HomeMy WebLinkAboutSDP201600045 Plan - Approved Final Site Plan and Comps. 2017-06-13GENERAL NOTES
OWNER:
032GO-00-00-00100 032EO-00-00-00200
Sheet Title
WOODBRIAR ASSOCIATES RAY BEARD
USE:
PO BOX 5548 2073 CYPRESS DRIVE
DENSITY:
CHARLOTTESVILLE, VA 22905 CHARLOTTESVILLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
SETBACKS:
200 GARRETT STREET, SUITE K
ROAD PROFILES, NOTES & DETAILS
CHARLOTTESVILLE, VA 22902
DRAINAGE PROFILES & CALCULATIONS
434.293.3719
SURVEYOR:
LINCOLN SURVEYING
STREETS:
632 BERKMAR CIRCLE
EXISTING CONDITIONS:
CHARLOTTESVILLE, VA 22901
434.974.1417
SURVEYOR:
BOUNDARY OF THE SITE WAS PROVIDED BY LINCOLN SURVEYING IN FEBRUARY,
FLOODPLAIN:
2013. TOPOGRAPHY PROVIDED BY THE ENGINEERING GROUPE FROM AERIAL FLOWN
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TOPO IN JANUARY, 2007. TOPOGRAPHY SURVEY UPDATED IN DECEMBER 2015, AND
STREAM BUFFERS:
FIELD VERIFIED IN DECEMBER, 2015.
TAX MAP PARCEL:
T.M.P. 32G-1 (D.B. 1556/PG. 97) (PORTION OF)
TOTAL ACREAGE: 19.6 ACRES
ZONING:
PRD (ZMA 1991-00013, ZMA 1995-00005, ZMA 1995-00020, ZMA 2004-00014,
Sheet Title
AND ZMA 2005-00009) WITH PROFFERS AND ENTRANCE CORRIDOR
USE:
PRIMARY RECREATION AREA FOR BRIARWOOD DEVELOPMENT
DENSITY:
NOT APPLICABLE - OPEN SPACE/RECREATIONAL FACILITY
OPEN SPACE:
17.5+/- ACRES
SETBACKS:
FRONT 20 FEET MINIMUM
ROAD PROFILES, NOTES & DETAILS
SIDE 6 FEET MINIMUM
DRAINAGE PROFILES & CALCULATIONS
REAR 5 FEET MINIMUM
BUILDING HEIGHT:
35 FEET MAXIMUM
STREETS:
CURB AND GUTTER, PUBLIC STREETS
EXISTING CONDITIONS:
SITE IS PREDOMINATELY OPEN GRASS AREA WITH SOME EXISTING TREES AND
VEGETATION.
UTILITIES:
SITE WILL BE SERVED BY PUBLIC WATER AND SEWER
FLOODPLAIN:
100 -YEAR FLOODPLAIN EXISTS WITHIN THE LIMITS OF THE SUBDIVISION PLAT,
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PER FEMA MAP #510006 PANEL 145 OF 575 (DATED FEBRUARY 4, 2005)
STREAM BUFFERS:
STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE SUBDIVISION PLAT.
SEE EXISTING CONDITIONS SHEET FOR LOCATION.
DATUM:
NAD83
OPEN SPACE:
17.5 ACRES (89% OF TOTAL AREA)
RECREATIONAL AREA:
NEIGHBORHOOD PARK - 17.5 AC.
LOTS:
NOT APPLICABLE
CRITICAL SLOPES:
EXISTING PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN AND
LABELED ON THE PLAN SHEET.
PARKING:
REQUIREMENTS
BASEBALL/MULTI-PURPOSE FIELD: 24 SPACES (20 SPACES - BASEBALL
OR 24 SPACES - SOCCER)
BASKETBALL COURTS: 4 SPACES (2 SPACES PER BASKET)
PLAYGROUND: 16 SPACES (1 SPACE PER 125 SF OF ACTIVE RECREATION)
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TOTAL SPACES REQUIRED: 44 SPACES
REDUCTION
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TOTAL NUMBER OF HOMES WITHIN BRIARWOOD: 663 HOMES
NUMBER OF HOMES WITHIN /4 MILE OF PARK: 335 HOMES
PARKING REDUCTION PERCENTAGE: 335 HOMES/663 HOMES x 100= 50%
OVERALL PARKING REQUIRED (WITH PARKING REDUCTION): 22 SPACES
PARKING SPACES PROPOSED: 24 SPACES (INCLUDING 2 HANDICAP SPACES)
PHASING:
NO PHASING IS PROPOSED WITH THIS PLAN
LIGHTING:
NO STREET LIGHTING IS PROPOSED.
LANDSCAPING:
LANDSCAPING WILL BE PROVIDED WITH THE FINAL SITE PLAN & COMPLY WITH
SECTION 32.7.9 OF THE ZONING ORDINANCE, WHICH WILL INCLUDE STREET
TREES ALONG THE ROADWAY AND PARKING LOT TREES.
RETAINING WALLS:
RETAINING WALLS ARE NOT PROPOSED.
SIGNAGE:
NO SIGNAGE IS CURRENTLY PROPOSED. ANY SIGNAGE WILL BE INCLUDED WITH
THE FINAL SITE PLAN OR UNDER SEPARATE APPLICATION.
WATERSHED:
NORTH FORK RIVANNA (ABOVE WATER INTAKE)
STREET TREES:
STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE
WITH COUNTY REQUIREMENTS.
TRASH COLLECTION:
TRASH RECEPTACLES SHALL BE PROPOSED WITHIN THE PARK. THE BRIARWOOD
HOA SHALL HAVE THE TRASH RECEPTACLES SERVICED AT A MINIMUM ONCE A
WEEK WITH THE NEIGHBORHOOD TRASH COLLECTION.
BUILDING SITES:
NOT APPLICABLE - OPEN SPACE
IMPERVIOUS AREAS:
ROADS/PARKING LOT 0.38 AC.
SIDEWALKS/TRAIL 0.50 AC.
RECREATIONAL FACILITIES 0.24 AC.
TOTAL 1.12 AC.
TRAFFIC CALCULATION:
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
COUNTY PARK (CODE 412).
ADT: 4.5 VPD (22.5 ENTER/22.5 EXIT)
AM PEAK: 2 VPH (z ENTER/ i EXIT)
PM PEAK: 2 VPH (1 ENTER/i EXIT)
FINAL SITE PLAN
t' 1 • 111 011
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
OWNER
WOODBRIAR ASSOCIATES
PO BOX 5 548
CHARLOTTESVILLE, VA 22905
SHEET LAYOUT
SCALE: 1" = 100'
ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.379
DRIVE
AUSTIN
DRIVE
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS
3
SITE PLAN
4
GRADING & DRAINAGE PLAN
5
ROAD PROFILES, NOTES & DETAILS
6
DRAINAGE PROFILES & CALCULATIONS
7
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LILALTLI DEPARTMENT
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FINAL SITE PLAN
t' 1 • 111 011
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
OWNER
WOODBRIAR ASSOCIATES
PO BOX 5 548
CHARLOTTESVILLE, VA 22905
SHEET LAYOUT
SCALE: 1" = 100'
ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.379
DRIVE
AUSTIN
DRIVE
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS
3
SITE PLAN
4
GRADING & DRAINAGE PLAN
5
ROAD PROFILES, NOTES & DETAILS
6
DRAINAGE PROFILES & CALCULATIONS
7
LANDSCAPING PLAN & DETAILS
ROADS
II
TOTAL SHEETS
CONTRACTOR SHALL ENSURE THERE IS NOT A NET
INCREASE IN FILL IN THE FLOODPLAIN, AS SHOWN.
LEGEND
EXISTING CULVERT
CUL VERT
DROP INLET & STRUCTURE NO
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC -3A DITCH
DEPTH OF EC -3A DITCH
EC -2 DI TCH
DEPTH OF EC -2 DITCH
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
CLEARING LIMITS
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF
CURB TIB DENOTES TOP OF
BOX
APPROVALS LATE
DEPARTMENT OF COMMUNITY Y D.E P,Lt PN -XT_,�
PLANNER/ZONING
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ENGINEER
INSPECTIONS
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DEPARTMENT OF FIRE RESCUE
AL EMARLE COUNTY„ SERVICE AUTHORITY.,,_,ITS
VIRGII IA DEPARt`v ENT OF TRA SPORTATION
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1.
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED BY AN
ENGINEER TO CERTIFY THE CONSTRUCTION OF THE ROADWAY FOR FINAL ACCEPTANCE BY
ALBEMARLE COUNTY:
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED,
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING
COVERED.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF
ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE
COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED
PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD
DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AN D DENSITY, UPON COMPLETION AS PART OF THE
FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER AND ALBEMARLE COUNTY A
MINIMUM OF 48 HOURS PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN
INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF
THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE
MAINTENANCE.
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, 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 WIDTH AND REPLACED WHERE
NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT. OTHER 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.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP
WITH A MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS
INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN
LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE
PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF
THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS
NA TURAL WATERCOURSE.
PA YEMEN T
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE
AGGREGATE BASE MATERIAL. 1F THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE
REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION
BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED ,5HOWING THE MATERIAL MEETS
REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACII G AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE
INTERMEDIATE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. THE PUGMILL REQUIREMENT SHALL APPLY ,,F MORE THAN SO DAYS ELAPSE
PRIOR TO APPLICATION OF INTERMEDIATE ASPHALT, OR SURFACE COURSE, IF DESIGN DOES NOT
INCLUDE AN INTERMEDIATE ASPHALT LAYER.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE
SURFACE TREATMENT IS APPLIED.
7. PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T
(PRIME COAT RC -250 @ 0.3 GAL./SQ. YD.).
S. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W1774 CURRENT VIRGINIA DEPARTMENT OF
TRANSPOR TA TION SPECIFICATIONS.
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT
ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE
RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY
VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF
WA Y.
CG -12
GENERAL NOTES;
1, THE DETECTABLE WARNING 'SHALL BE PROVIDED BY TRUNCATED DOMES -
2, DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR
DETECTABLE WARNING SUF1,C£S, PRODUCTS NOT LISTED 'SHALL MEET
THE R"EQuiREMENTS OF THE SPECuk- PROVISION FOR CG -12 DFTIECTABLE
WAR
NTNG SURFACE AND SHALL, OE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SEC71ON FOR APPROVAL.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLTIHICALLY WITH RAMP
FLOOR OR BY USING PERWIS'SIB .E CONSTRUCTION JOINT WITH REQUIRED BAfM
4, IF RAMP FLOOR IS PRFCAST, HOLES MUST SE PROVIDED FOR DOWEL BARS SO
THAT ADJOENING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRFCA'ST CONCRETE SHALL BE CLASS A•4.
5. REQUIRED BARN ARE TO BE NO.5 X 8" PLACED I'CENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, M110 -DEPTH OF RAMP FLOOR. MINIM€ I
CONCRETE COVER
6. CURB t CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE: INCLUDED IN PAYMENT FOR CURB f CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS $H[7WN ON THE PLANS OR AS 111REG7EIS
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
GROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. ENr. TH Y MUST BE LOCATED WITHIN PEDESTRIAN ia ROSSWALKSALK-
s
AS
SHOWN
ON PLAINS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT
BE LOCATED BEHIND VEWLE STOP LINES. EXISTING LIGHT POLES. CC HYDRANTS, DROR INLETS, ETC. ACCESSIBLE 15Cii1TES PROVIDE A CCNTIt*U0M
THE CURET OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AJaD_ MM� ...., r. _• �
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
i2_ °1
PERPENDICULARTOTHE CURB. Ee Xx SPA r
9. TYPICAL CONCRETE SIDEWALK IS 4 THICK. WHENTHE ENTRANCE RAVICANNOT
ACCOMMODATE THE TURNING REOUREMENTS OF ANTICIPATED HEAVY TRUCK
N.
TRAFFIC, ;E;FER T(7 STANDARD CG -13, C�7MMFRCIA.L ENTRANCE (HEAVY 4 � ,...-�-•---m-"l .,.,� .
TRUCK TRAFFC) FOR CONCRETE DEPTH_ � -„� -�"- ' - - ED E , F HIGHER THAN
EDGE OF PAVEMENT
10} WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED I1SE PATH, w> AT X X . SAME AS TOP OF CURB
THE ICINIMUM WIDTH SHALL BE THE WfOTH OF THE SHARED USE PATIiL
11. WHEN ONLY ONE ^CURB RAMP IS PROVIDED FOR TWO CROSSINGS (01AODINAL), TYPE
A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MAINEIUVER A WHEELCHAIR PARALLEL $c PERPENDICULAR
I INTO THE TRAVELWAY. THIS 4'x 4`
INTO THE CROSSWALK W T GOING aT tT11J
LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME b
I 'i T A RAD SECTION OF u�
7:2, ALL CASES WHERE CtJRR RWdF'S N ERSEC IAL FC 6'"_2.4�. C -C
CURS AT ENTRANCES OR STREET CONNECTIONS THE DETECTAEkE � �>
WARNING SURFACE SMALL HAVE A FACTORY RADIUS OR BE FIELD � 0 0 Cj 00 a
-MOQIFCD AS RECOMMENDED BY THE MANUFACTURER TO MATCH 5r
THE BACK OF CURB, 0 0 0 0 C 0 0 0 0 0+ 0
------ ------ e7 t ea t r O O e+ O -
LANDING T RAMP � }L �t D00000000€s 0000a �o
-� n? 0 0 0 0 0 0 0 Q 0 0 0 0 Q O 0
I59 0A11'1'R
Ct G} Ct Ct O C? ti J 4 Q Cs 4 CJ > 3 G
OETECIIABLE WARNING }
AT /BACK OF CURB VARIAtBLE FULL 1NI[iTH OF RAMP FLeDGR #
SEE NOTE i2. BASE i71AMETl R PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME
DETECTABLE 4YARiVihIO
INSTALLED ON A RAOIV [}NAIL DETAIL
XVDDT SPECIFIC;A71ON
ROAD ANDIC7CaE STANDARDS CG -12 DETECTABLE WARNING SURFACE REFERENCE
SHEET 1 O 5 REVISION DATE, (GENERAL NOTES) 105
203.05
07/15 vIRGINMA, DEPARTMENT OF TRMSPMTATICIN 502
AC!ESS CONCRETE
EASEMENT SIDEWALK
5'
CG -6
I & GUTTER
10'
L POINT OF
FINISHED GRADE
10'
CG -6
CURB & GUTTER
PLAN77NG (TRAVEL LANE) ' (TRAVEL LANE) PLAN77NG
S7RIPr2 5 24' FIC -FIC �2 5 S7RIP
50' ACCESS EASEMENT
TYPICAL S`TREZT SZ'C�''�0 - 50 ' PIUB1IC ACCBSS B.A,SZ �'1117'
ACCESS 1 iO.A-D
2'0 ffpff IJL'SIGN SPL'L'o
NOT TO SC4LL'
I
ACCESS
EASEMENT
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION IMANUAL (8TH EDITION)
56 SINGLE FAMILY DETACHED UNIT (CODE 210)
ADT:45 VPD (22.5 ENTER/ 22.5 EXIT)
AM PEAK: 2 VPH (1 ENTER/ 1 EXIT)
PM PEAK: 2 VPH (1 ENTER/1 EXIT)
MIN.
TOP
OF 4» 2„ R
CURB
d °
e 0
n
44 . e
a ° ° d
e A ad
v °
do a
d e
7»
1, �1 �6" 2'\\/DOT
. I
STANDARD CG -6 EoNEBA E UNDER X78
CURB & GUTTER CURB & CHECKED BY
NO SCALE VDOT PRIOR TO PAVING
AND/OR BACb'\'FII_LING.
2" SM -9.51
SURFACE C(
6" COMPACTED
BASE COURSE,
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
425
415
410
4O0
.moi E
ry_
395
390
GENERATION;
1"=50'
h a Dp
4 0.6 12.23
385
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NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS
BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN
ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE
SPECIFICATION 303.04
HIGH PT STA: 10+32.50
HIGH PT ELEV: 419.56
PVI STA:�1+00.00
PVI ELEV:418.21
K:11I
.25
LVC:u35.00
=4%
_IN
o, iD
1.0 o
+ 13
riw
t!1 V
V >
> w
LU
LOW PT STA;: 13+21.50
LOW PT ELEV: 394.09
PVI STA:12+45 00___.
PVI ELEV397.91
K:17.00
LVC:1r,.00
NOTE ALL FILL TO BE PLACED Al 95% COMPACTION.
I;
LP N � O
rq r4 o ci H r
9+75 10+00 10+50
50
M
O O 1t1 O (V M
It d� m an 00 M m
11+00 11+50 12+00 12+50
ACCESS ROAD
VERTICAL GRAPHIC SCALE
0 2.5 5 10
{ IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
0 25 50 100
13+00
20
200
TH00�
�'l
O
SCOTT R. COLLINS�Z
�
U Li -c. No. 035791,
��STONAL E��Z
( IN FEET }
°
1 inch = 50 ft.
n
General Construction Notes for Streets
4" GONG
(This list is in addition to the General Construction Notes)
w
1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must
/ ,• _
- o the start of construction.
notify the Department of Community Development (296 5832) 48 hours in advance f
z. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed
�A ,/
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
4 21-A STONE BASE
greater is not obtainable,
a revised pavement design shall be made by the design engineer and submitted with the test results for approval.
CONCRETE SIDEWALK
3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements priorto
®
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
,.t
General Construction Notes
designee, it is deemed
necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of
1. Prior to any construction within any existing public right-of-way, including connection to any
guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT).
5_ Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9A.
This plan as drawn may not accurately reflect the requirements of the permit. Where any
6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1.
discrepancies occur the requirements of the permit shall govern.
7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement
2. All materials and construction methods shall conform to current specifications and standards of
section detail, shall be strictly adhered to.
VDOT unless otherwise noted.
8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION IMANUAL (8TH EDITION)
56 SINGLE FAMILY DETACHED UNIT (CODE 210)
ADT:45 VPD (22.5 ENTER/ 22.5 EXIT)
AM PEAK: 2 VPH (1 ENTER/ 1 EXIT)
PM PEAK: 2 VPH (1 ENTER/1 EXIT)
MIN.
TOP
OF 4» 2„ R
CURB
d °
e 0
n
44 . e
a ° ° d
e A ad
v °
do a
d e
7»
1, �1 �6" 2'\\/DOT
. I
STANDARD CG -6 EoNEBA E UNDER X78
CURB & GUTTER CURB & CHECKED BY
NO SCALE VDOT PRIOR TO PAVING
AND/OR BACb'\'FII_LING.
2" SM -9.51
SURFACE C(
6" COMPACTED
BASE COURSE,
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
425
415
410
4O0
.moi E
ry_
395
390
GENERATION;
1"=50'
h a Dp
4 0.6 12.23
385
LU
1Y
0
LU
Ln
z
Ln
o�S
O
0Y
V)
LU
V
V
Q
LL.
z o c.0
Wn
N rn ri
U o o It
In
U
wu m
zw M
NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS
BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN
ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE
SPECIFICATION 303.04
HIGH PT STA: 10+32.50
HIGH PT ELEV: 419.56
PVI STA:�1+00.00
PVI ELEV:418.21
K:11I
.25
LVC:u35.00
=4%
_IN
o, iD
1.0 o
+ 13
riw
t!1 V
V >
> w
LU
LOW PT STA;: 13+21.50
LOW PT ELEV: 394.09
PVI STA:12+45 00___.
PVI ELEV397.91
K:17.00
LVC:1r,.00
NOTE ALL FILL TO BE PLACED Al 95% COMPACTION.
I;
LP N � O
rq r4 o ci H r
9+75 10+00 10+50
50
M
O O 1t1 O (V M
It d� m an 00 M m
11+00 11+50 12+00 12+50
ACCESS ROAD
VERTICAL GRAPHIC SCALE
0 2.5 5 10
{ IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
0 25 50 100
13+00
20
200
TH00�
�'l
O
SCOTT R. COLLINS�Z
�
U Li -c. No. 035791,
��STONAL E��Z
C
( IN FEET }
°
1 inch = 50 ft.
n
General Construction Notes for Streets
4" GONG
(This list is in addition to the General Construction Notes)
w
1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must
/ ,• _
- o the start of construction.
notify the Department of Community Development (296 5832) 48 hours in advance f
z. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed
�A ,/
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
4 21-A STONE BASE
greater is not obtainable,
a revised pavement design shall be made by the design engineer and submitted with the test results for approval.
CONCRETE SIDEWALK
3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements priorto
®
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, or
General Construction Notes
designee, it is deemed
necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of
1. Prior to any construction within any existing public right-of-way, including connection to any
guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT).
5_ Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9A.
This plan as drawn may not accurately reflect the requirements of the permit. Where any
6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1.
discrepancies occur the requirements of the permit shall govern.
7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement
2. All materials and construction methods shall conform to current specifications and standards of
section detail, shall be strictly adhered to.
VDOT unless otherwise noted.
8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire
3. Erosion and siltation control measures shall be provided in accordance with the approved erosion
priorto signing and recordation, then approval of these plans shall be null and void.
control plan and shall be installed priorto any clearing, grading or other construction.
g. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the
4 All slopes and disturbed areas are to be fertilized, seeded and mulched.
Albemarle County Road Naming and Property Numbering Ordinance and Manual.
5. The maximum allowable slope is 2:1(horizontal:vertical). Where reasonably obtainable, lesser
1o. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the
slopes of 3:1 or better are to be achieved.
County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County
11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public
Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel.
roads.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control
12. VDOT standard CD -1 or CD -2 cross -drains underto be installed underthe subbase material at all cut and fill transitions
Devices.
and grade sag points as shown on the road profiles.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County
g. All excavation for underground pipe installation must comply with OSHA Standards forthe
inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with
Construction Industry (29 CFR Part 1926).
a VDOT or County inspector present.
Lna
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__J06
L
<
�z
ILLJ
rU)z
•
a
Lij
-00
C
13+50 13+75
NO SCALE
( IN FEET }
°
1 inch = 50 ft.
n
General Construction Notes for Streets
4" GONG
(This list is in addition to the General Construction Notes)
w
1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must
/ ,• _
- o the start of construction.
notify the Department of Community Development (296 5832) 48 hours in advance f
z. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed
�A ,/
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
4 21-A STONE BASE
greater is not obtainable,
a revised pavement design shall be made by the design engineer and submitted with the test results for approval.
CONCRETE SIDEWALK
3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements priorto
®
acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse.
CD
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, or
General Construction Notes
designee, it is deemed
necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of
1. Prior to any construction within any existing public right-of-way, including connection to any
guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT).
13+50 13+75
NO SCALE
( IN FEET }
(5' MIN.)
1 inch = 50 ft.
General Construction Notes for Streets
4" GONG
(This list is in addition to the General Construction Notes)
1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must
/ ,• _
- o the start of construction.
notify the Department of Community Development (296 5832) 48 hours in advance f
z. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed
�A ,/
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
4 21-A STONE BASE
greater is not obtainable,
a revised pavement design shall be made by the design engineer and submitted with the test results for approval.
CONCRETE SIDEWALK
3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements priorto
NO SCALE
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, or
General Construction Notes
designee, it is deemed
necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of
1. Prior to any construction within any existing public right-of-way, including connection to any
guardrail, and roadway shoulder widths shall be increased to seven (7) feet.
existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT).
5_ Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9A.
This plan as drawn may not accurately reflect the requirements of the permit. Where any
6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1.
discrepancies occur the requirements of the permit shall govern.
7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement
2. All materials and construction methods shall conform to current specifications and standards of
section detail, shall be strictly adhered to.
VDOT unless otherwise noted.
8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire
3. Erosion and siltation control measures shall be provided in accordance with the approved erosion
priorto signing and recordation, then approval of these plans shall be null and void.
control plan and shall be installed priorto any clearing, grading or other construction.
g. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the
4 All slopes and disturbed areas are to be fertilized, seeded and mulched.
Albemarle County Road Naming and Property Numbering Ordinance and Manual.
5. The maximum allowable slope is 2:1(horizontal:vertical). Where reasonably obtainable, lesser
1o. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the
slopes of 3:1 or better are to be achieved.
County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County
11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public
Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel.
roads.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control
12. VDOT standard CD -1 or CD -2 cross -drains underto be installed underthe subbase material at all cut and fill transitions
Devices.
and grade sag points as shown on the road profiles.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County
g. All excavation for underground pipe installation must comply with OSHA Standards forthe
inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with
Construction Industry (29 CFR Part 1926).
a VDOT or County inspector present.
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L H,, VlAy BE REDUCED UNTIL "x" REACHES A MNINIUM OF 4- WIERE ENGWALL SEVW O"WED ON ET&EVAL TETHI 4LET END OF THE
GUL �M
(WtWl E FL E I�t
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2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE.
3. A.LJAST N PLACE CONCIRLTE TO BE O -ASS A3. FOR PRECAST SEE SHEET ON SHALLO* FILLS, WHERE ENDWALLS ARE I I OR LESS PAPA
SHOUI-DER
LO THE TOP OF THE ENIDWALL SHALL BE CONSTRUCTED PAPA.LM TO THE
014LC or THE ROAD,
4. THIS STANDARD TO UE USED WITH S7RA112HT cRossms No ALL SKEWS
(0* TO 4W), 9, W- CHAWER MAY BE PROVIDED ON ALL EDGES AT MMJUFAOTUWR`S OPTION.
S. HMWALL TO BE BEVEI.EO IN ALL ARE.AS EXCEPT WHERE A CONFLICT WITH DIVERT
OR WINGWALLS OCCU%
EW -1
MIMI=
ENDWALL FOR CIRCULAR
PIPE
DIA,
LENGTH*
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riia-�dd 0
H L
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0.
ALL R04FOROM STEEL SHALL HAVE A Aft
COMMENTS
ONT:
01) TO BE 4'-0`% MAXIIIIIUM
Nis
COVER OF 2,
IT,
DEPTH FOR INLETS LESS THM
MATERIAL
INLET TYPE
0"UN KMK!NM am
E'LEV
1_71
1 4.58
STTO"-O".
V use DI -3A, 3% 3C
10.
ALL REINFORM STEEL TO BE CUT CLEAR OF
IN 1 OUT
n = 0.013 for RCP
Type
LENGTH ELEVATION
CY)
ALL OPENINGS
1 92.81
7i
0 ..... ..... ...
2.
THE 'WI DWNMN 94M ON THE STANDARIDS
DI -3B
CG -6
14 396.25
VDOT STD_ IS -1
5
15
AND SPECIFIED ON THE PLA45 WILL BE
It.
CAST -IN PLACE CONCRETE IS TO BE CIJASS A3
RCP
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1111111=111nal
MEASURIED FROM THE INVIERT OF THE OUTFACL
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2.'9_
2.0
D1-38;
�Sharl H,
PIPE TO THE TOP OF THE S1RUCTUfW.
VDOT STD, IS -1
4000 PSL
15
=Oman
T57%
390,50 384�60
05 111 1211 c -c
PLAN W DORNSION11 ARE:APMXMATE OWY
77.99
15
mm
2
I
=AM: THEBACTUAL
12.
MTH CFb07 (L) W[U. IN EVM CASE. K
-
NIA 389,00
VOOT ST -D- 6-1
1
Y THE
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N ON I
384.511 36
I RCP
CONTRACTOR FRDMTIELU CONDITIONS.
wr=111111115-=
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l.2
t.86
0.0
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1:)" i
DIA,
LENGTH*
WIES
riia-�dd 0
H L
"WtH Or CHI TO BE SHOWN ON PLANS.
0.
ALL R04FOROM STEEL SHALL HAVE A Aft
COMMENTS
ONT:
01) TO BE 4'-0`% MAXIIIIIUM
Nis
COVER OF 2,
IT,
DEPTH FOR INLETS LESS THM
MATERIAL
INLET TYPE
0"UN KMK!NM am
E'LEV
1_71
1 4.58
STTO"-O".
V use DI -3A, 3% 3C
10.
ALL REINFORM STEEL TO BE CUT CLEAR OF
IN 1 OUT
n = 0.013 for RCP
Type
LENGTH ELEVATION
CY)
ALL OPENINGS
1 92.81
7i
0 ..... ..... ...
2.
THE 'WI DWNMN 94M ON THE STANDARIDS
DI -3B
CG -6
14 396.25
VDOT STD_ IS -1
5
15
AND SPECIFIED ON THE PLA45 WILL BE
It.
CAST -IN PLACE CONCRETE IS TO BE CIJASS A3
RCP
��Q1S^®
IIIII!IIIIIII&MM"
1111111=111nal
MEASURIED FROM THE INVIERT OF THE OUTFACL
0,000 PSI). PRECAST CONCRETE IS TO BE
2.'9_
2.0
D1-38;
�Sharl H,
PIPE TO THE TOP OF THE S1RUCTUfW.
VDOT STD, IS -1
4000 PSL
15
77.99
T57%
390,50 384�60
05 111 1211 c -c
PLAN W DORNSION11 ARE:APMXMATE OWY
77.99
15
2A
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=AM: THEBACTUAL
12.
MTH CFb07 (L) W[U. IN EVM CASE. K
NIA 389,00
VOOT ST -D- 6-1
1
Y THE
1111112111111 OW251111111112"
N ON I
384.511 36
I RCP
CONTRACTOR FRDMTIELU CONDITIONS.
wr=111111115-=
1.5
l.2
t.86
0.0
0.01
59
13.
WHEN INLET 15 USED IN 4'MMM B" Of
WNA"M: WIIIIII
1�mm
3.
WIEN SPECIFIED ON THE PLANS THE WE]ff is
391,60
SHAPED TO COWOW VATH
1-5
2: is isTO
000 0,00
HE SHAPED IN ACCORDANCE WITH STMV*M
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MATERIALS 04COMAL TO THE SKWM IS TO RE
ic
IF�OPTV,#L C019TRUtTION JOINT IS USM IT 19
+±
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INCLUDED IN THE BID PRME FOR THE STRUCTURE.
1
TO W_ XEVEDALL SPLICES IN 13ARS V 'TO BE
SECTION A -AA
+
O.00
MINIMUM OF 40 DiAMEMRS (20 "1.
k
OF O
IN THE EVENT THE INVERT THE UTFALL
0,00
7),02
391,02
PIPE IS HIGWR THAN THE BOTTOM OF THE
is.
FOR PLAN VIEW OF iwLET SEE vmapw at -u.
STRUICTUR� THE HART &M EnL%
SHALL BE HAPED WITH
38,3C,
-2
WALL
IS.
SHOWN ARE FOR MON" NLETS
I
MNS64
0
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TYPE. FOR INLETS OF GREATER DEPTH
0
MA
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W
THE SHAPING 5 TO SE MLUDED IN THE 80
<
M FOOT MUST BE =M. THE AMOUNT OF
Nots 19
PRICE FOR THE STRUCTURE-
Uj
CONCRETE *0 STEEL DISPLACED BY PIPES
6
0
MUST BE DEDUCTED TO 013TAN TRUE OUAbITITIES.
Oft,00
U
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STEPS ME REQUIRED. FOR DETAILS SEE
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CY
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17
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2
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104:,G
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0.70
0.238
0.238
00
1 6.35
1;51 1.51
doth 7.
*4 X r SWOOT14 DOWELS AT APPROXIIIAA�LY
W 0-0 TO BE PLAiCED IN ALL AREAS AUJACENT
390.60 26.9
FOR DESCIWUM PM LOCATION OF DIMENSION
0.0149 15
7,89
4.89
Subbaft
4
2
L SEE SHEET
0,79
01,50
0.388
1 &50
07 4"
0-93 2-41
6
290,50
384.60 78.0
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ig.
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REW&QTW%?VMET90LME
1 617
12 3011 PIPE: MAXIMUM DEPTH
1 0.25
384.50
Y1 DIAMETIER WEEP HOL.E TO BE LOCA70 TO
1 1,00
STANDARD 0irEE 1-21A,
0,00
619 i
VIRGUA DEPARTMENT OF TlItANSPORTATION
0,34
DRAIN SUBBASE MATERIAL. WEEP
(D
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F
0,0200 10
1 0.0833
12 2ASIRDWARE CLOTHH MESH "K1" PLTIC W
OR GALVANCIED STEEL WIRE WIIM WIRE
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1:)" i
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iFINr
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i F-7
STANDARD CURB: DROP INLET
12 30" PIPE* DEPTH (H) 81 TO 201
ARTMEN'T Of 'TRANtWORTATtON
I
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EXPANSION JOINT SAO< OF SIDEWALK
fill 111011wh-" E - m
ai
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. . . . . . . . . . . . . . .
STANDARD CURB DROP INLET
3011 PIPE: MAXIMUM DEPTH
Cal I VRGIMA DEPARTMENIT OF TRANSPOIRT4TION
DRAINAGE DESCRIPTIONS
STIR.PIPE INFORMATION I NLET I NFORMATI ON
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riia-�dd 0
iFINr
T WATERy
Curb
SL OT RIM"
COMMENTS
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14� ANOLE;�
MATERIAL
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1_71
1 4.58
(in.)
(ft)
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IN 1 OUT
n = 0.013 for RCP
Type
LENGTH ELEVATION
ai
oiY
. . . . . . . . . . . . . . .
STANDARD CURB DROP INLET
3011 PIPE: MAXIMUM DEPTH
Cal I VRGIMA DEPARTMENIT OF TRANSPOIRT4TION
DRAINAGE DESCRIPTIONS
STIR.PIPE INFORMATION I NLET I NFORMATI ON
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6
1 92.81
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0 ..... ..... ...
7-
DI -3B
CG -6
14 396.25
VDOT STD_ IS -1
5
15
26.91
1,49%
391.00 1,190,60
RCP
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12 396.33
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3
15
77.99
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390,50 384�60
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385k0
77.99
15
2A
2
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NIA 389,00
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384.511 36
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Ld
wr=111111115-=
Al w I -r-ir -1,1 4" 2'-S* V-7` Deli n. Storirt Year 10
...........
Im
_05 40
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25
STR-6 - OUT
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
ACCORDANCE WITH STANDARD SL --i AS FOUND IN OF 4' OR GREATER SHALL HAVE STEPS IN
THE 2oo8 ROAD AND BRIDGE STANDARDS. ACCORDANCE WITH STANDARD ST -1 AS FOUND IN
THE 20o8 ROAD AND BRIDGE STANDARDS.
6 034 0,70 6,00 6113 5 1.5 _T
4 1 1 391 A0 390,60 1 26 91 0,0149 15 7.9 49 1 5.5
4 o.19 6. i.21 2.1
2 3W50 384 77,99 00757 15 1'1,8 9,9 7.9
? U4 0,87 OA2 0_51 6k3 6.17 3.1
- ----------
38450 383.00 92.81 0M162
1 ,2 6.2 1 15�)_
NOTE: HDPE CAN BE USED AS AN ACCEPTABLE
SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
VERTICAL GRAPHIC SCALE 390
U 2.5
( IN FEET
inch -
HORIZONTAL GRAPHIC SCALE
0 25 50 00
( IN FEET )
1 inch = 50 ft.
PIPE DESIGN
STRIX-JURE:
1:)" i
S_ 11,
JUNCTION LOSS
REINFORCING STEEL
iFINr
T WATERy
RIM
- ------ - ------ -
(IN)
Nis
t Vo I
W Vi vi /2 -1
14� ANOLE;�
IJA 1.1� 11311tj��Ili�
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.... ..
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38,4.00-
1 92.81
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385.73 1396.33
1
391,60
26.91
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4
2
0,19
0,79
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0.388
1 &50
1 6,21
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290,50
384.60 78.0
0.01
0.0757 16
17,77
9.91
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2
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0.14
0.87
0.122
0.510
STANDARD CURB DROP INLET
1 617
12 3011 PIPE: MAXIMUM DEPTH
1 0.25
384.50
385.014 928
1 1,00
1 1.55
0,00
619 i
VIRGUA DEPARTMENT OF TlItANSPORTATION
0,34
Im
_05 40
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25
STR-6 - OUT
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
ACCORDANCE WITH STANDARD SL --i AS FOUND IN OF 4' OR GREATER SHALL HAVE STEPS IN
THE 2oo8 ROAD AND BRIDGE STANDARDS. ACCORDANCE WITH STANDARD ST -1 AS FOUND IN
THE 20o8 ROAD AND BRIDGE STANDARDS.
6 034 0,70 6,00 6113 5 1.5 _T
4 1 1 391 A0 390,60 1 26 91 0,0149 15 7.9 49 1 5.5
4 o.19 6. i.21 2.1
2 3W50 384 77,99 00757 15 1'1,8 9,9 7.9
? U4 0,87 OA2 0_51 6k3 6.17 3.1
- ----------
38450 383.00 92.81 0M162
1 ,2 6.2 1 15�)_
NOTE: HDPE CAN BE USED AS AN ACCEPTABLE
SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
VERTICAL GRAPHIC SCALE 390
U 2.5
( IN FEET
inch -
HORIZONTAL GRAPHIC SCALE
0 25 50 00
( IN FEET )
1 inch = 50 ft.
PIPE DESIGN
STRIX-JURE:
1:)" i
S_ 11,
JUNCTION LOSS
A Q
iFINr
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nv
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1 4.58
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1.55
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.... ..
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n = 0.01 for HDPE
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Dec'ipll Year, I Protect: BRIARWOOD RRC AREA 74X1;`:=: 22071 Prenared bv.- ANIL
INLE'T O[JTLET WNIER
STRIX-JURE:
1:)" i
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JUNCTION LOSS
A Q
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NOTE: CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT
MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM
LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007
ROAD & BRIDGE SPECIFICATION 303-04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL
EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' O.C.
COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION
UNTIL AN 8'x8'0.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND
AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR
SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE.
ri q U? rl:. IT 1�_ N00
't M M rq r4 rq rA rq
00 00 00 00 00 00 00
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GRASS TCH 385
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DITCH TO SWM I
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
STRIX-JURE:
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1_71
1 4.58
1 034 0.70 1 6.50
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WE R: FLOW
200
no
FM
375
NOTE: CONTRACTOR SHALL PLACE FILL UNDER INLET(S) AT 95% COMPACTION & EMBANKMENT
MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM
LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007
ROAD & BRIDGE SPECIFICATION 303-04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL
EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8'x8' O.C.
COMPACTED 21A AREA CENTERED ON THE INLET(S). CONTRACTOR SHALL REPEAT THIS OPERATION
UNTIL AN 8'x8'0.C. COMPACTED 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND
AND THE PROPOSED INLET(S) BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR
SHALL PROVIDE VDOT WITH FILL COMPACTION RESULTS PRIOR TO ROAD ACCEPTANCE.
ri q U? rl:. IT 1�_ N00
't M M rq r4 rq rA rq
00 00 00 00 00 00 00
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DITCH TO SWM I
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 14.00
(intensity is 4 inifir for spread, and 6.5 in/hr for capacity
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-for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at6.51n/hr
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 6,50 (intensity is 4 in/hr for spread, and 6.5 in1hr for capacity and depth)
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YH 0
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SCOTT COLLINSZ
Lic. No. 035791,'h,
1.6 to
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WITH RUBBER HOSE & TURNBUCKLES
2"X2" HARDWOOD STAKE
C mutyar"itibicilli
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(Ilandbook. pp [11144-1 11-191 fox 'litnplOc
1� 11w Will Itcou si bit llholl iln t1w plai
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'WITH X2" HARDWOOD STAKES.
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-t CUT & REMOVE BURLAP FROM TOP
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44
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....... 'TRUNK. FLAG WIRES WITH COURVEY TAPE.
--TN
2�
SCARI FY SU B SO I L TO 4" M I N. DEPTH
wiglk� a.,
rjl f,-7 All tre,�s tobo e Ili lljtllim�t
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REFER TO SPECIFICATIONS FOR No Am'ding doli bv, 11 witil 01�, fxw mirku'a
------ MULCH SAUCER FURTHER INFORMATION
Ej, �v
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NIDJECT ENGNEE, -Al Ijo k: qi 11w "n ,ke.
OUTE3.
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W
J0.FINISHEDGRADE
ST.
4� nd still
k"Quiplurtil, ow"VATIlin �i
- ------- I -------- hlld rill I'M4 TREES UP TO 4" CAL. SHALL BE STAKED.
vcItuQ114 fliuffliel wil i,�dudlu-, �Al "N111 tio, b� ?"n1litlotwdlin t1tw di'ldil-I oft
TREES 4" CAL. OR LARGER SHALL BE
GUYWIRES WITH RUBBER HOSE AND dou urid toy Dell
m
016
I'll, rl, GUYED WITH 3 EQUALLY SPACED
TWISTED, #-12 GAUGE WIRE WITH HOSE S. S oil Fro., 0artimawy Dvurit s:
AND TURNBUCKLES, LOOP HOSE TURNBUCKLES 2/3 UP TREE
---j G HT OFTREE
AROUND TRUNK ABOVE BRANCHES
I—IA 2"X2" HARDWOOD STAKES, ALIGN 6. Wes:
AS SHOWN, FLAG WIRES WITH -,rex.)rc, lw r,��xtljmxl 10b I I V11 i oflbl�
-�fr --i tli� bi,.
dti�iitw wl�o
COURVEY TAPE. REFER TO SPECS
------- Z_ TOP OF STAKES
-77
FOR ADDITIONAL INFORMATION. 7� T.,dc Af-ttoials:
MULCH S
BOAR�,� FEt,,,'CE-
AUCER
. .. . ..... .
AMENDED SOIL MIX
CORD FDN'DE
AMENDED SOIL MIX
u-
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6py %5�
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Not To Scale p a
CORRECT METHODS OF TREE FENCING
K
Tree Planting and Staking Detail
wimix Itl tl, lllwred kA ithi a thit, lY iplul,�, a It, b, �.�IV1, it ue� wi))I gli'lo Il, prfty� .i i.,
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SCARIFY SUBSOIL TO 4" MIN. DEPTH
0
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TRIANGULAR BOARD PENCE CORRECT TRUNK ARMORING
5 TREE PROTECTION AND PRESERVATION FENCING
SYM
BOTANICAL NAME COMMON NAME
SIZE
CANOPY
QUANTITY
OR
QUERCUS RUBRA NORTHERN RED OAK
2-1/2" cal.
S41
6
LS
LIQUIDAMBAR STYRACIFULA SWEETGUM
2-1/2" cal.
329
5
PA
PLATANUS ACERIIFLORA LONDON PLANETREE
2-1/2" cal.
422
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NOTE: STREET TREES PROVIDED 40'0.C. AND 5'-io'FROM PROPOSED UTILITIES. TOTAL TREE CANOPY REQUIREMENT: 20% OF PARCEL ACREAGE
TOTAL PARKING LOT TREES REQUIRED: TOTAL ACREAGE OF PARCEL: 19-87 ACRES >
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# TREES REQ'D (1/lo) 3 EXISTING / PROVIDED CANOPY: 54% (TREE CANOPY REQUIREMENT COM-RACTF PURCHANIEk 77,37TRE
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TOTAL PARKING LOT TREES REQUIRED: TOTAL ACREAGE OF PARCEL: 19-87 ACRES >
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