HomeMy WebLinkAboutSDP201800005 Plan - Approved 2019-04-30�ITC 1-'1ATA
OWNER / DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC CONTACT- DAVE BROCKMAN
'
1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088
CROZET, VA 22932 dave@oldtrailvilloge.com
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No:
A PORTION OF 055EO-01-7A-00000
ZONING.
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA 2015-00001 APPROVED FEBRUARY 10, 2016
ENTRANCE CORRIDOR OVERLAY DISTRICT
STEEP SLOPES (MANAGED) OVERLAY DISTRICT
USE:
14 SINGLE FAMILY ATTACHED UNITS
BUILDING HEIGHT. •
3-STORY
SETBACKS:
FRONT, SIDE AND REAR. 0' MINIMUM
FRONT 25' MAXIMUM
PROJECT AREA:
0.69 ACRES
AREA SUMMARIES.
TOTAL - 0.69 ACRES
LOTS - 0.52 ACRES
II
PRIVATE ROW - 0. 17 ACRES
I
LOT AREAS.
LOT 13 1,415 SF LOT 20 1;701 SF
LOT 14 1,008 SF LOT 21 1,701 SF
LOT 15 1,003 SF LOT 22 2,215 SF
LOT 16 1,002 SF LOT 23 2,246 SF
LOT 17 1,003 SF LOT 24 1,700 SF
LOT 18 1,477 SF LOT 25 1,700 SF
LOT 19 2,167 SF LOT 26 2,242 SF
GROSS RESIDENTIAL DENSITY:
20.3 UNIT/ACRE
MAGISTERIAL DISTRICT. •
WHITE HALL MAGISTERIAL DISTRICT
STORMWATER MANAGEMENT-
AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN (WPO20160009), A
ROVED
412512016
WATERSHED:
LICKINGHOLE CREEK
BOUNDARY SOURCE,
SUBDIVISION PLAT BLOCK 7A OLD TRAIL VILLAGE DB 4954 PG 16
SUBDIVISION PLAT BLOCK 7B OLD TRAIL VILLAGE DB 4954 PG 18
SUBDIVISION PLAT BLOCK 7A, PHASE 1 OLD TRAIL VILLAGE DB 5024 PG 429
TOPOGRAPHY:
LOUISA AERIAL SURVEYS, AUGUST 2012
ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD SURVEY FROM JUNE 2015,
AUGUST
2015, NOVEMBER 2016 AND JULY 2017.
BENCHMARK.
TOP OF EXISTING STORM SEWER INLET 11219 AT 682.30
DATUM:
VERTICAL - NAVD 88, HORIZONTAL - NAD 83
FLOODPLAIN.
THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCq,
RATE
MAP. COMMUNITY PANEL NUMBER 510003C 0237 D. EFFECTIVE DATE. • FEBRUA :',
4.
2005.
PARKING REQUIRED:
1.5 SPACES FOR EVERY ONE -BEDROOM UNIT PLUS ONE (1) GUEST SPACE F2
FOUR (4)
UNITS
(6 * 1.5) + (6/4) = 10.5 PARKING SPACES
TWO (2) PARKING SPACES FOR EVERY UNIT PLUS ONE (1) GUEST SPACE FO FOUR (4) UNITS
(8 * 2) + (8/4) = 18.0 PARKING SPACES
TOTAL REQUIRED = 28.5 SPACES
PARKING PROVIDED: 11 SPACES (6 DRIVEWAY SPACES + 5 ON -STREET PARKING SPACES)
32 SPACES (TWO GARAGE SPACES + TWO DRIVEWAY SPACES)
TOTAL PROVIDED = 43 SPACES
PROPOSED IMPERVIOUS AREA: 29,210 SF
PROPOSED TURF AREA: 1,245 SF
LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 1
2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 QT MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED
OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DIST, ICTS
AND FROM ADJACENT ROADS. i
J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT 4 IGHT
AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al.
NO STREAM BUFFER(S) WERE FOUND ON THIS PORTION OF PARCEL A.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. I
THIS SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPL,, RESERVOIR.
GENERAL CONSTRUCTION NOTES
PLAN NOTES
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS
PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
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 RESULTING FROM THE
PRESENCE ON ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES.
THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN
ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST
EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION).
8. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR
FLAG PERSONS TO ENSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE
DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER AND AUTHORITY.
9. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC
RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL
TIMES.
EARTHWORK, DRAINAGE, & SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTIING SLOPES OR
BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE
COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A,
WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT
ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THEGINEER.
min
BLOCK 7
HAS
FINAL SITE PLAN
VICINITY MAP
SCALE: 1 "=1000 FEET
6. CONTRACTQ�F SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK;, AND
A
MMEDIATEL�Y NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH
CONDITION' AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7.IN 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.
UTILITES & DRAINAGE SYSTEMS
UTILITIES
1. ANY DAMA "E TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
CONTRACTCIR S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE.
2. THESE PLA , S DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES.
CONTRACT R SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST
48 HOURS 11PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY
(1-800-52-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE
AND CABLEI! CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE
THEM REMQVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE
RESPECTIV�-j OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL
CONDUCT IdTS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S
RULES AN J REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES
SHALL BE VORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE
BURIED UTImLITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICALADJUSTMEf ,,FS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL
BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WIITH
UTILITIES.
3. WHEN THE, WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED
AND PROT�-CTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE
EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER,
CONTRACTQ� SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES
ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED, BACKFILL SHALL BE CAREFULLY
PLACED Al'6 COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY
UTILITIES �FMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL
BE RESTO FD USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACT91R SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE
INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL, ONLY
OCCUR WI11THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5. THE ADJUq�fMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER
BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
SHEET INDEX
SHEET 1--------- COVER SHEET
SHEET 2--------- EXISTING CONDITIONS PLAN
SHEET 3--------- SITE PLAN
SHEET 4--------- GRADING PLAN
SHEET 5--------- TYPICAL SECTIONS, NOTES & DETAILS
LEGEND
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
_ ____EX. EP
PROPOSED EDGE OF PAVEMENT
EP
EXISTING CURB AND GUTTER
EX. C&G
PROPOSED CURB AND GUTTER
__ CG_6�_ _
CG-6 ROLL-TOP
TRANSITION TRANSITION FROM CG-6 ROLL-TOP
EX. 15" RCP
EXISTING STORM SEWER
___._.---._____........... __.._..___
15 RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
-- -
PROPOSED SANITARY SEWER
0s
PROPERTY LINE
-- ----
EASEMENT LINE
- - - - -
CENTERLINE
- -
LIMITS OF CLEARING AND/OR GRADING
EXISTING SPOT ELEVATION
+12.0
PROPOSED SPOT ELEVATION
+ 12.0
LIMITS OF DEMOLITION
xxxxxXXX -
EXISTING FLOODPLAIN
STREAM BUFFER
EXISTING TREE DRIP LINE��
EXISTING TREE
EX. I `_;' OAK
6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE
CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT
REVISIONS.
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE
POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO
ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER
ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS
AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY
DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
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
UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5.REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE
PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR
TO FINAL ACCEPTANCE.
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR
PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING
MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE
ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER.
PROPOSED TREE
FP
EXISTING WATERLINE W/ TEE
__
PROPOSED WATERLINE W/ TEE
W -�--
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
8 W
PROPOSED WATER METER
c
EXISTING REDUCER
►
PROPOSED REDUCER
► W
HANDICAP RAMP (CG-12)
DENOTES LO ATION OF STD. VDOT
CG-12 AND 0R JURISDICTIONAL
STANDARD KRR MP CONSTRUCTION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
CRITICAL SLOPE
SLOPES TO BE SEEDED, MULCHED &TACKED
VEHICLES PER DAY COUNT 1,234 VPD
PROPOSED STREET NAME SIGN -+
EXISTING SIGN j
PROPOSED SIGN -�-
SANITARY MANHOLE IDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER A
''' �Z T H OF+
Jimmy L. Taggart
Lic. No.
'd,� 22841 ��i�
ssIONAL �
APPROVALS
A I
DEPARTMENT OF COMMUNITY DEVELOPMENT
€
DATE
PLANNING / ZONING
Tid//q.
ENGINEERING
INSPECTIONS/
*
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
�t IC
k/ 1�
VA. DEPARTMENT OF TRANSPORTATION
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a
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REVISIONS
03/28/2018
COUNTY COMMENTS
05/02/2018
COUNTY COMMENTS
-----------------
DATE
FEB. 20, 2018
SCALE
AS SHOWN
CONTOUR INTERVAL
NA
w
w 0
F- Cn Z
w <C g
z
W T a. =
= (L w >
LL. � � U
wN QW
J
Q
O Q W
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0
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FILE NUMBER
8058
SHEET
1 OF 5
IR`1L\BLi)CLK 7\Phcise 2\Fin ii Plan\Pln(-L, 7-PF„,_:r ) rd F-1,- ,i, _ i9 t i-)ni
,p
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLEj',
C1
1517.50'
205.11'
204.95'
S 26°45'26" E
7°44'39"
C2
70.00'
103.65'
94.44'
S 15*36' 1 6" W
84°50'20" '' I
C3
12.50'
20.05'
17.97'
N 76°01'07" W
91°54'54"
C4
469.50'
156.35'
155.63' 1
N 20°31'20" W
19°04'49"
C5
12.50'
19.84'
17.82'
N 34°28'40" E
90'55' 1 1
NOTE.• o���AyTH o f v��
OLDHAM DRIVE, FENNEL ROAD AND GREENWELL LANE EAST OF ORION ,
LANE AND ASSOCIATED UTILITY INFRASTRUCTURE HAVE BEEN APPROVED,:.
BONDED AND ARE CURRENTLY UNDER CONSTRUCTION ,AND ARE SHOWN
HEREON THIS PLAN AS EXISTING. PLEASE REFER TO GILD TRAIL VILLAGE, ��� ��J �` ,��f J
BLOCK 7 PHASE 1 ROAD AND UTILITY PLANS FOR MORE INFORMATION. LEGEND mr`ny L. T, ggart
Lic. No.
'd�, 22841 ��v�
STEEP SLOPES (MANAGED) o��sSaorraL E����
SCALE 1 "=30'F' 30 0 30q_2fi�jl
6
SCALE IN FEET
REVISIONS
03/28/2018
COUNTY COMMENTS
05/02/2018
COUNTY COMMENTS
DATE
FEB. 20, 2018
SCALE
ill =30'
CONTOUR INTERVAL
2 FEET
a.
W
W
Z
0
0
0
z
/1
0
FILE NUMBER
8053
SHEET
2 of 5
���:\R(=�\T�ijF'R0)''�v05�—OLD �BAII\nlCiC4: 7�'�F"nn;.- ?\.rinnnl Plan\PI�,,L 7—PI-•,_� � �,,,,� nl��.,�i
G i 1 J i ') ri 1 c -I (I . 11 1. 1 C I \ 1 n
CURVE
RADIUS
I ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C-CL 1
37.00
28.09
27.42'
1 S 08'50'34" E
43'30'20.33"
C-CL2
1608. 95'
130. 74'
13 1. 70'
S 28' 17 28" E
4'39 20. 71 "
LINE T BEARING DISTANCE
L-CL 11 S 60-06'19" W 61.48'
SIGN LEGEND
MUTCD #
DESCRIPTION
REMARKS
R1-1
"STOP" 'SIGN
30"X30"
R7-1
"NO PARKING" SIGN
12"X18"
NOTE:
ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT
VERSION OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE
MUCTD
O���AZ,TH OF
Ji r y L. T gart
. Lic. Nc( 4
22841
oA�SSrONAL E��S
30 0 30 � `60
SCALE IN FEET
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con aw Zq
u- 4� 2�
W
Z w
IL
REVISIONS
03/28/2018
COUNTY COMMENTS
05/0212018
COUNTY COMMENTS
DATE
FEB. 20, 2018
SCALE
ill =30'
CONTOUR INTERVAL
f
f
L
•
f
�j
�t
FILE NUMBER
8053
SHEET
3 of 5
IN
RAI I_ - I': i',�hase ?\FI"al Iclt=loc: 7—PFas?--- — �al r�.n.dwa. 5�i
1�il�i'=,1 \Ii ,.
LEGEND
STEEP SLOPES (MANAGED)
r1y L. T a rt
Lie. No.
A� 22841 �sv�
D��SSI ONAL E��'1.
SCALE 1 "=30'
30 0 30 60
SCALE IN FEET
REVISIONS
03/28/2018
COUNTY COMMENTS
05/02J2018
COUNTY COMMENTS
DATE
FEB. 20, 2018
SCALE
30'
CONTOUR CONTOUR INTERVAL
2 FEET
FILE NUMBER
8053
0AR,('A' 111PIPF) ;. i--FII P, T P h 1 1 \,RI (1('V 7\Phr,,, '?, F�,),,I F-'[—,. 11 i 1-,,-i: -,—oi. -- ') -,-.i of - _i.,._. _ i.,o i
SHEET
4 of 5
41
:�I
NOTES.*
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAID FOR AS
RADIAL CURB.
4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" (21" DEPTH)IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN.
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5• CG-2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
2" RADIUS
Y/ •nA'�
D
t" p• D. SURFACE
T
DIl d D�' D BASE
D p D SUBBASE
6"
12"
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION
REFERENCE
105
502
It
w
0
z
z
w
STANDARD 6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
DITCH
SECTION
DITCH DEPTH=24"
�--7x.
FULL DEPTH EC-2 LINING
10+00 TO 12+87 /
PS
PERMANENT EXISTING GROUND
SEEDING
3 � 3
V DITCH
TIE TO EX/STING
GROUND, TYP.
TREATMENT I
6"
SURFACE
BASE
SUBBASE
ROAD AND
REVISION DA
4" 3000 PSI R/W I
CONCRETE VDOT ST'D
7 1 CG-6
CG-2
STANDARDS
SHEET 1 OF 1
201.01
5'
4" 3000 PSI CONCRETE
1.
4" VDOT 21A - -
STONE BASE
TYPICAL SIDEWALK SECTION
N.T.S.
EDGE OF PVMT./ GUTTER PAN
ROLLTOP FACE OF CUR
CURB I
FACE OF l BACK OF
CURB BACK OF CURB
CURB riniQA
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.
DEVELOPMENT CHART
BLOCK
AREA
(AC)
BLOCK
CLASSIFIC
ATION
NON-RESIDENTIAL
AREA (SQ. FT.)
RETAIL
AREA
(SQ.
FT.)
RESIDENTIAL UNITS
(1)
S.F.
DETACHED
UNITS
S.F.
ATTACHE
D UNITS
TOWN
HOUSE
UNITS
CONDO /
APARTMENT
UNITS
TOTAL UNITS
GROSS
RESIDENTIA
L DENSITY
(DU/AC)
MARKET RATE UNITS
AFFORDABLE
UNITS
TOTAL #
MARKET RATE
UNITS
% OF TOTAL
UNITS
REQUIRED
AFFORDABL
E
FOR
SALE
FOR RENT
APARTMENT
S
ACCESSOR
Y
TOTAL
BANKED
UNITS
COMPLETED
UNITS
TOTAL
NUMBER
OF UNITS
% OF
TOTAL
UNITS
1A
2.17
mixed use
24,231
10,855
0
0
0
38
38
17.5
31
82%
6
0
7
0
7
18%
1
7
113 & 3C
3.70
mixed use
28,731
14,500
0
0
19
33
52
14.1
39
75%
8
0
13
0
13
25%
5
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
4.1
0
0%
0
0
0
0
0
0%
0
3B
0
0
0
0 1
25
0
25
19
76%
4
6
0
0
6
24%
2
6
3D
0
0
3
0
0
0
3
3
100%
0
0
0
0
0
0%
(0)
4
3.1
mixed use
4,500
4,500
0
10
18
8
36
11.7
28
78%
5
8
0
0
8
22%
3
8
7 Ph. 1
1.1
mixed use
0
0
0
12
0
0
12
10.9
12
0%
2
0
0
0
0%
(2)
7 Ph. 2
0.7
mixed use
0
0
0
14
0
0
14
20.0
8
0%
2
6
0
0
6
43%
4
12/15/31A
5.1
SF
0
0
30
7
12
9
58
11.4
43
74%
9
6
0
9
15
26%
6
10
3.4
N/A
0
0
0
0
25
0
25
7.4
21
84%
4
0
0
4
4
16%
0
11
3.7
mixed use
0
0
4
11
18
0
33
8.9
27
82%
5
9
0
0
9
27%
4
3
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)
16
6.5
N/A
0
0
25
7
0
0
32
4.9
27
84%
5
0
0
5
5
16%
0
17/18
6.2
N/A
0
0
6
28
0
0
34
5.5
29
85%
5
0
0
5
5
15%
(0)
5/20/2021
11.5
multi family
0
0
0
0
0
190
190
16.5
0
0%
29
0
29
0
29
0%
1
22
12.0
SF
0
0
29
17
0
46
3.8
46
0%
7
0
0
0
0
0%
(7)
23
3.4
multi family
0
0
0
13
0
0
13
3.8
13
100%
2
0
0
0
0
0%
(2)
27
3.1
SF
0
0
9
0
16
8
33
10.6
25
76%
5
0
0
8
8
24%
3
28/29B/35A
7.9
SF
0
0
32
0
0
0
32
4.1
32
100%
5
0
0
0
0
0%
(5)
29A
1.7
SF
0
0
6
0
0
0
6
3.5
6
100%
1
0 1
0
0
0
0%
(1)
31B/C
1.2
0
0
0
0
14
0
14
11.5
0
0%
2
14
0
0
14
100%
12
0
32
23.3
SF
0
0
71
30
0
0
101
4.3
101
100%
15
30
0
0
30
30%
15
35
1.9
SF
0
0
7
0
0
0
7
3.7
7
100%
1
0
0
0
0
0%
(1)
TOTAL
82.4
108,991 - 56,029
29,855
242
161
164
286
853 1
10.4 1
566
660/o
128
79
49
31
159
19%
31
24
34' PRIVATE R/W
I 1/4":1'
POINT OF R/W
FINISHED SURFACE ROLLTOP
GRADE 1.5" SM-9.5 CURB
1/4 1/4": V 1/4,"
1
3
• 4" VDOT 21A r '
STONE BASE
BASE SUBBASE
2.5" BM-25 6" AGGREGATE(21A)
3.5' 1.5' 26' 10' 2' 1' 1'
10'
5' 0.5' 1...
CONCRETE PA,iKING LANE TRAVEL LANE TRAVEL LANE FACE OF
SIDEWALK CURB
20' 14'
TYPICAL SECTION
FENNEL ROAD
PRIVATE STREET
(25 MPH DESIGN SPEED)
(STA. 12 + 41 TO STA. 13 + 81)
N.T.S.
R/W
ROLLTOP
CURB
fi &
1
4.
2' 1 1 24
I -
FACE OF
CURB
Ui- I U IAL At-I-UNUAbLt UNI I5 49. l"/o :3U.t3"/o
30' PRIVATE R/W
SURFACE ROLLTOP
1.5" SM-9.5 CURB
-E--1/4" 1' 1/4" : 1'-3.-
BASE
2.5" BM-25
10'
SUBBASE
B" AGGREGATE (21A)
10'
1/4": V 3 1
...E---
3
•1
2, 1. i'l. 2'
FACE OF
CURB
TYPICAL SECTION
FENNEL ROAD
PRIVATE STREET
(25 MPH DESIGN SPEED)
N.T.S.
19.5% NET BANKED 31
UNITS AVAILABLE
1 1/4":1'
R/W
ROLLTOP
3 CURB
1
3
1' 1' 2'
FACE OF
CURB
24' PRIVATE R/W
�LTH OF
_a
)J*, ny L.
Tcart
Lic. N
22841 4i
OA- SIONAL E
I 1/4": V
SURFACE R/W
ROLLTOP
1.5" SM-9.5 CURB
1,14",
3•
11
BASE ^
SUBBASE
2.5" BM-25 6" AGGREGATE(21A)
8' 8' 2'[1%
1'
/
FACE OF
CURB
TYPICAL SECTION
OLDHAM DRIVE
PRIVATE ALLEY
(25 MPH DESIGN SPEED)
N.T.S.
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REVISIONS
03/28/2018
COUNTY COMMENTS
05/02/2018
COUNTY COMMENTS
DATE
FEB. 20, 2018
SCALE
AS SHOWN
CONTOUR INTERVAL
NIA
FILE NUMBER
8053
SHEET
5 of 5
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