HomeMy WebLinkAboutSDP201700034 Plan - Submittal (First) Initial Site Plan 2017-05-15GENERAL NOTES
OWNER/DEVELOPER:
SHEEFL EE, LLC
013V
A TTN�(- PETER LAZAR
EXISTING 2 CONTOURS
17301 SAGE LANE
PROPOSED 2' CONTOURS
BLAC SBURG, VA 24060
EXISTING SPOT ELEVATION
(540 250-3261
SITE ADDRESS:
1317 PARKVIEW DRIVE
PROPOSED SPOT ELEVATION
CROZ�T, VA 22932
ENGINEER.
COLLINS ENGINEERING
PROPOSED BOTTOM CURB ELEVATION
200 GARRETT ST SUITE K
EXISTING SANITARY SEWER
CHARLOTTESVILLE, VA 22,902
PROPOSED SANITARY SEWER
(434)293-3719
TAX PARCEL NUMBER:
56-67A (DB 1086 PG 583)
ZONING DISTRICT-
PRD �(PLANNED RESIDENTIAL DEVELOPMENT) WITH PROFFERS. SEE SHEET C3-03.
SETBACKS:
FRONIT 3,
OSMH
REAR rr 35'
SIDE: 35'
TOPO & SURVEY.- BOUNDARY AND TOPOGRAPHIC INFORMATION AS SHOWN HEREON IS BASED ON ACTUAL FIELD
SURVEY DONE BY GAY AND NEEL, INC FROM 4/4/07 TO 3/19/08. SITE WAS FIELD VERIFIED BY
COLLAS ENGINEERING IN MAY, 2017
UTILITIES. THE ACCURACY OF UTILITY MARKS AS SHOWN HEREON ARE f2 FEET HORIZONTALLY FROM THE
ACTUAL LOCA77ON OF THE BURIED UTILITY.
ZONING/PLANNING AREAS.•
TOTAL PARCEL AREA: 268,201 SF (6.155 AC.)
EXISTING TOTAL BUILDING AREA: 3,887 SF (FOOTPRINT)
PROPOSED BUILDING AREA: 22,926 SF (FOOTPRINT)
BUILDING HEIGHT LESS THAN 35 FEET
PAVED PARKING & 7CULAR CIRCULA77ON AREA: 27,571 SF
SIDEWALK AREA: 7,908 SF
PERCENT IMPERVIOUS: 62,292 SF (23.239')
RECREATIONAL SPACE REQUIRED: 5,200 SF (200 SF PER UNIT)
RECREATIONAL SPACE PROVIDED: 16,316 SF
PARKING TABULA TIONS. -
PARKING SPACES REI UIRED. 52 IN ACCORDANCE WITH APPROVED REZONING
(2 SPACES PER UNI T)
PARKING SPACES PROVIDED: 54 SPACES (INCLUDING 2 HANDICAP PARKING SPACES)
LANDSCAPING AREAS:
OPEN SPACE REQUIRED: 257 = 1.54 AC
OPEN SPACE PROVIDED: 76.569 = 4.712 AC
PARKING LANDSCAPING REQUIRED: 57 OF PARKING LOT AREA = 1,378.5 SF
PARKING LANDSCAPING PROVIDED. 2,556 SF
TREE CANOPY REQUIRED: 207 OF SITE = 5J,622 SF
TREE CANOPY PROVI IED: 118,750 SF
PARKING SPACES SHALL BE DEVN£ATED BY 4" STRIPING
DISTANCES AND RADII REFERRE TO ARE TO 774E EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. ALL RADII 5 ,FOOT UNLESS
OTHERWISE NOTED.
ALL SIDEWALKS ARE TO BE FLUSH WITH ADJACENT GRADES, UNLESS OTHERWISE NOTED.
CON7RACTOR SHALL VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS, PRIOR TO STAKING BUILDINGS.
CONTRACTOR SHALL CALL "MISUTILITY" AT 1-800-552-7001 AT LEAST 48 HOURS PRIOR TO ANY EAR77-IWORK BEGINNING.
ACCURACY U77LITY MARKS ARE ±2 FEET HORIZONTAL FROM THE ACTUAL LOCATION OF THE BURIED UTILITY.
A PRE -CONSTRUCTION MEETING WITH THE COUNTY WILL BE HELD PRIOR TO CONSTRUCTION.
A PRE -CONSTRUCTION CONFERENCE WILL BE HELD WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO THE START
OF WATER/WASTEWATER CONSTRUCTION.
IT IS 7HE CONTRACTORS RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WITH SEC77ON 5.91-406, ET SEQ., OF THE
CODE OF VIRGINIA (OVERHEAD l (IGH VOLTAGE LINES SAFETY ACT).
r
O BEGINNING CONSTRUCTION. PERMITS BEFORE N CTION. THE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN ACCORDANCE WITH THE STORMWA TER POLLU77ON PR,EVEN77ON
PLAN AND ASSOCIATED RECORDEEPING.
ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS.
UNLESS SHOWN OR SPECIFIED 07HERWIS£, METHODS AND MATERIALS SHALL BE IN ACCORDANCE W17H VDOT ROAD AND BRIDGE
STANDARDS LATEST EDITION.
CONTRACTOR SHALL COORDINATE INSTALLATION AND DESIGN OF ALL PERMANENT ELECTRICAL SERVICE, TELEPHONE SERVICE,
GAS SERVICE AND CABLE TV
WATER METER, METER BOX, TAP INTO EXISTING WATERLINE AND TAP INTO EXISTING SEWER LINE SHALL BE DONE BY COUNTY
PERSONNEL AT OWNER'S EXPENSE. CON7RACTOR SHALL COORDINATE INSTALLATIONS AND REQUIRED LOCATIONS. C70NNECTTCN
FEES WILL ALSO COVER THE CONST OF THE METER. CONNECTIONS TO THE WATER AND WASTEWATER SYSTEM ARE THE
RESPONSIBILITY OF THE CONTRACTOR. IF A TAPPING SLEEVE AND VALVE IS REQUIRED, THE ACSA CAN MAKE THE TAP FOR A
FEE AS OUTLINE IN THE ACSA 5 RULES AND REGULATIONS.
ALL PUBLIC UTILITIES WILL BE VISUALLY INSPECTED BY THE COUNTY'S INSPECTOR PRIOR TO BACKFILLING THE TRENCHES,
INCLUDING ALL UTILITY CROSSINGS.
ALL U77LI77ES TO BE MAINTAINED BY THE COUNTY SHALL BE WITHIN DEDICATED RIGHTS-OF-WAY OR EASEMENTS
BACKFLOW PREVENTORS TO BE DROWDED BY 7HE OWNER AS REQUIRED BY ALBEMARLE COUNTY.
CONTRACTOR SHALL BE RESPON:5IBLE FOR REPAIR OF ANY U77LI77ES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES.
VERIFY LOCATION OF ALL EXISTIJ G UTILITIES PRIOR TO BEGINNING WORK.
SITE LIGHTING HAS BEEN REMOVEO FROM THE PROJECT.
ALL U77LI TIES SHALL BE UNDERGROUND INSTALLATION.
A PORTION OF 77 -IE SUBJECT PROPERTY IS LOCATED WITHIN A F.E.MA. DESIGNATED 100 -YEAR FLOOD ZONE. 7HE SUBJECT
PROPERTY PARTIALLY LIES WITHIN ZONE 'A" AND X" AS SHOWN ON F.LR.M. COMMUNITY PANEL NO. 51003CO2350, EFFECTIVE
DATE OF FEBRUARY 4,2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. NO ELEVATION .STUDY HAS
BEEN PERFORMED AS A PART OF THIS PROJECT
ALL ACTIVITIES IN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO VDOT WORK AREA PR07ECTION MANUAL (MOST RECENT
EDITION).
THE MINIMUM REQUIRED DENSITY FOR ALL COMPACTION SHALL BE 957 OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT
WITHIN f27 OF THE OP77MUM.
PAVEMENT WORK WITHIN THE RIGHT-OF-WAY REQUIRES THE FOLLOWING INSPECTIONS•
A. SUBGRADE PRIOR TO PLACEMENT OF BASE STONE
B. BASE STONE PRIOR TO PLACEMENT OF PAVEMENT
C. PA VEMENT
UTILITIES SHOWN HEREON ARE BASED ON AVAILABLE ABOVE -GROUND STRUCTURES (VALVES, MANHOLES, ETC.).
OWNER RESPONSIBLE FOR OBTAINING AN APPROVED E&S/STORM WATER POLLU77ON PREVENTION PLAN FOR ANY OFFSI7F
GRADING AND FOR OBTAINING AN APPROVED EROSION AND SEDIMENT CONTROL PLAN AND STORM WATER POLLUTION
PREVEN77ON PLAN BEFORE OFFSITE GRADING CAN BEGIN.
CONSTRUCTION OF ALL UTILITIES �TO BE DEDICATED TO COUNTY SHALL ADHERE TO COUNTYS SPECIFICATIONS, AND SHALL BE
INSPECTED BY 7HE COUNTY PRIO, TO ACCEPTANCE.
NO INDIVIDUAL LOTS ARE PROPOSED AS PART OF THIS DEVELOPMENT. CONDOMINIUM DOCUMENTS, PLANS, AND PLATS WILL BE
DEVELOPED FOR ESTABLISHING OWNERSHIP INFORMATION.
IN CONJUNC77ON WITH THE APPROVED REZONING (ZMA 2007-00012), THE FOLLOWING WAIVERS WERE GRANTED
• WAIVER OF THE BUILDING SEPARATION REQUIREMENTS OF SECTION 19.8
PROFFERS DATED NOVE,'iIMBER 14, 2007 AND SIGNED NOVEMBER 5, 2007
• APPROVAL OF THE PRI VA TE STREET REQUEST FOR PARK VIEW DRIVE
• WAIVER OF SECTIONS 1�-410 H OF CURB/GUTTER REQUIREMENTS FOR PARK VIEW DRIVE
• APPROVAL OF SECTION 14-422 A & D OF THE PLAN77NG STRIP AND SIDEWALK REQUIREMENTS FOR PARK VIEW
DRI VE
A VARIETY OF DWELLING TYPES lS PROPOSED, WITH A TOTAL NUMBER OF 28 RESIDENCES PROPOSED. SEE THE SITE PLAN FOR
ADD1170NAL INFORMATION FDR THE BREAKDOWN OF BUILDINGS. A GROSS DENSITY OF lS 4.55 UN175/ACRE !S PROPOSED.
UPON APPROVAL OF THE SITE DEVELOPMENT PLANS AND GAINING NECESSARY PERMIT, THE DURA77ON OF COIVSTRUC77ON IS
EXPECTED TO BE 12-15 MONTHS
SUBJECT PARCEL IS IN THE BEAVER CREEK RESERVOIR WATERSHED.
S17E DEVELOPMENT PLAN IN GENERAL CONFORMANCE WITH APPROVED REZONING (ZMA 2007-00012) AND ALBEMARLE COUNTY
ZONING ORDINANCE SITE PLAN REQUIREMENTS, SECT70N 326.
SITE SHALL BE ADDRESSED AS PARROT CREEK ROAD (PRIVATE).
A PRECONSTRUCTION CONFERENCE WILL BE HELD W17H THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO THE START OF
WATER/WASTEWATER CONSTRUCTION.
Al
A T l►��07ulu p
2M M E M = � M
WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA
A L B t M A R L E
C O U N T Y
I
J,
SITE
R I. 240
qtk `D
CSX LINE.
ALBEM A R L E
C O U N T Y
VICINITY MAP
SCALE: 1" = 1000'
LEGEND:
OTELE PED
PROPERTY LINE
013V
- - - 2100 - -
EXISTING 2 CONTOURS
13�
PROPOSED 2' CONTOURS
x 90.56
EXISTING SPOT ELEVATION
EXISTING WELL
EXISTING CONDITIONS AND DEMOLITION PLAN 1
DRILL HOLE
PROPOSED SPOT ELEVATION
56
P OS,E,Q TOP CURB ELEVATION
9G b6
PROPOSED BOTTOM CURB ELEVATION
EXISTING WATER VALVE
EXISTING SANITARY SEWER
...--- -
PROPOSED SANITARY SEWER
6"W
EXISTING WATERLINE
PROPOSED WATER METER
PROPOSED WATERLINE
EXISTING SEWER CLEANOUT
====24:"====
EXISTING STORM SEWER
OSMH
PROPOSED STORM SEWER
•" •' "'
EXISTING EDGE OF PAVEMENT
G3
EXISTING SHRUB
PROPOSED PAVEMENT
EXISTING TREE
PROPOSED GRAVEL
PROPOSED TREE
PROPOSED CONCRETE/SIDEWALK
EXISTING SIGN
EXISTING BUILDING
PROPOSED SIGN
$IP,
PROPOSED BUILDING
A
- --OHE-. - -
EXISTING OVERHEAD ELECTRIC
IRON ROD FOUND
EXISTING BURIED ELECTRIC
TV --------
EXISTING BURIED CABLE TV LINE
------- G --------
EXISTING GAS LINE
---TEL---
EXISTING BURIED TELEPHONE LINE
TO BE REMOVED
EXISTING FENCE LINE
ACSA GENERAL WATER & SEWER CONDITIONS:
PUBLIC UTILITY DETAILS
EXISTING TREELINE
C,Y.
BENCHMARK LOCATION
• P
EXISTING UTILITY POLE
---=.8
EXISTING GUY WIRE
OTELE PED
EXISTING TELEPHONE PEDESTAL
013V
EXISTING GAS VALVE
OGM
EXISTING GAS METER
�LP
EXISTING LIGHT POLE
Q
EXISTING WELL
EXISTING CONDITIONS AND DEMOLITION PLAN 1
DRILL HOLE
yQ
L T
EXISTING FIRE HYDRANT
C2-01
PROPOSED FIRE HYDRANT
8WV
EXISTING WATER VALVE
0
PROPOSED WATER VALVE
d WM
EXISTING WATER METER
■
PROPOSED WATER METER
o CO
EXISTING SEWER CLEANOUT
•
PROPOSED SEWER CLEANOVT'
OSMH
EXISTING SEWER MANHOLE
0
PROPOSED SEWER MANHOLE
G3
EXISTING SHRUB
BMP GENERAL NOTES
EXISTING TREE
0
PROPOSED TREE
o�v
EXISTING SIGN
STORM SEWER PROFILES & CALCULATIONS
PROPOSED SIGN
$IP,
BORE HOLE/TEST PIT
A
CONTROL POINT
o IRF
IRON ROD FOUND
° IRS
IRON ROD SET
°
PROPERTY CORNER
FP
FENCE POST
(TBR)
TO BE REMOVED
ABBREVIATION LEGEND:
MINOR SITE PLAN AMENDMENT PROPOSED CHANGES:
MODIFICATIONS TO THE BUILDING FOOTPRINTS/TYPES & THEIR ACCESS PATHS
\ MODIFICATIONS TO PARKVIEW DRIVE's VERTICAL ALIGNMENT & THE REMOVAL OF ITS NORTHERN GUARDRAIL,
WHICH IS LOCATED ADJACENT TO THE GRADED MULTIPURPOSE TRAIL,
A3 WATER/ SEWER LATERALS HAVE BEEN UPDATED TO ACCOUNT FOR THE BUILDING FOOTPRINT/TYPE CHANGES
NOTED ABOVE IN #1.
REVISED LANDSCAPING PLAN, OVERALL SITE MITIGATION, STREET/PARKING LANDSCAPING AND OVERALL TREE
CANOPY ON THE SITE.
AS SITE LIGHTING HAS BEEN REMOVED FOR THE PROJECT.
/ 6 \ UPDATED PHASING LINE FOR THE PROJECT.
l ' \ ADDITIONAL TREES WITHIN THE UTILITY EASEMENT TO BE REMOVED - SEE SHEET C6-01.
A\ UPDATED DUMPSTER PADS AND ADDED DUMPSTER PAD DETAIL.
AUPDATED THE STORM P:PE AND CULVERT CROSSING UNDER PARKVIEW DRIVE.
, MODIFICATIONS TO THE OVERALL GRADING FOR THE SITE WITH THE REVISIONS TO THE UNITS.
11 REVISED THE PAVEMENT DETAILS FOR THE PROJECT.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES:
Sheet List Table
Sheet Number
Sheet Title
CO
-01
COVER SHEET AND GENERAL NOTES
C1-01
ACRES)
EXISTING CONDITIONS AND DEMOLITION PLAN 1
Gi
G2
EXISTING GGI DITIONS AND TlcMGLIi ITIG � PLAN 2
C2-01
z.
SITE LAYOUT AND DIMENSIONAL PLANLAYOUT AND DIMENSIONAL PLAN
C3-01
MAX.
ROAD PLAN AND PROFILE
C3-02
3•
SITE GRADING PLAN
C3-03
B,M.
SITE DETAILS
G3
G
BMP GRADING nl�DET n 1� IST
G3
9
OrA��RADIA���CTAILS 2
G3
GG
BMP GENERAL NOTES
C4-01
6.
SITE UTILITY PLAN
C4-
01 A
STORM SEWER PROFILES & CALCULATIONS
C4-02
7.
SANITARY SEWER FORCE MAIN PLAN
C4-03
8.
SANITARY SEWER PROFILES
C4-04
9•
SANITARY SEWER FORCE MAIN PROFILE
C4-05
NOT IN CONTRACT
WATERLINE PROFILES
04-06
N.T.S,
PRIVATE UTILITY DETAILS
C4-07
ACSA GENERAL WATER & SEWER CONDITIONS:
PUBLIC UTILITY DETAILS
NOW OR FORMERLY
C,Y.
CRE)SIGN �JND C-DITMENTGE04TRE)I�i�CIOI
NBL
NORTHBOUND LANE
NTITRGPLA
AND
CALIPER
NO, f
cOn��nn�nn���rn��i���nn�i��n�n��n�is
G6-01
CABLE TELEVISION
SITE LANDSCAPE PLAN
GIG
9 L-
S'1. T,r 1 IL , A IIY�TL�'�TP
GIG
OUTSIDE DIAMETER
LAIr,�.P�I ��6--AP's 1� I-I=,G`r}FING BETS
E1-1
O.F,C.I.
POWER RISER DIAGRAM AND DETAILS
ABBREVIATION LEGEND:
MINOR SITE PLAN AMENDMENT PROPOSED CHANGES:
MODIFICATIONS TO THE BUILDING FOOTPRINTS/TYPES & THEIR ACCESS PATHS
\ MODIFICATIONS TO PARKVIEW DRIVE's VERTICAL ALIGNMENT & THE REMOVAL OF ITS NORTHERN GUARDRAIL,
WHICH IS LOCATED ADJACENT TO THE GRADED MULTIPURPOSE TRAIL,
A3 WATER/ SEWER LATERALS HAVE BEEN UPDATED TO ACCOUNT FOR THE BUILDING FOOTPRINT/TYPE CHANGES
NOTED ABOVE IN #1.
REVISED LANDSCAPING PLAN, OVERALL SITE MITIGATION, STREET/PARKING LANDSCAPING AND OVERALL TREE
CANOPY ON THE SITE.
AS SITE LIGHTING HAS BEEN REMOVED FOR THE PROJECT.
/ 6 \ UPDATED PHASING LINE FOR THE PROJECT.
l ' \ ADDITIONAL TREES WITHIN THE UTILITY EASEMENT TO BE REMOVED - SEE SHEET C6-01.
A\ UPDATED DUMPSTER PADS AND ADDED DUMPSTER PAD DETAIL.
AUPDATED THE STORM P:PE AND CULVERT CROSSING UNDER PARKVIEW DRIVE.
, MODIFICATIONS TO THE OVERALL GRADING FOR THE SITE WITH THE REVISIONS TO THE UNITS.
11 REVISED THE PAVEMENT DETAILS FOR THE PROJECT.
ADDED TO SET
APPROVED G&N PLAN SHEET
APPROVED G&N PLAN SHEET
APPROVED G&N PLAN SHEET
APPROVED G&N PLAN SHEET
APPROVED G&N PLAN SHEET
APPROVED G&N PLAN SHEET
SEE VSMP PLAN
SEE VSMP PLAN
SEE VSMP PLAN
REMOVED FROM SET
REMOVED FROM SET
APPROVED G&N PLAN SHEET
0
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES:
LB,
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
AIR CONDTIONER
M
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
AC.
ACRES)
PLAN AS DRAWN MAY NOT ACCURATELY REFLECTTHE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
MINIMUM BUILDING LINE
ALT,
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
MAG.
z.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
APPROXIMATE
MAX.
VDOT UNLESS OTHERWISE NOTED.
COMBINED WITH C1-01
3•
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
MAIL BOX
B,M.
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
MH
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
BOTTOM OF CURS
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
BLVD,
BOULEVARD
OF 3:1 OR BETTER ARE TO BE ACHIEVED,
MINIMUM
6.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
MON.
MONUMENT
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
BOTTOM OF WALL
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
REMOVED FROM SET
8.
UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS I11.
REMOVED FROM SET
9•
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
N.I.C.
NOT IN CONTRACT
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
REMOVED FROM SET
N.T.S,
NOT TO SCALE
C.V.
ACSA GENERAL WATER & SEWER CONDITIONS:
ADDED TO SET
APPROVED G&N PLAN SHEET
APPROVED G&N PLAN SHEET
APPROVED G&N PLAN SHEET
APPROVED G&N PLAN SHEET
APPROVED G&N PLAN SHEET
APPROVED G&N PLAN SHEET
SEE VSMP PLAN
SEE VSMP PLAN
SEE VSMP PLAN
REMOVED FROM SET
REMOVED FROM SET
APPROVED G&N PLAN SHEET
0
AT
LB,
POUND
A/C
AIR CONDTIONER
M
METER
AC.
ACRES)
M.B.L.
MINIMUM BUILDING LINE
ALT,
ALTERNATE
MAG.
MAGISTERIAL
APPROX.
APPROXIMATE
MAX.
MAXIMUM
AVG.
AVERAGE
MB
MAIL BOX
B,M.
BENCHMARK
MH
MANHOLE
BC
BOTTOM OF CURS
ML
MILE
BLVD,
BOULEVARD
MIN.
MINIMUM
SSMT
BASEMENT
MON.
MONUMENT
BW
BOTTOM OF WALL
MTI_.
METAL
C.F.
CUBIC FEET
MV
METER VAULT
C.I.
CURB INLET
N.I.C.
NOT IN CONTRACT
C.M.0
CONCRETE MASONRY UNIT
N.T.S,
NOT TO SCALE
C.V.
CHECK VALVE
N/F
NOW OR FORMERLY
C,Y.
CUBIC YARD
NBL
NORTHBOUND LANE
CAL.
CALIPER
NO, f
NMScR
CAN
CABLE TELEVISION
NRV
NEW RIVER VALLEY
CHD
CHORD
O.D,
OUTSIDE DIAMETER
GMP
CORRUGATED METAL PIPE
O.F,C.I.
OWNER FURNISHED CONTRACTOR INSTALLED
CO
CLEAN-OUT
OH
OVERHEAD
CO.
COUNTY
OHE
OVERHEAD ELECTRIC
CONC.
CONCRETE
P.S.
PLAT BOOK
CRK.
CREEK
RU,
PUBLIC UTILITY
D.S.
DEEB BOOK
P,U. & D.E.
PUBLIC UTILITY AND DRAINAGE EASEMENT
D.E.
DRAINAGE EASEMENT
P.U.E.
PUBLIC UTILITY EASEMENT
D.I.
DROP INLET
PE
POLYETHYLENE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1)
DUCTILE IRON PIPE'
PED.
PEDESTAL
D.S.
DOWN SPOUT
PG.
PAGE
DECID.
DECIDUOUS
PROP.
PROPOSED
DEG,
DEGREES
PSI
POUNDS PER SQUARE INCH
DET.
DETAIL
PVC
POLYVINYLCHLORIDE
DFC
DRAINFIELD CORNER
PVMT
PAVEMENT
Di
DROP INLET
R
RADIUS
DIA,
DIAMETER
R.R.
RAILROAD
DIST,
DISTRICT
R/W
RIGHT-OF-WAY
DR,
DRIVE
RCP
REINFORCED CONCRETE PIPE
DWG
DRAWING
RD.
ROAD
DWLG
DWELLING
REF.
REFERENCE
E.G,
EDGE OF GRAVEL
REQ'D
REQUIRED
E.P.
EDGE OF PAVEMENT
RET.
RETAINING
EACH
REV.
REVISION
EEk SL
EASTBOUND LANE
RTE.
ROUTE
ELEV,
ELEVATION
RWY,
RAILWAY
EOW
EDGE OF WATER
S.D.
STORM DRAIN
ESMT.
EASEMENT
SDMH
STORM DRAIN MANHOLE
EVG,
EVERGREEN
S.F.
SQUARE FEET
EXIST.
EXISTING
SBL
SOUTHBOUND LANE
EXT,
EXTENSION
SCH
SCHEDULE
F,E.M•A,
FEDERAL EMERGENCY MANAGEMENT AGENCY
SHT,
SHEET
F,H,
FIRE HYDRANT
SPEC,
SPECIFICATION
F.I.R.M.
FLOOD INSURANCE RATE MAP
SPTK
SEPTIC TANK
FL
FLOW LINE
SANITARY SEWER
FF
FINISH FLOOR
SSEW
FND
FOUND
SSMH
SANITARY SEWER MANHOLE
FR
FRAME
ST,
STREET
FT.
FEET
STA,
STATION
G.M.
GAS METER
STD.
STANDARD
G.V.
GATE VALVE
STY,
STORY
GNI
GAY AND NEEL, INC.
SWME
STORMWATER MANAGEMENT EASEMENT
GPM
GALLONS PER MINUTE
SWMF
STORMWATER MANAGEMENT FACILITY
GRAV.
GRAVEL
TC
TOP OF CURB/CONCRETE
GRD
GROUND
TCP
TERRA COTTA PIPE
HP
HIGH POINT
TEL.
TELEPHONE
H.UA,
HOUSING AND URBAN DEVELOPMENT
TOB
TOP OF BANK
H/0
HANDICAPPED
TOS
TOP OF SLOPE
HCR
HANDICAPPED RAMP
TW
TOP OF WALL
HDPE
HIGH DENSITY POLYETHYLENE PIPE
TYP.
TYPICAL
HR
HANDRAIL
U.G.
UNDERGROUND
HW
HEADWALL.
U.P.
UTILITY POLE
HYD.
HYDRANT
UIS.
UNITED STATES
INSIDE DIAMETER
VA.
VIRGINIA
I.
IN.
INCH
VDOT
VIRGINIA DEPARTMENT OF TRANSPORTATION
INST.
INSTRUMENT
VESCH
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
INT.
INTERSECTION
W.B.
WILL BOOK
INV.
INVERT
W.W.F.
WELDED WIRE FABRIC
INVIn
INVERT IN
W/
WITH
INVout
INVERT OUT
WSL
WESTBOUND LANE
LF.
LINEAR FOOT
WM
WATER METER
LPLIGHT
POLE
WINK
WATER TANK
L.P.
LOW POINT
WV
WATER VALVE
L.S.I.
LANDSCAPED ISLAND
WW
WOVEN WIRE
JSCO`I'T R. COLLINS�.
0 Lir. No. 035r91
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1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON
THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN
INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
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CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE
TOP OF PIPE, OVERTHE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER
LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
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8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE
EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.rj
1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS
EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
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PAVEMENT:
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1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE
MATERIAL. IF THE SSV VALUES ARE LESS THAN 1o, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS
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APPROVAL THE PROPOSED METHOD OF CORRECTION.
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2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED.
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3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR
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TYPE 1, 11, OR III PRIOR TO PLACING AGGREGATE BASE.
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4. THE REOIUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS
BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE
COURSE IS APPLIED PRIOR TO 6o DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
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5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
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6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS
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APPLIED.
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7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 @a 0.3 GAL/SQ.
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8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION
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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
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SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
T_THE
STREETS RIGHT OF WAY.
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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.
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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.
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES
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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
D
THE SUBGRADE.
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DRAINAGE:
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1)
W
FOOT OR AN APPROVED VDOT PIPE MATERIAL.
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2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD
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CONDITIONS INDICATE.
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (2o) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER
(j,)
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
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EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
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APPROVALS:
DATE:
DEPARTMENT OF COMMUNITY DEVELOPMENT
C:)
PLANNER/ZONING
0
ENGINEER
INSPECTIONS
ARE,
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARATMENT
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JOB NO. J
172133
SCALE
AS NOTED
SHEET NO.
co -01
X.
EXISTING OVERHEAD
ELECTRIC POLE & LINES T0
REMAIN. ONSITE POWER
POLES & LINES TOBE
RELOCATED IFREQUIRED.
W
GRAPHIC SCALE
30 0 15 30 60
IN FEET
1 inch 30 ft.
/EXISTING TEMPORARY
CONSTRUCTION EASEMENT.
De46r�PG���
p» '
APPROVED TIMBER -BACKED
/
�u+]o Gu^Ro�«L�T�RTsT�
1) FOR TYPICAL STREET SECTION, SEE SHEET C3-03
2) UTILITY POLES TO BE ADJUSTED AS NECESSARY TO MAINTAIN
MINIMUM CLEARANCE BETWEEN LINE AND FINAL GRADE.
CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY.
�\ 3DEVELOPMENT WILL AVERAGE 8 TRIPS PER DAY, PER
DWELLING UNIT. THIS TOTALS AN ESTIMATED C.Vj�TRIPS
ADDITIONAL PER DAY ON PARKVIEW DRIVE. AT THE TIME O; THE
ORIGINAL PLANS APPROVAL, PARKVIEW DRIVE SERVED 5
DWELLINGS AND A BARN STRUCTURE. THIS CONSERVATIVELY
EQUATED TO 60 TRAY. PARKVIEW DRIVE WILL HAVE A
PROJECT TOTAL OFC�TR(P5 PER DAY.
4) ALL SLOPES GREATER THAN J:| SHALL BE SEEDED WITH
CROWN VETCH
TO REMAIN
/�;�
STI��ELOCA ED/
�5fOO-7 �RN� JO^ CMP
||
20 16 Fl, OAD & BRIDGE STANDARDS
675
FLARE RATES-
ENDWALL FOR ELLIPTICAL PIPE
IAPH
GR -2A
20 16 Fl, OAD & BRIDGE STANDARDS
675
NOTES:
* m, =
V�IL»' , / owaA(,�u��p�r
CURVE,) FOP RAl;o `,-.^ ',='~' °~~��VI^'E 61~�( (
w^'°EE° ,_=' 7" ~~~='� _ _ ~~_ALL I�R-!' AND,�R-2,6 RAIL SHALL UE VO4TAINED AT A
vEHIQUI-AR TRAVEL �OR THE FINISHED
THE 0,�TMNAL ,.�R-2�'j METHrr..iF CF NESTINO THE RAL CR 1,17F -
FLARE RATES-
ENDWALL FOR ELLIPTICAL PIPE
IAPH
GR -2A
FLARE
RATE_
DRIVE LIP
640
PROPOQED
I�AX vm^VIC
DEFLECTION' r
PARKVIFW
GRADING
EXISTING
PARKVII
NOTES:
* m, =
V�IL»' , / owaA(,�u��p�r
CURVE,) FOP RAl;o `,-.^ ',='~' °~~��VI^'E 61~�( (
w^'°EE° ,_=' 7" ~~~='� _ _ ~~_ALL I�R-!' AND,�R-2,6 RAIL SHALL UE VO4TAINED AT A
vEHIQUI-AR TRAVEL �OR THE FINISHED
THE 0,�TMNAL ,.�R-2�'j METHrr..iF CF NESTINO THE RAL CR 1,17F -
POST SYSTEM)
2G 16 ROAD & BRIDGE STANDARDS
Do twll'
INVEqT
F.NDW&,L WOUI-O PROTRUDE M-OVE 5HOVLD�R �INE- b BEVEa Err�F IS REQUMIED ON THE HEADWALL AT -THE IN -ET ElNi� OF THE
:L AL, CAST 'ON �`LAi��E CONCRETE CLASS Al FOR PREECASF SEE 8. ON SHALIV)W F;LLS. WHERF ENDW-N-LS ARE I OR LES -15 SELO* ISHO�;,Lp�FR
LINE, OE TOP OF THE ENDWN-L ��IHAJLL BE CONS I RUCIED PAF*A�LE' TO THE
CRI0f. OF THE f�QAV,
FLARE RATES-
ENDWALL FOR ELLIPTICAL PIPE
IAPH
LINE FLARE
LS I RATE
FLARE
RATE_
DRIVE LIP
640
PROPOQED
640
PARKVIFW
POST SYSTEM)
2G 16 ROAD & BRIDGE STANDARDS
Do twll'
INVEqT
F.NDW&,L WOUI-O PROTRUDE M-OVE 5HOVLD�R �INE- b BEVEa Err�F IS REQUMIED ON THE HEADWALL AT -THE IN -ET ElNi� OF THE
:L AL, CAST 'ON �`LAi��E CONCRETE CLASS Al FOR PREECASF SEE 8. ON SHALIV)W F;LLS. WHERF ENDW-N-LS ARE I OR LES -15 SELO* ISHO�;,Lp�FR
LINE, OE TOP OF THE ENDWN-L ��IHAJLL BE CONS I RUCIED PAF*A�LE' TO THE
CRI0f. OF THE f�QAV,
12'D-1136" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES qFVISION DATE S-�FEI I OF 1
PeoP0sEoYoOT
STD. GR -2A
EXISTING 30^ CMP
CULVERT TO REMAIN & TO
BE EXTENDED. (L~5017'.
!NV. 11\1�531.66'. /N\(
OUT~830.30')
PROPOSED VD0TSTD.
EVYzw/A -i5lSKEW TO
asINSTALLED 0N
EXISTING CULVERT
CONTRACTOR TOINSTALL A-
Kx00F|EoVDOTMH'zATTHs
OUTLET OFTHE EXISTING 3o^
CMP. RIM SHALL aEFIELD
FITTED &BsPLACED JUST
BELOW 4SBUILTPAVED
PATHWAY FINAL GRADE.
ENDWALL FOR ELLIPTICAL PIPE
PARKVIEW
DRIVE LIP
640
PROPOQED
640
PARKVIFW
GRADING
EXISTING
PARKVII
635
GRADII\
G 635
STA. 0+52
630/
630
143 CL. III RCP
33-32 LF INV.=626.50
25
622
622
rn
It
12'D-1136" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES qFVISION DATE S-�FEI I OF 1
PeoP0sEoYoOT
STD. GR -2A
EXISTING 30^ CMP
CULVERT TO REMAIN & TO
BE EXTENDED. (L~5017'.
!NV. 11\1�531.66'. /N\(
OUT~830.30')
PROPOSED VD0TSTD.
EVYzw/A -i5lSKEW TO
asINSTALLED 0N
EXISTING CULVERT
CONTRACTOR TOINSTALL A-
Kx00F|EoVDOTMH'zATTHs
OUTLET OFTHE EXISTING 3o^
CMP. RIM SHALL aEFIELD
FITTED &BsPLACED JUST
BELOW 4SBUILTPAVED
PATHWAY FINAL GRADE.
PROPOSED VDOTSTD.
BNawVA30fSKsWTO
osINSTALLED WITH
'ROP0SEoEXTENS0N
-PROPOSED YDOTSTD.
CL. AiSTONE (L~z',
Ag EXISTING CULVERT EXTENSION 1 1 "=5'(V)
I "=50'(H)
A,1PARKVIEW DRIVE PROFILE 17--5, (V)
---------- ___..ZsI.M_ULA_TED H_EAbL[GH_T._BEAM w./_1 - --------- ------- ------------
DIVERGENCE ILLUMINATING THE STOP
uj
IE SIGN AT THE RIt
QUIRED MINIMUM
STOPPINC SIGHT DISTANCE.
LU 5' MIN. STOPPING
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665
NOTE: THE PROPOSED LANDING AT THE INTERSECTI
OF PARKVIEW DRIVE & THREE NOTCHED ROAD
-2.00% MATCHES THE PREVIOUSLY APPROVED DESIGN:
APPROVED LANDING SLOPE=2%
PROPOSED LANDING SLOPE=2%
APPROVED LAN DNGWVALUE=5.33;
PROPOSED LANDING'K'VALUE=5.50
APPROVED LANDING VC LENGTH=40.'
HIGH PT STA: 10+13-34
PROPOSED LANDING VC LENGTH=55
HIGH PT ELEV: 662
.74
PVI STA:10+40-84
HEIGHT OF
PVI ELEV:662.19 SIMULATED
uDD
BV,CE: 662-74
I me
630
9+50 10+00 10+50 11+00
11+50 12+00 12+50
EXISTING 030" CIMP
CULVERT CROSSING
TO REMA,IN
H| .O7
PVI ELEV:656.io
13+00 13+50 14+00 14+50 3.5+00 15+50 16+oo 16+5o 17+00 17+rO
PARKVIEW
DRIVE LIP
640
PROPOQED
640
PARKVIFW
GRADING
EXISTING
PARKVII
635
GRADII\
G 635
STA. 0+52
630/
630
143 CL. III RCP
33-32 LF INV.=626.50
25
622
622
rn
It
PROPOSED VDOTSTD.
BNawVA30fSKsWTO
osINSTALLED WITH
'ROP0SEoEXTENS0N
-PROPOSED YDOTSTD.
CL. AiSTONE (L~z',
Ag EXISTING CULVERT EXTENSION 1 1 "=5'(V)
I "=50'(H)
A,1PARKVIEW DRIVE PROFILE 17--5, (V)
---------- ___..ZsI.M_ULA_TED H_EAbL[GH_T._BEAM w./_1 - --------- ------- ------------
DIVERGENCE ILLUMINATING THE STOP
uj
IE SIGN AT THE RIt
QUIRED MINIMUM
STOPPINC SIGHT DISTANCE.
LU 5' MIN. STOPPING
LU
665
NOTE: THE PROPOSED LANDING AT THE INTERSECTI
OF PARKVIEW DRIVE & THREE NOTCHED ROAD
-2.00% MATCHES THE PREVIOUSLY APPROVED DESIGN:
APPROVED LANDING SLOPE=2%
PROPOSED LANDING SLOPE=2%
APPROVED LAN DNGWVALUE=5.33;
PROPOSED LANDING'K'VALUE=5.50
APPROVED LANDING VC LENGTH=40.'
HIGH PT STA: 10+13-34
PROPOSED LANDING VC LENGTH=55
HIGH PT ELEV: 662
.74
PVI STA:10+40-84
HEIGHT OF
PVI ELEV:662.19 SIMULATED
uDD
BV,CE: 662-74
I me
630
9+50 10+00 10+50 11+00
11+50 12+00 12+50
EXISTING 030" CIMP
CULVERT CROSSING
TO REMA,IN
H| .O7
PVI ELEV:656.io
13+00 13+50 14+00 14+50 3.5+00 15+50 16+oo 16+5o 17+00 17+rO
F„
•Z Rviei
a
10'x10'
DUMPST'ER PAD
--------------
I 1 II, Ilii lil 'r
"x4"
TRFAT'ED POST
"x4"
TREATED TOP RAIL
"x6"
TREATED SLATS
"x4"
TREATED MIDDLE RAIL
'"0*4' "TREATED POSTS
"x4"
TREATED BOTTOM RAIL
- 10'x20' CONCRETE APPROACH
RAMP, 6" THICK 3000 PSI
WITH 6x6-W2.1/W&.1 WWF AIR
ENTRAINED OVER6"
COMPACTED 216 STONE
10'x10' CONCRETE PAID 6"
THICK 3M PSI WITH 6x6-
W2A/W2.1 WWF AIR ENTRAINED
OVER 6" COMPACTED 216 STON
GATE
SCREEN
DUMPSTER PAD SCREENING DETAIL
GEOTEXTILE
VD
j—.0-#ASS PAVER SySTEM SHALL BE ACF GRASS CELL OR ENGINEER APPROVED EQUAI-
CTUREWS SPECtFICAITIONS: FOR ALL
ELEMENTS OF GRASS PAVER SYSTEM (SUBGRADE, $TONE LAYER, TOPSOIL MIX, ETC.)
0- . #
* 70X CRUSHED. CLEAN, WASHED STONE (VDOT #67 OR AASHTO 05)
* 3M TOPSOIL INFILL MATERIAL (SEE ACF SPECIFICATION FOR ADDIRONAL
# NOR_ , GRASS,
IN aSOUTH.
GRAS AVER SYSTEM
i
PRE-ENGINEERED---,,
SEGMENTAL WALL
UNITS (VERSA-LOK ,% r
OR EQUAL) PER
MANUFACTURERS '/ ��, f 12" NO. 57
SPECIFICATIONS STONE
4 PERFORATED
HDPE PIPE
TO DAYLIGHT
6" MIN. COMPACTED
SAND AND GRAVEL
NO SCALE GE -61
PRIVATE ACCESS PRIVATE ACCESS
EASEMENT CL POINTOF EASEMENT
FINISHED GRADE
SURFACE COURSE —�-
3l 1/4,'1`
EXIST. GROUND — 3•� EXIST. GROUND
OCb o c% d61 W.,R� a
CONS. QR CONS. DRAINAGE
RIBBON BBON BASE RIBBON
EXIST. GROUND EXIST. GROUND
3' 7 T 3' NOTii:•
20, CONTRACTOR SHALL ENSURE RIBBON ON THE OUTER
TMES OF THE ALLEYWAY ARE CAIPABLE OF SUPFORTINC
TVPICY T 0 Z7 TTT ` TAC, T L7 A51Ls/7710 V FIRS & RESCUE VEHICULAR WWWWS UP TO 29 TONS.
TEABERRY LANE AND SNAPDRAGON LANE
DESIGN SPEED LIWT ,ZOmp&
NOT TO SCALE
1899CGS
WIDTH
n ,f
LENGTH
21'e,
I iilwf'
impacts from this development. The clash contribution slue. be used for uw%portattivn improvements, schools, libraries, fire
AREA PER LROT
123 SF
UNIT WEIGHIT
1,24 Li3&SID
SURFACe OPEN AREA
%
INTERNAL VOID AREA
46%
EASE MATERIAL
I Oo% RECYCLED POLYPROPYLENE
81C�L43c 1CA1� Cfi11Elal"GAn flB618TAN
UNAF CTED BY MOLD, :ALGAE, SOIL B>�I
GH17WALB, BACTERIk ANC BITUMEN
SERVICETEMPERATURE.....
-14 TO 105 IF
COMPRESSWE STRENGTH (UNFILLED)
340,02 PSI
COMPRESSWE STRENGTH FILA pj
IMM 1.70 PSI
GEOTEXTILE
VD
j—.0-#ASS PAVER SySTEM SHALL BE ACF GRASS CELL OR ENGINEER APPROVED EQUAI-
CTUREWS SPECtFICAITIONS: FOR ALL
ELEMENTS OF GRASS PAVER SYSTEM (SUBGRADE, $TONE LAYER, TOPSOIL MIX, ETC.)
0- . #
* 70X CRUSHED. CLEAN, WASHED STONE (VDOT #67 OR AASHTO 05)
* 3M TOPSOIL INFILL MATERIAL (SEE ACF SPECIFICATION FOR ADDIRONAL
# NOR_ , GRASS,
IN aSOUTH.
GRAS AVER SYSTEM
i
PRE-ENGINEERED---,,
SEGMENTAL WALL
UNITS (VERSA-LOK ,% r
OR EQUAL) PER
MANUFACTURERS '/ ��, f 12" NO. 57
SPECIFICATIONS STONE
4 PERFORATED
HDPE PIPE
TO DAYLIGHT
6" MIN. COMPACTED
SAND AND GRAVEL
NO SCALE GE -61
PRIVATE ACCESS PRIVATE ACCESS
EASEMENT CL POINTOF EASEMENT
FINISHED GRADE
SURFACE COURSE —�-
3l 1/4,'1`
EXIST. GROUND — 3•� EXIST. GROUND
OCb o c% d61 W.,R� a
CONS. QR CONS. DRAINAGE
RIBBON BBON BASE RIBBON
EXIST. GROUND EXIST. GROUND
3' 7 T 3' NOTii:•
20, CONTRACTOR SHALL ENSURE RIBBON ON THE OUTER
TMES OF THE ALLEYWAY ARE CAIPABLE OF SUPFORTINC
TVPICY T 0 Z7 TTT ` TAC, T L7 A51Ls/7710 V FIRS & RESCUE VEHICULAR WWWWS UP TO 29 TONS.
TEABERRY LANE AND SNAPDRAGON LANE
DESIGN SPEED LIWT ,ZOmp&
NOT TO SCALE
SETBACK =1.25"
{4,0° Sat4er Angle on Wall)
Expensed
wait
Height
Ground T Level.
Bury Depth
Leveling Pad
II NO SCALE
Tyeical Gravity irl/a11
with 28" Blocks
No Scale
Note:
Load Condition A Shown
(No Backslopa - No Surcharge)
Move Blacks Forward Outing
28" Top Block instailtion to Engage Shear
Knobs (Typical)
Ground Level
Frac Draining Backfill to Extend
at Least 12" Behind Wall
Non -Woven Ceotextile
Fabric (if specified)
' "�- ..... 28" Sofforn Black
�L`
Perforated Sock Drain
Crushed Stone
Leveling Pad
VEHICULAR/PEDESTRIAN PATH DIAGRAM
11 REVISED THE PAVEMENT DETAILS FOR THE PROJECT.
PRIME & DOUBLE
SEAL TOP COAT
8" COMPACTED
AGGREGATE BASE
COURSE, VDOT #21 B
TRAVEL LANES & PARKING PAVEMENT
(NO SCALE)
2" VDOT SM -9.5A ASPHALT
SURFACE COURSE
8" COMPACT
AGGREGATE BA
COURSE, VDOT #2
COMPACTED
SUBGRADE
PARKVIEW DRIVE PAVEMENT
(NO SCALE)
-
SUBGRADE
ZONING PROFFERS:
1899CGS
2> CAS*i PROFFER
Pursua=nt to Section 33.3 of the Albemarle County .Zoning Ordinance, the Owner hereby voluntarily prof 'er$ the conditions
listed below whkh shall be applied to the property, if rezoned with the offered, plasms approved for development, These
The Owner or his successor in interest shall co=ntribute a total of $286,200 cash to the County for the purpose of mitigating
conditions are proffered as a part of the requested rezoning and the Owner ackt owledges that die conditions are reasonable,
impacts from this development. The clash contribution slue. be used for uw%portattivn improvements, schools, libraries, fire
APPROX. DRAIN AREA =116.72 80 IN
and reser, park's or any other public use serving Neighborhoods 4 & S as identified in the County='s adopted capital
The Owner shall provide four (1) residential dwelling units as affordablelncprasitrg for sale, The four ( units shall be
improvements Program,
Contributions shall be payable as follows:
eoanprised of one or moi o of'tbe followi=ng unit types: single-family attached housing, single-family detached or
i. For new market rate. attached townhcmckondominium units., $11, each for 14 units payable prior to or at the time of
multi -family condominiums. The Owner or his successor in interest reserves the sight to aclii e, doe four (4)
APPROX. WEIGHT WITH FRAME = 68.50 LBS
affordable units in a variety of ways, utilizing the above mentioned unit types alone or in combination as outlined
ii. For new meet rate attached multifamily un ts; $12,400 each for 4 units payable prior to or at the time of issuance of the
below. The first subdivision plat or site plan for the property shall designate die four (4) lots or wins, as applicable,,
btailding permit for € h unit,
that will, subject to the terms and conditions of this proffer, that will be the affordable units as described. herein. The
fit. ;-or neer market rate d,etnhed single family units. $17,500 each for 4 unite payable prior to or at the timo of issuance of
Owner shall convey the responsibility of constructitag the affordable units to any subsequent purchaser Of The subject
the building pelt for each unit.
1.25
Annual Adjustme=nt of Cash Proffers. Be&ning January 1, 2008, the amount of each cash contribution required
eighty percent (801/16) of the area median income, such that housing costs cotnsisting Ofprinncipat interest, real estUtO
herein shall be adjusted ants lly until paid, to reflect any increase or decrease for the preceding calendar year in
taxes and homeovinefs insurance (PI'TI) do not exceed thirty percent (301,14) of'the gross household income, prosridod,
-i
however, that in no eve=nt shall the selling price of such affordable units be more than sixty five percent (65%0 of die
Walls issued by Marshall 'valuation Service (a/k/a Marshall & Swift) (the "Index") or the most applicable
applicable Virginia Rousing Development Authority (VHDA) sales priceAosn limits for VB DA.fs first -Barre
Marshall & Swift index detertanineld by the Coamty if lour hall & Swift gases publication of the Index idevIdfied
homebuyer programs providod that the selling price shall not be required to be less than One Hu=ndred Ninety
I
Thousand Four Hundred Dollars ($190,400) at the beginning of the 913 -clay identification and qualification period
these proffers. The annual adjustment ment shall be made by multiplying the proffered cash eontifttion amount for
referenced below. The Ow=ner or his successor in interest may provide down payment assistance in the form of
secondary financi=ng to reduce the costs to the homebuyer, so that the resultant first mortgage and hC}uming costs
the preceding year by a fxactnorn, the tnurnerat r of which shall be the Index as of December Ito the year
preceding the calendar year most recently ended; and the denominator of which shall be the Index as of
remain at, or below, the parameters described above. All finarcial programs or instruments described above must be
December I in the preceding calendar year, For each cash conitributio n that is being paid in Werements, the
4ewptable to the primary mortgage tender,
unpaid. in�aental payn rots shall be correspondingly adjusted each year.
A. For Sale Affordable jLnits. All purchasers offor-sale affordable units shall be approve by the Albemarle Coutes Office
of Housing or its designee, The Owner shall provide the County or its designee a period of ninety (90) days to idomtify and
3 '1 �,�S TATit31�i 1511E8 'U ENIIllral'+ TS
A. Faris Viow Drive jMp_rgLtv.0ts. Iii order to MitigaWtmfTie impacts resulting from the Project, the Ow=ner kall design
pro -qualify ata. eligible purchaser for the affordable units. The 90 -day period shall COMMUCO UPOn written notice from the
and const et to standards established by the County Engiteer, in the location shown on the Application Plaza of Blue Ridge
Owner that the units will be available for sale. This notice shall not be given more than, one hundred twenty (120) days
�a
1.25
road upgrade of Parkview Drive. The improvements as slzvvvn on Sheet 4 sof 7 includes an eighteen (l lt) 3oot wide paved
pur'~-laser during this ninety (90) day period, the Owner shall have the tight to sell t1ae uWts without any restrictions on sales
price or income of.purchaser(s)t provided, ligwcver, that any units sold or leased without socia restriction shad nncvertheless
road and an eight (g) foot wide bike trail adjacent to the road. Construction of all improvements required bythis Proff'or
shall becompleted and accepted by the County Engineer prior to the issua=nce of the, &st Certificate of Occupancy for .new
be counted toward tho number of affordable units required to be p,.mvided pursuant to the terms Of this proffer. If these units
dwellings.
are sold; this proffer shall apply only to the first sale of each unit. Nothing herein shall precludo the then -current
Owner/builder from working with the County= Housing Department prior to the start o'f`tbc no7tifrcation periods described
R. Intie• g iiml rovements to Lark liew Drive/Route 246. The Owner shall design and construct to Virginia
Depa cent of Transportation road stwulards, an intersWiou that meets the requirements for road intersections as started in
herein in an effort to identify qualifying purchasers fo=r affordable units.
The Ccxtmty shall have the right, upon reasonable notice; :anad subject to all applicable privacy lames, to periodically un&p t
OT's Road Design Ma=nual - Subdivision Street Guide, in the location shown on the Application flans, Sl=eet 6 of 7
Constructions or justallation of all improvements required by this Proffer shall be completed and accepted by X"DO'T prior to
the records of the Owner or any s cossors in interest for the purposes of aas�g coraapiiana0 with this proffer.
the issuance ofthe first C..ertificate of Occupancy for Crew dwellings.
%3 County Option for Cash in Lieu of Affordable Units, if at any time prior to the County's approval of any preliminary site
plain or subd:zvisio n plat for the subject property which includes one or more for -sale affordable units, the Housing Office
informs the then -current owner/builder itl writing Haat it may not Have a gimllfaed purclaaser for one or Mort of the for -sale
Date of Proffer Signature: November 17, 2007
affordable dwelling units at the time that the flim -torrent owner/builder expects the units to be completed, and that the
housing in the owit of
ZMA 2007-0001
I
Flo
6 - 2A 56 -67B �+ P(i�'t1t�J�
�� Map _ �
D
planned to be affordable units, and the then -current owmer/builder shall have tlic right to sell the -units w4thout any
Q
restriction on sales price or income of the purchasers.
0 0
- 918.64 022.13 -'
DIMENSIONS ARE FOR REFERENCE ONLY
THIS PRINT DISCLOSES SUBJECTMATTER IN WHICH DRAWN BY ESC
MATERIAL
3136YEROMAAYE
ACTUAL DIMENSIONS MAY VARY
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
DUFORD, GA 30518
DIMENSIONS ARE IN INCHES
OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3846
TRANSFER, ORUCENSETHE USE OrTHE DESIGN OR
DUCTILE IRON
f
Hyl® last
PMN(770) 83&2443
PAX
GRATE MEETS H-20 LOAD RATING
TECHNICAL INFORMATION SHOWN HEREIN
on 'nyimpbm-uusvmm
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05
REVISEDBY. ESC
R'PRODUCTIONOFTHISPRINTORANYINFORMATICN
PROJECT
NO.AIAME
TITLE
It
PAINT: CASTINGS ARE FURNISHED WITH
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.13.19
18 N STANDARD GRATE ASSEMBLY. TYPE G
LOCKING 13 EVICE AVAILABLE UPON REOU EST SEE DRAWING NO.
ARTICLE HEREFROM,FOR THE DISCLOSURE TOOTHERS
7001-110-029
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPIAST. �aiotmcainsr' SIZE A
SCALE
7:10
SHEET 10Ft
DWG NQ 7007.110213
REY C
SETBACK =1.25"
{4,0° Sat4er Angle on Wall)
Expensed
wait
Height
Ground T Level.
Bury Depth
Leveling Pad
II NO SCALE
Tyeical Gravity irl/a11
with 28" Blocks
No Scale
Note:
Load Condition A Shown
(No Backslopa - No Surcharge)
Move Blacks Forward Outing
28" Top Block instailtion to Engage Shear
Knobs (Typical)
Ground Level
Frac Draining Backfill to Extend
at Least 12" Behind Wall
Non -Woven Ceotextile
Fabric (if specified)
' "�- ..... 28" Sofforn Black
�L`
Perforated Sock Drain
Crushed Stone
Leveling Pad
VEHICULAR/PEDESTRIAN PATH DIAGRAM
11 REVISED THE PAVEMENT DETAILS FOR THE PROJECT.
PRIME & DOUBLE
SEAL TOP COAT
8" COMPACTED
AGGREGATE BASE
COURSE, VDOT #21 B
TRAVEL LANES & PARKING PAVEMENT
(NO SCALE)
2" VDOT SM -9.5A ASPHALT
SURFACE COURSE
8" COMPACT
AGGREGATE BA
COURSE, VDOT #2
COMPACTED
SUBGRADE
PARKVIEW DRIVE PAVEMENT
(NO SCALE)
-
SUBGRADE
ZONING PROFFERS:
2> CAS*i PROFFER
Pursua=nt to Section 33.3 of the Albemarle County .Zoning Ordinance, the Owner hereby voluntarily prof 'er$ the conditions
listed below whkh shall be applied to the property, if rezoned with the offered, plasms approved for development, These
The Owner or his successor in interest shall co=ntribute a total of $286,200 cash to the County for the purpose of mitigating
conditions are proffered as a part of the requested rezoning and the Owner ackt owledges that die conditions are reasonable,
impacts from this development. The clash contribution slue. be used for uw%portattivn improvements, schools, libraries, fire
AFFORDABLE ABLE HOUSING
and reser, park's or any other public use serving Neighborhoods 4 & S as identified in the County='s adopted capital
The Owner shall provide four (1) residential dwelling units as affordablelncprasitrg for sale, The four ( units shall be
improvements Program,
Contributions shall be payable as follows:
eoanprised of one or moi o of'tbe followi=ng unit types: single-family attached housing, single-family detached or
i. For new market rate. attached townhcmckondominium units., $11, each for 14 units payable prior to or at the time of
multi -family condominiums. The Owner or his successor in interest reserves the sight to aclii e, doe four (4)
issuance ofthe buiWixng permit for each unfit.
affordable units in a variety of ways, utilizing the above mentioned unit types alone or in combination as outlined
ii. For new meet rate attached multifamily un ts; $12,400 each for 4 units payable prior to or at the time of issuance of the
below. The first subdivision plat or site plan for the property shall designate die four (4) lots or wins, as applicable,,
btailding permit for € h unit,
that will, subject to the terms and conditions of this proffer, that will be the affordable units as described. herein. The
fit. ;-or neer market rate d,etnhed single family units. $17,500 each for 4 unite payable prior to or at the timo of issuance of
Owner shall convey the responsibility of constructitag the affordable units to any subsequent purchaser Of The subject
the building pelt for each unit.
property. Tho ourreut Owner or subseque=nt Owner shall create units affordable to how-scholds with incomes less thaar
Annual Adjustme=nt of Cash Proffers. Be&ning January 1, 2008, the amount of each cash contribution required
eighty percent (801/16) of the area median income, such that housing costs cotnsisting Ofprinncipat interest, real estUtO
herein shall be adjusted ants lly until paid, to reflect any increase or decrease for the preceding calendar year in
taxes and homeovinefs insurance (PI'TI) do not exceed thirty percent (301,14) of'the gross household income, prosridod,
the Comparative Cost Multiplier, kgional City .Avcrage, Southeast Average, Category C. Masonry 13e
however, that in no eve=nt shall the selling price of such affordable units be more than sixty five percent (65%0 of die
Walls issued by Marshall 'valuation Service (a/k/a Marshall & Swift) (the "Index") or the most applicable
applicable Virginia Rousing Development Authority (VHDA) sales priceAosn limits for VB DA.fs first -Barre
Marshall & Swift index detertanineld by the Coamty if lour hall & Swift gases publication of the Index idevIdfied
homebuyer programs providod that the selling price shall not be required to be less than One Hu=ndred Ninety
hereirL in no event shall any cash contribution be adjusted to a,%= leas than the arraoO nt initially established by
Thousand Four Hundred Dollars ($190,400) at the beginning of the 913 -clay identification and qualification period
these proffers. The annual adjustment ment shall be made by multiplying the proffered cash eontifttion amount for
referenced below. The Ow=ner or his successor in interest may provide down payment assistance in the form of
secondary financi=ng to reduce the costs to the homebuyer, so that the resultant first mortgage and hC}uming costs
the preceding year by a fxactnorn, the tnurnerat r of which shall be the Index as of December Ito the year
preceding the calendar year most recently ended; and the denominator of which shall be the Index as of
remain at, or below, the parameters described above. All finarcial programs or instruments described above must be
December I in the preceding calendar year, For each cash conitributio n that is being paid in Werements, the
4ewptable to the primary mortgage tender,
unpaid. in�aental payn rots shall be correspondingly adjusted each year.
A. For Sale Affordable jLnits. All purchasers offor-sale affordable units shall be approve by the Albemarle Coutes Office
of Housing or its designee, The Owner shall provide the County or its designee a period of ninety (90) days to idomtify and
3 '1 �,�S TATit31�i 1511E8 'U ENIIllral'+ TS
A. Faris Viow Drive jMp_rgLtv.0ts. Iii order to MitigaWtmfTie impacts resulting from the Project, the Ow=ner kall design
pro -qualify ata. eligible purchaser for the affordable units. The 90 -day period shall COMMUCO UPOn written notice from the
and const et to standards established by the County Engiteer, in the location shown on the Application Plaza of Blue Ridge
Owner that the units will be available for sale. This notice shall not be given more than, one hundred twenty (120) days
Cohousing, met 6 of 7, dated Juane 25, 2007, last revised October 19, 2007, (heminafter# the ff-Applicarton Nan") a ptivate
prior to the anticipated receipt of the certificate of occupancy. If'th e County or its designee does not provide, a qualiiled
road upgrade of Parkview Drive. The improvements as slzvvvn on Sheet 4 sof 7 includes an eighteen (l lt) 3oot wide paved
pur'~-laser during this ninety (90) day period, the Owner shall have the tight to sell t1ae uWts without any restrictions on sales
price or income of.purchaser(s)t provided, ligwcver, that any units sold or leased without socia restriction shad nncvertheless
road and an eight (g) foot wide bike trail adjacent to the road. Construction of all improvements required bythis Proff'or
shall becompleted and accepted by the County Engineer prior to the issua=nce of the, &st Certificate of Occupancy for .new
be counted toward tho number of affordable units required to be p,.mvided pursuant to the terms Of this proffer. If these units
dwellings.
are sold; this proffer shall apply only to the first sale of each unit. Nothing herein shall precludo the then -current
Owner/builder from working with the County= Housing Department prior to the start o'f`tbc no7tifrcation periods described
R. Intie• g iiml rovements to Lark liew Drive/Route 246. The Owner shall design and construct to Virginia
Depa cent of Transportation road stwulards, an intersWiou that meets the requirements for road intersections as started in
herein in an effort to identify qualifying purchasers fo=r affordable units.
The Ccxtmty shall have the right, upon reasonable notice; :anad subject to all applicable privacy lames, to periodically un&p t
OT's Road Design Ma=nual - Subdivision Street Guide, in the location shown on the Application flans, Sl=eet 6 of 7
Constructions or justallation of all improvements required by this Proffer shall be completed and accepted by X"DO'T prior to
the records of the Owner or any s cossors in interest for the purposes of aas�g coraapiiana0 with this proffer.
the issuance ofthe first C..ertificate of Occupancy for Crew dwellings.
%3 County Option for Cash in Lieu of Affordable Units, if at any time prior to the County's approval of any preliminary site
plain or subd:zvisio n plat for the subject property which includes one or more for -sale affordable units, the Housing Office
informs the then -current owner/builder itl writing Haat it may not Have a gimllfaed purclaaser for one or Mort of the for -sale
Date of Proffer Signature: November 17, 2007
affordable dwelling units at the time that the flim -torrent owner/builder expects the units to be completed, and that the
housing in the owit of
ZMA 2007-0001
County will instead accept a icwh.contribution to the County to support affordable programs an
,Nineteen Thousand One Hundred Dollars ($19,100) in lieu of each affordable unit, tlren the thcrn-current cawneribuilde'
Haat
6 - 2A 56 -67B �+ P(i�'t1t�J�
�� Map _ �
shall pay sum cash contribution to the County pricer to obtatolug a cc fzcate, of occupancy dor floe unit Were origitnally
planned to be affordable units, and the then -current owmer/builder shall have tlic right to sell the -units w4thout any
restriction on sales price or income of the purchasers.
Owner Hate
�Ilk
` � I-' 'I 1117
SCOTT R. COLLINS
L c. Noo r�i
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In
PIPE DESIGN
n=0.013 for RCP n=0.012 for HDPE
Pipe Hydrology Pipe
i
(n
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i
m
i5
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N
rn
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C to LL > LL
Pipe run: Yard Drain 5- Outlet
0.80
YD5
YD4
0.04
0.80
0.032
0.032
5.00
6.67
0.21
0.21
640.40
639.25
62.0
0.01
0.0185
12
5.26
3.17
0.33
0.80
YD4
YD3
0.16
0.60
0.096
0.128
8.00
5.81
0.56
0.74
639.25
637.25
66.0
0.01
0.0303
12
6.72
5.57
0.20
0.80
YD3
YD2
0.33
0.45
0.149
0.277
8.20
5.76
0.86
1.59
637.25
636.75
40.0
0.01
0.0125
12
4.32
5.08
0.13
0.00
YD2
YD1
0.04
0.80
0.032
0.502
8.33
5.73
0.18
2.88
636.75
636.25
18.4
0.01
0.0272
12
6.36
7.89
0.04
0.80
YD1
YD1A
0.07
0.80
0.056
0.598
8.37
5.73
0.32
3.42
638.75
621.57
82.0
0.01
0.2095
12
17.67
17.14
0.08
0.00
YD1A
OUT
0.00
0.00
0.000
0.598
8.45
5.71
0.00
3.42
621.57
602.00
58.0
0.01
0.3374
12
22.42
20.45
0.05
0.60
Pipe run: Yard Drain 9 - Yard Drain 2
12
YD9
YD8
0.09
0.70
0.063
0.063
5.00
6.67
0.42
0.42
639.90
639.40
36.0
0.01
0.0139
6
0.72
3.79
0.16
6
YD8
YD7
0.06
0.50
0.030
0.093
5.16
6.62
0.20
0.62
639.40
638.90
18.0
0.01
0.0278
6
1.01
5.40
0.06
6
YD7
YD6
0.12
0.70
0.084
0.177
8.00
5.81
0.49
1.03
638.90
638.40
18.0
0.01
0.0278
8
2.18
6.14
0.05
8
YD6
YD2
0.02
0.80
0.016
0.193
8.05
5.80
0.09
1.12
638.40
636.75
38.0
0.01
0.0434
8
2.73
7.38
0.09
8
Pipe run: Yard Drain 17A - Outlet
4.34%
YD17A
YD17
0.57
0.45
0.257
0.257
8.00
5.81
1.49
1.49
635.50
633.00
105.0
0.01
0.0238
12
5.96
6.30
0.28
2.38%
YD17
YD16
0.45
0.45
0.203
0.459
8.28
5.75
1.16
2.64
633.00
632.26
112.0
0.01
0.0066
12
3.14
4.47
0.42
1 0.66%
YD16
YD15
0.00
0.00
0.000
0.459
8.70
5.65
0.00
2.64
632.26
631.33
36.0
0.01
0.0258
12
6.20
7.54
0.08
2.58%
YD15
YD14
0.00
0.00
0.000
0.555
8.78
5.63
0.00
3.13
631.33
629.90
51.8
0.01
0.0276
12
6.41
8.09
0.11
2.76%
YD14
YD13
0.00
0.00
0.000
0.555
8.88
5.61
0.00
3.13
629.90
629.53
49.7
0.01
0.0075
12
3.34
4.83
0.17
0.74%
YD13
YD12
0.00
0.00
0.000
0.555
9.05
5.57
0.00
3.13
629.53
628.72
107.5
0.01
0.0075
12
3.34
4.83
0.37
0.75%
YD12
OUT
0.00
0.00
0.000
0.619
9.42
5.49
0.00
3.40
628.72
605.60
64.0
0.01
0.3613
12
23.20
20.70
0.05
36.13%
Pipe run: Yard Drain 19 - Yard Drain 12
605.60
YD19
YD18
0.04
0.80
0.032
0.032
5.00
6.67
0.21
0.21
641.75
641.25
18.0
0.01
0.0278
6
1.01
4.08
0.07
641.25
YD18
YD12
0.04
0.80
0.032
0.064
5.07
6.64
0.21
0.43
641.25
628.72
75.2
0.01
0.1666
6
2.48
9.44
0.13
628.72
Pipe run: Yard Drain 21 - Yard Drain 15
YD21
YD20
0.09
0.80
0.072
0.072
5.00
6.67
0.48
0.48
640.00
j 639.50
j 30.0
0.01
j 0.0167
j 6
j 0.78
j 4.18
j 0.12
YD20
YD15
0.03
0.80
0.024
0.096
5.12
6.63
0.16
0.64
639.50
631.33
36.0
0.01
0.2269
6
2.90
11.65
0.05
Pipe run: Yard Drain 26 - Oulet
YD26
YD26
YD25
0.03
0.80
0.024
0.024
5.00
6.67
0.16
0.16
642.50
628.00
32.0
0.01
0.4531
12
25.98
8.50
0.06
YD25
YD25
YD24
0.02
F 0.35
0.007
0.031
5.06
6.65
0.05
0.21
628.00
627.66
36.0
0.01
0.0094
12
3.75
2.47
0.24
YD24
YD24
YD23
0.03
0.80
0.024
0.055
5.31
6.57
0.16
0.36
627.66
627.33
31.0
0.01
0.0106
12
3.98
3.12
0.17
YD23
YD23
YD23A
0.00
0.00
0.000
0.493
8.13
5.78
0.00
2.85
627.33
627.00
36.0
0.01
0.0092
12
3.70
5.17
0.12
YD23A
YD23A
YD22
0.00
0.00
0.000
0.493
8.25
5.75
0.00
2.85
627.00
616.50
54.0
0.01
0.1944
12
17.02
15.86
0.06
YD22
YD22
YD21
0.00
0.00
0.000
0.493
8.30
5.74
0.00
2.85
616.50
606.00
96.0
0.01
0.1094
12
12.76
13.06
0.12
YD21
YD21
OUT
0.09
0.80
0.072
0.565
8.43
5.71
0.41
3.23
606.00
605.00
6.0
0.01
0.1667
12
15.76
15.57
0.01
YD28
Pipe run: Yard Drain 28 - Yard Drain 23
YD28
YD27
0.57
0.60
0.3420.342
637.00
8.00
5.81
1.99
1.99
635.00
631.00
71.1
0.01
0.0563
8
3.11
9.43
0.13
YD27
YD23
0.12
0.80
0.096
0.438
8.13
5.78
0.56
2.53
631.00
627.50
7.4
0.01
0.4730
8
9.00
22.06
0.01
Pipe run: Yard Drain 11 - Yard Drain 1
YD11
YD10
0.02
0.80
0.016
0.016
5.00
6.67
0.11
0.11
641.25
640.50
32.0
0.01
0.0234
6
0.93
3.08
0.17
YD10
YD1
0.03
0.80
0.024
0.040
5.17
6.61
0.16
0.26
640.50
636.25
.56.0
0.01
0.0759
6
1.67
6.11
0.15
E
i - _ - , DRAINAG MAP- scALEs"=5U,
Structure
Area
(Acres)
Civ
t'
(Min.)
YD1
0.07
0.80
5.0
YD1A
0.00
0.00
5.0
YD2
0.04
0.80
5.0
YD3
0.33
0.45
8.0
YD4
0.16
0.60
8.0
YD5
0.04
0.80
5.0
YD6
0.02
0.80
5.0
YD7
0.12
0.70
8.0
YD8
0.06
0.50
5.0
YD9
0.09
0.70
5.0
YD10
0.03
0.80
5.0
YD11
0.02
0.80
5.0
YD12
0.00
0.00
5.0
YD13
0.00
0.00
5.0
YD 1.4
0.00
0.00
5.0
YD15
0.00
0.00
5.0
YD16
0.00
0.00
5.0
YD17
0.45
0.45
8.0
YD17A
0.57
0.45
8.0
YD18
0.04
0.80
5.0
YD19
0.04
0.80
5.0
YD20
0.03
0.80
5.0
YD21
0.09
0.80
5.0
YD22
0.00
0.00
5.0
YD23A
0.00
0.00
5.0
YD23
0.00
0.00
5.0
YD24
0.03
0.80
5.0
YD25
0.02
0.35
5.0
YD26
0.03
0.80
5.0
YD27
0.12
0.80
5.0
YD28
0.57
0.60
8.0
PROFILE GENERAL NOTES:
1. THE YARD DRAINS PROPOSED ARE HDPE, HOWEVER THE CONTRACTOR MAY
SELECT A VDOT APPROVED MATERIAL WITH ITS APPROPRIATE BACKFILL IN
LIEU OF THIS PIPE. ALL PIPES SHALL HAVE ADEQUATE STONE BACKFILL
COMPLIANT WITH VDOT REQUIREMENTS. A MINIMUM OF 12" OF COVER
OVER STORM PIPES MUST BE PROVIDED.
2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY
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.
3. ALL FILL MUST MEET 95% COMPACTION.
4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATER MAINS AND
SANITARY SEWER MAINS.
5. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5'
OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED.
6. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE
ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE
TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS.
7. SHOULD THE CONTRACTOR ELECT TO INSTALL HDPE PIPE, THE
CONTRACTOR SHALL INSTALL THE PIPE AND BACKFILL IN ACCORDANCE
WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE
STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND
BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES
AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING
CONSTRUCTION.
8. ALL YARD DRAIN INLETS & JUNCTIONS SHALL BE NYLOPLAST TYPE C 18"
STANDARD GRATE ASSEMBLIES, OR EQUIVALENT. SEE SHEET C3-03 FOR
DETAIL.
SCOTT R. COLLINS7'
J Lic. No. 0"'5791
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YARD DRAINAGE DESCRIPTIONS
STIR. NO.
STIR. NO.
DIA.
in.
LENGTH*
ft.
SLOPE
%
INVERT
IN
INVERT
OUT
MATERIAL
RIM*
ELEVATION
COMMENTS
YD5
642.90
12" MIN. COVER REQ'D
YD5
YD4
12
62.0
1.85%
640.40
639.25
HDPE
YD4
1
641.75
12" MIN. COVER REQ'D
YD4
YD3
12
66.0
3.03%
639.25
637.25
HDPE
YD3
639.75
12" MIN. COVER REQ'D
YD3
YD2
12
40.0
1.25%
637.25
636.75
HDPE
YD2
641.75
12" MIN. COVER REQ'D
YD2
YD1
12
18.4
2.72%
636.75
636.25
HDPE
YD1
642.00
12" MIN. COVER REQ'D
YD1
YD1A
12
82.0
20.95%
638.75
621.57
HDPE
YD1A
625.50
VDOT STD. IS -1 REQ'D
YD1A
OUT
12
1 58.0
33.74%1
621.57
602.00 1
HDPE
YD9
641.90
12" MIN. COVER REQ'D
YD9
YD8
6
36.0
1.39%
639.90
639.40
HDPE
YDS
641.90
12" MIN. COVER REQ'D
YD8
YD7
6
18.0
2.78%
639.40
638.90
HDPE
YD7
643.00
12" MIN. COVER REQ'D
YD7
YD6
8
18.0
2.78%
638.90
638.40
HDPE
YD6
641.90
VDOT STD. IS -1 REQ'D
YD6
YD2
8
38.0
4.34%
638.40
1 636.75
HDPE
YD17A
637.00
12" MIN. COVER RECD
YD17A
YD17
12
105.0
2.38%
635.50
633.00
HDPE
YD17
634.90
12" MIN. COVER REQ'D
YD17
YD16
12
112.0
1 0.66%
633.00
632.26 1
HDPE
YD16
635.33
12" MIN. COVER REQ'D
YD16
YD15
12
36.0
2.58%
632.26
631.33
HDPE
YD15
633.33
12" MIN. COVER REQ'D
YD15
YD14
12
51.8
2.76%
631.33
629.90
HDPE
YD14
631.90
12" MIN. COVER REQ'D
YD14
YD13
12
49.7
0.74%
629.90
629.53
HDPE
YD13
631.75
12" MIN. COVER REQ'D
YD13
YD12
12
107.5
0.75%
629.53
628.72 1
HDPE
YD12
631.75
12" MIN. COVER REQ'D
YD12
OUT
12
64.0
36.13%
628.72
605.60
HDPE
YD19
643.75
12" MIN. COVER REQ'D
YD19
YD18
6
18.0
2.78%
641.75
641.25
HDPE
YD18
643.90
12" MIN. COVER REQ'D
YD18
YD12
6
75.2
16.66%
641.25
628.72
HDPE
YD21
641.75
12" MIN. COVER REQ'D
YD21
YD20
6
30.0
1.67%
640.00
639.50
HDPE
YD20
641.75
12" MIN. COVER REQ'D
YD20
YD15
6
36.0
22.69%
639.50
631.33
HDPE
YD26
644.50
12" MIN. COVER REQ'D
YD26
YD25
12
32.0
45.31%
642.50
628.00
HDPE
YD25
630.50
12" MIN. COVER REQ'D
YD25
YD24
12
36.0
0.94%
628.00
627.66
HDPE
YD24
631.00
12" MIN. COVER REQ'D
YD24
YD23
12
31.0
1.06%
627.66
627.33
HDPE
YD23
633.25
12" MIN. COVER REQ'D
YD23
YD23A
12
36.0
0.92%
627.33
627.00
HDPE
YD23A
630.00
12" MIN. COVER REQ'D
YD23A
YD22
12
54.0
19.44%
627.00
616.50
HDPE
YD22
620.00
12" MIN. COVER REQ'D
YD22
YD21
12
96.0
10.94%
616.50
606.00
HDPE
YD21
609.25
12" MIN. COVER REQ'D
YD21
OUT
12
6.0
16.67%
606.00
605.00
HDPE
YD28
637.00
12" MIN. COVER REQ'D
YD28
YD27
8
71.1
5.63%
635.00
631.00
HDPE
YD27
632.75
12" MIN. COVER REQ'D
YD27
YD23
8
7.4
47.30%
631.00
627.50
HDPE
YD111
643.75
12" MIN. COVER REQ'D
YD111
YD10
6
32.00
2.34%
641.25
640.50
HDPE
YD10
643.25
12" MIN. COVER REQ'D
YD10
YD1
1 6
56.00
7.59%
640.50
636.25
HDPE
SCOTT R. COLLINS7'
J Lic. No. 0"'5791
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&,PARROT BRANCH
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Task
Frequency
Maintenance motes
Mowing of Berm
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{and filter strip, If
2 - 12 times f year
Frequency depends upon location and desired aesthetic appeal.
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Pruning
7 - 2 times l year
Nutrients in runoff often cause vegetation to flourish.
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Use shredded hardwood mulch. Certain mulches can float before
Mulching
1 - 2 times t year
they become wetted after prolonged dry conditions. Test any
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mulch before placing in the b}oretention cell,
Mulch removal
1 time/ 2 - 3 years
Mulch accumulation reduces available water storage volume.
Removal of mulch also Increases surface Infiltration rate of fill soil.
Watering
1 time 12 - 3 days for first 1
- 2 months. Sporadically
}f dro ught conditions occur, watering after the Initial year m ay be
law
after establishment
required.
i=ertliiza#Ion
1 time Initially
One time spot fertilization for "first year"' vegetation.
Remove and replace
1 time 1 year
Within the first year, 10 percent of plants may die, survival rates
dead plants
NEW WATER MAIN INSTALLATIONS SHALL. BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC
increase With time.
E
Inspection of
Initially, after several storm
events, !f initial Inspections
Check for signs of erasion and stabilize problem areas to minimize
contributing drainage
Indicate that the site is
indicate
sediment flow to the bioretent}on area. Check for trash or debris
area.
stabilized2 times 1 year,
accumulation and remove as necessary.
Miscellaneous upkeep
12 times i year
Tasks include trash collection, spot weeding, and
Inspectingima}nta}ning the overflow device.
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NOTES FOR CONNECTION TO RWSA SYSTEM AT PARKVIEW DRIVE AND THREE NOTCH'D ROAD. � ' ' i �i � a µ,r 3� � � ` � � � � 0
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I 32
RIVANNA WATER & SEWER AUTHORITY (RWSA) 1 } i i sN�EFLEE, LLCM .
�4. PARCEL 1, _634
GENERAL WATER & SANITARY SEWER NOTES
MARCH 2008
�i D,B,s 1Pc 45;.
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1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST 'VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS
ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. I F -
I r= MANHOLE
2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE W!TH w n I
RWSA IS REQUIRED PRIOR TO THE START' OF WORK,
� i�Rt�PG�D 2300 �Atl,4ldi _ � INY--630.7
DETAIL
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-$00-552-7001). DETAIL
SURGETANK {SHT C-04)
4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION.S1A' x°o
5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE I � f ��'
I c DETAIL SHT 04-04)
PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
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6) FOR SANITARY SEWER LINE CONSTRUCTI{3�N; RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DC3GH{}USE MANHflILES MUST BE PRESSURE jv
TESTED PRIOR TO CONNECTING TO THE SYSTEM.
7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL
UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR l -"
TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. } j '
8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING GRAPHIC SCALE I '
SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
30 C 30 sit BENC MARK
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RAIL ROAD:PIK3*
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NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND
MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE
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IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL
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BE PROVIDED FOR THE EXISTING PIPE, BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED.
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11)
NEW WATER MAIN INSTALLATIONS SHALL. BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC
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WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS -CONNECTION TO THE PUBLIC WATER
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ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE.
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APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT 'TY SEWER FOR
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The drawing, design, and digital files relating to this
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TREES ARE NOT PERMITTED IN THE, RWSA EASEMENT.
Dpt1t]CDi"aI
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3. ACCESS oPE.%4GS ARE To B£ STABGEREa FROM ONE SDE OF STRUCTURE'. TO THE
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4. SAFETY %,18 AfAY BE CAST-iN-PLACE OR PRECAST. CAST-114
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HORIZONTAL GRAPHIC SCALE
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APPROVED. DEPARTMENT OF COMMUNITY DEVELOPMENT
JOHN T. NEEL
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without GNI`s
written
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JOHN T. NEEL
T. # r
NO.
COMMENTS
DATE
FORCE MAIN
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HOOK CABLE/FLOAT BRACKET QE POLE
30 INCH BY 48 INCH HAWDAY
MODEL NO. S1R3048 ACCESS DOOR
UPPER GUIDE RAIL BRACKET--
VENT WIPE WITH #4 MESH
0.25 MIN.
NO SCALE
GUIDE RAILS 2 INCH
S.S. PIPE
RECOMMENDED 80' --/
HOPPER — BOTTOM\
RAIL SYSTEM
3/4 INCH ANCHOR
CPR Sm—\,,, fJ--CONTROL PANEL
F
PS SHALL, BE ZOELL..ER B1 HD SERIES MODEL NO.
P, SINGLE PHASE, 3" SOLIDS CAPACITY
IALS, INSTALLATION, AND TESTING SHALL BE TO
EQ SCAT REGULATIONS STANDARDS
PUMP STATION --- SECTION VIEW
1
VERTICAL 1 »- 10'
HORIZONTAL: 1" — 50'
VALVE BOX I 1
2500 GALLON SURGE TANK
(TYPICAL)
B" GAT€ VALVE'
ON INVERT PIPE TO
EMPTY SURGE TANK, '13'-10" x 7'-4"
NO SCALE IF NECESSARY
SURGE TANK
FLEXIBLE
COUPLING6* GATE VALVEON
4" GATE
INVWovr PIPE
VALVES DOOR FRAME
TRANSITION TO
Cm
PVC
fr
AVITY
E-
Fi
i
GRAVITY
SEWER
i! SCALE
PUMP STATION PLAN VIEW
NMI
1. ALL PIPE AND FITTINGS SHALL BE THE
SAME DIAMETER AS FORCE MAID.
2. DISCHARGE FROM FORCE MAIN SHALL BE INTO A POURED
MANHOLE INVERT AND SHALL BE DIRECTED TOWARDS
GRAVITY LINE LEAVING MANHOLE,
3. DROP PIPE AND FITTINGS SHALL BE DUCTILE IRON.
IF PVC IS TO BE USED: THEN STONE BACKFILL SHALL
BE CONCRETE.
Z'\
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C 4" FORCE MAIN :: » F�`4'=yy,`;.•'
45' BEND {TYP `i ' _• _ " � s'
45BEND (TYP) R `'+' ' ' �. V., ,
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CONCRETE :x"r `':+" y'; . 4 INVERT
FLEXIBLE MANHOLE
CONECTION
EXISTING MANHOLE
I FORCE MAIN/MANHOLE CONNEGTION �
DETECTOR TAPE
(12"--18" BELOW
FINISH GRADE)
NOTE:
WHERE FORCE MAIN CROSSES PARKVIEW
DRIVE, l=ORCEMAIN SHALL BE INSTALLED
WITHIN A 12" DUCTILE IRON CARRIER
PIPE WITH SPACERS. CASING PIPE SHALL
HAVE A MINIMUM 0,25" WALL THICKNESS
AND EXTEND A MINIMUM OF 5 FEET
OUTSIDE EDGE OF PAVEMENT.
NO SCALE
TYPIC& FORCE MAIN
—FINISH GRADE
—4 INCHES OF TOPSOIL
—SELECT BACKFILL IN 12"
LAYERS. COMPACTED TO
95X OF STANDARD PROCTOR
mm
FOR DUCTILE IRON OR SOR21
CARRIER PIPE, BACKFILL SHALL
BE No.57 STONE.
SELECT BACKFILL IN 6"
LAYERS. COMPACTED TO
95% OF STANDARD PROCTOR.
BEDDING MATERIAL;
4 INCHES BELOW PIPE,
COMPACTED TO 957* OF
STANDARD PROCTOR.
W—• FORCE MAIN SHALL BE
SDR21. PLASTIC PIPE SHALL
BE EQUIPPED WITH 1.2 GAUGE
TRACING WIRE, ATTACHED
UNDERNEATH, BANDED TO
PIPE EVERY 10 FEET WITH
PLASTIC TIES.
TWO TRACER WIRE ACCESS
BOXES SHALL BE INSTALLED:
ONE ADJACENT TO THE
VACUUM/ARV AT -STATION
13+75 AND A SECOND AT
STATION 18+50.
GE --11
TRENCH SECTION
APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT
NO. I COMMENTS DATA
FORCE MAIM
1 RELOCATION AND MISC. 0312512�ii5
�3 OWNER RSVISIONS 01711612015
ACSA REVISIONS 09/7412015
JOHN T. NEEL., PE
0- KEVIN D. CONNER, LA
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of Gay and
Neel, Inc, The
reproduction,
copying, or other use of this drawing
without GNI's
written
consent Is prohibited.
NO. I COMMENTS DATA
FORCE MAIM
1 RELOCATION AND MISC. 0312512�ii5
�3 OWNER RSVISIONS 01711612015
ACSA REVISIONS 09/7412015
JOHN T. NEEL., PE
0- KEVIN D. CONNER, LA
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NO. I COMMENTS DATA
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1 RELOCATION AND MISC. 0312512�ii5
�3 OWNER RSVISIONS 01711612015
ACSA REVISIONS 09/7412015
JOHN T. NEEL., PE
0- KEVIN D. CONNER, LA
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09/04/2015
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NOTES:
1, WATERLINE SHALL BE LAID WITH 36" OF COVER
THROUGHOUT, UNLESS A HIGH—POINT IN THE LINE WOULD
RESULT FROM DOING SO. A HIGH POINT REQUIRES
INSTALLATION OF AN AIR RELEASE VALVE, AS SHOWN
HEREON, HIGH POINTS SHOULD BE AVOIDED BY LAYING THE
LINE USING POSITIVE GRADE AS AN OBJECTIVE. THERE
SHOULD BE ONLY ONE AIR RELEASE VALVE NECESSARY FOR
THIS WATERLINE.
2, WATER MAIN DEPTH SHALL NOT EXCEED 42" IN COVER
UNLESS REQUIRED DUE TO CONFLICT.
10+00
10+50 11+00 11+50 12+00 12454
PRIVATE
W
WATERLINE fto
HORIZONTAL GRAPHIC SCALE
30 is 0 30
kmmmmmmmW FEET
10 5 0 10
VERTICAL GRAPHIC SCALE
APPROVED: DEPARTMENT OF COMMUNITY DEVELOPMENT
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project are the property of Gay and Neel, Inc. The
reproduction, copying, or other use of this drawing
without GNI's written consent is prohibited.
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Lic. No. 035780'
10/20/15
NP
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NO.
COMMENTS
DATE
COUNTY REVIEW
COMMENTS
06103=15
OWNER REVISIONS
0711612015
ACSA REVISIONS
09/04/2015
JOHN T. HEEL, PE
KEVIN D. CONNER, LA
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02/02/2015
1770.3
WATERLINE PROFILES
m
I'm
'iEl �III�I1i-.;PI.=1;I.-�.II��III=-1IiRII
PROPOSED WATER I "A„
PIPELINE
I (48* MIN.)
IF EXISTING OR PROPOSED
18" 9' MIN.
SEWER OR LATERAL IS NOT
MIN.
WATER QUALITY PIPE AS
INSTALL FULL LENGTH
APPROVED BY *AWWA* AND
S*
DIM. "B" I IS LESS THAN I8"
MIN.
INSTALL ,ONE FULL LENGTH
EQUAL DISTANCES FROM
(1L3* -20') OF DUCTILE IRON
a
(C 900) PIPE AS
(6* MIN.)
SHOWN I
GRAVEL
BEDDING
I
9' MIN. 9' MIN.
TRANSITION COUPLINGS
TO SUIT PIPE MATERIALS
WATER PIPELINE CROSSING
ABOVE SEWER OR LATERAL
SANITARY SEWER
OR *HOUSE*
LATERAL
WATERLINE CROSSING SANITARY SEWER
i. WDM ',MusT BE usm wmI ALL PI it CLASS 50 DUCTILE IRON PIPE 4* AND LARGER IN DIAMETER.
2. 'TEES WIT HI THE BRXNCH LEG OF 2* SHALL BE UM FOR ALL FORM I4WIQS LESS THAN a IN DIAMETER.
3. A 2*ETER PORT SHAH. BE PRCAIi = FROM T14E FORCE MAIN TO AIR/VAICUUM VALVE,
4' RIA. PRECAST WATER VALVE NON -WATERTIGHT FRAME u COVER
VAULT OR PRECAST MANHOLE r^ (LABELED SANITARY SEINER)
SECTION(S) IF OVER 4' (SEEP7
OR
205, `+'
I-025,
EQUAL
SS
Y•
If
N. ,
A
.Re
19" MIN.
COPPER
PIPING
a'
2" GATE VALVE
2* CORP. STOP °
SEWER FORCE MAIN--/
S* MINIMUM BEDDING
" ' NO. 57 STONE
AUTOMAT AIFACUUM
ELEASE ASSEM LY FdI� USE ON
CENTER OVER -
WATER PIPELINE
INSTALL ONE FULL LENGTH-
(
ENGTH•
OR"PVC's 900OF )CPIPE TILE IRON
AS SHOWN
SANITARY SEWER ]
OR *HOUSE* jJ
LATERAL
18" 9' MIN.
--' I.D.
MIN.
TRANSITION COUPLINGS
TO SUIT PIPE MATERIALS
INSTALL FULL LENGTH
$"
PIPE CENTERED ON POINT
OF CROSSING, I.e. JOINTS
MODEL
EQUAL DISTANCES FROM
Description PT Station Northing Easting
a
FLOW
DIRECTIONAL
er
i;
BY GOLDEN-
GRAVEL
BEDDING
NO SCALE
GE 25B
Start: 0+00.000
c ya
SANITARY L G� 1*5�� V
i. WDM ',MusT BE usm wmI ALL PI it CLASS 50 DUCTILE IRON PIPE 4* AND LARGER IN DIAMETER.
2. 'TEES WIT HI THE BRXNCH LEG OF 2* SHALL BE UM FOR ALL FORM I4WIQS LESS THAN a IN DIAMETER.
3. A 2*ETER PORT SHAH. BE PRCAIi = FROM T14E FORCE MAIN TO AIR/VAICUUM VALVE,
4' RIA. PRECAST WATER VALVE NON -WATERTIGHT FRAME u COVER
VAULT OR PRECAST MANHOLE r^ (LABELED SANITARY SEINER)
SECTION(S) IF OVER 4' (SEEP7
OR
205, `+'
I-025,
EQUAL
SS
Y•
If
N. ,
A
.Re
19" MIN.
COPPER
PIPING
a'
2" GATE VALVE
2* CORP. STOP °
SEWER FORCE MAIN--/
S* MINIMUM BEDDING
" ' NO. 57 STONE
AUTOMAT AIFACUUM
ELEASE ASSEM LY FdI� USE ON
CENTER OVER -
WATER PIPELINE
INSTALL ONE FULL LENGTH-
(
ENGTH•
OR"PVC's 900OF )CPIPE TILE IRON
AS SHOWN
SANITARY SEWER ]
OR *HOUSE* jJ
LATERAL
FOR DUCTILE IRON CARRIER PIPE
SELECT BACKFILL MAY BE PLACED
IN LIEU OF BEDDING MATERIAL.
PIPE MAY BE LAYED ON STABLE
UNDISTURBED EARTH.
MEN
FINISH GRADE
4 INCHES OF TOPSOIL
OR AS SHOWN
SELECT BACKFILL IN 12*
LAYERS, COMPACTED TO
95% OF STANDARD PROCTOR.
SELECT BACKFILL IN 6*
LAYERS, COMPACTED TO
95% OF STANDARD PROCTOR.
BEDDING MATERIAL:
4 INCHES BELOW PIPE,
4 INCHES ABOVE PIPE, &
COMPACTED TO 95% OF
STANDARD PROCTOR.
PVC CARRIER PIPE
21-B STONE WILL BE PLACED IN UTILITY TRENCHES UNDER PAVEMENT,
I TYPiGAL'' ITARY SEWER TRE CI
NOTE: MATERIALS AND FABICATION IN ACCORDANCE WITH ASTM 0478-72.
CONNECT PIPE OR COPPER
TUBING TO OUTLET AND
EXTEND UP 12". USE
d W-
1" AIR RELEASE
18" 9' MIN.
--' I.D.
MIN.
TRANSITION COUPLINGS
TO SUIT PIPE MATERIALS
INSTALL FULL LENGTH
$"
PIPE CENTERED ON POINT
OF CROSSING, I.e. JOINTS
MODEL
EQUAL DISTANCES FROM
Description PT Station Northing Easting
CENTERLINE
Northing Easting
TRENCH BACKFILL FOR WATER
BY GOLDEN-
PIPELINE INSTALLATION SHALL
BE WELL COMPACTED IN 6*
Start: 0+00.000
LAYERS, TO fir" ABOVE THE
ANDERSON
TOP OF THE SEWER,
740.626 333.318
WATER PIPELINE CROSSING
End: 10+96.393 998.287 489.343
BELOW SEWER OR LATERAL
FOR DUCTILE IRON CARRIER PIPE
SELECT BACKFILL MAY BE PLACED
IN LIEU OF BEDDING MATERIAL.
PIPE MAY BE LAYED ON STABLE
UNDISTURBED EARTH.
MEN
FINISH GRADE
4 INCHES OF TOPSOIL
OR AS SHOWN
SELECT BACKFILL IN 12*
LAYERS, COMPACTED TO
95% OF STANDARD PROCTOR.
SELECT BACKFILL IN 6*
LAYERS, COMPACTED TO
95% OF STANDARD PROCTOR.
BEDDING MATERIAL:
4 INCHES BELOW PIPE,
4 INCHES ABOVE PIPE, &
COMPACTED TO 95% OF
STANDARD PROCTOR.
PVC CARRIER PIPE
21-B STONE WILL BE PLACED IN UTILITY TRENCHES UNDER PAVEMENT,
I TYPiGAL'' ITARY SEWER TRE CI
NOTE: MATERIALS AND FABICATION IN ACCORDANCE WITH ASTM 0478-72.
CONNECT PIPE OR COPPER
TUBING TO OUTLET AND
EXTEND UP 12". USE
d W-
1" AIR RELEASE
CASING
PIPE DIA.
--' I.D.
12"
6*
VALVE SIMILARTO
$"
18*
.
MODEL
IOUTLETi
Description PT Station Northing Easting
Description PT Station
Northing Easting
BY GOLDEN-
Northing Easting
Start: 10+00.000 931.552 419.786
Start: 0+00.000
d
ANDERSON
d
740.626 333.318
End: 10+96.393 998.287 489.343
End: 0+36.460
710.839 256.243
End: 10+47.338 781.995 310.307
NIPPLE
I .
1" GATE VALVE---t----
ALVE -
Tangent Data
e
WATER
WATER MAIN
Length: 96.393 Course: N 46° 11' 11.4764" E
Parameter Value
Parameter Value
Parameter Value
Parameter Value
COUPLING
Length: 36.460
Course: S 84° 39' 54.3161"
E
Length: 47.338
Course: N 29° 05' 05.6506"
W
OR CARP.
I
B*
ST'DP.
Description Station
GRAVEL PIPE 1611
BED
Description Station
Northing Easting
End: 1 1+27.104 1000.323 519.986
PC: 0+36.460
710.839 256.243
4
J.
781.995 310.307
A'
RP: 770.579
261.822
RP: 806.300
354.002
Parameter Value Parameter Value
E
--6* BASE UNIT
4* GRAVEL
" BASE
PLACE CONCRETE BLOCK, ASTM C-139, OR POUR 12' x 8* CONCRETE
RING FOOTING TO SUPPORT CHAMBER, BUT LEAVE OPENING BELOW
PIPE. FILL SPACE INSIDE RING WITH CLEAN GRAVEL FOR DRAINAGE.
ELIMINATE CONCRETE FOOTING IF SOIL -D ROCK IS ENCOUNTERED.
INC SCAT FPREGAST CHAMBER FOR A. R. �. rF_,J
CASING SHALL EXTEND
BEYOND EDGE OF PAVEI
8' MAX.
1" DRAIN WfSCREEN TO
ATMOSPHERES OR 1 C.Y.
OF CLEAN STONE
r.. c..rsn esnsnrn
WITHIN iOF EACH
SIDE OF JOINT
THE WORD "SEWER"
CAST IN COVER
THOROUGHLY
COMPACTED
BEDDING
36"
MIN.
STEEL CASING- ' \
BRICK do MORTAR -
SEAL -- EACH END
'EEL CASING
14" WALL THICKNESS
CARRIER PIPE
1. CONCRETE SHALL BE 4000 PSI MINIMUM.
2.MANHOLE SHALL MEET CURRENT REQUIREMENTS OF
ASTM C-476 & ASTM A-515.
3. JOINTS SHALL BE SEALED WITH CONSEAL JOINT
SEALANT, OR EQUAL. 2 LAYERS REQUIRED,
4. ALL PIPE CONNECTIONS TO MANHOLE SHALL REMAIN
FLEXIBLE AFTER INSTALLATION PER MANUFACTURERS
RECOMMENDATIONS.
5. VOID UNDER PIPE CONNECTIONS SHALL, BE
GROUTED TO PREVENT PONDING,
6. DISTANCE FROM TOP STEP TO TOP OF
MANHOLE LID SHALL NOT
EXCEED 16".
7. MANHOLE STEPS SHALL BE NON -
SUP, POLYPROPYLENE COATED
STEEL, STEPS (OR INSERTS)
SHALL BE CAST IN PLACE.
CARRIER
PIPE DIA,
CASING
PIPE DIA.
4"
12"
6*
16"
$"
18*
10"
20*
12"
22"
VALVE BOX SHALL
BE EQUAL TO OR
BETTER THAN
MUELLER SERIES
NO. H. 10380
NO. 57 STONE
8. PROVIDE FLEXIBLE BOOT INSIDE DIAMETER
CONNECTIONS.
GROUT UFTING HOLES
WATER TIGHT
4* NO. 57 STONE
SLOPE 0 2"
PER FOOT
0,84
V MAX.
SPACER
II S c d4TYPICAL PRECAST MANHOLE
Alignment: ACCESS A
Alignment: SNAPDRAGON LANE
Alignment: TEABERRY LANE
Tangent Data
Tangent Data
Tangent Data
Description PT Station Northing Easting
Description PT Station
Northing Easting
Description PT Station
Northing Easting
Start: 10+00.000 931.552 419.786
Start: 0+00.000
714.229 219.941
Start: 10+00.000
740.626 333.318
End: 10+96.393 998.287 489.343
End: 0+36.460
710.839 256.243
End: 10+47.338 781.995 310.307
Tangent Data
Parameter Value Parameter Value
Tangent Data
Tangent Data
Length: 96.393 Course: N 46° 11' 11.4764" E
Parameter Value
Parameter Value
Parameter Value
Parameter Value
Tangent Data
Length: 36.460
Course: S 84° 39' 54.3161"
E
Length: 47.338
Course: N 29° 05' 05.6506"
W
Description PT Station Northing Easting
Curve Point Data
Curve Point Data
Start: 10+96.393 998.287 489.343
Description Station
Northing Fasting
Description Station
Northing Easting
End: 1 1+27.104 1000.323 519.986
PC: 0+36.460
710.839 256.243
PC: 10+47.338
781.995 310.307
Tangent Data
RP: 770.579
261.822
RP: 806.300
354.002
Parameter Value Parameter Value
E
PT: 0+71.317
717.578 289.945
PT: 10+81.662
815.194 304.799
Length: 30.710 Course: N 86° 11' 53.9324"
Circular Curve Data
Circular Curve Data
Alignment: ACCESS B
Parameter Value
Parameter Value
Parameter Value
Parameter Value
Tangent Data
Delta: 33° 17'
10.3854" Type: LEFT
Delta: 39° 19'
54.0108" Type: RIGHT
Description PT Station Northing Easting
Radius: 60.000
Radius: 50.000
Start: 10+00.000 995.986 486.946
Length: 34.857
Tangent: 17.936
Length: 34.323
Tangent: 17.869
End: 10+35.048 1030.829 490.730
Mid -Ord: 2.514
External: 2.623
Mid -Ord: 2.916
External: 3.097
Tangent Data
Chord: 34.369
Course: N 78° 41' 30.4912"
E
Chord: 33.653
Course: N 09° 25' 08.6452"
W
Parameter Value Parameter Value
Tangent Data
Tangent Data
Length: 35.048 Course: N 06° 11' 53.9323" E
Description PT Station
Northing Easting
Description PT Station
Northing Easting
Alignment: ACCESS C
Start: 0+71.317
717.578 289.945
Start: 10+81.662
815.194 304.799
Tangent Data
End: 2+01.505
778.600 404.946
End: 11+00.925
834.150 308.226
Description PT Station Northing Easting
Tangent Data
Tangent Data
Start: 10+00.000 884.595 558.549
Parameter Value
Parameter Value
Parameter Value
Parameter Value
End: 10+26.672 876.950 584.102
Length: 130.187
Course: N 62° 02' 55.2984"
E
Length: 19.263
Course: N 10° 14' 48.3601"
E
Tangent Data
Curve Point Data
Curve Point Data
Parameter Value Parameter Value
Description Station
Northing Easting
Description Station
Northing Easting
Length: 26.672 Course: S 73° 20' 38.3589" E
PC: 2+01.505
778.600 404.946
PC: 11+00.925
834.150 308.226
Curve Point Data
RP: 681.432
456.505
RP: 754.100
751.049
Description Station Northing Easting
PCC: 2+86.800
786.914 487.704
PCC: 12+06.753 935.130 339.068
PC: 10+26.672 876.950 584.102
Circular Curve Data
Circular Curve Data
RP: 903.296 591.984
Parameter Value
Parameter Value
Parameter Value
Parameter Value
PT: 10+37.949 875.992 595.258
Delta: 44° 25' 40.8469" Type: RIGHT
Delta: 13° 28'
28.4001" Type: RIGHT
Circular Curve Data
Radius: 110.000
Radius: 450.000
Parameter Value Parameter Value
Length: 85.296
Tangent: 44.922
Length: 105.829
Tangent: 53.160
Delta: 23° 29' 41.5304" Type: LEFT
Mid -Ord: 8.164
External: 8.819
Mid -Ord: 3.107
External: 3.129
Radius: 27.500
Chord: 83.175
Course: N 84° 15' 45.7218"
E
Chord: 105.585
Course: N 16° 59' 02.5600"
E
Length: 11.277 Tangent: 5.719
Curve Point Data
Curve Point Data
Mid -Ord: 0.576 External: 0.588
Description Station
Northing Easting
Description Station
Northing Easting
Chord: 11.198 Course: S 85° 05' 29.1241" E
PCC: 2+86.800
786.914 487.704
PCC: 12+06.753 935.130 339.068
Tangent Data
RP: 825.272
499.049
RP: 949.210
307.025
PT: 3+49.507
813.807 537.371
PT: 12+28.838
956.744 341.204
Description PT Station Northing Easting
Circular Curve Data
Circular Curve Data
Start: 10+37.949 875.992 595.258
Parameter Value Parameter Value
Parameter Value
Parameter Value
End: 10+77.660 880.721 634.687
Delta: 89° 49' 14.5042"
Type: LEFT
Delta: 36° 09'
07.7182" Type: LEFT
Tangent Data
Radius: 40.000
Radius: 35.000
Parameter Value Parameter Value
Length: 62.707
Tangent: 39.875
Length: 22.084
Tangent: 11.424
Length: 39.712 Course: N 83° 09' 40.1107" EMid-Ord::
11.672
External: 16.480
Mid -Ord: 1.727
External: 1.817
Chord: 56.480
Course: N 61' 33' 58.8932"
E
Chord: 21.720
Course: N 05° 38' 42.9009"
E
Alignment: ACCESS D
Tangent Data
Tangent Data
Tangent Data
Description PT Station
Northing Easting
Description PT Station
Northing Easting
Description PT Station Northing Easting
Start: 3+49.507
813.807 537.371
Start: 12+28.838 956.744 341.204
Start: 10+00.000 782.905 414.042
End: 4+83.477
942.156 575.770
End: 12+41.128
968.747 338.559
End: 10+10.000 792.130 410.181
Tangent Data
Tangent Data
Tangent Data
Parameter Value
Parameter Value
Parameter Value
Parameter Value
Parameter Value Parameter Value
Length: 133.970
Course: N 16° 39' 21.6412"
E
Length: 12.291
Course: N 12° 25' 50.9598"
W
Length: 10.000 Course: N 22° 42' 27.9690" W
Curve Point Data
Alignment: STARGAZER
LANE
Tangent Data
Description Station
Northing Easting
Description PT Station Northing Easting
Tangent Data
PC: 12+41.128
968.747 338.559
Start: 10+10.000 792.130 410.181
Description PT Station
Northing Easting
RP: 961.213
304.379
End: 10+31.677 811.167 420.549
Start: 10+00.000 834.620 708.915
55.9a3
982.121 332.448
Tangent Data
End: 10+25.977 845.061 685.128
P Circular Curve
Parameter Value Parameter Value
Tangent Data
Parameter Value
Parameter Value
Length: 21.677 Course: N 28° 34' 19.2949" EDelta:
Parameter Value
Parameter Value
24° 15'
07.0122" Type: LEFT
Length: 25.977
Course: N 66° 18' 06.0675"
W
Curve Point Data
Radius: 35.000
Description Station Northing Fasting
Curve Point Data
Length: 14.815
Tangent: 7.520
PC: 10+31.677 811.167 420.549
Description Station
Northing Easting
Mid -Ord: 0.781
External: 0.799
.
PC: 10+25977
845.061 685.128
RP: 826.584 392.240
RP: 986.075
747.024
Chord: 14.704
Course: N 24° 33' 24.4676"
W
PCC: 10+50.061 828.891 424.392
PT: 10+86.453
879.481 635.876
Tangent Data
Circular Curve Data
Circular Curve Data
Description PT Station
Northing Easting
Parameter Value Parameter Value
Parameter Value
Parameter Value
Start: 12+55.943 982.121 332.448
Delta: 32° 40' 31.8630" Type: LEFT
Delta: 22° 29' 59.9999" Type: RIGHT
End: 12+73.979 996.586 321.673
Radius: 32.235
Tangent Data
Length: 18.383 Tangent: 9.449
Radius: 154.000
Parameter Value
Parameter Value
Mid -Ord: 1.302 External: 1.356
Length: 60.476
Tangent: 30.633
Length: 18.036
Course: N 36° 40' 57.9753"
W
Chord: 18.135 Course: N 12° 14' 03.3634"
Mid -Ord: 2.959
External: 3.017
Chord: 60.088
Course: N 55° 03' 06.0676"
W
Curve Point Data
Description Station
Northing Easting
Description Station Northing Easting
Tangent Data
PC: 12+73.979
996.586 321.673
PCC: 10+50.061 828.891 424.392
Description PT Station
Northing Easting
RP: 1011.520
341.722
RP: 850.570 726.581
Start: 10+86.453 879.481 635.876
PT: 12+97.292
1018.723 317.782
PT: 11+52.410 930.273 434.287
End: 13+99.856 1105.677 418.949
Circular Curve Data
Circular Curve Data
Tangent Data
Parameter Value
Parameter Value
Parameter Value Parameter Value
Parameter Value
Parameter Value
Delta: 53° 25'
41.2400" Type: RIGHT
Delta: 19° 21' 21.6849" Type: RIGHT
Length: 313.404
Course: N 43° 48' 06.0676"
W
Radius: 25.000
Radius: 302.966
Curve Point Data
Length: 23.312
Tangent: 12.581
Length: 102.350 Tangent: 51.667
Description Station Northing
Easting
Mid -Ord: 2.668
External: 2.987
Mid -Ord: 4.312 External: 4.374
PC: 13+99.856
1105.677 418.949
Chord: 22.477
Course: N 09° 58' 07.3570"
W
Chord: 101.864 Course: N 05° 34' 28.2744" E
RP: 1102.216
415.340
Tangent Data
Alignment: PARKING LOT A
PT: 14+07.710
1105.825 411.880
Description PT Station
Northing Easting
Curve Point Data
Circular Curve Data
Start: 12+97.292 1018.723 317.782
Description Station Northing Fasting
Vaue
Parameter l
P
Parameter Value
t V l
End: 13+79.260 1097.215 341.401
PC: 10+00.000 919.608 332.591
Delta: 90° 00' 00.0000" Type: LEFT
Tangent Data
RP: 701.918 406.826
Radius: 5.000
Parameter Value
Parameter Value
PT: 11+03.115 930.273 434.287
Length: 7.854
Tangent: 5.000
Length: 81.968
Course: N 16° 44' 49.0736"
E
Circular Curve Data
Mid -Ord:: 1.464
External: 2.071
Parameter Value Parameter Value
Chord: 7.071
Course: N 88° 48' 06.0676"
W
Delta: 25° 41' 14.2027" Type: RIGHT
Tangent Data
Radius: 230.000
Description PT Station
Northing Easting
Length: 103.115 Tangent: 52.439
Start: 14+07.710
1105.825 411.880
Mid -Ord: 5.755 External: 5.902
End: 14+42.947 1081.436 386.448
Chord: 102.254 Course: N 84° 00' 49.2356" E
Tangent Data
Parameter Value
Parameter Value
Length: 35.236
Course: S 46° 11' 53.9324"
W
Curve Point Data
Descriptibn Station
Northing Easting
PC: 14+42.947
1081.436 386.448
RP: 1091.901
376.412
PCG: 14+58.270 1078.016 372.234
Circular Curve Data
Parameter Value
Parameter Value
Delta: 60° 32' 52.6049" Type: RIGHT
Radius: 14.500
Length: 15.323
Tangent: 8.464
Mid -Ord: 1.977
External: 2.290
Chord: 14.620
Course: S 76° 28' 20.2349"
W
Curve Point Data
Description Station
Northing Easting
PCC: 14+58.270 1078.016 372.234
RP: 198017.940
59630.405
PT: 14+63.327
1079.473 367.391
Circular Curve Data
Parameter Value
Parameter Value
Delta: 00° 00' 05.0724" Type: RIGHT
Radius: 205662.016
Length: 5.058
Tangent: 2.529
Mid -Ord: 0.000
External: 0.000
Chord: 5.058
Course: N 73° 15' 10.9265"
W
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AS NOTED
SHEET NO.
1,
IIILANDSCAPE NOTES: 1 ALL TREE AND GROUND CyVER PLANTING, SEEDING OR IIGRASSES, AND TREE STAKING SHALL BE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS AS JOINTLY ADOPTED BY THE �VIRGINIA CHAPTER OF THE IIL 7 R K VI Vv- AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, THE IVIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE IVIRGINIA NURSERYI VEN'S ASSOCIATION. 2. HANDLING AND STORAGE OF ALL PLANT MATERIALS ON THE TREELINE IICONSTRUCTION SITE SHAL� BE CONDUCTED IN ACCORDANCE IIIIr WITH THE AMERICAN STANDARD FOR NURSEY STOCK AND L THE ABOVE CITED SPECIFICATIONS. II...... . . . .
IIIII3. ALL SEEDING AND PLANTING SHALL BE DONE BETWEEN IIIIIAUGUST 15 AND OCTOBER �15, OR ALTERNATIVELY BETWEEN II
SITE LANDSCAPING PLANT SCHEDULE
SYMBOL
QUANTITY
SPECIES
COMMON NAME
CONDITION
CANOPY
TOTALCANOPY
CB
9
CARPINUIS BETULUS
HORNBEAM
1.5"-1.75" cal, b&b
177
1593
IGS
75
ILEX GLABRA'SHAMROCI('
IN KBERRY HOLLY
18"-24", 3 gal
N/A
N/A
TIC
8
TILIA CORDAWGREENSPIRE'LITTLELEAF
LINDEN
1.5" cal, b&b
249
1992
AR
8
PER RUBRUM
RED MAPLE
1.5" ca I
397
3176
TOTAL:
6761
EXISTING VEGETATION APPROXIMATE CANOPY = 72,630 SF
*CONTRACTOR MAY SUBSTITUTE OTHER FRUITTREE SPECIES
TOTA L CA N 0 P Y = 9,350 S F + 72,630 S F = 81,980,750 S F
CANOPY REQUIRED = 53,622.36 SF
I. ... . ..... ........ . ........ ... DATES WILL BE SUBJECT TO APPROVAL BY THE LANDSCAPE . . ...... I'T MARCH 15 AND MAY 1. SEEDING OR PLANTING AT OTHER ARCHITECT AND MAY REQUIRE SPECIAL PROCEDURES. IMITIGATION NOTES & PLANTING REQUIKEMENTS:
ItGENERAL NOTES:
4. ALL DISTURBED AREAS NO� OTHERWISE TREATED, ARE TO BE L IIII1 . THERE IS A WPO STREAM BUFFER ON THIS SITE, AS SHOWN ON THE PLANS. THE 100 WPO BUFFER SHALL BE II SPECIFIED ABOVE. 1-1 100' OFF THE EXISTING STREAM's BANKS OR 100' OFF THE LIMITS OF THE WETLANDS, WHICHEVER IS GR
EATER. III -,j 5, TREES DEPICTED HEREON �RE SHOWN WITH 20 YEAR F II2. ALL PROPOSED DISTURBED AREAS WITHIN THE 100' WPO STREAM BUFFER SHALL PROVIDE TWICE AS MUCH ICANOPY SPREAD. AREA FOR MITIGATION.
3. M111GATED AREAS SHALL BE PROTECTED BY MAINTENANCE AGREEMENTS, TO BE EXECUTED BY THE OWNER
6. ALL SLOPES GREATER THA� 3:1 SHALL BE PLANTED WI TH Ij IIPRIOR TO PLANTINGS.
CROWN VETCH. I0 IIII4. ALL MITIGATION PLANTINGS SHALL COMPLY WITH THE RIPARIAN BUFFERS GUIDANCE MANUAL BY CBLAD.
I5. DCR's RIPARIAN BUFFERS MODIFICATION & MITIGATION GUIDANCE MANUAL DEFINES A CANOPY TREE AS A I�N, 7, EXISTING TREES TO SHALL BE PROTECTED BY I. ... .. <
IIIITREE THAT REACHES 35' IN HEIGHT OR LARGER WHEN MATURE. THE MANUAL DEFINES AN LINDERSTORY TREE PLASTIC FENCING INSTALLED AT A DISTANCE IN FEET AWAY u z
IAS A TREE THAT MATURES TO A HEIGHT OF 12' TO 35'. A LARGE SHRUB IS DEFINED AS A SHRUB THAT LI) CO FROM DRIP LINE EQUAL TC OR GREATER THAN THE DIAMETER IIREACHES 10' OF HEIGHT OR GREATER AT MATURITY, AND A SMALL SHRUB IS DEFINED AS A WOODY PLANT
IIII O 10' OF HEIGHT AT MATURITY.
0 zo OF THE TREE TRUNK IN IN HES AT BREAST HEIGHT. 8. OWNER SHALL REPLACE A TREE THAT MAY DIE ISTREAM BUFFERITOTAL, I S,400 sf. THIS AREA INCLUDES THE RIPRAP SUMMARY OF AREAS: V) IOUTFALLS. (PRIOR PLANS WEREAPPROVED PROPOSED IMPACTED AREAS: 5,400sf OF STREAM BUFFER IS PROPOSED TO BE IMPACTED WITH THIS PLAN
AFTER SAID WARRANTY EXIPIRES, OWNER TO INSPECT II�WITH " 646 sf OF BUFFER IMPACTS REQUIRED MITIGATION: 10,800sf uj 39 IEMI—A ANY D PLANTING REQUIREMENT FOR EVERY 400sf (OR 20'x2O' SECTION) SHALL CONTAIN THE FOLLOWING: (MITIGATION I D' IIrT AREA < 0.25ac,)
IONE (1) 1j" — 2" CALIPER CANOPY TREE OR LARGE EVERGREEN AT A HEIGHT OF 6' Iui
40IGS ITWO (2) 11�' CALIPER UNDERSTORY TREES OR EVERGREENS AT A HEIGHT OF 4' OR IIIIIIJoe
IIONE (1) UNDERSTORY TREE AND TWO (2) LARGE SHRUBS AT A HEIGHT OF �-4'
IIIITHE REQUIREMENTS ABOVE EQUATE TO THE FOLLOWING MINIMUM MITIGATION PLANTINGS FOR THIS DEVELOPMENT: II2" CALIPER CANOPY TREES OR LARGE EVERGREENS AT A HEIGHT OF 6'
�4 "IS71ING L (27) 1 T CANOPY 15 IGS (54) 1j" CALIPER UNDERSTORY TREES OR EVERGREENS AT A HEIGHT OF 4' OR (27) UNDERSTORY TREES AND (54) LARGE SHRUBS AT A HEIGHT OF S-4' (81) SMALL SHRUBS OR WOODY GROUNDCOVER AT A HEIGHT OF 15"-18
IIIIIIV IILIJ -i IILn IT—i ...... ..... ...... -Z4\' Ln 2 CB # Z(I II..... ...... IL IIIIIIT IIILu
IIIIIIABLE IRANCH RAI I. -Y ALONG
WAND VAR TY III0 1D F R TY 1 N Lu
PUBLIC UTILI IIIEASEMENT IITP �j -T III3 GS I+ IIt co I0 200' 400' II Mrs uj r P Ico CONTRACTOR SHALL PROTECT IT Ir EXISTING GARDEN VEGETATION C"j IIIOTHER7-VEGETATION/TREES EXIST ON SITE THIAT IS NOT INCLUDED'IN IIIL THE CANOPY CALUCLATION. AMPLE CANOPY COVERAGE EXISTS ON 0 SUBJECT PROPER ITy. TC IIIi. L j
IIOWN FE II - , 7 7 I7 I `I7 �v '7 17 II71 V V V i fC CT) I\7 V �x 7/ V V V I6 9, 6 17 IV 17 ;x V �7 C\j -7 7 �,' �,T V �7 IIII�7 �J_ 7 V/ V -9. 77 `7 -7 1, ICountv of -Albemrle / T7 V — V V V. CL
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L 1 AR -v- I1) V 71 7� 9 `17 V IV vl"�z I> tion ]all C - To be placed on Landscape Plans Iconsel -7 �7 v� IV V I... . . . . ........
20' PUBLIC UTILITY andbook, no [11-284-11,1-297 for complete specifictions) III7 1 TC '7 7 7 7 7 i�l 7 V "I `7 `7 IEASEMENT I1. The followin� items sball be shown on the Man: loo'STRE
`77 If BUFFER (TYP.) I\7 III 7 V ITrees to be,saved IIIV �,' �7 %7 LU _j 0—
II0000 '7 117,17 7�� I E) Limits ofelearing[outside dripline of tree, to beaved), I< Location and type of protective fencing OZ W 7 It7 7 V C0
7 Ti V V 7 > 0 Pioposedtt�enoMiigort.iiiin,elill.,-be�,oiidthI s of clearing. 7 IMarldriggs: 2. IV .17' _�`5 AR tLI Alt trees to be 3mIed shall be inaiked ,viLh f or it oil at ieight clearly visible to equipment opeiator.s. i�7 V -�7 '7 ILI No giallinig sliall begin untitille tree illarki ras I s d and approved by a County hispectoi. 13 I �,.7 V.7 V 7 �, � V "'? 7 � , j V '�.' V 7 3. Pre-Constru ��,7 V 1,7 71 7, 7 17 71 17 17 7 7, IV 7 '�T 1 TC,� 7 '7 \/ 1.7 V '7 ,7 7, 7 -7 17 2% V 7 7 I7 Ii�7 `7 7 7 K1 V 71 4, Equipment Operation ind Stori ge: '�7 '7 0 7 7/ '7 1-1,�,avyoquil)ineTitveWctilariTafriegiidst(, �ge of consti ucti Oil n including 41 shall no [be p0l"alitted with in the dliplirlez� of trees 'i c- I.7 -AS LINI"_ V V IV �,7 �,' 17 17 �7 '71 V L, 7 -,�j to besi 7 I7 -'�7 I/ v v v v v �j ',71 7 -1 7 V V -AT0FR IV FC .11 DIC S. Soil Erosion and Stormwater Detention Devices: I �7 V V P OS Such devices shall not adversely affect tre s to be saved, 2 CIB I6. Fires: m LI F e�s are not permitted witi-lin too feet off ie linpline oftrees to be saved. Nil I IUA I IUN MAIN I 1114U�). �)tt'P/11 I IUA I IUN Toxic Materials: INJU I t:-') KtUU1Kt1V1t1\4 I �>- UN I�Hj> LI Toicinatienals shall not be stored within 00 feet of the driplitte of trees to be saved. 1 TC SHEET FOR PLANTING REQUIREMENTS. I8. Protective Fencine: 100� MINII,,/1111W Ll nees to be retained iAthru 40 feet of a pro osed.bitilding or grading activity shall be protected by fencing. oitio DRAIN E_
LIJ Fencing ��hal)t be in place an�d shall tie insp oted and approved bv,a Cou Impector prior to grading or comtruction. K
f A C F R O'MI BRANCH
ui -1028 PG. RM B, 54 9. Tree Wells: ILI
Isu�niiitted for approval- 41GS GAS LINE AS�-tk!OWN ON II14)� Tree Walls: I. ..... II�,>( W. M0f:;,R1`
TED U When the ground level must,be lov,eted w thin the dripline, a Tree to be -,aved, a tree wall be provided, and a construction detil 1 TC �E R, D A I subirrifted for approvaL '0� Lij
X pp� 11. Trenching and'funneling: t1g, s from the trunks 2 /1 When trenching is required within the lifill or c ea I be done far L oftree as possible, Tunneling IIt- -__ iv IL TI 0 Iunder a large tree ,,hall be, considered at tentative When it is aIlliCiPLIted that necessaly trenching Ivill deAroy feedei D Lij Lu
FlE -D CN 12. Clenuw R A �,,l 1-1 CK F C5 IProtective fencing shatl be [lie lastiteins r noveddunrig the filial clearitip- IIu (FROM 'I 0 2 8 Lu
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P& Lu 13. Dargaged Trees: I0 Lu C)
Darnaged trees A, be rrea tell i nimediatel, by prumr& for ti li zation or o Ih er methods t ecotTi mendod by a. Lt ee s 1. IJOB NO. f NOTE:ITISTHEDE' LOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION ,,QUIRFAIENTS. RE If I172133 Aj, IC 5/16/17 A M A IVI r� z- SCALE GRAPHIC SCALE IIOWNERSIGNATURY DTPAR( I20 '-? IIt B. 8 P('. 30 0 15 30 60 1 II t I 1 =30'
IIB, 6 CON'IRAC1 PURCHASER SIGNATURE DTIIng 1� n IISHEET NO.
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CONDUCTORS BY UTILITY IN 2" CONDUIT
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I JOHN T. NEEL, PE
KEVIN D. CONNER, LA
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1770.3
William R Jennings, Jr.
Consulting Engineering, PC POWER RISER DIAGRAM
2940 Perrowville Road
Forest, VA 24551 AND DETAILS
Phone: (434) 5257099
Fax: (757) 282-2636
Email: bjennin.gs@jenningspe.com
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The drawing, design, and digital files relating to this
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project are the property of Gay and Neel, Inc. The
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NO. COMMENTS DATE
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FOR (4) 5/8"0 STAINLESS STEEL
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William R Jennings, Jr.
Consulting Engineering, PC POWER RISER DIAGRAM
2940 Perrowville Road
Forest, VA 24551 AND DETAILS
Phone: (434) 5257099
Fax: (757) 282-2636
Email: bjennin.gs@jenningspe.com
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