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ISPI Cover Sheet
ISP2 Notes, Abbreviations, & Legend
ISP3 Existing Conditions Plan
ISP4 Layout Plan
ISP5 Grading Plan
ISP6 Sanitary Sewer Profiles
ISP7 Preliminary SWrVi Computations and Narrative
ISP8 Sight Distance P"gin & Profile
ISP9 South Pantops Drk;,Y.-." Typical Section & Warrant Analysis
ISPIO Critical Slope Exhibit
CURRENT DEVELOPMENT PLANNER
CURRENT DEVELOPMENT ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
FIRE OFFICIAL
ARCHITECTURAL REVIEW BOARD
OFFICIALBUILDING
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DOM. PROJECT NO:
17.0110
INDE X TITLE:
SHEET NO: j QF 10
DATE: 03/05 f 2018
LEGEND
EXIST PROP DESCRIPTION
_ PROPERTY LINE
ADJACENT PROPERTY LINE
_ VACATED PROPERTY LINE
EASEMENT
BUILDING SETBACK
BUILD TO LINE
:;:::7.::. > >;: ��■ ZONING LINE
LIMIT OF DISTURBANCE
FLOODPLAIN LIMIT
BUFFER ZONE
., . RM A
- - - - - - -
RMA - RESOURCE MANAGEMENT AREA
RPA
- - ---------
RPA - RESOURCE PROTECTION AREA
EDGE OF GRAVEL
EDGE OF PAVEMENT
cC-2
-
STANDARD 6" CURB
STANDARD 4 CURB
C:C-6
COMBINATION 6' CURB & GUTTER
COMBINATION a CURB & GUTTER
FIRE LANE STRIPING
4 BE BUILDING ENTRANCE
4L' LOADING DOCK
BOLLARD
DUMPSTER PAD
- SIGN
STEEL GUARDRAIL
WOOD GUARDRAIL
- -- PATH
TREE LINE
FENCE
STONEWALL
RETAINING WALL
STREAM / POND / WATER COURSE
DETENTION BASIN
_.. - SILT FENCE
_- CONTOUR
_... 010 INDEX CONTOUR
x
12° TC
x
12A BC
x
ItFL
x
12° EOP
x
12°
X
121TIN
x
12a ew
F
E.
CONCRETE PAVEMENT j SIDEWALK
RIPRAP
NEW ASPHALT .
ryi"b,
GRASS
'j EC-2 BLANKET MATTING
\, EC-3 TYPE A
u u EC-3 TYPE B
WETLAND
CONTRACTOR'S COORDINATION RESPONSIBILITIES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ANY TIME WORK IS PERFORMED OFF -SITE OR "IN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE (HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH
OR REFERENCED IN THE RECORDED EASEMENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START
OF ANY CONSTRUCTION.
4. CONTRACTOR TO VERIF7Y ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTSi, CONTACT
ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN
RISK.
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL E)OSITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN
COMPLETED INCLUDING UTILITY POLES.
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY {CODE
7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED
FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COMES OF THE PLANS
AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENA IF A PERMIT EXISTS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED 70,
ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST
SHALL BE INCLUDED IN BASE BID.
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION 70 PREVENT ADVERSE IMPACTS TO OFF' SITE AREAS, AND
SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
w
0-
ABBREVIATIfJNS
SITE DATA &GENERAL NOTES
GENERAL CONSTRUCTION NOTES:
ABAN
ABANDON(ED)
MAX
MAXIMUM
ADJ
ADJUST
MIN
MINIMUM
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
AHD
AHEAD
MON
MONUMENT CONCRETE
Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
APRX
APPROXIMATE
NIC
NOT IN CONTRACT
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
BC
BACK OF CURB
NTS
NOT TO SCALE
3. Erosion and siltation control measures shall be provided in accordance with the approved
BFE
BASEMENT FLOOR ELEVATION
OC
ON CENTER
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
BIT
BITUMINOUS
OH
OVERHEAD
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,
BK
BACK
PE
POLYETHYLENE
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mot lined ditch may be required when in the opinion of the
BM
BENCHMARK
PERF
PERFORATED
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
BS
BOTTOM OF SLOPE
PROP
PROPOSED LOCATION
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
CB
CATCH BASIN
PRVD
PROVIDED
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III.
CG12
ACCESSIBLE CURB RAMP
PWW
PAVED WATER WAY
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
�
CENTER LINE
RCP
REINFORCED CONCRETE PIPE
GENERAL CONSTRUCTION NOTES FOR STREETS:
CL
CHAIN LINK
REM
REMOVE
CMP CORRUGATED METAL PIPE
READ REQUIRED 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-
CONC CONCRETE
RET RETAIN 5832) 48 hours in advance of the start of construction.
2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor
CY CUBIC YARDS
RT RIGHT 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,
C/C CENTER TO CENTER
R/W RIGHT OF WAY a revised pavement design shall be made by the design engineer and submitted with the test
C&G CURB AND GUTTER
R&D REMOVE AND DISPOSE results for approval.
3. Surface drainage and pipe discharge must be retained within the public right-of-way or
DIA DIAMETER
R&R REMOVE & RESET within easements prior to acceptance by the County. All drainage outfoll easements are to
be extended to a boundary line or a natural watercourse.
EL ELEVATION
SD SIGHT DISTANCE 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
ELEV ELEVATION
SQ SQUARE locations not shown when, in the opinion of the County Engineer, or designee, it is deemed
necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge
ES END SECTION
STA STATION of pavement to the face of guardrail, and roadway shoulder widths shall be increased to
EW END WALL
SW SIDEWALK seven (7) feet.
5. Where urban cross sections are installed, all residential driveway entrances shall conform
EX EXISTING
SWEL SOLID WHITE EDGE LINE to VDOT CG-9(A, B or C).
6. Where rural cross sections are installed, all residential driveway entrances shall conform to
EXIST EXISTING
SWLL SOLD WHITE LANE LINE VDOT standard PE-1.
7. Compliance with the minimum pavement width, shoulder width and ditch sections, as
FDN FOUNDATION
TBA TO BE ABANDONED 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
FIFE FINISHED FLOOR ELEVATION
TBR TO BE REMOVED the final plat for this project expire prior to signing and recordation, then approval of these
GTD GRADE TO DRAIN
TC TOP OF CURB plans shall be null and void.
9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform
IFIRON FOUND
TS TOP OF SLOPE Traffic Control Devices and the Albemarle County Road Naming and Property Numbering
Ordinance and Manual.
IS IRON SET
TYP TYPICAL 10. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the County Engineer, or designee, they are deemed necessary in
LA LANDSCAPE AREA
UG UNDERGROUND order to provide safe and convenient access.
11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as
LOD LIMIT OF DISTURBANCE
VESCHVA. E&S CONTROL HANDBOOK determined by VDOT for public roads.
12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase
LF LINEAR FEET
YDS YARDS 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
LT LEFT
inaccessible to VDOT or County inspections. The video inspection shall be conducted in
UTILITY
accordance with VDOT's video camera inspection procedure and with a VDOT or County
inspector present.
ARV AIR RELEASE VALVE
MH MANHOLE
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS:
BOA BLOW OFF ASSEMBLY
PVC POLYVINYL CHLORIDE
CO CLEANOUT
RIM RIM ELEVATION 1. The plan approving authority must be notified one week prior to the pre -construction
conference, one week prior to the commencement of land disturbing activity, and one week
CTV CABLE TELEVISION
SAN SANITARY prior to the final inspection.
2. All erosion and sediment control measures will be constructed and maintained according to
DI DROP INLET
SCC STORMWATER CONVEYANCE CHANNEL minimum standards and specifications of the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
DIP DUCTILE IRON PIPE
SD STORM Regulations.
ELEC ELECTRIC
STR DRAINAa STRUCTURE 3• All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
FH FIRE HYDRANT
TSV TAPPING SLEEVE & VALVE 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times,
FM FORCE MAIN
UP UTILITY POLE 5. Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off -site borrow or waste areas), the contractor shall submit a
F&C FRAME AND COVER
WL WATER LINE supplementary erosion control plan to the owner for review and approval by the plan
approving authority.
F&G FRAME AND GRATE
WM WATER METER 6. The contractor is responsible for installation of any additional erosion control measures
GT GREASE TRAP
WV WATER VALVE necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
GV GATE VALVE
60V 6' VALVE 7. All disturbed areas are to drain to approved sediment control measures at all times during
land disturbing activities and during site development until final stabilization is achieved.
HDPE HIGH DENSITY POLYETHYLENE
8. During dewatering operations, water will be pumped into an approved filtering device.
9. The contractor shall inspect all erosion control measures periodically and after each runoff producing
INV INVERT
rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control devices shall be made immediately.
10. All fill material to be taken from an approved, designated borrow area,
11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert
materials only, free of roots, stumps, wood, rubbish, and other debris.
12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
Ordinance section 5.1.28.
13. All inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to
the hours of 7:00am to 9:00pm.
15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent hand and
improvements, and damage to any public street because of slides, sinking, or collapse.
16. The developer shall reserve the right to install, maintain, remove or convert to permanent
stormwater management facilities where applicable all erosion control measures required
by this plan regardless of the sale of any lot, unit, building or other portion of the property.
17 T t b"I' t' h II t A d I h' S A' t b 75
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAMI b t
(VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND
emporary s a I ¢a ion s a e emporary see Ing an mu C Ing. ee mg Is o V. a
Ibs/acre, and in the months of September to February to consist a 50/50 mix of Annual
RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE lA GCP
Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
N0110E OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS.
through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf.
12 CONTRACTOR SHALL COORDINATE WITH ALL U11UTY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
Alternatives are subject to approval by the County erosion control inspector.
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
1& CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE
Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6
WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient
14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
AND STATUTES.
mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or
Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be
ORDINANCES
at 801bs/100sf. Alternatives are subject to approval by the County erasion controlinspector.
15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITYapplied
COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL. COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned
when 50% of the wet storage volume is filled with sediment. All seeded areas are to be
GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS:
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum
which are collecting sediment to half their height must be cleaned and repaired
immediately.
moisture content. All fill material to be approved by a geotechnical engineer. A
geotechnical engineer is to be present durng construction of dams.
20. All temporary erosion and sediment control measures are to be removed within 30 days of
2. Pipe and riser joints are to be watertight within stormwater management facilities.
final site stabilization, when measures are no longer needed, subject to approval by the
County erosion contra) inspector.
3. For temporary sediment traps or basins which are to be converted to permanent stormwater
management facilities; conversion is not to take place until the site is stabilized, and
21. This plan shall be mid if the owner does not obtain a permit within 1 year of the date of
permission has been obtained from the County erasion control inspector.
approval. (Water Protection Ordinance section 17-204G.)22.
Permanent vegetation shall be installed on all denuded areas within nine (9) months after
the date the land disturbing activity commences. (Water Protection Ordinance section 17-207B)
SITE TABULATIONS
DOWNER
SCUTH PANTOPS If LAND TRUST
PO BOX 8147
CHARLOTTESVILLE, VA 22906
MANAGEMENT SERVICES CORPORATION
DEVELOPER
102 S. FIRST STREET, SUITE 301
CHARLOTTESVILLE, VA 22902
RIVANNA ENGINEERING & SURVEYING, 01/06/2005
SOURCE OF BOUNDRY SURVEY
TOPOGRAPHICAL INFORMATION BASED ON FIELD SURVEY BY
SOURCE OF TOPOGRAPHY
DOMINION ENGINEERING & DESIGN, LLC JULY 2017, AND CONFIRMED
IN THE FIELD BY THE DESIGN ENGINEER DECEMBER 2017,
A PORTION OF THIS PROPERTY IS LOCATED IN FLOOD ZONE AE AS SHC
FL.00DPLA IN INFORMATION
FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RP
NUMBER: 51003CO289D, DATED: 02/04/2005 NVGD 1988
AREA
TAX MAPtPARCEL.
78-20 13.31 AC
DEED BOOK 2913, PAGE 156
R1
ZONING INFORMATION
MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT
FRONT --MIN 5 FEET
SETBACKS
FRONT -MAX 25 FEET
SIDE ZERO
REAR 20 FEET
65 FEET
MAXIMUM BUIDLiNG HEIGHT
FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EA+
STEPBACKS -
ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBA
SHALL BE A MINIMUM OF 15 FEET. REFER TO ARCHITECTS PLAN FOR C
(AC
15 DU .
MAXIMUM DENSITY
# OF UNITS 144 (96 2BD, 48 1BD)
GROSS DENSITY
GROSS DENSITY 10.82 DUTAC
LAND COVER SCHEDULE
LAND °;OVER
PRE -DEVELOPMENT
MENT POST-DELOPMENT
BLIP DOF
0.00 AC 0.00°% 1.32 AC
PAVE. .
0.00 AC 0.00% 1.57 AC
OPEN SPACE
13.76 AC 100.00% 10.87 AC
TOTAL
13.76 AC 100.00% 13.76 AC
RECREATION REGULATION
MINIMUM REQUIRED AREA
200 SQFT/UNIT = 28,800 SOFT'<5% GROSS SITE AREA
PROVIDED AREA
POOL AREA 3,490 SQFT
CLUBHOUSE AREA 5,334 SQFT
WORKOUT FACILITIES 1,778 SQFT
ONSITE NATURE TRAILS & WOODED AREAS 473,497 SQFT
NEW TOTAL 480,609 SQFT
MINIMUM FACILITIES
ONE TOT LOT SHALL BE PROVEDED FOR THE FIRST 30 UNITSA ND FOR
REQUIRED
ADDITIONAL 50 UNITS SHALL CONTAIN EQUIPMENT WHICH PROVIDES At
EQUIVALENT TO: ONE SWING SET, ONE SLIDE, TWO CLIMBERS, ONE Bl
TWO BENCHES.
1 HALF BASKETBALL COURT SHALL BE PROVIDED FOR EACH 100 UNITS
D1 HALF -BASKETBALL COURT IS REQUIRED PER 4.16.2.1
THE APPLICANT
APPLICANTPROPOSES TO SUBSTITUTE THE. MINIMUM REQUIRED F
WITH THE FOLLOWING:
PROVIDED FACILITIES
ACTIVE RECREATION AREAS:
SWIMMING POOL
WORKOUT FACILITY
CLUBHOUSE
:PASSIVE RECREATION AREAS:
TRAILS IN WOODED AREA AND CONNECTION
TO COUNTY TRAILS SYSTEM-GREENWAY
PARKING REQUIREMENTS
REQUIREMENT:
'2 SPACES PER UNIT(2BDAPT)
1.5 SPACE PER UNITE (1BD APT)
2 = 192 SPACES
48 UNITS X 1.5 _ 72 SPACE
264 SPACES TOTAL
ADA REQUIREMENT.
6 GARAGE SPACES (2 SPACES PER GARAGE)
6 SPACES SURFACE PARKING (6 VAN ACCESSIBLE)
TOTAL ADA REQUIREMENT:
12 ADA (2 VAN ACCESSIBLE)
PROVIDED:
266, INCLUDING 12 ADA SPACES OK
(9 VAN ACCESSIBLE)
ADT
;APARTMENT UNITS
ITE USE GROUP 220 10 VPDIUNIT
1144
UNITS 1440 VPD
TOTAL ADT
LANDSCAPE NOTE
THE INIPERVIOUS AREA DOES NOT EXCEED 80% OF THE SITE AND IS NOT IN
AN ENTRANCE CORRIDOR (32.7.9.2(b)).
LANDSCAPE PLAN WILL BE PROVIDED FOR FINAL SITE PLAN SUBMISSION.
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DOM. PROJECT 7 00
INDEX
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?MP 78-���
SOUTH PANTOPS LIMITED PARTNERSHIP
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BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
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DOM. PROJE
INDEX TITLE:
50
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PROPOSED
SANITARY SEWER PROFILESEX
�
D - 2D)
, ----- ___ - - - - - - - - -
- ___ ____ ____ ___ -_ --- -_ - -_ - - -_ -_ ------- _____ - ---------
VERTICAL SCALE: C-W, HORIZONTAL SCALE: V
---------- ---------- -_
30'
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4 03-05-2018 .
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1 �i DOM. PROJECT NO: 17.0110
i I INDEX TITLE:
1�
!I
ii
ISP6
i I -
,I SHEET NO:
6 OF 10
Project Dame:
Date:
VRRM SPREADSHEET
South Pantops Vistas
Q3/01/20i
r Design Specifications List: 2013 Draft Stds & Specs
Site Information
'Land Cover (acres)
Constants
;Annual Rainfall (inches)
43
;Target Rainfall Event (inches)
1.00
;Total Phosphorus (TP) EMC(mg/L)
0.26
..Total Nitrogen (TN) EMC (mg/L)
1.86
`Target TP Load (lb/acre/yr)
0.41
Pj (unitless correction factor)
0.90
Runnff rneffirients (RvIl
A Soils
B Soils
C Soils
D Soils
Forest/Open Space
0.02
0.03
0.04
0.05
Managed Turf
0,15
0,.20
0.22
0.25
Impervious Cover
0,95
0,95
0.95
0.95
C�'
44�
9!
� _
gSV L
6 S
■!
U
;I, -f H 0
/Licc.No.
t
03-05-2018
•
a
�0NAL
,
�1111
ISOMER---
9�-+-���-,�
�i
17-1
Z
CD
E-1
STORMWATER NARRATIVE:
IF THE TOTAL DRAINAGE AREA TO A POINT ON THE EDGE OF THE DEVELOPMENT PROPERTY IS LESS THAN
1 % OF THE TOTAL DRAINAGE AREA TO THAT POINT OF ANALYSIS, THEN THE CHANNEL AND FLOOD
�
PROTECTION HAS BEEN MET FOR THE SITE. CONCENTRATED FLOWS MUST BE CONVEYED TO AN ADEQUATE
CHANNEL. SITE AREA = 13.31 NACRES. DRAINAGE AREA OF THE RIVANNA RIVER AT OUTFALL OF PROPERTY
IS 472 SQUARE MILES BASED ON THE FEMA FLOOD INSURANCE STUDY APRIL 2, 2014 PAGE 15.
472 mil = 302,080 acres
LU
1 % OF 302,080 acres = 3,021 acres > 13.31 acres OK
LU
0-4
THE CARRIAGE HILL (SDP 2000-00013) POND COMPUTATIONS AND NARRATIVE SHOWS THAT THE 2 YEAR
AND 10 YEAR FLOWS LEAVING THE EXISTING 54" PIPE UNDER SOUTH PANTOPS IS 75 cfs AND 101 cfs
DOM. PROJECT N0:�
RESPECTIVELY. THE PRELIMINARY ANALYSIS ANTICIPATES THAT OUR 2 YEAR AND 10 YEAR PEAK FLOWS
INDEX TITLE:
WILL OCCUR BEFORE THE PEAK FLOWS LEAVING THE EXISTING 54" PIPE AND THEREFORE WILL SATISFY THE
2 YEAR VELOCITY AND 10 YEAR VOLUME REQUIREMENTS FOR ADEQUATE CHANNELS TO THE RIVANNA RIVER.
is
THE WATER QUALITY PORTIONS OF THIS PLAN WILL BE SATISFIED WITH PURCHASING 1.91 Ib%yr OF OFFSITE
NUTRIENT CREDITS IN THE SAME OR ADJACENT HYDROLOGIC UNIT CODE (02010204).
1 SHEET NO:
7
OF 10
`
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44(
43!
43(
42!
42(
41!
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40,'
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39"
38<
3&
381
STG0|T DISTANCE PROFILE
, .
VERTICAL SCALE: 1 =1U. HORIZONTAL SCALE: 1. =30
450
445
440
435
430
425
420
415
410
405
400
385
390
385
JOO
'
bi
�
S|G[TqP UnqPAhJ//U7 PLAN
T7II7W
Lie. No. 33028
03-05-2018
LL'tONAL
01
iaim
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RENEE
DOM. PROJECT NO:
17.0110
h1DW1 TITLE:
I s P
SHEET NO: 8 OF 10
summFlum
®51IS,
0)
.0 Gj
C AR
0
C
C
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0
Narrd
PROPOSED RIGHT—OF—WAY
DEDICATION (WIDTH VARIES) es
RIGHT—OF—WAY VARIES �,Xj 14 OR k
PROPERTY LINE � Y-1
F. S
Lie, No. 33028
PROPOSED PROPOSED EXISTING ROAD EXISTING 03-05-2018
0
G
POSE2' 5' 12' RIGHT TURN LANE 24' CURB TO EPUARDRAIL CONC. SIDEWALK MATCH EXISTING CROSS CONIC.
(SEE PLAN FOR SLOPE SIDEWALK '(01VAL "k
OR"_�
LOCATION)
SITE 0. 5' TYP 0. 5' TYP
PROPOSED 2.0% EXISTING EDGE EXISTING GRADE
PROPOSED PROPOSED 0, P
-------- Cn
77" 0
RETAINING WALL A) 4•GRADE PAVEMENT
NEEDED (SEE PLAN '�C_G- 6 - - - - - - - - - - - - - - - - - - - - - / - - - - - - - - - - - - - - - - CG--6-,r �2
FOR LOCATION) _T w
I 1 0— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
MATCH EXISTING
EXISTING GRADE PAVEMENT SECTION pz
DIMENSION IS 1WHERE
THERE IS NO GUARDRAIL
>
SOUTH PANTOP'�__)' DRIVE
:z
TYPICAL ROAD C'OS
,_�) SECTION 0
NOT TO SCALE
ca
VDOT TRAFFIC COUNT LEFT TURN LANE WARRANT
RIGHT TURN LANE WARRANT z
SUMMARY F t CT, 3' - 8 FIGR-26 00
9
1. JTE Manual, Apattfrnent CGde 220, pg 308
Vifqin:a Depuftment of Transporlalior Tranic ErraineerinQ DwiMn U2
-nales By Gection of Route Annual Average Drah Traffic Vounia Esti,
2016
—Jl
Average Rate of traff ic 0,6� (4-6pro) �Izzilh", Ur Ir"U"i
Albargarle NWntenwce Area
4,
Truck --- -------- K Mr
Houle Unq1h AADT QA 4 �,re 3 us 0c; QK ANNUF QW Year
r i, cz r,' 0
j-'
R
2AA@ 3+A;Klp Mail 2Trirl Fait Fa�'tof With 65% of traffic entering the Apartmentsand 35% leaving
S
It _T
NA NA 10,1W2012 Y TU LANE AW TAPEA,1q;
Too 14
Peter Jeffemn Pkwy C,38 5600 R Vehicles per twur Average rate x Dwelling units
-d-
di
Lu
4
10,18 2012 <
MA NA 0�62 144 (z C, 70 5100 &mh pantor, Elf R
4-44-
_41-
k
--4-T
L ,F
89 VPH
�v 1;-Lu 02 1117: C11. 1163
FG,,va.le Lane 0.20 940 R NA NA 04:05,2012 ._J z
65% X 89 Vp[i
co
re
A.,
6�%, Vehicles entering Apa ,nrt IN
rtrine
ruxyalo Laim 0.06 400 R NA NA 04,05!q) 2
_j
58 VPH
.. .. ... .... .
N
38
Fax Hum Lagre C'I 1 110 R NA NA GAV512012
W 0
AA DT 5 1,00
- i ' . - 4 2. VVOT2016 Trgffic Dato Publication for South Pantops Drive
NA 04XJ&2012 120 250 R NA
z
777
n"I - 40
'281
>
0.08 90 R NA NA CNQ5/2012 2, C ("I
NO 11,10 LAXES'
Fox Hum, Ct
0A 0, 5,,�
K-Factor- Not provided by Traffic Data Publication. N G, :LaW- I'urin 'UIR
OR TAPYRS Rf7Q
NA NA 04,,05l2012
LL" 143 Assume Q. 11 based on average of 5 comparable roads,
CD
L
Fax Crest Way G,09 140 R
4, --------
Foxcbase Rae
0. 20
170
R
NA
NA
G4,105!201?
as j H'Inters way
44
2700
R
NA
NA
IWIW2012
Cul
Rmwing Fox Ct
11-05
80
R
NA
NA
04,Y,5;2012
1,2-1141 14,
.A
114LIL �147
Runnnq Fox Lane
G,11
150
R
W 1sa,
NA
NA
04,705!20',li,1
ROVILe
K-Rtctur
RT-40 Thornas Jefferson Pkwy
0.134
AT 240 Three Notchd Rd
0.102
RT-250 Grady Ave
0,096
RT-250 RiLlillmund Rd
0.104
RT-1455 Whitewood Rd
0.104
Average
0.108
WO 4W 602
281
PHV A"ROACK TOTAL, VURCLEB PER HOLIq
20a281 4.0,E BOO I OJOi
Appropriate ROOUS. required at MI frijers.ections and Entrances (Corp nercialor Priviie), wEi
V,',ADVANCING V10LUME (VPH)
LEGEND C)
FIGURE:�-8 PHV - Peak Hour Volume latso Design Huridy VrAurne eqvilvalent) C)
(I",- Leapng Far; Ct
U.04
46
177
R
NA
NA
[14,'05,2012
Mlgft�Rgt., r 111ght Lurng�
-PAr =�=l
For poatpd speelds At or finder 45 mph, PHV right Lurna > 40, and
Nlill Q,,,0 D(
1'r 2
0,27
590
R
NA
NA
G�C05�2012
Dir�cflnnal factor � 0,5
PlIV104,11! < 30Q.
Adju-.StE�df-igh.,tttj:-,",S=PH Right 'Turos-20
0'-11 �4 (h,,, C.
Mill Greek Dr
0.07
970
7H
14
01 CAVrr1WWAr1
NA
NA
04,0512012
PHV AADT x X x D
If PHV is noikwwi uge formula: f,"HV = AUT x K. x 0
K = the wcent of AADT occrinring in the peak hcur
M11 CreeK or
0:25
1400
R
NA
NA
04,�15,�2012
5 100 X 0.11 X 0.5
D!t the percent tratfic in'the peak, dtrer;tion of law
E
Mill Cfe,.k Dr
CA3
wo
R
bjA
NA
04,V51012
281 VPH
Note; An awwaQe of 11% faltK K 0 will suffice.
E-4 E-1
Corrpemtoiitr Dr
G, 0 3
320
R
NA
NA
3 7 r3 1 S'201 2
z- 20.6%,
W w "q
m:: aA i0,00;s, ore#ort 1414m %
P-4
7777777771--
FIGURE 3-26 FOR RIGHT TURN TREAT M ENT(2-LANE HIGHWAY)
1_4
C>
Coppmloflu Df
v.Z
0,08
220
R
NA
NA
07,3122012
3. For Left-lurn storage larles,, Fgure�3-8fromAppendixr-,
coppi-,rslone Dr
0.05
45
R
NA
NA
07,131t2912
En trances
Rev. 1115
1_�
N1111 Cfee� CA
l;.10
180
R
NA
NA
011050),12
afar RP, h t - turn 's, toru ge to, w5; Fig u re.3-26 frorn Appe n dik F� "A ccess man aq wn en t Des ig n S raln dard, for
_4
Entronces,
LU
LU
58
x
Adjustment for Right turns., PHV R[ght Turn — 20 58 VPH -20- 38 VPH
DOM. PROJECT NO: 17.0110
INDEX TITLE:
ISP9
TURN LANE WARRANT ANAL- T S I
AL
SHEET NO: 9 OF 10
DATE: 03/05/2018