HomeMy WebLinkAboutWPO201500100 Plan - Stormwater 2015-12-03PROJECT DATA:
PROJECT NAME:
SITE ADDRESS'.
OWNER
DEVELOPER.
AGENT
CONTACT
TAX MAP:
INSTRUMENT#
ZONING:
W AIVERIVAR IANCE&PROFFERS'.
MAGISTERIAL DISTRICT:
WATERSHED:
CURRENT USE
PROPOSED USE
ADJACENT PROPERTY ZONING.
SITE AREA
MINIMUM LOT AREA:
NUMBER OF LOTS'.
GROSS RESIDENTIAL DENSITY:
MAXIMUM BUILDING HEIGHT'.
SETBACKSAND YARDS
FRONT'.
SIDE:
REAR.
FONTANA PHASE 4C
ANTHONY M. NICHOLS
ANTHONY M. NICHOLS
FONTANA LAND TRUST
605 FONTANA DRIVE
CHARLOTTESVILLE, VA 22911
TERRA ENGINEERING AND LAND SOLUTIONS. PC
2374 STUARTS DRAFT HIGHWAY
STUARTS DRAFT, VA 24477
PHONE 540. 9394591
FAY - 540;3375291
STEVE DRIVER
78E PARCEL A
OR ZEMA2011 -1
PROFFER ZMA 041B (APPROVED MARCH 19, 2008)
FRANCA
UPPER RIVANNA RIVER
VACANT
RESIDENTIAL, SINGLE FAMILY DETACHED
AT
17 15 ACRES (INCLUDES FONTANA DRIVE PLATTED BY HYLAND RIDGE)
10,000 SF (0.25 AG)
34
1.98 UNITS, ACRE
35'
25'
15'
20'
LEGAL REFERENCE:
DEED BOOK: 3003, PAGE 417
SECTION 2
AGO PRO
METER
TER VALVE MME
BELLU GE LANE R OLDW.
0.720 AC
/.
FHA V
STORMWATER POND 0.5.
0.611 AC
IRON PIN SET
TRAIL 0 .
0.100 AN
LOT A
1.198 AN
BOA ®
55'AW-
0263 AC
EASEMENT LIMITS
NORTH RESIDUE
8.393 AC (LOT A. NORTH OF 55
R WS
SOUTH RESIDUE
0.542 AS (LOT A. SOUTH OF 56
R GOT
' AREA RESERVED FOR DEDICATION
ON DEMAND BY THE COU NTV FOR
— — — —
A PUBLIC ROAD CONNECTION BETWEEN FONTANA AND CASCARA.
MH
LEGEND:
W
WATERLINE(EX PROP)
BOUNDARY / RIBHTOFWAYLINE
AGO PRO
METER
TER VALVE MME
IF
RCN PIN wu Nn
/.
FHA V
FIRE HYDRANT
Ls.
IRON PIN SET
YH
YARD HYDRANT
SETBACK LINE
BOA ®
OFF ASSEMBLY
EASEMENT LIMITS
IMUED:
SANITARY SEWER LINE OX PRIR1
CENTERLINE
S
coo
EANOUr —
— — — —
CONTOUR LE.: Ex. PROP)
MH
MANHOLE
— Fuov
DEGREE I DwwnoN OF SLOPE
$D
STORM LINE PROPOSED
} AAA N
SPOT ELEVATION
o
STORPS LINE EXISTING
HIP
REGI IPOINT
A AM
DROP INLET CURB DROP INLET
HE
LOW POINT
YEN
YARD DRAIN
DITCH
Di
DOWNSPOH
DITCH SWALE
OASUNE(EX I PROP)
WATER COURSE
Sol AGO
CASGALVEYMETER
BMA
NCHMARK
oHE
UNDERGROUND
GO 2
HEADER
ELECTRIC EX PROP)
ueDERC6oueD ELECTRIC 1ex;PROPI
ca -s
006
AAOTSTD.
voo s cu6sa TUTER
UTTE
PRO
UTILITY
G[3.12
- NDI0.PRAMP
IPO
LIGHT DOLE
we
HANDICAP PARKING SYMBOL
GUYS
GUi
DIP
DUCTILE IRON PIPE
EMo
ELECTRIC METER
Ri
REINFORCED CONCRETE PIPE
0
1ANJ8FORMER
AMC
CORRUGATED METAL PIPE
—GHT—
OVERHEAD UMMANICATINS(EX PROP .I
POLWIENSITY DRIDEPIPE
—UST
UNDERGROUND WMMUNICATIONS (EX /PROP.)
HvUVE
LURE
SITYPOLEEIHVLINEPIPE
EDO
UTILITY PEDESTAL
PEDESTAL
VITRIFIED
vrtRIREDOUVawE
FDA
FLARED END 9EC11DN
FEE
FINLSHED FLOOR ELEVATION
TBS
TO BE SAVED
TER
TO BE REMOVED
TAT
TO A TRANSPLANTED
ALBEM ARL E COUNTY, , Y IRGINIA
PREPARED BY:
TERRA ENGINEERING
AND
LAND SOLUTIONS
CIVILENGINEERS PLANTERS LANDSURVEI'OR
2379 STUARTS DRAFT IJIGERYAY STUARTS DRAFT, VIRGISIA 241I' /7
T'H, 540 - 3371591 FAX 540-337 -5291
DATE: I1 -25 -2015
VICINITY MAP
1 "- 2000'
STANDARDS & SPECIFICATIONS:
VIRGINIA DEPARTMENT OF TRANSPORTATION 1V.D.OT.) ROAD AND BRIDGE SPECIFICATIONS,
DATED 2007
VIRGINIA DEPARTMENT OF TRANSPORTATION (v D.O.T.) ROAD AND BRIDGE STANDARDS.. DATED
2001,
VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER
CONSERVATION. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THIRD EDITION. 1992
INSTITUTE OF TRANSPORTATION ENGINEERS OTE MANUAL).. TRIP GENERATION, PER EDITION
APPROVED
Dy h AF L c Hy
T r DEO 0. n LF,. -D tL I
GOT
lalocolw-
SHEET INDEX:
1 CIA) C0.1 Cover Sheet
2 C30 WRAP Grading Plan
NOTES,
1. PER WPO201500006 FOR FONTANA PHASE 4C SECTION 2 SWM DETAIL, AND SECTIONS 1 &2'.
ESC DETAIL, NOTES, TYPICAL DETAILS, AND CASCADIA CONNECTOR /LOT A DETAILS.
2. REF. THE FOLLOWING WPO201500006 PLAN SHEETS FOR DESIGN DETAILS: 002, C2.0, GO 0,
03.4, C3.6 GO 0, G53, C6 0. C6.1, C6 3, C6 4, C65, 06 6 C6
3. DETAILS OF DESIGN ON VSMP PLAN SI BETE LISTED AT 00 VNOTE 2 ARE VIRTUALLY
UNCHANGED WITH AMENDED PLAN DESIGNED TO ALLOW SECTION 1 TO PROCEED
INDEPENDENTLY.
4. SUGGESTED CONSTRUCTION SEQUENCE, C6.3, WP0201500006, IS REVISED WITH
WPO201500006 AMENDED IN THAT SECTION 1 WILL BE CONSTRUCTED PRIOR TO SECTION 2.
5. WPO201500006 AMENDED PROVIDES PHASE 4C SECTION I WATER QUANTITY DETENTION
SYSTEM. SECTION 1 PIPE DETENTION SYSTEM, IF REPLACED BY WPO201500006 SECTION 2
BONDED BIORETENTION FACILITY. NEED NOT BE BUILT.
6, WPO201 500 0 0 6 AMENDED PROVIDES OFAITE NUTRIENT CREDIT (VIA SAM BOND) TO SATISFY
WATER QUALITY REQUIREMENTS. OFFSITE NUTRIENT CHEDIT IS NOT REQUIRED ONCE
WPO201500006 SECTION 2 BIORETENTION FACILITY IS BONGED.
]. SECTION 2 VSMP DESIGN APPROVED WITH WP0201500006 PROVIDES SAM CONTROL FOR
SECTION 1. TO ALLOW SECTION 1 AND LOT A CASSABA CONNECTOR) TO PROCEED WITHOUT
BONDING SECTION 2. PLAN AMENDMENT IS NECESSARY.
8. SECTION I AN D LOT NCASCADIA CONNECTOR ESC AND SAM DESIGN FRED WP0201500006)
WILL BE BONDED WITH VSMP WP020150000B AMENDED PRIOR TO FONTANA PHASE 4C
SECTION 1 AND LOT A FINAL PLAT APPROVAL.
REVISIONS:
1, UAW2015 COUNTY COMMENTS
APPROVALS:
PLANNING
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E.SGINFECENG
DFILDLYF COUP
ASCII,
VDOT
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SCALE:
IMUED:
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DESIGN:
CITECKED:
RHV'IS1{JNS:
1 11: Y1115
30'.1NttCONMENTS
S FILET
ciao
1,N. 0831 1
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/
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` I IWPO GRADING PLAN
SCALE: 1 " -50'
GRAPHIC SCALE
50 0 25 50 too 22D
IN FEET )
1 inch -501L
UflIVEWAV SLOPES DO NOT EXCEE010
LOTS 12 -i 9 WILL REQUIRE PRIVATE PRVIs
!DE '
Z
J
1p
580
5]0
560
550
540
fii1 r I
f� ",
J f
-..Lx canoE� +-
/ PROP CaaoE
8 PVC PIPE
W/4.9 ORIFICE
90 LF - 60" cMP @ 1 AM/
ALUM. STEEL, TYPE 2
N L. DRIVER
DO 019933
Y50,
a
ISSUED; 11/25/2015
580
DRAWN: IF
z
DESIGN:
CI-1ECKI.Il: sl])
REVISIONS;
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ti
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CC
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W
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Zm
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4t
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in
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Ir
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qq'
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PE
/
c'
N L. DRIVER
DO 019933
Y50,
SCAT,P: .AS` 0JED
ISSUED; 11/25/2015
580
DRAWN: IF
DESIGN:
CI-1ECKI.Il: sl])
REVISIONS;
ZF�
1 1113115 cOUV1vcO13M WS
��a
CC
CC
P�..d\
0
O�J �
cn
C)
Z/
0
in
N L. DRIVER
DO 019933
Y50,
560
550
540
' 10 11 12
PROFILE VIEW
1 60" CMP DETENTION PIPE
2 SCALE R 1- 50', V 1- 10'
C10
IN 0331 2
SCAT,P: .AS` 0JED
ISSUED; 11/25/2015
580
DRAWN: IF
DESIGN:
CI-1ECKI.Il: sl])
REVISIONS;
570
1 1113115 cOUV1vcO13M WS
560
550
540
' 10 11 12
PROFILE VIEW
1 60" CMP DETENTION PIPE
2 SCALE R 1- 50', V 1- 10'
C10
IN 0331 2