HomeMy WebLinkAboutWPO201800009 Plan - E&SEROSION AND SEDIMENT CONTROL
SAF 301
NO & QUANTITIES
SAFETY FENCE
CE 3.02
PAVED CONSTRUCTION 7.600 S.F.
ENTRANCE W/ WASH RACK
�RS ifU
CONSTRUCTION ROAD N/A
SF 305 X X
STABIUTATION
SILT FENCE 5.120 LF.
IP 307 IP
INLET PROTECTION
ppV 3.12 ��0.
GIVERSON 1.930 LF.
Sp 314
SEDIMENT BASIN 5.166 CU. YD.
OP 3.18 oP
WRET PROTECTION
TS 3.31 TS
TEMPORARY SEEDING
PS
PS 332
MU 3.3a MU
PERMANENT SEEDING
MULCH
DUST CONTROL
TOTAL DISTURBED AREA = 26.43 ACRES
SITE DATA
OWNER / DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC CONTACT. GAVE BROCKMAN
1005 HEAHERCROFT CIRCLE SUITE 100 OLD TRAIL VILLAGE
PLAN PREPARER
CROZET VA 22932 CELL' (702)-M-9088
Oavegolatrai l village. con
GALE G ASSOCIATES
914 MO NIL
CHA LOTTICELLO ROAD
C TES VA. 22902
34) -.9
t434)-9n-0zgs
205
TAX MAP PARCEL NO:
A PORTION OF OSWO-01-00-DOOA1
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA-04-024 APPROVED ON SEPTEM9ER 14, 2005
USE
BLOCK 10:
25 SINGLE FAMILY ATTACHED UNITS
BLOCK 16
7 SINGLE FAMILY ATTACHED WITS
25 SINGLE FAMILY DETACHED WITS
BLOCK 17/I8:
26 SINGLE FAMILY ATTACHED WITS
6 SINGLE FAMILY DETACHED WITS
GROSS RESIDENTIAL
BLOCK 10 : 7.41 DWELLING UNITS PER ACRE
DENSITY:
BLOCK 16 193 ONELLIMG ITS PER ACRE
W
BLOCK 17/18 . 5.49 OMELLING WITS PER ACRE
PROPOSED
427. 900 S.F.
IMPERVIOUS AREA:
DISTURBED ACREAGE 27.13 AC
MAGISTERIAL DISTRICT.' MATE HALL MAGISTERIAL DISTRICT
STOWNATER MANAGEMENT: AS DEFINED BY THE OVERALL STORWRATER MASTER PLAN
MATERGE4 LICKING+DLE CREEK
OATUC
VERTICAL - NAVO B6 HORIZONTAL - WAS 63
CRITICAL SLOPES
NO CRITICAL SLOPES EXIST WITHIN THE PAO.ECT LINITS.
FLOCI LAIN
THIS PROJECT IS NOT LOCATED MI7HIN FLOOOPLAIN
LIMITS AS SOW ON FLOOD INSURANCE RATE MAP
COMM6INITY PANEL MAIM 510006 0237 D.
EFFECTIVE DATE.., FE JARY A. am.
LAMOSCAPIA&
SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, ANTES
AD EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al.
THE STREAM BUFFERS) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE MITH
THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
THIS SITE 15 NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS LOCATED WITHIN TIE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
OLD TRAIL VILLAGE
BLOCKS 10, 169 17/18, & 30
EROSION CONTROL PLAN
VICINITY MA4P
SCALE: 1 x- 1000 FEET
GENERAL EROSION AND SEDIMENT' CONTROL NOTES
ES-1: UNLESS OTHERWISE INOICATED. ALL VEGETATIVE AND STRUCNRA_ EROSION AND SEDIMENT CONTROL
PRACTICES WALL BE CONSTRUCTED AND MAINTNNED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTri31_ HANDBOOK AND VIRGINIA REGULATIONS
VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS
ES-2 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEE), PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK
PRIOR TO THE FINAL INSPECTION.
ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACID PRIOR TO OR AS THE FIRST STEP W
CLEARING.
ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MMNTNNED ON THE SITE AT
ALL TIMES.
ES--1 PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT UMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN
REVIEWING AUTHORITY.
ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTAUATICN OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DE -ERMINED BY THE PLAN RENEWING AUTHORITY.
ES-7: ALL DISTURBED ARES ARE TO DRAW TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
LAND DISTURBING ACTIVITIES AND DURING STE DEVELOPMENT UNTIL FINAL STABIUZATION HAS BEEN
ACHIEVED.
ES-&- DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE
ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEACIRES PERIODICALLY AND AFTER EACH
RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
LEGEND
EXISTING INTERMEDIATE CONTOUR ,.'--'-- ---.. _._-
EXISTING WATERLINE W/ TEE
EXISTING INDEX CONTOUR
PROPOSED WATERLINE W/ TEE
PROPOSED CONTOUR
EXISTING FIRE HYDRANT
EXISTING EDGE OF PAVEMENT - =X' = — -
PROPOSED FIRE HYDRANT
PROPOSED EDGE OF PAVEMENT
EXISTING WATER VALVE
EXISTING CURB AND CUTTER
PROPOSED WATER VALVE
PROPOSED CURB AND GUTTER 9
PROPOSED WATER METER
TRANSITION FROM CC-6 ROLL-TOP CG a R0. -TOP
EXISTING REDUCER
Fk-IV —
EXISTING STORM SEWER _.
PROPOSED REDUCER
PROPOSED STORM SEWER
HANDICAP RAMP (CG 12)
EXISTING SANITARY SEWER -0 --
HA
'T c ow -A
PROPOSED SANITARY SEWER
PARKING INDICATOR x vwuxc m.�¢s
PROPERTY UNE
BENCHMARK
EASEMENT UNE
CRITICAL SLOPE
CENTERLINE
�°ia' Y°am x �litlfm
UNITS OF CLEARING AND/OR GRADING
EXISTING SPOT ELEVATION
VEHICLES PER DAY COUNT
PROPOSED SPOT ELEVATION
PROPOSED STREET NAME SIGN
EXISTING TREE DRIP UNE
EXISTING SIGN
'--
EXISTING TREE
PROPOSED SIGN
SANITARY MANHOLE IDENTIFIER
18
PROPOSED TREE
STORM GRAIN STRUCTURE IDENTIFIER
SHEETINDEX
SHEET 1 —
COVER SHEET
SHEET 2 —
OVERALL PLAN
SHEET 3 —
EROSION CONTROL PLAN PHASE 1
SHEET 4 —
EROSION CONTROL PLAN PHASE 2
SHEET 5 ---
EROSION CONTROL NOTES & DETAILS
SHEET 6
- SEDIMENT BASIN PROFILE & DETAILS 1
SHEET 7 —
SEDIMENT BASIN PROFILE & DETAILS 2
SHEET 8 —
SEDIMENT BASIN PROFILE & DETAILS 3
SHEET 9 --
EROSION CONTROL NARRATIVE
;lSAyTH OP A79
WILUAM M. ;ABETTER
a -B
<xAA xJ<YOF
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING I ZONING
ENGINEERING
INSPECTIONS
ARCHfiECR1AL REVIEW BOARD
DEPARTMENT OF FIRE FESCUE
ALBEMARLE COUNTY BERMS AUTHORITY
VA DEPARTMENT OF TRANSPORTATION
REVISIONS
COUNTY COMMENTS
March 15, 2016
COUNTYCOMMENTS
May 13. 2016
COUNTY COMMENTS
May 23, 201 B
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Jan. 26, 2016
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8053
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SEE OLD TRAIL VILLAGE APPROVED
FINAL STORMWATER MASTER PLAN
/ - BY STANTEC DATED APRIL 25, 2016.
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REVISIONS
COUNTY COMMENTS
March 15, 2016
COUNTY COMMENTS
May 13. 2016
COUNTY COMMENTS
May 23, 2016
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Jan. 2S, 2018
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DRAINAGE AREA TO _`_
Ex SED•IDIT TRAP IR _. _ _. __ _ _ tiff,to
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NOTE
EXISTING INLET PROTECTION
\- SOIL TIFF 3703
BLOCKS
E 37D3 SOIL TYPE 25B
SNONN TO MATCH iJ, 14 ! IS
SOIL TYPE 4E ,
tee`• i+t'h ' \ •"'�e—Nc '�/, � 1 ". e9
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MWAM J LEDBETTER D.BKAE257> 1.
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SCALE 1' = 60'
- i I 634.00 I I 858.00
SEDIMENT TRAPS
DESCRIPTION
EX. ST1
EXST2
ST3
DRAINAGE AREA
30 AC
30 AC
30 AC.
WETVOLUME
2010 CY
2010 CY
201.0 CY
MY VOLUME
201.0
a 201 0 CY
201.0 CY
TOTAL VOLUME
4020 CY
402.0 CI
4020 CY
PROWVOLUME
428.0 G'Y
4280 CY
407.0 CY
SIZE (W)
36 a FT
36.6 FT
40.0 FT
T3.7 FT
1.7 FT
510 FT
(OG
40 FT
40 FT
8.0 FT
OUTL LRI TH
180 FT
16.0 FT
1-80 FT
BOTTOM TRAP a
5S W
m 00
6:A 00
WET VOL EL
037 B5
631 26
654 W
OR1'VOL EL
6N70
63375
65600
REVIBIONB
COUNTYT`OMMENTB
March 15, 2018
COUNTY COMMENTS
May 13, 2016
COUNTY COMMENTS
May 23, 201 B
WATE
Jan. 25, 2018
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FlLE NUMBER
7
6MEET
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