUBBEF
HOSE, ARBOR TAPE,
NYLON WEBBING
'RUNE DEAD OR DAMAGED
3RANCHES. DO NOT PRUNE
;ENTRAL LEADER.
ZEINFORCED RUBBER HOSE,
ARBOR TAPE, OR NYLON WEBBING
2X2 HARDWOOD STAKE
PLACE TOP OF ROOT BALL SLIGHTLY
ABOVE GRADE.
SHREDDED HARDWOOD
MULCH (MIN. 4" DEPTH
(DO NOT MULCH AGAINST
TRUNK OF TREE)
EARTH BERM AROUND BED
REMOVE STRINGS, WIRE, BURLAP
FROM TOP 1/3 OF BALL
11ECIDUOUS TREE PLANTING DETAIL
NO SCALE
ARBOR TAPE OR NYLON WEBBING
PLACE TOP OF ROOT BALL SLIGHTLY
ABOVE GRADE.
SHREDDED HARDWOOD
MULCH (MIN. 4" DEPTH)
(DO NOT MULCH AGAINST
TRUNK OF TREE)
EARTH BERM AROUND BALL
REMOVE BURLAP FROM
TOP 1 /3 OF BALL
ORIGINAL SOIL, AMEND AS
REQUIRED
NEVER CUT
MAIN LEADER
CONIFEROUS TREE PLANTING DETAIL
NO SCALE
REMOVE BURLAP FROM
TOP 1 /3 OF BALL
REMOVE BURLAP FROM
TOP 1 /3 OF BALL
EARTH BERM AROUND BLED
SHREDDED HARDWOOD MULCH
(MIN. 3" DEPTH)
DO NOT MULCH AGAINST STEM.
ORIGINAL SOIL, AMEND AS REQUIRED
UNDISTURBED SOIL_
NOTE : REMOVE ALL DEAD, BROKEN,
DISEASED AND WEAK BRANCHES.
SHRUB PLANTING DETAKI
NO SCALE
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 AND THE LANDSCAPE ARCHITECT.
2. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF
THE CONTRACTOR.
3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO
BIDDING. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND
LEVEL WHEN PLANTED.
4. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE LANDSCAPE
ARCHITECT AND ALBEMARLE COUNTY PLANNING DEPARTMENT
5. 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.
6. 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.
7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.
PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.
8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL
PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED,
OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO
CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S
EXPENSE.
9. 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.
10. MlINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION.
1 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.
52I2 LINEAR FEET OF ROAD FRONTAGE @ I TREE // .50 LINEAR FEET =104.2 STREET TREES REUIRFD
104STREET TREES PROVIDED
HEIGHT
10 YR.
10 YR.
QNTY.
KEY
BOTANICAL NAME
COMMON NAME
CALIPER
@ PLANTING
SPACING
SPECS.
CANOPY (EA.)
CANOPY
51
AR
Acer rubrum "October Glory"
D'
OCTOBER GLORY
/ RED MAPLE �'
�y^ MIN
1 .5A
11
AS
B & B'
397 SF
20,247 SF
QP
Quercus phellos
WILLOW OAK
5 '
i1'
B & B'
370 SF
9,620 SF
12
^'
2
TC
Tilia cordota "Greens ire"
p
GREENSPIRE LINDEN
"
1.5 MINA;
11
SHOWN
B & B
249 SF
6,723 SF
i
(%
TOTAL
36,590 SF
PROPOSED BLOCK 32 SITE AREA = 23.27 AC
OPEN SPACE = 6.50 AC
PUBLIC ROW = 3.23 AC
NET SITE AREA =13.54 AC (589,440 SF)
20% SITE TREE CANOPY REQUIRED = 117,888 SF
EXISTING TREE CANOPY=100,655 SF * 1.25 = 125,819 TOTAL
PROPOSED TREE CANOPY = 36,590 SF
TOTAL TREE CANOPY PROVIDED=162,409 SF (27.5%)
()p
L-e-,, -Ji 1
ILI
REVISIONS
Lij
,G
<C
'�-
—j
0
Lij
DATE 1
DEC, 20, 2017
SCALE
AS SHOWN
CONTOUR INTERVAL
NA
w
0
0
z
,!
!1 CNJ
z
(n Ct
0
cr
Wy
Lij
>
00
0
(1
zo
''E
W.,
Lu
�
�
t
CL
Z
C)
0
j
in
.Oak
u
FILE NUMBER
8053
F.
SHEET
19 of 20
. '-.s . I�- i, it--ilI.,'�l,i:'/-) /_ I -1/ L— _- I-� : lj�IL/
Ila
_ WIDTH OF CG-9B
-�-�
C ENTRANCE
LIMITS OF PED. UMH 5 OF PED,
ACCESS ROUTE Ul ACCESS ROUTE R3
NON -TRAVERSABLE
/z WIDTH OF ENTRANCE UNPAVED SPACE S P t� - - UNPAVED SPACE.
EXISTING OR PROPOSED EXPANSION JOINT- -
SIDEWALK OR SIDEWALK SPACE 0
a
ENTRANCE T _
z T
LIMITS OF PED.EE] Of
LIMITS 7F PED.
EY,PANSIOPJ JOINT -ACCESS ROUTE ._NON TRAVERSACCESS ROUTE�J
E rT > -
�, 4 --CURB wCLUDEI) IN Q PEDESTRIAN ACCESS ROUTE DETAIL WITH &
ENTRANCE GUTTER d WITHOUT UNPAVED SPACE
Q 4 G W
V) w ADDITIONAL. RIGHT-OF-WAY IS REQUIRED IF THE LIMITS �
j OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND
FLOW LINE - EXISTING OR PROPOSED VOOT RIGHT -OF WAY.
w
0a
w ENTRANCE WIDTH
z F EXPANSION JOINT DESIRABLE MINIMUM 16' PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
ABSOLUTE MINIMUM 12'
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILITY THAT C'AN BE APPROACHED, ENTERED AND
USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT
EDGE OF PAVEMENT -� TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F
HALF PLAN C J IF PEDESTRIAN ACCESS ROUTES [K- ARE BEING
IS REQUIRED
A MINIMUM 4' TRAVERSABLE 'VIPE.
IS REQUIRED WITH A MAX. 2Z CROSS SLOPE.
WHEN USED IN CONJUNCTION WITH STANDARD
PARABOLIC CG-3 OR CG-7, THE CURB FACE ON THIS
UNPAVED _ IDEWA�LK �� STANDARD IS TO BE ADJUSTED TO MATCH THE
SPACE CURVE MOUNTABLE CURB CONFIGURATION. '
NORMAL GUTTER ! I-- ------ - SECTION E-E
--- -
-r' 0% TO 10% CHANGE 3,.
_ CLASS A3 (H.E.S.) CONC.-- -
_ �';�.<� 2;::>• i� �.o.� � � act •°
--6" AGGR. BASIL TYPE T SIZE 21B
12% MAX. SLOPE I 50' -_..._ POINT OF GRADE CHANGE
FOR CURB AND GUTTER ONLY
FOR SIDEWALK, CURB AND GUTTER * * 12 Y MAXIMUM INCREASE [IN SLOPE AT ,MINIMUM 10' INTERVALS
BUILT CONCURRENTLY tl +
on
3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
SECTION C-C 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D
SPECIFICATION -\VD0T
REFERENCE STANDARD ENTRANCE GUTTER
ROAD AND BRIDGE STANDARDS
502 REVISI01 DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION Oi/)5 203.02
CG-11
NOTE: WHEN A PEDESTRIAN ACCESS ROUTE
CROSSES A COMERCIAL ENTRANCE
- -� THE CROSS SLOPE SHALL BE 2L FOR
Y A WIDTH OF 5 FEET.
A.
GENERAL NOTES
XXSTREEL APPROACH SAME SURFACING
(RADIUS TO BE AS ( o C I C AS MAINLINE ROADWAY (SEE NOTE 3)
SHOWN ON PLANS)
v
I
1. WHEN USED IN CONJUNCTION WITH STANDARD CC 3
(RADIUS TO BE AS
-- l SHOWN ON PLANS)
OR CC-7, THE CURB FACE ON THIS STANDARD IS TO
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
-
CG 2 OR CG 6
CONFIGURATION.
_
(SEE NOTE 1) -
i
2. SEE STA[ DARD CC-12 FOR CURB RAMP DESIGN TO BE
V SIDEWALK
---
USED WITH THIS STANDARD.
`- - I
(SIDEWALK
(SEE
NO'5) GPTIONA.L UNPAVED SPACE
I
3. MAINLIN PAVEMENT SHALL. BE CONSTRUCTED TO THE
v~i f PLOW LINE
R/W LNE (EXCEPT ANY SUBGRADE `STABILIZATION
-- -
-
-
-' ---
REQUIR.D -0R MAINLINE PAVEMENT WHICH CAN BE
r
EXPANSION1
EXPANSION
OMITTE) IN THE ENTRANCE.)
JOINT -
JOINT
4. RADIAL CURB OR COMBINATION CURB AND GUTTER
v -
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
NOTE: WIDTH "B" 2'-0'' OR AS MAINLINE ROADWAY
EXCEPT FOR REPLACEMENT PURPOSES.
SHOWN Old "TYPICAL SECTION. A
PLAN VIEW
ENTRAPICE NOTES
5. WHEN HE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
MAINLINE ROADWAY SLOPE
TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS
O'PARt\BOLIC CURVE (ENTRANCE ONLY) (/
WITHIN fHE LIMITS OF THE RADIISHGULD BE
NCREASED TO 7". (SEE CO
EDGE OF PAVEMENT OR
6 % MAX, ---""_yam!
GRADE CHANGE �-
6, PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
OPTIONAL FLOW LINE
NE
D
- (SEE
LINE IS REQUIRED i0 PROVIDE POSITIVE DRAINAGE ACROSS
_
NO fE 7)
THE ENTRANCE.
MAINLINE ROADWAY
8% MAX.
-- - - D
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
"D"
GRADE CHANGE
-�-L D
ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
TABLE. THESE VALUES ARE NOT APPLICABLE" TO STREET
CONNECTIONS.
5' MIN.
_
20' MINIMUM FOR
vCOMMERCIAL
INTERSECTION NOTES
ENTRANCE
8. WHEN CO-11 IS USED FOR STREET CONNECTIONS, THE
F CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING
SECTION A - A
SIGHT DISTANCE AND K VALUE REQUIREMENTS.
9. OPTIONAL FLGWLINE MAY REQUIRE WARPING OF A
4„
PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE
ACROSS THE INTERSECTION.
2" B
ALLOWABLE ENTRANCE GRADE CHANCES
.-�
CLASS A3
(H.E.S.)
CONCRETE
SECTION C-C
ENTRANCE VOLUME
I GRADE CHANGE
D„
DESIRABLE
MAXIMUM
HIGH
MORE THAN 1500 VPD
0 %
3
MEDIUM
500-1500 VPD
_< 3 %
6 %
LOW
LESS THAN 500 VPD
_< 6 %
8
NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
SPECIFICATION VDOTREFERENCE METHOD OF TREATMENT
ROAD AND BRIDGE STANDARDS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 of 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04
30' PRIVATE R/W
0 R/W
ROLLTOP SURFACE ROLLTOP
CURB 1.5" SM-9.5 CURB
-?..1 1/4'°: 1' 1/4": 1, 3 ; 1
BASE SUBBASE
2.5" BM-25 6" AGGREGATE(21A)
2' 1' 210' 10' 2' 1' 2'
FACE OF FACE OF
CURB CURB
TYPICAL SECTION
PRIVATE STREET C, E & G
PRIVATE STREETS
(25 MPH DESIGN SPEED)
N.T.S.
5' or 8 -
i
4" 3000 PSI CONCRETE
,'OUR"
-
STONE BASE
TYPICAL SIDEWALK SECTION
N.T.S.
Face y-
1 ,'
4"
'
7 jg a
der t.'"� , L• � a �. ,�
,aJo31i-ry; a`+P' �fX t':�' p: -�. ask.
+='rY�txr 0, s�,s✓aD'£T ,+ J ��
A " °. w' N .r-c
ds��Ft�
S �• a3'f".,t✓X- � rx.e"`a��1tr� �E23'1? .•:
3 rf�
1•oof ., i..i`i,) Cj r.b i -^ Nf r b " J, t .,'�.s I..�r '"' "E.d
N.T.S. N.T.S.
Source: VDOT Road Design Manual, Appendix B Source: VDOT Road Design Manual, Appendix B
1 5' TRANSITION J
EDGE OF PVMT./ GUTTER PAN
FACE OF CURB
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.
ROAD CLASSIFICATION SCHEDULE
>�tiT x 0
CJ y
Jimmy L. Taggart
Lic. No.
.>d 22841 4� r
E� 1�
y
ROAD NAME
STATION
DESIGN
SPEED
VPD
PAVEMENT
V`VIDTH (A)
PAVEMENT THICKNESS
FUNCTIONAL
CLASSIFICATION
SM-9.5
BM-25.0
21 B
ROAD A
10+00 - 24+99
25 mph
1,100
20'
1 -1 /2"
3"
6"
LOCAL-PUBLC
ROAD A
25+00 - 30+99
20 mph
140
20'
1-1/2"
3"
6"
LOCAL -PUBLIC
ROAD A
31 +00 - 36+06
25 mph
299
1 -1/2"
3"
6"
LOCAL -PUBLIC
ROAD A
36+06 - 40+29
25 mph
150
-20'
20'
1-1/2"
3"
6"
LOCAL -PRIVATE
ALLEY B
10+00 - 12+52
25 mph
140
16'
1-1/2"
2.5"
6"
LOCAL -PRIVATE
ROAD C
10+00 - 13+07
25 mph
1 399
20'
1-1/2"
3"
6"
LOCAL -PUBLIC
ALLEY D
10+00 - 13+72
25 mph
65
16'
1-1 /2"
2.5"
6"
LOCAL -PRIVATE
ROAD E
10+00 - 14+32
25 mph
80
20'
1 -1 /2"
2.5"
6"
LOCAL -PRIVATE
ALLEY F
10+00 - 14+79
25 mph
90
16'
1 -1 /2"
2.5"
6"
LOCAL -PRIVATE
ROAD G
10+00 - 14+75
25 mph
85
20'
1-1/2"
2.5"
6"
LOCAL -PRIVATE'
ALLEY H
10+00 - 13+81
25 mph
40
16'
1-1/2"
2.5"
6"
LOCAL -PRIVATE
30' PRIVATE R/W
R/W
R/W
4" 3000 PSI
3:1 CONCRETE
ROLLTOP
CURB
j-
SURFACE_ 1.5°' SM9.5 ROLLTOP
CURB
4" 3000 PSI
CONCRETE 3
1/4°: 1, -�-
.� 1/4 1
1--//4 1 -�-
3 4" VDT
-` - __ �_r_ __. _ ' -^w-!
��.' ":.:.:.,
4" VDT
'
21A
21A-"`
_ �_ �- - __
STONE
!
BASE
BASE
SUBBASE i�
STONE
BASE
2.5" BM-25
6" AGGREGATE (21A) I
6' 5'
2°
1'
2'
10'
10' 2' [1''
2'
5' 6'
PLANTING CONCRETE
CONCRETE PLANTING
STRIP SIDEWALK
SIDEWALK STRIP
FACE
OF FACE OF
CURB
CURB
TYPICAL SECTION
PRIVATE STREET A
PRIVATE STREETS
(25 MPH DESIGN SPEED)
N.T.S.
24' PRIVATE R/W
1/4": 1'
SURFACE R/W
CURB
1.5" SM-9.5 ROLLTOP
CURB
'1
SUBBASE
6" AGGREGATE (21A)
1'11' 2' B' 8' 2' 1' 1'
FACE OF FACE OF
CURB CURB
TYPICAL SECTION
ALLEY B, D, F & H
PRIVATE ALLEYS
(25 MPH DESI6I` SPEED)
a
/ 30 \
2 9 /31 i
28
0
32
33
R
�1
104 1109 110 111105 10� 107 108
ammmmm
49' PUBLIC R-O-W
RaMIMMM •
I
R/W POINT OF R
4" 3000 PSI FINISHED 4" 3000 PSI
3 CONCRETE VDOT ST'D GRADE VDOT ST'D CONCRETE
CG-6 1.5" SM--9.5 CG-6
E
1/4 1' 1/4" 1' ____�
3 ° 1 4" VDOT 21A .... _ ,. VOOT 21A
. _ STONE BASE. ✓� .:r
6" VDOT BASE
! ! BASE \6" SUBBASE (21A) „ I STONE BASE
TOE A ``4" UD-4 3" BM-25 4 UD-4 % 6" VDOT 21A
STONE B SE UNDERDRAIN ; UNDERDRAIN STONE BASE
1' 5' 6' € 2' 10, I 10, 1 2' 6' 5' 1'
CONCRETE PLANTING TRAVEL LANE TRAVEL LANE 1 1 PLANTING CONCRETE
SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK
! 24.5' 24.5'
ICAL SECTION
ROAD A
(20 MPH DESIGNSPEED 20+00 - 22-+-25)
(25 MPH DESIGN SPEED 18+ 15 20+00)
N.T.S.
III
ri
REVISIONS
LLJ
Z
'•
IL
0
Lij
Cl..
- D.
�.1EC. 20, 2+017
SCALE
AS SHOWN
CONTOUR INTERVAL
N/A
FILE NUMBER
8053
SHEET
20 of 20
r, r-'I_ L C' c l
_ ,r'T--I!n1i11,-n