HomeMy WebLinkAboutWPO201500017 Plan - VSMP 2015-03-27low I
TAX MAP PARCELS
CONTACT INFORMATION 076M 1- 00- 00 -002A0
REFERENCES
*BOUNDARY & TOPOGRAPHIC /ALTA SURVEY:
"ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC."
PREPARED BY: KIRK HUGHES AND ASSOCIATES
PROJECT NUMBER: 97 -159
DATED: MARCH 3, 1998
(REVISED JULY 8, 2003)
+GEOTECHNICAL REPORT:
"REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS."
PREPARED BY: ECS MID - ATLANTIC, LLC
PROJECT NUMBER: 28 :1552
DATED: MARCH 29, 2013
♦ZONING APPLICATION PLAN AMENDMENT:
"ZMA #2009 -001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET -AVON CENTER"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: MARCH 5, 2012
(REVISED AUGUST 31, 2012)
+FLOODPLAIN SPECIAL USE PERMIT:
"SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: SEPTEMBER 21, 2012
(REVISED DECEMBER 14, 2012)
+CRITICAL SLOPES SPECIAL EXCEPTION:
"CRITICAL SLOPES EXHIBIT"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: MARCH 5, 2012
♦WATER PROTECTION ORDINANCE.
"MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: DECEMBER 19, 2013
(REVISED APRIL 10, 2013)
*WATER PROTECTION ORDINANCE:
"WATER PROTECTION ORDINANCE PLAN - PHASE II FOR
FIFTH STREET STATION"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: DECEMBER 13, 2013
ROAD IMPROVEMENT PLAN:
"ROAD IMPROVEMENT PLAN FOR BENT CREEK PARKWAY"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: NOVEMBER 26, 2013
� nl A f 111IIMMf-1\ /C1I=K1 -r ni A AI"
"ROAD IMPROVEMENT PLAN FOR
FIFTH STREET AND BENT CREEK ROAD INTERSECTION"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: APRIL 26, 2013
GOVERNING AGENCIES
♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNIITY DEVELOPMENT
401 McINTIRE ROAD
CHARLOTTESVILLE, VA 22902
TEL :(434)296 -5832
FAX: (434) 972 -4126
UTILITIES
♦ ALBEMARLE COUNTY SERVICE AUTHORITY
168 SPOTNAP ROADi
CHARLOTTESVILLE, VA 22911
TEL: (434) 977 -4511
ISSUED FOB
CCONST�UCT1ON
SIGNATURE DATE SIGNATURE DATE
SIGNATURE DATE
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES
BEPC PROJECT #
REVISION DATE:
GENERAL NOTE'.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
0
076M 1- 00- 00 -004A0
07700 -00 -00 -011 EO
LOCATION OF SITE
NORTH OF INTERSTATE 64 BETWEEN
5TH STREET AND AVON STREET EXTENDED
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SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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LOCATION MAP
COPYRIGHT ADC THE MAP PEOPLE
PERMIT USE NO. 20602153 -5
SCALE: 1"=2000'
♦ OWNERS:
NEW ERA PROPERTIES, LLC
14254 CEDAR ROAD, APARTMENT 201
CLEVELAND, OH 44121 -3242
(216)624 -7667
AVON HOLDINGS, LLC
1209 NORTH ORANGE STREET
WILMINGTON DE 19801
♦APPLICANT:
RIVERBEND MANAGEMENT
321 EAST MAIN STREET, SUITE 201
CHARLOTTESVILLE, VA 22902
(434)245 -4932
CONTACT: ALAN TAYLOR
S.J. COLLINS ENTERPRISES
5B SOUTHWEST BROAD STREET
FAIRBURN, GA 30213
(770)692 -8300
CONTACT: DANIELS. TUCKER
OLIN MIIFIRWII,
28 BLACKWELL PIARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
CONTACT: DANIEL R. HINES, P.E.
INSPECTIONS DEPARTMENT
ALBEMARLE COUNTY SERVICE AUTHORITY
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT.
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT" OF HEAL
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DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
ARCHITECTURAL REVIEW BOARD._._. DATE:
FIRE AND RESCUE DEPARTMENT
DATE:
WE THE UNDERSIGNED, DEVELOPER(S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES
NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. APPROVAL OF
THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL
PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND /OR CERTIFICATES OF OCCUPANCY.
SHEET INDEX
CSHEET TITLE SHEET NUMBER
COVER SHEET
1
GENERAL NOTES
2A-B
EROSION AND SEDIMENTS CONTROL NOTES
3
OVERALL PLAN
4A -B --
EROSION AND SEDIMENT CONTROL PHASE 1A
5A -G
EROSION AND SEDIMENT CONTROL PHASE 1 B
6A -G
SEDIMENT BASIN DESIGN CALCULATIONS
�7
SEDIMENT CONTROL MEASURE CALCULATIONS
8
EROSION AND SEDIMENT CONTROL DETAILS
9
UNDERGROUND SPRING SYSTEM DESIGN —
10
SEDIMENT BASIN 3 - FIELD MODIFICATION
11
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GENERAL NOTE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
'ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I
ULI CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
FIELID MODIFICATION NOTES:
1. CONTRACTOR TO EXTEND EXISTING 30" CMP OUTFALL FOR SEDIMENT BASIN #3, CONNECTING INTO PROPOSED
MANIHOLE M1,
2. CONTRACTOR TO INSTALL 7T OF 30" CMP PIPE FROM M1 TO FACE OF WALL.
3. CONTRACTOR TO USE DETAIL SHOWN IN RETAINING WALL PLANS PREPARED BY CIRCEO GEOTECHNICAL
ENGINEERING TO PROPERLY INSTALL WALL AND GEOGRID AROUND OUTFALL PIPE. CIRCEO ENGINEERING HAS BEEN
NOTIIFIED OF THIS CHANGE AND HAS INCORPORATED 30" OUTFALL PIPE IN DESIGN.
4. AS THE WALL RISES WITH EACH LIFT, CONTRACTOR ALSO SHALL RAISE M1 IN SECTIONS AND SLOPE GRADES BACK
TO MI1, UTILIZING THIS STRUCTURE TO DRAIN AREA BELOW DAM. THIS SHALL BE UTILIZED UNTIL RETAINING WALL HAS
REACHED A HEIGHT THAT RUNOFF IS ABLE TO DRAIN BACK TO SEDIMENT BASIN #3.
5. ONCE WALL IS BROUGHT TO FINAL HEIGHT, SITE IS STABILIZED, AND SEDIMENT BASIN #3 IS NO LONGER NEEDED, 30"
CMP IOUTFALL TO BE CAPPED WITH BULKHEAD AT THE FACE OF THE WALL, FILLED WITH FLOWABLE CONCRETE, AND
VACATED.
40 20 10 0 4C0
1 "= 40'
NOTES
VIRGINIA UNIFORM CODING-SYSTEM
FOR EROSION AND SEDIMENT CONTROL PRACTICES
DROP INLET
SEDIMENT TRAP
FlOW
1
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.� 7,- ,
r_
r
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J
r_
FLOW
f
Flow
SEDIMENT —LADEN RUNOFF
AS
RE
• BUIIiED
MAX. SLOPE 2:
STORM WATER WITH
LARGER PARTICLES
REMOVED
DEPTH BELOW TOP OF INLET-
1
= 11 =7f�11 =114
J .
FI
1.
LARGER PARTICLES
SETTLE OUT
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS
ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF
MAINTENANCE ARE DESIRABLE.
Source: Michi4an Soil Erosion an Sediment
Control Guidebook, 1975, and USDA -SCS
1. SEE LINE TABLE ON SHEET 2A FOR PROPERTY LINE BEARINGS AND IDISTANCES.
2. SEE SHEET 4A FOR DEMOLITION LEGEND.
3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 7 AND 8.
4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION
AND BE REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN
FOR FIFTH STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS.
5. THE BMP MANHOLE SHALL BE PROTECTED THROUGHOUT THE SITE CONSTRUCTION TO
ENSURE THAT NO DEBRIS OR SEDIMENT GET INTO THE MANHOLE AND UNDERDRAIN SYSTEM.
111-39
3.07
�XCA VA TED
Plate 3.07 -4
REVISIONS
REV
DATE
COMMENT
BY
1
4/14/14
AMENDMENT I
DRH
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4
6/13/14
12/31/14
PER COUNTY
COMMENTS
ISSUED FOR
CONSTRUCTION
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FIELD MODIFICATION
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REV
DATE
COMMENT
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1
4/14/14
AMENDMENT I
DRH
2
5/15/14
PER COUNTY
COMMENTS
DRH
3
4
6/13/14
12/31/14
PER COUNTY
COMMENTS
ISSUED FOR
CONSTRUCTION
DRH
DRH
5
3/25115
FIELD MODIFICATION
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THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGiNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
(IN VIRGINIA, NAARYLAND• AND DELAWARE 811)
(WV 1- 800 - ,245- 4848) (PA 1- 800 - 242 -1776)
(VA 1 -800- 552 -7001) (AVID 1 -800- 257 -7777) (DE 1 -800- 282 -8555)
APPIROVED FOR
CONISTRUCTION
PROJECT No.: V122001
DRAWN BY: JLP /CBC'
CHECKED BY: DRH
DATE: 11/20/13
SCALE: 111=40'
CAD I. D.: EB4
PROJECT:
WATER. PROTECTION
1
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N��N CE
P]LA'N - PI-ASE I
AMENDMENT I - FIELD
MODIFICATION
FOIE
STY ��I����II''
STREET
STATION
LOCATION OF SITE
NORTH OF 164 BETWEEN
I
5TH STREET AND
AVON T
O STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
J
III-SHEET TITLE:
SEDIMENT
BASIN 3 e FIELD
MODIFICATION
SHEET NUMBER:
I I