HomeMy WebLinkAboutSDP201700050 Plan - Approved 2017-11-09r
SITE DATA
TWO (2) PARKING SPACES FOR EVERY UNIT PLUS ONE (1) GUEST SPACE FOR FOUR
(4) UNITS
OWNER / DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC
PARKING PROVIDED:
CONTACT.- DAVE BROCKMAN
PROPOSED IMPERVIOUS AREA:
1005 HEATHERCROFT CIRCLE, SUITE 400
PROPOSED TURF AREA:
CELL: (702)-985-9088
LANDSCAPING:
CROZET, VA 22932
PROPOSED WATERLINE W/ TEE
dave®oldtroilvillage.com
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
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2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE
:
914 MONTICELLO ROAD
PROPOSED FIRE HYDRANT
OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS
EXISTING CURB AND GUTTER
CHARLOTTESVILLE, VA. 22902
EXISTING WATER VALVE
J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
PROPOSED CURB AND GUTTER
(4J4)-977-0205
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL A 1.
NO STREAM BUFFER(S) WERE
TAX MAP PARCEL No:
A PORTION OF 055EO-01-00-00OA 1
AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS LOCATED WITHIN
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
Rte 691
OF ZMA 2015-00001 APPROVED FEBRUARY 1,
2016
15" RCP
--'�--
ENTRANCE CORRIDOR OVERLAY DISTRICT
EXISTING SANITARY SEWER
E
STEEP SLOPES (MANAGED) OVERLAY DISTRICT
USE:
12 SINGLE FAMILY ATTACHED UNITS
d
BUILDING HEIGHT. •
3 -STORY
PROPOSED SANITARY SEWER
SETBACKS:
FRONT, SIDE AND REAR: 0'
P
PROPERTY LINE
70
FRONT 25' MAXIMUM
12
PROJECT AREA:
1. 12 ACRES
EASEMENT LINE
AREA SUMMARIES:
TOTAL - 1. 12 ACRES
CENTERLINE
-
LOTS - 0.50 ACRES
PRIVATE ROW - 0.29 ACRES
LIMITS OF CLEARING AND/OR GRADING '"" „
SLOPES TO BE SEEDED, MULCHED & TACKED
PUBLIC ROW - 0.33 ACRES
EXISTING SPOT ELEVATION
-
LOT AREAS:
LOT 1 1,872 SF LOT 7
2,402
SF
VEHICLES PER DAY COUNT
LOT 2 1,396 SF LOT 8
1,419
SF
LOT 3 1,821 SF LOT 9
1,827
SF
-i ..... . ,
LOT 4 1,848 SF LOT 10
1,827
SF
r
LOT 5 1,454 SF LOT 11
1,417
SF
c
LOT 6 2,106 SF LOT 12
2, 358
SF
GROSS RESIDENTIAL DENSITY:- 10.8 UNIT/ACRE
MAGISTERIAL DISTRICT. WHITE HALL MAGISTERIAL DISTRICT
STORMWATER MANAGEMENT- AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN (WPO20160009), APPROVED
4/25/2016
WATERSHED: LICKINGHOLE CREEK
TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012
ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD SURVEY FROM JUNE 2015, AUGUST
2015 AND NOVEMBER 2016.
BENCHMARK: TOP OF EXISTING STORM SEWER INLET #219 AT 682.30
DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83
FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE
MAP. COMMUNITY PANEL NUMBER 510003C 0237 D. EFFECTIVE DATE: FEBRUARY 4.
2005.
PARKING REQUIRED:
TWO (2) PARKING SPACES FOR EVERY UNIT PLUS ONE (1) GUEST SPACE FOR FOUR
(4) UNITS
F
(12 * 2) + (12/4) = 27 PARKING SPACES
PARKING PROVIDED:
48 SPACES (TWO GARAGE SPACES + TWO DRIVEWAY SPACES)
PROPOSED IMPERVIOUS AREA:
J9,864 SF
PROPOSED TURF AREA:
8,712 SF
LANDSCAPING:
SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND
PROPOSED WATERLINE W/ TEE
DETAILS
LIGHTING:
1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
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2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE
:
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED
PROPOSED FIRE HYDRANT
OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS
EXISTING CURB AND GUTTER
AND FROM ADJACENT ROADS.
EXISTING WATER VALVE
J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
PROPOSED CURB AND GUTTER
AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL A 1.
NO STREAM BUFFER(S) WERE
FOUND ON THIS PORTION OF PARCEL A.
THIS SITE IS NOT LOCATED WITHIN
AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS LOCATED WITHIN
THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY
RESERVOIR.
Rte 691
OLD TRAIL VILLAGE
BLOCK 7
HAS 1
l��INA SIT LAN
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF
CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN
ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE (PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND /-APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED
AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF
THE COUNTY ENGINEER, FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY
SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B,
OR C).
6, WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD
PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT
SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES
AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BIE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION
OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY
VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD --1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL
TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND (CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR
COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION
PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL [BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE
STATE SYSTEM.
VICINITY MAP
SCALE: 1"= 1000 FEET
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 PERVIT 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 & APPRC)VAL.
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. HPDE PIPES MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL
CONFORM TO AASHTO M294..
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.
11. CONTRACTOR TO CONTACT MIISS UTILITY TO MARK UNDERGROUND UTILITY LOCATIONS PRIOR
TO ANY DIGGING OR EARTH MOVING ACTIVITIES, DIAL 811 IN VIRGINIA OR 1-800-552-7001.
LftwT IN,
SHEET 1 --------- COVER SHEET
SHEET 2 --------- EXISTING CONDITIONS PLAN
SHEET 3 --------- SITE LAYOUT PLAN
SHEET 4 --------- GRADING PLAN
SHEET 5 --------- LANDSCAPE PLAN, NOTES & DETAILS
SHEET 6 --------- TYPICAL SECTIONS, NOTES & DETAILS
SHEET 7 --------- STORM SEWER COMPUTATIONS
PHASING
PHASE 1 WILL BE SEPARATED INTO PHASE A AND PHASE B.
PHASE A AND PHASE B WILL BE BONDED SEPARATELY.
F
_ .
PROPOSED TREE
FP
EXISTING INDEX CONTOUREXISTING
WATERLINE W/ TEE --
- _I
r>
20
PROPOSED WATERLINE W/ TEE
W -+---
EXISTING EDGE OF PAVEMENT
{
j.
:
-EP- --------- ---
PROPOSED FIRE HYDRANT
EXISTING CURB AND GUTTER
EX. C&G
_
EXISTING WATER VALVE
PROPOSED CURB AND GUTTER
Ins
GQp
PROPOSED WATER VALVE
W
s
Ro 0
PROPOSED WATER METER
O
EXISTING STORM SEWER
EX 15 RCP
- - -- -.
Rte 691
y
15" RCP
--'�--
---�
PROPOSED REDUCER W
EXISTING SANITARY SEWER
E
DENOTES LO ATION OF STD. VDOT
d
,
CG -12 AND/OR JURISDICTIONAL
PROPOSED SANITARY SEWER
:
STANDARD RRRRRRAAAAAAMP CONSTRUCTION
P
PROPERTY LINE
70
Y ,
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
EASEMENT LINE
04.
BENCHMARK
CENTERLINE
-
CRITICAL SLOPE
LIMITS OF CLEARING AND/OR GRADING '"" „
SLOPES TO BE SEEDED, MULCHED & TACKED
BLOCK 7
EXISTING SPOT ELEVATION
-
PH. 1
PROPOSED SPOT [ELEVATION+12.0
VEHICLES PER DAY COUNT
'1,234 VPD
;
LIMITS OF DEMOLITION
xxxxxXXX -
-i ..... . ,
EXISTING FLOODPLAIN
r
STREAM BUFFER
c
---'�-
EXiSTING TREE_ DRIP LINE
Z \
I
��------��
fJ
E . `:' C?!`,I;
STORM DRAIN STRUCTURE IDENTIFIER
d.
o
Rte 250
3T
..... ....
....
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF
CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN
ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE (PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND /-APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED
AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF
THE COUNTY ENGINEER, FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY
SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B,
OR C).
6, WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD
PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT
SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES
AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BIE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION
OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY
VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD --1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL
TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND (CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR
COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION
PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL [BE COORDINATED WITH VDOT FOR ACCEPTANCE INTO THE
STATE SYSTEM.
VICINITY MAP
SCALE: 1"= 1000 FEET
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 PERVIT 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 & APPRC)VAL.
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. HPDE PIPES MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL
CONFORM TO AASHTO M294..
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.
11. CONTRACTOR TO CONTACT MIISS UTILITY TO MARK UNDERGROUND UTILITY LOCATIONS PRIOR
TO ANY DIGGING OR EARTH MOVING ACTIVITIES, DIAL 811 IN VIRGINIA OR 1-800-552-7001.
LftwT IN,
SHEET 1 --------- COVER SHEET
SHEET 2 --------- EXISTING CONDITIONS PLAN
SHEET 3 --------- SITE LAYOUT PLAN
SHEET 4 --------- GRADING PLAN
SHEET 5 --------- LANDSCAPE PLAN, NOTES & DETAILS
SHEET 6 --------- TYPICAL SECTIONS, NOTES & DETAILS
SHEET 7 --------- STORM SEWER COMPUTATIONS
PHASING
PHASE 1 WILL BE SEPARATED INTO PHASE A AND PHASE B.
PHASE A AND PHASE B WILL BE BONDED SEPARATELY.
F
in
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Lic. No.
22841 �`�
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EXISTING INTERMEDIATE CONTOURf...
_ .
PROPOSED TREE
FP
EXISTING INDEX CONTOUREXISTING
WATERLINE W/ TEE --
- _I
PROPOSED CONTOIUR
20
PROPOSED WATERLINE W/ TEE
W -+---
EXISTING EDGE OF PAVEMENT
EX_ EP -
EXISTING FIRE HYDRANT
PROPOSED EDGE OF PAVEMENT
-EP- --------- ---
PROPOSED FIRE HYDRANT
EXISTING CURB AND GUTTER
EX. C&G
_
EXISTING WATER VALVE
PROPOSED CURB AND GUTTER
CG -6
PROPOSED WATER VALVE
W
-- =
CG -6 ROLL-TOP
TRANSITION FROM CG -6 ROLL-TOP �z _=
PROPOSED WATER METER
O
EXISTING STORM SEWER
EX 15 RCP
- - -- -.
EXISTING REDUCER
PROPOSED STORM SEWER
15" RCP
--'�--
---�
PROPOSED REDUCER W
EXISTING SANITARY SEWER
HANDICAP RAMP (CG -12)
DENOTES LO ATION OF STD. VDOT
CG -12 AND/OR JURISDICTIONAL
PROPOSED SANITARY SEWER
s
STANDARD RRRRRRAAAAAAMP CONSTRUCTION
P
PROPERTY LINE
__
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
EASEMENT LINE
-
BENCHMARK
CENTERLINE
-
CRITICAL SLOPE
LIMITS OF CLEARING AND/OR GRADING '"" „
SLOPES TO BE SEEDED, MULCHED & TACKED
EXISTING SPOT ELEVATION
+12.0
PROPOSED SPOT [ELEVATION+12.0
VEHICLES PER DAY COUNT
'1,234 VPD
LIMITS OF DEMOLITION
xxxxxXXX -
PROPOSED STREET NAME SIGN
EXISTING FLOODPLAIN
EXISTING SIGN
STREAM BUFFER
PROPOSED SIGN
---'�-
EXiSTING TREE_ DRIP LINE
SANITARY MANHOLE IDENTIFIER
��------��
EXISTING TREE
E . `:' C?!`,I;
STORM DRAIN STRUCTURE IDENTIFIER
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REVISIONS 1
9/25/17
COUNTY/ACSA COMMENTS
10/16/17
COUNTY COMMENTS
DATE
JULY 31, 2017
SCALE
AS SHOWN
CONTOUR INTERVAL
NA
FILE NUMBER
3053
SHEET
1 of 7
O:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Final Site Plan\Black 7 Ph 1 Final Road and Site Plan.dwo. 10/16/2017 7.48.40 AM A(;pnmo
REVISIONS
9/25/17
COUNTY/ACSA COMMENTS
10/16117
COUNT( COMMENTS
DATE
JULY 31, 2017
SCALE
1"=30'
CONTOUR INTERVAL
2 FEET
FILE NUMBER
3053
SHEET
L__2 of 7
Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Final Site Plan\Block 7 Ph 1 Final Road and Site Plan.dwci, 10116/2017 7:48:44 AM_ AGanme
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REVISIONS
9/25/17
COUNTY/ACSA COMMENTS
10/16117
COUNT( COMMENTS
DATE
JULY 31, 2017
SCALE
1"=30'
CONTOUR INTERVAL
2 FEET
FILE NUMBER
3053
SHEET
L__2 of 7
Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Final Site Plan\Block 7 Ph 1 Final Road and Site Plan.dwci, 10116/2017 7:48:44 AM_ AGanme
69.75
PHASE A
ii
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
1517.47'
205.33'
205.17'
N 26'4433" W
7'45'09.42"
C2
70.00'
103.64'
94.43'
N 15'3634" E
84'4942.66"
C3
12.50'
20.05'
17.97'
S 76'01'07" E
91'5454.42"
C4
469.50'
156.35'
155.63'
N 20'31 20" W
19'04'49.43"
C5
12.50'
19.84'
17.82'
S 34'28'40" W
90'55'10.57"
C6
1 12.50'
19.63'
17.68' 1
S 75'03'45" E
90'00'00"
C7
12.50'
20.06'
17.98'
S 15'5439" W
91'56'48"
C8
70.00'
106.90'
96.81'
S 74'22'03" E
87'29'49"
LINE
BEARING
DISTANCE
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N 30'03'45" W
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STREET TREE REQUIREMENTS, NOTES & DETAILS
STREET TREE CALCULATIONS - PROPOSED ORION LANE
617 LINEAR FEET OF ROAD FRONTAGE ® 1 TREE / 50 LINEAR FEET = 12.3 ,STREET TREES REQUIRED
12 STREET TREES PROVIDED
STREET TREE NOTES & DETAILS
NOTES & MINIMUM STANDARDS
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. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO
BIDDING.
3. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
4. 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.
5. 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.
6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO
COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.
7. 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.
8. 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.
9. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S
ASSOCIATION.
10. 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.
QNTY.
KEY
BOTANICAL NAME
COMMON NAME
CALIPER
SPACING
SPECS.
12
AR
Acer rubrum "October Glory"
OCTOBER GLORY
RED MAPLE
1.5" MIN.
AS—SHOWN
B & B'
GALVANIZED
GUY WIRE
2"X2" HARDWOOD
STAKES
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CG -9B
WIDTH OF _
C ENTRANCE �I
z_
LIMITS OF PIED. � � 4- OMITS OF PED.
ACCESS ROUTE ACCESS ROUTE []
IJ2 WIDTH OF ENTRANCE UNPAVED SPACE NON-TRAVPRSABLE_ UNPAVED SPACE
EXISTING OR PROPOSED EXPANSION JOINIT
SIDEWALK OR SIDEWALK SPACE a WIDTH OF
Q ENTRANCE
2' D„ W
LIMITS OF PED. o LIMITS OF PED.
EXPANSION JOINT J w NON TRAVERSABLE ACCESS ROUTE
E ACCESS ROU TE _ _ _ [
jmE w
>-
InPF
U vi
u
CURB INCLUDED IN PEDESTRIAN ACCESS ROUTE DETAIL WITH &
a �<� ENTRANCE GUTTER L WITHOUT UNPAVED SPACE
A LL G W
Q w w ADDITIONAL. RIOHT-OF-WAY IS REQUIRED IF THE LIMITS
OF PEDESTRIAN ACCESS ROUTE (�� EXTEND BEYOND 2' 0`
o FLON! LINE z� EXISTING OR IPROPOSED VDOT RIGHT -OF WAY.
Q
tr
ENTRANCE WIDTH °
_� EXPANSION JOINT DESIRABLE MINIMUM 16'
ABSOLUTE MINIMUM 12' PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A ;
FACILITY THAT CAN BE APPROACHED, ENTERED AND
EDGE OF PAVEMENT USED BY PED)ESTRJANSAF ACCESS ROUTE IS ADJACENT G o
AJ TO BACK OF CURB, MINIMUM WIDTH SHOULD 8E 6'. SECTION F -F
HALF PLAN C IF PEDESTRAN4 ACCESS ROUTES 3KM ARE BEING 2'_0„
PROVIDED, A NWITH A 4' TRAVERSABLE OPE.
IS REQUIRED 1WI?H AMAX. 2% CROSS SLOPE. i
WHEN USED I" CONJUNCTION WITH STANDARD
CG -3 OR CG -7, THE CURB FACE ON THIS '°
PARABOLIC STANDARD IS TO BE ADJUSTED TO MATCH THE
UNPAVED
SISPACE DEWALK
CURVE MOUNTABLE CURB CONFIGURATION. o : :
NORMAL GUTTER 41
0_ ---T -- SECTION E -E
c.
c I"° • U• ° r'. 0% TO '10% CHANGE �13„
-CLASS A3 (H.E-S.) CONC.
-6'.AGGR. BASE TYPE I SIZE 21B %���i/y`f`, °'�•
12% MAX. SLOPE I 5'-0" POINT OF GRADE CHANGE L"
FOR CURB AND GUTTER ONLY v c'. •�.
* * 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
FOR SIDEWALK, CURB AND GUTTER
BUILT CONCURRENTLY <
x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D
SPECIFICATION XV DOT
REFERENCE STANDARD ENTRANCE CUTTER
ROAD AND BRIDGE STANDARDS
502 REVISION DATE SHEET 1 OF t
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15
203.02
CLASS A3
(H.E.S.) / �. C. _
CONCRETE ''• 'b•
SECTION C -C
ENTRANCE VOLUME
CG-„
NOTE: WHEN A PEDESTRIAN ACCESS ROUTE
0%
CROSSES A COMERCIAL ENTRANCE
WEDIUM 500-1500 VPD
THE CROSS SLOPE SHALL BE 2Z FOR
6
Y A WIDTH OF 5 FEET.
_< 6 %
A
*STREET APPROACH SAME SURFACING
GENERAL NOTES
RADIUS TO BE AS t i CI C7 AS MAINLINE ROADWAY (SEE NOPE 3)
1,750
SHOWN ON PLANS)
rn
AFFORDABLE UNITS
t. WHEN USED IN CONJUNCTION WITH STANDARD CG -3
TOTAL #
% OF TOTAL
MARKET RATE UNITS
UNITS
REQUIRED
FOR
AFFORDABL SALE
E
FOR RENT
APARTMENT
S
I
I (RADIUS TO BE AS
SHOWN ON PLANS)
OR CG -7, THE CURB FACE ON THIS STANDARD IS TO
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
BANKED
UNITS
1A
CG -2 OR CG -6
CONFIGURATION.
24,231
(SEE NOTE 1)
0
0
0
2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE
38
a 0 SIDEWALK
USED WITH THIS STANDARD,
82%
SIDEWALK I
0
7
1 (SEE -
7
18%
NOTE 5> I OPTIONAL UNPAVED SPACE
3 ':MAINLINE PAVEMENT SHAT BE CONSTRUCTED TO THE
3.70
mixed use
v FLOW LINE �
-L
'R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION
0
=�
=XP
-----r -f-- ---
(REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
52
EXPANSION
39
EXPANSION
OMITTED IN THE ENTRANCE.)
0
JOINT --
(
JOINT
25%
5
2
w
mixed use
4. RADIAL CURB OR COMBINATION CURB AND GUTTER
0
-
0
0
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
0
NOTE: WIDTH "B" 2'-0" OP, AS MAINLINE ROADWAY
0
EXCEPT FOR REPLACEMENT PURPOSES.
SHOWN ON TYPICAL SECTION. A
0
PLAN VIEW
ENTRANCE NOTES
0
5. 'iWHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
0
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
MAINLINE ROADWAY SLOPE
TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS
O'PARABOLIC CURVE (ENTRANCE ONLY)
WITHIN THE LIMITS OF THE RADIISHOULD BE
INCREASED TO 7". (SEE CG -13)
EDGE OF PAVEMENT OR
8 % MAX. D
0
OPTIONAL FLOW UNE
0
GRADE CHANGE ® _!�--
6. (PLANS ARE TO INDICATE "/HEN! CONSTRUCTION OF A FLOW
0%
SEE
LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MAINLINE ROADWAY
0
- - - -- NOTE 7)
- _ - --- -- - - - -
THE ENTRANCE.
0
0 0 25 0 25 4.1
8% MAX, ® - D
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
0
0
GRADE CHANGE -
"'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
3 0 0 0 3
3 100%
0 0
D
'TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
0 0%
(0)
4
3.1
CONNECTIONS,
5' MIN.
4,500
20' MINIMUM FOR
10
18
8
36
COMMERCIAL ENTRANCE
28
INIrERSECTION NOTES
5
8. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE
M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE,
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
8
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
3
OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING
SECTION A - A
SIGHT DISTANCE AND K VALUE REQUIREMENTS.
0
9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
0
4„
__
PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE
12
10.7
12
.ACROSS THE INTERSECTION.
2
0
2 B
0
ALLOWABLE ENTRANCE GRADE CHANCES
CLASS A3
(H.E.S.) / �. C. _
CONCRETE ''• 'b•
SECTION C -C
ENTRANCE VOLUME
GRADE CHANGE
L1"
DESIRABLE MAXIMUM
HIGH MORE THAN 1500 VPD
0%
37
WEDIUM 500-1500 VPD
<3%
6
LOW LESS THAN 500 VPD
_< 6 %
8
(NOTE ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
SPECIFICATION XVDOT
REFERENCE METHOD OF TREATMENT
ROAD AND BRIDGE STANDARDS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 of t
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15
203.04
R/W
ROLLTOP
CURB
9•f 1J4,,,1,
3" VD07 21A - -FE
STONE iBASE
2' 1'l 2'
FACE OF
CURB
30' PRIVATE R/W
-.E--1/4" 1
BASE
2.5" BM -25
10'
SURFACE ROLLTOP
1.5" SM -9.5 CURB
114" 1'--3•
SUBBASE
6" AGGREGATE (21A)
1/4": 1' 3 • 1
<3
10' 2" I1'I 2'
FACE OF
CURB
TYPICAL SECTION
FENNEL ROAD
PRIVATE STREET
(25 MPH DESIGN SPEED)
N.T.S.
5' or 8'
I
4" 3000 PSI CONCRETE
=1�I �IIEIIIII�II�,IiI�(.1'"'`-`:".;"•�.'':"�,^:;::a`,.':.�•�"__:; ��� 3I_
4" VDOT 21A
STONE BASE
TYPICAL SIDEWALK SECTION
N.T.S.
Face Irwe l Lfne 0""rj Of Curb
-has.
.• i /...
r� ie
aM
P t
1' [
w
z
M N
owlJa . i ae;.�-�; .;, '+; ' he" r+.;1 ' 9z:.k fir.
k` do Xs t3$' 8PS'e rp�,rj �x't�]E
F$C Fes' � �dit;.-.� t.� ➢Z�?4?{f°k".�..
N.T.S. N.T.S.
Source: VDOT Road Design Manual, Appendix B Source: VDOT Road Design Manual, Appendix B
5' TRANSITION
ROLLTOP
CURB
FACE OF I
CURB BACK OF
CURB
EDGE OF PV'MT./ GUTTER PAN
FACE OF CURB
BACK OF
CURB
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.
11111111
BLOCK
AREA
(AC)
BLOCK
NON-RESIDENTIAL
CLASSIFIC
AREA (SQ. FT.)
ATION
RETAIL
AREA
(SQ.
FT.)
PAVEMENT
WIDTH (A)
PAVEMENT THICKNESS
FUNCTIONAL
CLASSIFICATION
SM -9.5
RESIDENTIAL UNITS (1)
21 B
ORION LANE
7+00 - 10+00
25 mph
1,750
GROSS
S.F. S.F. TOWN CONDO /
RESIDENTIA
DETACHED ATTACHE HOUSE APARTMENT TOTAL UNITS
UNITS D UNITS UNITS UNITS L DENSITY
(DU/AC)
MARKET RATE UNITS
AFFORDABLE UNITS
8"
TOTAL #
% OF TOTAL
MARKET RATE UNITS
UNITS
REQUIRED
FOR
AFFORDABL SALE
E
FOR RENT
APARTMENT
S
I
ACCESSOR
Y
TOTAL
TOTAL % OF
NUMBER TOTAL
OF UNITS UNITS
BANKED
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
1B & 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
3B
3D
6.8
mixed use
2,500
0
0
0
0
0
0
0
0
0
0
0
0%
0
0
0
0
0
0%
0
0 0 25 0 25 4.1
19 76%
4 6
0
0
6 24%
2
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
7
1.1
mixed use
0
0
0
12
0
0
12
10.7
12
0%
2
0
0
0
0
0%
(2)
12/15131A
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
2.7
mixed use
2,000
0
1 4
16
12
0
32
11.7
27
84%
5
5
0
0
5
16%
0
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
4.4SF
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)
20/21
5.4
N/A
360
0
1 0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
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
1 0
8
8
24%
3
28/2913/35A
7.9
SF
0
0
32
0
0
0
32
4.1
32
100%
5
0
0
O
0
0%
(5)
29A
1.7
SF
0
0
6
0
0
0
6
3.5
6
100%
1
0
0
0
0
0%
(1)
35
1.9
SF
0
0
7
0
0 1
0
7
3.7
7
100%
1
0
0
0
0 1
0%
(1)
TOTAL
74.6
111,351 - 58,029
29,855 1
171
122 1
144 1
96
533
7.1
457
86%
80
25
20
31 1
76 1
14%
-4
1/4":1'
R/W
ROLLTOP
3 1 CURB
3"' VDOT 21A
STONE BASE
1' 1' 2'
FACE OF
CURB
24° PRIVATE R/W
BASE
2.5" BM -25
B'
SUBBASE
6" AGGREGATE (21A)
8'
1/4": 1'
R/W
ROLLTOP I
CURB I
FACE OF
CURB
TYPICAL SECTION
GREENWELL LANE & OLDHAM DRIVE
PRIVATE ALLEYS
(25 MPH DESIGN SPEED)
N.T.S.
3 1
R/W
4" 3000 PSI
CONCRETE
r° UI- IU IAL AH-UKUAbLE UNI I5 32.9"/° 26.31%
VOOT ST'D
CG -6
4" VDOT 21A
STONE BASE
6" VOOT 21A4" UD -4
STONE BASE UNDERDRAIN
1' 5 6' 2' 6'
CONCRETE PLANTING PARKING
SIDEWALK STRIP 0.5' LANE*
30.5'
*SEE SIGNAGE FOR DESIGNATED PARKING LANE
40.8% NET BANKED
UNITS AVAILABLE
VARIABLE WIDTH PUBLIC R -O -W
POINT OF
FINISHED
1.5" SM -9.5 GRADE
B" 21B7
BASE
SUB -BASE 4" BM -25 4" UD -4
UNDERDRAIN
10' 10'
TRAVEL LANE I TRAVEL LANE
0
-4
VDOT ST'D
"6" VDOT 21A
STONE BASE
2' 6'
PLANTING
0.5' STRIP
24.5'
R/W
4" 3000 PSI
CONCRETE 3 ; 1
4 VDOT 21A 1
STONE BASE
5, I1'
CONCRETE j` -
SIDEWALK
ROAD NAME
STATION
DESIGN
SPEED
VPD
PAVEMENT
WIDTH (A)
PAVEMENT THICKNESS
FUNCTIONAL
CLASSIFICATION
SM -9.5
BM -25.0
21 B
ORION LANE
7+00 - 10+00
25 mph
1,750
26'
1-1/2"
4"
8"
LOCAL
\vo�• o
AtiTH op ° t7
o
�• -
mm rly L. T
(art
Lic. N6.
22841
,�ss1orraL
w
/ REVISIONS
9/25/17
COUNTY/ACSA (COMMENTS
10/16/17
COUNTY COMMENTS
DATE
JULY 31, 2017
SCALE
AS SHOWN
CONTOUR INTERVAL
N/A
-----------
RILE NUMBER
3053
SHEET
00f7
Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Final Site Plan\E31nrk 7 Ph 1 Final Rnarl and SitA Plan rhnin TnlJai�nJ� �na•nz nnn ncn,.,-,.,,
•
r
e
I .
i
/ REVISIONS
9/25/17
COUNTY/ACSA (COMMENTS
10/16/17
COUNTY COMMENTS
DATE
JULY 31, 2017
SCALE
AS SHOWN
CONTOUR INTERVAL
N/A
-----------
RILE NUMBER
3053
SHEET
00f7
Q:\RGA\TMPROJ\OLD TRAIL-8053\BLOCK 7\Final Site Plan\E31nrk 7 Ph 1 Final Rnarl and SitA Plan rhnin TnlJai�nJ� �na•nz nnn ncn,.,-,.,,
Q
HYDRAULIC GRADE
war Ne"b-ori, P -j- Aa Report
frail - _6!' c'k 7 Jur-fe 5, 2017
rn qewer Summary Report: Sir. 228-255
228 22,3 221 219 217 215
211 209 203 201 144 14€1 250 255
HYnRAr 111 ir: t.RADE LINE DEMONSTRATION
Sewer etwok Profile Report.
.
i g =ail Block7_ _ June 5, 2017
`Storm Sewer umm ry Report.- qtr. 2 -254
800
6,15i2017 15:15£
228 223 22; 2'19 217 215
I r
Profile
211 209 203 201 144 1411 250 251 252 253 254
Old Trail - Block 7 Hydraulic Grade Line Computations
900
GRADE• ' •
� vver• i abivork Profile Rep -oft
Ord Trail - Block 7 June 5 2017
Upstream Structure
Downstream Rim Elev (ft)
Upstream Rim Elev (ft)Downstream
Throat Eiev (ft)Upstream
Throat Elev (ft)
Downstream HGL (ft)
Upstream HGL (ft)
228.00
223.00
682.00
682.00
681.50
Storm, Sewer Summary Report: Sir, 228-211
676.38
676.38
223.00
221.00
682.00
682.06
681.50
681.56
676.61
676.62
221.00
219.00
''
`...;i ? <a;6
�`^ i..k
681.57
!ri e1. epori
676.74
615 '2017
217.00
682.07
683.15
681.57
682.65
676.83
..,.,--,,.,.W.....,,,,_ .........:..................... ......w....n-"-.w».�.....,«,..,µ..ms:.,.. ,......_..:, .,>.._. ........:...:._. .. ,., ,..,_, ... w,.,..,...,.,:,.--
217.00
215.00
683.15
683.41
682.65
682.91
677.12
677.14
215.00
Throat �-noth r r q d
683.41
684.01
682.91
683.51
677.32
677.65
211.00
209.00
684.01
:
T ur sti r c
'Ji) CC.h o
EWai letc=s u,
678.60
Depth
Throat Length
203.00
686.00
687.46
685.50
686.96
680.15
681.20
203.00
201,00
687.46
rovJ
686.96
689.11
682.16
683.46
201.00
144.00
689.61
690.00
689.11
689.50
683.99
684.03
144.00
146.00
690.00
690.40
689.50
689.90
684.30
�li,
�.�"
)7t
)rl�
3-16 rfi!
t,�271�zf
i,28
�,IO�x _4
4,961999185
0.2.0038
6103�
688.92
688.89
688.42
688.39
685.02
685.06
251.00
t3
t1.2
=.0�
-.9914644
t.17105€,
0"87
0,09 8
2r3(
5=a 9937
1.0
689.29
687.88
688.79
685.17
685.19
21'
iJ.
z .tS
692.26
2S
adu
at�8of)5 eke
0,78
UgS774
12,37841095
01 634362
14
688.39 688.42 687.89
685.02
685.08
5.00
203.00
203A
E 16
0, -4 4
0 s ,
b16
0.0255
5,3379351 ,1,
0-374676715
0.37
0.0931272
9A51928679
0,5: 4,079
10
682.11
682.12
0.90
211.00
211A
684.01
'60
0.05
J.9
�
fir'
7�0r S
x3.659923.1,<<,
€}.Ct ;
0.202434
4.7 0,36424
0. 7339!
6
a
2S1
0.102
0.9
07512
0 z 4
2, _816 9 661
0,915415&
a°")
0A03267
31.262730229
0,185827
4
203B
203A
0.22
52
0.20
-,..j
-F4.
Q 4202
..'3GA,s49
0.4 0 I _.;
Q, r,2
0-0,97436
0
':1,'201332
15.
3.22
S
0.13
0.012
203A
2S3
0. i,
n,!5
0, L98
L£.01 .
'11,43 72841V_9
0.595260&07
9 91
0.1430768
4,34 -6 7000 7
0,314139
6.
15
g
4.42
0.07
0.20
0.012
254
0.12
r1,tt
f
0.G"6/
40 t 191
0""10'1334:`>7
0.:87
O,t29327:1,
7.603229754
052.093
i
0,4
211B
J.I
. IJ
Q.-) 831.,5-�wa7
1 1_1
0.0328585
�
e,111 310",
2c
678.36
_w
21.7
1.01
15
7.07
4.201
0.09
0.09 1
0.012
211A
211
0.43 1
0.80
0.34
228 223 22"
Pipe P,
HGL
219 217 215
HYDRAULIC GRADE LINE DEMONSTRATION
Sewer Ne,hetork Profile Report
)1d Frail - Bloch 7 june 5, 2017
3t rm Sewer Summary s l4: qtr. 228-203B
211 211A 211£1
228 223 221 219
Lu `,<c? f3rii( .......
iGL
Downstream Structure
Upstream Structure
Downstream Rim Elev (ft)
Upstream Rim Elev (ft)Downstream
Throat Eiev (ft)Upstream
Throat Elev (ft)
Downstream HGL (ft)
Upstream HGL (ft)
228.00
223.00
682.00
682.00
681.50
681.50
676.38
676.38
223.00
221.00
682.00
682.06
681.50
681.56
676.61
676.62
221.00
219.00
682.06
682.07
681.56
681.57
676.72
676.74
219.00
217.00
682.07
683.15
681.57
682.65
676.83
677.03
217.00
215.00
683.15
683.41
682.65
682.91
677.12
677.14
215.00
211.00
683.41
684.01
682.91
683.51
677.32
677.65
211.00
209.00
684.01
686.00
683.51
685.50
678.60
679.33
209.00
203.00
686.00
687.46
685.50
686.96
680.15
681.20
203.00
201,00
687.46
689.61
686.96
689.11
682.16
683.46
201.00
144.00
689.61
690.00
689.11
689.50
683.99
684.03
144.00
146.00
690.00
690.40
689.50
689.90
684.30
684.41
146.00
250.00
690.40
688.92
689.90
688.42
684.71
684.91
250.00
251.00
688.92
688.89
688.42
688.39
685.02
685.06
251.00
252.00
688.89
688.38
688.39
687.88
685.11
685.15
252.00
253.00
688.38
689.29
687.88
688.79
685.17
685.19
253.00
254.00
689.29
692.26
688.79
691.76
685.37
685.37
250.00
255.00
688.92
688.39 688.42 687.89
685.02
685.08
5.00
203.00
203A
687.46
687.95
686.96
687.45
681.81
681.83
203A
203B
687.95
687.95
687.45
687.45
682.11
682.12
0.90
211.00
211A
684.01
684.67
683.51
684.17
678.60
678.63
211A
211B
684.67
684.66
684.17
684.16
679.14
679.14
Note: Rim elevations are the tops of the storm structures, not throat elevations. Throat elevations should be typically 6" below the rim elevations.
L
217 215 21.1 209
203 203A 203B
Old Trail - Block 7 Storm Sewer DOT Resort
=5?0
r; 00
FROM POINT
AREA DRAIN
RUN-OFF COEF.
CA
INLETTIME
RAINFALL
RUN-OFF, Q
INVERT ELEVATIONS
LENGTH
SLOPE
DIA
CAPACITY
VEL
FLOW TIME, MINUTES
TO POINT
ACRES
C
INCREMENT
ACCUMULATED
MINUTES
IN./HR.
CFS
UPPER END
LOWER END
FT
%
IN
CFS
FPS
INCREMENT
ACCUMULATED
n -Value
REMARKS
254
253
0.42
0.40
0.17
0.17
5.00
5.50
0.92
684.39
684.22
34.3
0.50
15
4.94
3.13
0.18
0.18
0.012
253
252
0.11
0.45
0.05
0.22
5.18
5.50
1.20
684.12
683.88
66.3
0.36
15
1 4.22
3.01
0.37
0.55
0.012
252
251
0.25
0.45
0.11
0.33
5.55
5.50
1.82
683.78
683.68
36.0
0.28
15
3.70
3.04
0.20
0.75
0.012
251
250
0.02
0.94
0.02
0.35
5.75
5.50
1.92
683.58
683.47
37.19
0.29
15
3.78
3.13
0.20
0.95
0.012
255
250
0.97
0.40
0.39
0.39
5.00
5.50
2.13
683.56
683.47
35.2
0.26
15
3.55
3.02
0.19
0,19
0.012
250
146
0.05
0.90
0.05
0.78
5.95
5.50
4.30
683.37
683.30
37.2
0.19
18
4.95
3.16
0.20
0.39
0.012
203B
203A
0.22
0.90
0.20
0.20
5.00
5.50
1.09
681.24
681.11
25-3
0.51
15
5.03
3.22
0.13
0.13
0.012
203A
203
0.06
0.85
0.05
0.25
5.13
5.50
1.37
681.01
680.81
19.5
1.03
15
7.11
4.42
0.07
0.20
0.012
211B
211A
0.24
0.85
0.20
0.20
5.00
5.50
1.12
678.36
678.14
21.7
1.01
15
7.07
4.201
0.09
0.09 1
0.012
211A
211
0.43 1
0.80
0.34
0.55
1 5.09
5.50
3.01
678.04
677.60
20.1
2.19
15
10.38 .7.301
0.05
1 0.13 1
0.012
�,LTx of vr�
y L. Tggart
Lic. No.
22841
o
�16s,S!r orraL
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., o
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C-4 in0.Z
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41 1=
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11L
REVISIONS
9/25/17
COUNTY/ACSA COMMENTS
10/16/17
COUNTY COMMENTS
DATE r�
.JULY 31, 201 l
SCALE
1"=25'
CONTOUR INTERVAL
NIA
FILE NUMBER
5053
SHEET
% Of 7
Q:\RGA\TMPROJ\QLD TRAIL-8053\BLOCK 7\Final Site Plan\Block 7 Ph 1 Final Road and Site Pian.dwg, 10/16/2017 7:49:08 AM, AGeorge