HomeMy WebLinkAboutWPO201500005 Plan - VSMP 2015-03-271\D1 11N
LA/L.2L\CAPPIN..G
CONTACT
(CONTACT INF ORMATIOT
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 �, 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 - PHASE I FOR 5TH STREET STATION"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: DECEMBER 02, 2013 (REVISED 06/13/14)
♦WATER PROTECTION ORDINANCE:
"WATER PROTECTION ORDINANCE - PHASE II FOR 5TH STREET STATION"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: DECEMBER 13, 2013 (REVISED 10/23/14)
*ROAD IMPROVEMENT PLAN:
"ROAD IMPROVEMENT PLAN FOR BENT CREEK PARKWAY"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: NOVEMBER 26, 2013 (REVISED 10/01/14)
*FINAL SITE PLAN:
"FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: DECEMBER 13, 2013 (REVISED 10/30/14)
GOVERNING AGENCIES
♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT_
401 MciNTIRE ROAD
CHARLOTTESVILLE, VA 22902
TEL: (434) 296-5832
FAX: (434) 972-4126
UTILITIES
♦ ALBEMARLE COUNTY SERVICE AUTHORITY
168 SPOTNAP ROAD
CHARLOTTESVILLE, VA 22911
TEL: (434) 977-4511
GENERALNOTE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
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 COD S
01
#IST
TAX MAP PARCELS
076M 1 -00-00-002A0
076M1 -00-00-002B0
076M 1 -00-00-004A0
07700-001-00-011 EO
LOCATION OF SITE
NORTH OF INTERSTATE 64 BETWEEN
5TH STREET AND AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
li
I
0
LOCAT]ION MAP
P
COPYRIGHT ADCC THE MAP PEOPLE
PERMIT USE: NO. 20602153-5
SCALE: 1"=2000'
♦ OWNERS:
AVON HOLDINGS, LLC
1209 NORTH ORANGE STREET
WILMINGTON DE 19801
5TH STREET STATION VENTURES, LLC
5B SOUTHWEST BROAD STREET
FAIRBURN, GA 30213
(770)692-8300
CONTACT: DANIELS. TUCKER
*APPLICANT:
RIVERBEND MANAGEMENT
321 EAST MAIN STREET, SUITE 201
CHARLOTTESVILLE, VA 22902
(434)245-4932
CONTACT: ALAN TAYLOR
5TH STREET STATION VENTURES, LLC
513 SOUTHWEST BROAD STREET
FAIRBURN, GA 30213
(770)692-8300
CONTACT: DANIELS, TUCKER
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
www.BohlerEn,gineering.com
CONTACT: DANIEL R. HINES, P.E.
SHEET INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
I
GENERALNOTES
2
OVERALL DEVELOPMENT AREA
3
GRADING, EROSION /AND SEDIMENT CONTROL PLAN - PHASE 1
4
GRADING, EROSION /AND SEDIMENT CONTROL PLAN - PHASE II
5
EROSION AND SEDIMENT CONTROL NARRATIVE
6
EROSION AND SEDIMENT CONTROL DETAILS
7
LANDSCAPE PLAN
8
LANDSCAPE DETAILS
9
AppROVED
by tir A4bemltte Coln -
- y Development D P tment
Date � Z 7- Z v 1 -5 -
REVISIONS
ISSUED FOS
DATE
CONST1XD\-UCTIO' N
J
SIGNATURE DATE SIGNATURE DATE
2/6/15
SIGNATURE DATE
DRH
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
LL
FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES
DRH
BEPC PROJECT #
REVISION DATE:
REVISIONS
REV
DATE
COMMENT
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2/6/15
PER DEQ
COMMENTS
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2/6/15
PER DEQ
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2
3/18/15
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE
(IN VIRGINIA, MARYLAND, AND DELAWARE 811)
(VW 1-800-245 -4848) (PA 1-800-242-1776)
(VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V122001
DRAWN BY: JLP
CHECKED BY: DRH
DATE: 12/23/14
SCALE: AS NOTED
CAD I. D.: SDI
PROJECT:
WPO PLAN
LANDFILL
DFILL
CAPPING
FOR
5TH ST]�EET
STATION
LOCATION OF SITE
NORTH OF 1-64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
B (13- H L E R
ENGINEERING
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
www.BohlerEngineering.com
TN OF
V DANIEL R. HINES P
.p Lic. No. 043176
03/18/15 ®.4��
,QNAL j�G
SHEET TITLE:
COV EIRS H E ET
SHEET NUMBER:
HI
WPO 201500005
GENERALNOTE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
IORK 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 II
FULLCONFORMANCE WITH LOCAL REGULATIONS AND CODES
STANDARD ABBREVIATIONS
FOR ENTIRE PLAN SET
AC ACRES POG POINT OF GRADE
ADAAMERICANS WITH PROP PROPOSED
DISABILITY ACT
ARCH I ARCHITECTURAL I PT I POINT OF TANGENCY
BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB
RETURN
BF BASEMENT FLOOR PVC I POLYVINYL CHLORIDE PIPE
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
BK
ONSITE PROPERTY
_ _
s ��
LINE/ R.O.W. LINE
CUBIC YARDS
TBR
NEIGHBORING
BL
_ _
PROPERTY LINE /
- -
BLDG
INTERIOR PARCEL LINE
R
-
EASEMENT
- - -
RCP
LINE
FG
BENCHMARK
0
---__------
BRL
LINE
RET
RETAINING WALL
134.66'
RESTRICTION LINE
CURB AND GUTTER
I
CF
CONCRETE CURB &
GUTTER
SPILL CURB I TRANSITION CURB
RIGHT OF WAY
I I
CENTERLINE
S
SLOPE
CMP
DEPRESSED CURB AND GUTTER
SAN
SANITARY SEWER
-..---== ------
UTILITY POLE
GV
GATE VALVE
WITH LIGHT
CONNECTION
c--=-
POLE
c===----<=>
L19
LIGHT
107.58'
L20
TRAFFIC
04
L21
LIGHT
65.11'
0
UTILITY
O
L23
POLE
25.59'
9
TYPICAL
9
L25
LIGHT
65.58'
0
ACORN
0
LIGHT
-9-_
TYPICAL
-V�
SIGN
PARKING
�
Z&
COUNTS
ZL
--- --
-170
CONTOUR
190
-------------J6Q------------
LINE
187
SPOT
C516.00[TC-716
.00
T' 516
OR 516.4
ELEVATIONS
BC 515.55
mSAN
SANITARY
SAN
LABEL
#
STORM
LABEL
#
#
----SL
SANITARY SEWER
SL
LATERAL
y,,
UNDERGROUND
W
WATER LINE
E
UNDERGROUND
E
ELECTRIC LINE
C
UNDERGROUND
G
GAS LINE
�1
OVERHEAD
OH
WIRE
T
UNDERGROUND
T
TELEPHONE LINE
C
UNDERGROUND
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CABLE LINE
STORM
SEWER
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SANITARY
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SEWER MAIN
HYDRANT
Zf
SANITARY
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WATER
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MONITORING
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WELL
GENERALNOTE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
IORK 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 II
FULLCONFORMANCE WITH LOCAL REGULATIONS AND CODES
STANDARD ABBREVIATIONS
FOR ENTIRE PLAN SET
AC ACRES POG POINT OF GRADE
ADAAMERICANS WITH PROP PROPOSED
DISABILITY ACT
ARCH I ARCHITECTURAL I PT I POINT OF TANGENCY
BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB
RETURN
BF BASEMENT FLOOR PVC I POLYVINYL CHLORIDE PIPE
CONC
CONCRETE
STA I
POINT OF VERTICAL
BK
BLOCK PVI
STM
INTERSECTION
CY
CUBIC YARDS
TBR
POINT OF VERTICAL
BL
BASELINE PVT
TBRL
TANGENCY
BLDG
BUILDING
R
RADIUS
BM
BUILDING
RCP
REINFORCED CONCRETE PIPE
FG
BENCHMARK
0
DIAMETER
BRL
BUILDING
RET
RETAINING WALL
134.66'
RESTRICTION LINE
WALL
GF
CF
CUBIC FEET
R/W
RIGHT OF WAY
CL
CENTERLINE
S
SLOPE
CMP
CORRUGATED
SAN
SANITARY SEWER
GRT
METAL PIPE
GV
GATE VALVE
CONN
CONNECTION
SF
SQUAREFEET
CONC
CONCRETE
STA I
STATION
CPP
CORRUGATED
PLASTIC PIPE
STM
STORM
CY
CUBIC YARDS
TBR
TO BE REMOVED
DEC I
DECORATIVE
TBRL
TO BE RELOCATED
DEP
DEPRESSED
TC
TOP OF CURB
DIP
DUCTILE IRON PIPE
TELE
I TELEPHONE
DOM I DOMESTIC I TPF I TREE PROTECTION FENCE
ELEC I ELECTRIC I TW I TOP OF WALL
ELEV I ELEVATION I TYP I TYPICAL
EP I EDGE OF PAVEMENT I UG UNDERGROUND
ES I EDGE OF SHOULDER I UP I UTILITY POLE
EW
END WALL
W
WIDE
EX
EXISTING
W/L
WATER LINE
FES
FLARED END
W/M
WATER METER
LOD
SECTION
LOS
LINE OF SIGHT
FF
FINISHED FLOOR
±
PLUS OR MINUS
FH
FIRE HYDRANT
- -
DEGREE
FG
FINISHED GRADE
0
DIAMETER
G
GRADE
#
NUMBER
134.66'
GARAGE FLOOR (AT
S 38000'12" E
GF
DOOR)
S 31047'38" E
131.15'
GRADE HIGHER SIDE
GH
OF WALL
L14
S 13044'20" E
GRADE LOWER SIDE
GL
OF WALL
97.16'
GRT
GRATE
GV
GATE VALVE
S 35042'05" E
HIGH DENSITY
HDPE
POLYETHYLENE PIPE
65.32'
I HP I HIGH POINT
HOR
I HORIZONTAL
HW
HEADWALL
INT
INTERSECTION
INV
INVERT
LF
LINEAR FOOT
LOC
LIMITS OF CLEARING
LOD
LIMITS OF
DISTURBANCE
LOS
LINE OF SIGHT
LP
LOW POINT
L/S
LANDSCAPE
MAX I MAXIMUM
MIN I MINIMUM
MH
I MANHOLE
MJ
MECHANICAL JOINT
OC
ON CENTER
PA
POINT OF ANALYSIS
PC
POINT CURVATURE
SANITARY SEWER
POINT OF
W1
CSM
COMPOUND
PCCR
CURVATURE, CURB!
S 72033'39" E
RETURN
PI POINT OF
INTERSECTION
GENERAL DEMOLITION PLAN NOTES
1. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION.
2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS
AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE
IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF
SITE ACTIVITY.
3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO.
A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON. -SITE AND
AVAILABLE FOR REVIEW.
B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES
PRIOR TO SITE DISTURBANCE.
C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO
GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC.
WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS
OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES.
D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED
DURING ALL DEMOLITION ACTIVITIES.
E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR
ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR
SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE
BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY
REQUIREMENTS.
F. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS
MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES.
G. A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL
BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL
BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL,
STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS,
ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S
ENVIRONMENTAL CONSULTANT.
4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO
PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA
REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY.
5. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT,
SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING
ON-SITE OR OFF-SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL
ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE
REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION.
6. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT AC-TIVITIES,
DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF
DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.
7. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE
GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE
REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN
EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION
TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES.
8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IIN
CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE,
AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY
RIGHTS-OF-WAY.
9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,
STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMFITS MUST BE
RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY.
10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT
WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY.
11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN -THE AIR IN
ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE,
ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUISED BY THE
DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR
"PRE -DEMOLITION" CONDITION.
12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A
MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME,
13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE
REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS" ARE TO BE
IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE.
14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOILID WASTE)
SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE
CODES.
ALBEMARLE COUNTY GENERAL CONSTRUCTION
NOTES FOR EROSION AND SEDIMENT CONT ROIL
PLANS:
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND IONE
WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL
REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST
STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON 1THE
SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE
PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR
SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND
APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVE,D DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT
MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING;
ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE OODE OF
ALBEMARLE.
14, BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE
LIMITED TO THE HOURS OF 7:00AM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS
LATERAL SUPPORT, OR ORDER TO MiNIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO
ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES,
SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO
PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL
MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR
OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75
LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL
RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBSi/100SF.
ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCHI.
AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF 10-20-10
NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95%)
KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STTRAW
MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. AMY
DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS
ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL,
SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT
FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE
CLEANED AND REPAIRED IMMEDIATELY.
20, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 310 DAYS
OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY
THE COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF
APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS
AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE
SECTION 17-207B.)
GENERAL SITE PLAN NOTES
1. ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA
REQUIREMENTS.
2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS
AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE
CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY
ALL OF THE PERMITTING AUTHORITIES.
3. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS,
INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER
CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT
LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION
WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES.
4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.
5. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE
REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN
WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC.
6. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS.
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN
PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER
ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE
PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES.
8. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST
PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAUBUILDING PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING
UTILITY LOCATIONS.
10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS
MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN,
COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES.
11. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED
IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE
STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.
12. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT
TO PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE
APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT,
STRUCTURES, ETC. TO REMAIN, AND TO PROVIDE A SAFE WORK AREA.
13. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING
CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR
REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT
LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY
UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR SHALL BE EQUAL
TO OR BETTER THAN EXISTING CONDITIONS.
14. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN
SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
15. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE
WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF
RECORD
WHEN A CONFLICT IS IDENTIFIED.
16. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED
FOR SUCH PURPOSES.
17. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S
LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL).
ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND
ITS SUB -CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE
SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE
CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF
INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON
RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL
CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS
BOHLER ENGINEERING AND ITS SUB -CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR
COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY
WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS.
18. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER
ENGINEERING OR ITS EMPLOYEES AND SUB -CONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL
RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING,
BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES
NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY
REGULATORY AGENCIES. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO
EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION
WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE
INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE
GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE.
19. BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE
CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA,
WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF
CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE
CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR
CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. BOHLER ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE
PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A
SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE
ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE
FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF
BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING SHALL NOT BE
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED
ITEMS HAVE NOT BEEN RECEIVED.
20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF
THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE
CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS
AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON-BINDING MEDIATION UNLESS THE PARTIES
MUTUALLY AGREE OTHERWISE.
21. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT
SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL
INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION
IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB -CONSULTANTS, SUPPLIERS AND
FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE
RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS.
22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES
CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH
DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL
COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO
AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT
ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES
AND COSTS OF ANY NATURE RESULTING THEREFROM.
23. A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES
AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE CITY TRAFFIC ENGINEER.
ALBEMARLE COUNTY GENERAL cCONSTRUCTION
NOTES FOR STORMWATER MANAGEMENT PLANS:
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM
MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A
GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT
STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS
STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL
INSPECTOR.
GENERAL GRADING & UTILITY LITY -PLA N NOTES
1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH
LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL
OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE
ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS
UP GRADIENT. ALL PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD
VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER,
TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY
LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION
SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO
ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH
THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH
THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY BOHLER ENGINEERING 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 WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND
CODES.
4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE
REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING
REMOVED/RELOCATED DURING SITE ACTIVITY.
5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND
IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE
CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN
TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS.
6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT
BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING.
THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE
INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS
ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY
TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE
PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME.
7. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE
UTIILITY TO PROVIDE A COMPLETE WORKING SERVICE.
8. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL
NEW UTILITIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION
SPECIFICATIONS AND STANDARDS.
9. SITIE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL
I MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT.
BE (RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE S
ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT
AT "TIME OF PLACEMENT SHALL BE SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER,
REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE AREAS
WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND
SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT. SUB -BASE MATERIAL FOR
SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE
DEEMED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, SUB -BASE IS TO BE REMOVED AND FILLED WITH APPROVED
FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT.
10. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY
COMPANY SPECIFICATIONS.
11. THE: CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY
OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE
FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS
WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.
12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM
REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT
BE PERMITTED.
13. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED,
TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS.
14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT
ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MINIMUM SLOPE ALONG
ALL. ISLANDS, GUTTERS, AND CUR3S; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM ON ASPHALT, TO PREVENT
POINDING. ANY DISCREPANCIES THAT MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE
ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE
CONTRACTOR'S OWN RISK.
15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE
N&TED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL
CURBING CUT SHEETS PRIOR TO INSTALLATION.
16. REIFER TO SITE PLAN FOR ADDITIONAL NOTES.
17. IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE.
IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS.
18. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL
SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR
TO INITIATING WORK.
PROPOSED EASEMENT LEGEND
DIRECTION
SI__
DI
L1
SIGHT DISTANCE
T -
I
- -
STORM DRAIN
SS
- -
SANITARY SEWER
I M\
W1
CSM
- -
WATER
I
S 72033'39" E
PUBLIC ACCESS
D
- -
COMMON SHARED
IE
I
- -
INGRESS -EGRESS
p U
S 13014'20" E
PUBLIC UTILITY
VA
- - -
VARIABLE WIDTH S
LINE TABLE:
NUMBER
DIRECTION
DISTANCE
L1
S 25045'15" E
45.00'
L2
N 56052'33" E
56.84'
L3N
73044'05" E
70.94'
L4
S 85045'33" E
141.07'
L5
S 72033'39" E
61.33'
L6
S 50040'06" E
64.27'
L7S
35027'54" E
71.97'
L8
S 13014'20" E
89.00'
L9
S 34050'23" E
191.43'
L10
S 52019'19" E
134.66'
L11
S 38000'12" E
138.06'
L12
S 31047'38" E
131.15'
L13
S 36030'32" E
88.07'
L14
S 13044'20" E
90.00'
L15
S 48014'41" E
97.16'
L16
S 63°48'17" E
140.01'
L17
S 35042'05" E
148.05'
L18
S 60047'53" E
65.32'
L19
S 70036'05" E
107.58'
L20
S 49049'34" E
72.30'
L21
S 41013'10" E
65.11'
L22
S 87023'59" E
58.48'
L23
S 43013'50" E
25.59'
L24
S 84°32'05" E
17.79'
L25
N 65°22'01" E
65.58'
L26
N 52040'13" E
I36.90'
NUMBER
DIRECTION
DISTANCE
L27
N 63047'21" E
103.27'
L28
N 48051'09" E
117.87'
L29
N 72°21'31" E
40.36'
L30
N 62°10'58" E
62.92'
L31
N 34023'58" E
40.98'
L32
N 59024'00" E
43.08'
L33
N 45001'13" E
68.60'
L34
N 75043'43" E
25.27'
L35
S 67014'58" E
54.07'
L36
S 80020'49" E
42.45'
L37
N 70028'28" E
60.94'
L38
I S 41013'10" E
42.28'
L39
S 82017'53" E
75.19'
L40
N 51034'57" E
90.10'
L41
N 29055'52" E
94.32'
L42
N 63028'27" E
68.44'
L43
I N 43023'57" E
83.99'
L44
N 10040'38" E
78.62'
L45
N 35°00'11" E
151.39'
L46
N 18051'49" E
133.94'
L47
N 30037'56" E
135.46'
L48
N 72056'38" E
66.81'
L49
N 55014'43" E
129.56'
L50
N 57°39'54" E
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REVISIONS
REV
DATE
COMMENT
BY
1
2/6/15
PER DEQ
COMMENTS
DRH
2
3/18/15
PER COUNTY
COMMENTS
DRH
L'
THE FOLLOWING :STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE
(IN VIRGINIA, N4ARYLAND, AND DELAWARE 81 1)
(WV 1-800-,245-4848) (PA 1-800-242-1776)
(VA 1-800-552-7001) (MAID 1-800-257-7777) (DE 1-800-282-8555)
.40
APPROVED FOR
CONSTRUCTION
PROJECT No.: V122001
DRAWN BY: JLP
CHECKED BY: DRH
DATE: 12/23/14
SCALE: AS NOTED
CAD I. D.: SD1
PROJECT:
WPO PLAN
LANDFILL
FOR
5TH STXREET
STATION
LOCATION OF SITE
NORTH OF 1-64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
BOHLER
E NGINEERIN G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
N. www.BohlerEngineering.com Of
V DANIEL R. HINES y
.p Lic. No. 043176 �
k%%3lll8/15 ®.��-
NAl.0/0
SHEET TITLE:
�RCU
NOTES
I SHEET NUMBER:
p2A
WPO 201500005
0
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GENERAL NOTE
IIT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
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
120 60 30 0 120
1 1 1 1
1
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REVI
DATE
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BY
8 1
2/6/15
PER DEQ
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THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
(IN VIRGINIA, MAIRYLAND, AND DELAWARE 81 1)
(WV 1-800-246-4848) (PA 1-800-242-1776)
(VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555)
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LOCATION OF SITE
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SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
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M BOHLER
E N G I N E E R I N G
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28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
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EROSION CONTROL NARRATIVE
MINIMUM STANDARDS:
MS -1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED
WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
(UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE
LEFT DORMANT FOR MORE THAN ONE (1) YEAR.
ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION.
MS -2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FOR THE TEMPORARY PROTECTION
AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL
INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
ACTION: CONTRACTOR SHALL PROVIDE SILT FENCING AROUND THE BASE OF THE STOCKPILE AND USE
TEMPORARY SOIL STABILIZATION MEASURES NOTED IN MS -1 ABOVE.
MS -3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWIISE STABILIZED,
PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS
UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION.
MS -4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO
TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE
FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE I.
MS -5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS
IMMEDIATELY AFTER INSTALLATION.
ACTION: EARTHEN STRUCTURES SHALL BE STABILIZED USING TEMPORARY SOIL STABILIZATION MEASURES AS
NOTED IN MS -1 ABOVE.
MS -6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL
DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE C)F DRAINAGE AREA
AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.
b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN
OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF
A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A
MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR
DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH
CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
ACTION: THE BASINS AND TRAPS HAVE BEEN DESIGNED TO ACCOUNT FOR THE ENTIRE DRAINAGE AREA
CONTRIBUTING TO THEM. THE APPROPRIATE SIZING AND STORM CRITERIA HAVE BEEN USED IN THE DESIGNS.
MS -7: CUT AND FILL SLOPES SHALL BE ASSIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.
SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE
PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
ACTION: THE CONTRACTOR SHALL STABILIZE THE ULTIMATE CUT AND FILL SLOPES AS FINAL GRADES ARE
REACHED.
MS -8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITFHIN AN
ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
ACTION: THERE ARE NO PROPOSED CONCENTRATED FLOW AREAS WHICH ARE NOT STABILIZED.
MS -9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION .SHALL BE
PROVIDED.
ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL IDENTIFY AND ADDRESS ANY WATER SEEPAGE AREAS.
MS -10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED) OR OTHERWISE
TREATED TO REMOVE SEDIMENT.
ACTION: ACKNOWLEDGED.
MS -11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OIPERATIONAL,
ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE
INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
ACTION: ACKNOWLEDGED.
MS -12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIRVIIZE
ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATESTT EXTENT
POSSIBLE DURING CONSTRUCTION. NON -ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS
AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON -ERODIBLE COVER
MATERIALS.
ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE ANY ENCROACHMENT INTO
THE EXISTING STREAMS AND WATERCOURSES.
MS -13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX (6)
MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON -ERODIBLE MATERIALS SHALL BE
PROVIDED.
ACTION: ACKNOWLEDGED.
MS -14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
WATERCOURSES SHALL BE MET.
ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS
FOR LIVE WATERCOURSE CROSSINGS.
MS -15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN T"HE
WATERCOURSE IS COMPLETED.
ACTION: ACKNOWLEDGED.
MS -16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN
ADDITION TO OTHER APPLICABLE CRITERIA:
a. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME.
b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT
TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT IFLOWING
STREAMS OR OFFSITE PROPERTY.
d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MININVIIZE EROSION
AND PROMOTE STABILIZATION.
e. RE -STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
ACTION: ACKNOWLEDGED.
MS -17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE
MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE:. WHERE
SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED iFHOROUGHLY
AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND
TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY.AFTER
SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL
AS TO LARGER LAND -DISTURBING ACTIVITIES.
ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUICTION, PHASE I.
MS -18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE
AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING
FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FIURTHER
EROSION AND SEDIMENTATION.
ACTION: ACKNOWLEDGED.
MS -19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM
SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOWRATE OF
STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE
FOLLOWING STANDARDS AND CRITERIA:
a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN
ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES
WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE
OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.
b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:
GENERAL NOTE,
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
YORK 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
1CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND II`
FULL CONFORMANCEWITH LOCA i REGULATIONAND ODES
(1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN
THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN
QUESTION; OR
(2)
(a) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY THAT
STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS; AND
(b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR
STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS BY THE USE OF A TWO (2) YEAR STORM
TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS, AND
(c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY
THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.
c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE
NOT ADEQUATE, THE APPLICANT SHALL:
(1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN (10) YEAR STORM WILL NOT OVERTOP THE BANKS
AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR
(2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS CONTAINED
WITHIN THE APPURTENANCES; OR
(3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO
(2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE
PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS
INTO A MAN-MADE CHANNEL; OR
(4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE
WHICH IS SATISFACTORY TO THE PLAN -APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION.
d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
e. ALL HYDROLOGIC ANALYSES SHALL BE CASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE
ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT.
f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL
FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH
THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE
MAINTENANCE.
g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY
DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A
STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.
h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY
SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION
FACILITY.
j. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL,
COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT
PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT
PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN
ALL ENGINEERING CALCULATIONS.
k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH
MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER
WATERS OF THE STATE.
ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION XI. STORM WATER RUNOFF
CONSIDERATIONS.
EROSION & SEDIMENT CONTROL NARRATIVE
I. PROJECT DESCRIPTION:
THE SUBJECT SITE IS LOCATED IN CHARLOTTESVILLE BETWEEN THE INTERSECTION OF 5TH STREET AND BENT
CREEK ROAD AND AVON STREET EXTENDED IN ALBEMARLE COUNTY, VIRGINIA. THE ONSITE AREA OF FOCUS FOR
THIS PLAN IS THE LANDFILL AREA NEAR THE INTERSECTION OF THE PROPOSED BENT CREEK PARKWAY AND AVON
STREET EXTENDED. THE TOTAL AREA OF THE SITE IS 86.90 ACRES, WITH THE AREA OF FOCUS BEING
APPROXIMATELY 6.40 ACRES. THE PURPOSE OF THIS PLAN IS TO ALLOW FOR EXCESS MATERIAL FROM THE
CONSTRUCTION AREA ONSITE AS WELL AS MATERIAL FROM ANOTHER SITE NEARBY, AND TO BE PLACED ON THE
EXISTING LANDFILL, TO INCREASE THE LANDFILL CAP. THE PROJECT IS TO BE COORDINATED WITH THE ADJACENT
ONSITE CONSTRUCTION (APPROVED WITH THE FINAL SITE PLAN FOR 5TH ST. STATION - WEGMANS, WATER
PROTECTION ORDINANCE PLAN - E&S PHASE 2 AND SWM/BMP DESIGN FOR 5TH STREET STATION, AND ROAD
IMPROVEMENT PLAN - BENT CREEK PARKWAY) AND FILL IS TO BE PLACED AS NEEDED THROUGHOUT THE
CONSTRUCTION PROCESS. CONSTRUCTION IS ANTICIPATED TO TAKE THREE (3) YEARS. APPROXIMATELY 6.40
ACRES ARE PROPOSED TO BE DISTURBED WITH THIS PLAN.
II. EXISTING SITE CONDITIONS:
THE EXISTING SITE CONSISTS OF AN ABANDONED COMMUNITY LANDFILL, A STORAGE WAREHOUSE, AND
UNDEVELOPED FOREST. A QUARTER OF THE SITE CONSISTS OF CRITICAL SLOPES ABOVE 25%, THE TOPOGRAPHY
VARIES AND IS APPROXIMATELY 1% TO 68% SLOPE. THE DISTURBED AREA CURRENTLY DRAINS TO MOORES CREEK
ALONG THE NORTHERN EDGE OF THE SITE. THE ONSITE ENVIRONMENTALLY SENSITIVE AREAS INCLUDE CRITICAL
SLOPES, AN ABANDONED AND CAPPED LANDFILL, AND WETLAND AREAS. A CONSTRUCTION ENTRANCE HAS
PREVIOUSLY BEEN INSTALLED ON THE LANDFILL PARCEL WHICH LEADS TO A PREVIOUSLY CLEARED STAGING AREA
AND THE STREAM MITIGATION EFFORT WITHIN MOORE'S CREEK. AN EXISTING BRIDGE, DRIVE AISLE AND SMALL
DRIVEWAY EXIST AT THE CURRENT TERMINUS OF BENT CREEK ROAD.
III. ADJACENT PROPERTY:
THE SITE IS BORDERED TO THE NORTH BY MOORES CREEK AND RESIDENTIAL DEVELOPMENT, TO THE EAST BY
AVON STREET EXTENDED AND COMMERCIAL AND INDUSTRIAL DEVELOPMENT, TO THE SOUTH BY INTERSTATE 64,
AND TO THE WEST BY 5TH STREET AND COMMERCIAL DEVELOPMENT WITHIN THE CITY OF CHARLOTTESVILLE.
IV. OFFSITE AREAS:
THE PROPOSED PROJECT IS DESIGNED TO TAKE THE EXPORT MATERIAL FROM THE PRIMARY DEVELOPMENT AREA
AS WELL AS MATERIAL FROM A NEARBY SITE.
V. SOILS:
A GEOTECHNICAL STUDY HAS BEEN PERFORMED AND THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE
STANDARDS AND SPECIFICATIONS NOTED IN THE STUDY. SOILS DELINEATION HAS BEEN PROVIDED ON THE
EROSION CONTROL SHEETS.
VI. CRITICAL AREAS:
THERE ARE SEVERAL CRITICAL AREAS ON THE SITE. SEVERAL WATER COURSES INCLUDING MOORE'S CREEK
TRAVERSE THE SITE. WETLANDS AND MAPPED FLOODPLAINS EXIST ON THIS SITE. THE APPROPRIATE WETLAND
DISTURBANCE PERMITS AND FEMA CONDITIONAL LETTER OF MAP REVISION HAVE BEEN APPROVED BY THE CORPS
OF ENGINEERS AND FEMA. HOWEVER, THE FOCUS AREA OF THIS PLAN DOES NOT INCLUDE ANY OF THE CRITICAL
AREAS WITHIN THE LIMITS OF DISTURBANCE.
VII. EROSION AND SEDIMENT CONTROL MEASURES:
UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE
ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE.
SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING:
1. SILT FENCE - 3.05
A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS
DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE.
2. SUPER SILT FENCE - N/A
REINFORCED SILT FENCE TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS
DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE.
3. PERMANENT SEEDING - 3.32
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED.
ALL MATERIALS INDICATED ON THESE PLANS SHALL CONFORM TO THE SPECIFICATIONS AND INSTALLATION
GUIDELINES SET FORTH IN THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK (LATEST EDITION), AND THE
DETAILS AND SPECIFICATIONS SHOWN HEREIN.
VIII. SEQUENCE OF CONSTRUCTION:
LANDFILL CAPPING AREA - IMPORTANT: CONTRACTOR TO COMPLETE ALL EROSION AND SEDIMENT CONTROL STEPS
IDENTIFIED IN THIS PLAN AND IN PHASE IA, 16, AND PHASE 2 AS SHOWN IN THE 5TH STREET STATION - WPO PHASE 1
PLAN AND 5TH STREET STATION WPO/SWM PHASE 2 PLAN, PRIOR TO BEGINNING WORK IN THE LANDFILL CAPPING AREA.
1. INSTALL SUPER SILT FENCE AND ALL PERIMETER CONTROLS.
2. CLEAN AND REHABILITATE EXISTING SEDIMENT TRAPS.
3. AS GRADING FILL COMMENCES, TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION FOLLOWING THE
COMPLETION OF THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY OR ANY DISTURBED AREAS THAT ARE
SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE.
4. ONCE ROAD INFRASTRUCTURE IS INSTALLED AND OPERATIONAL, INSTALL INLET PROTECTION.
5. SEDIMENT TRAPS MAY BE REMOVED AND ADDITIONAL FILL ADDED, AS SHOWN WITH THE EROSION AND SEDIMENT
CONTROL PLAN - PHASE II ON SHEET 5.
6. PERMANENTLY STABILIZE AREAS TO BE VEGETATED IMMEDIATELY AFTER THEY ARE BROUGHT TO FINAL GRADE.
7. INSTALL PERMANENT VEGETATION PER LANDSCAPE PLAN.
IX. MAINTENANCE PROGRAM:
1. SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL, ANY REQUIRED REPAIRS
OR REPLACEMENTS SHALL BE DONE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER
EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER.
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS
SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
3. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS.
4. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE,
OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS.
5. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES.
6. MONITORING REPORTS WILL BE SUBMITTED TO THE CITY OF CHARLOTTESVILLE BY THE RESPONSIBLE LAND
DISTURBER.
X. STABILIZATION:
TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT
CONSTRUCTION. FINAL SEEDING AND SODDING INSTALLATION PER THE SPECIFICATIONS OF THE LANDSCAPE PLAN
WILL OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE.
XI. STORM WATER RUNOFF CONSIDERATIONS:
ALL STORM MANAGEMENT FACILITIES ARE PROPOSED AND APPROVED WITH THE WATER PROTECTION ORDINANCE
PLAN - E&S PHASE 2 AND SWM/BMP DESIGN FOR 5TH STREET STATION. PLEASE REFER TO WPO 201300079 FOR
MORE INFORMATION.
XII. CALCULATIONS:
CALCULATIONS FOR THE ULTIMATE WATER QUANTITY AND QUALITY CONTROL FOR THE DEVELOPMENT WERE
PROVIDED AND APPROVED WITH THE WATER PROTECTION ORDINANCE PLAN - E&S PHASE 2 AND SWM/BMP DESIGN
FOR 5TH STREET STATION. THESE INCLUDED THE QUANTITY AND QUALITY CALCULATIONS FOR ALL THREE (3)
UNDERGROUND DETENTION VAULTS AS WELL AS THE OUTFALL CALCULATIONS. IN ADDITION, CALCULATIONS WERE
PROVIDED FOR (2) SWM/BMP PONDS, INCLUDING INFORMATION FOR THE INDIVIDUAL POND ROUTINGS AND OUTFALL
COMPUTATIONS.
XIII. OTHER IMPORTANT NOTES:
1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL
TIMES.
2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING
AUTHORITY.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NOT SHOWN HEREON THAT ARE DEEMED NECESSARY BY THE APPROVING AUTHORITY AND/OR SITE
INSPECTOR.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING AND GRADING,
5. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER
EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. WATER TRUCKS SHALL BE UTILIZED IN THE EVENT
THAT A PUBLIC WATER SOURCE IS NOT AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE
STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A
CLEAN AND DUST -FREE CONDITION AT ALL TIMES.
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT
THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES.
7. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN
APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT
FILTER BAGS.
EROSION & SEDIMENT CONTROL TOTES
1. UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION).
2. FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE LATEST EDITION OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
3. ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND
GRADING.
4. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF
TEMPORARY VEGETATION COVER.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON-SITE AT ALL TIMES.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS
NECESSARY TO PREVENT POSSIBLE FUTURE OFF-SITE CONTAMINATION,
7. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY. ANY DAMAGED
CONTROLS SHALL BE REPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY.
8. THE CONTRACTOR MUST NOTIFY THE CITY ARBORIST OR LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION
OF ANY TREE PROTECTION OR PLANT MATERIAL.
9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN THOSE INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
10. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER
EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE
MEASURES NECESSARY TO ENSURE THAT ADJACENT STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE
CONDITION AT ALL TIMES,
11. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN
APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT
FILTER BAGS.
12. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING SITE WORK IN SUCH A MANNER AS TO PREVENT THE
WASHING OF ANY TOPSOIL OR DEBRIS ONTO THE ADJACENT PROPERTIES.
13. ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS
AFTER BACKFILL.
14. ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED
WITHIN 14 DAYS AFTER BACKFILL.
15. AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT
CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED,
16. WORK WITHIN THE WEST MAIN STREET RIGHT-OF-WAY SHALL BE PERFORMED IN A MANNER SO AS TO LIMIT THE
DISTURBANCE TO PUBLIC TRAFFIC INCLUDING PEDESTRIAN AND BICYCLE ACCESS.
ALBEMARLE COUNTY GENERAL CONSTRUCTION
NOTES FOR EROSION AND SEDIMENT -CONTROL
7D if A 1\\TQ
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR
TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND
VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL
TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING
AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
81. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
91. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 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.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVE,D DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BETAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS
ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE
SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF
ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE
HOURS OF 7:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16i. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY
THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE,
AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL
WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF
GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL
BY THE COUNTY EROSION CONTROL INSPECTOR.
18.. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL
GRADE LIMESTONE SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT
SEEDING SHALL BE APPLIEDAT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%
PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8CLBS/100SF.
ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19.. MAINTENANCE: ALL MEASUFES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR
CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN
50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN
NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING
SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20..ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL
SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL.
(WATER PROTECTION ORDINANCE SECTION 17-204G.)
22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE
DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B.)
REV
DATE
HSG
RATING
ERODIBILITY
NO. SOILS
NAME
SLOPE
21 B
CULPEPER FINE SANDY LOAM
2-7%
C
MODERATE
21C
CULPEPER FINE SANDY LOAM
7-15%
C
SEVERE
39D
HAZEL LOAM
15-25%
C
SEVERE
39E
HAZEL LOAM
25-45%
C
SEVERE
47C
LOUISBURG SANDY LOAM
7-15%
B
SEVERE
47D
LOUISBURG SANDY LOAM
15-25
B
SEVERE
48E
LOUISBURG STONY SANDY
25-45%
B
SEVERE
76
RIVERVIEW LOAM
15-25
B
SLIGHT
77
REVIERVIEW-CHEWADA COMPLE
25-45%
B
SLIGHT
88
UDORTHENTS, LOAMY
25-450/c
N/A
VI. CRITICAL AREAS:
THERE ARE SEVERAL CRITICAL AREAS ON THE SITE. SEVERAL WATER COURSES INCLUDING MOORE'S CREEK
TRAVERSE THE SITE. WETLANDS AND MAPPED FLOODPLAINS EXIST ON THIS SITE. THE APPROPRIATE WETLAND
DISTURBANCE PERMITS AND FEMA CONDITIONAL LETTER OF MAP REVISION HAVE BEEN APPROVED BY THE CORPS
OF ENGINEERS AND FEMA. HOWEVER, THE FOCUS AREA OF THIS PLAN DOES NOT INCLUDE ANY OF THE CRITICAL
AREAS WITHIN THE LIMITS OF DISTURBANCE.
VII. EROSION AND SEDIMENT CONTROL MEASURES:
UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE
ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE.
SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING:
1. SILT FENCE - 3.05
A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS
DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE.
2. SUPER SILT FENCE - N/A
REINFORCED SILT FENCE TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS
DURING CONSTRUCTION OPERATIONS IN ORDER TO PRESENT SEDIMENT FROM LEAVING THE SITE.
3. PERMANENT SEEDING - 3.32
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED.
ALL MATERIALS INDICATED ON THESE PLANS SHALL CONFORM TO THE SPECIFICATIONS AND INSTALLATION
GUIDELINES SET FORTH IN THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK (LATEST EDITION), AND THE
DETAILS AND SPECIFICATIONS SHOWN HEREIN.
VIII. SEQUENCE OF CONSTRUCTION:
LANDFILL CAPPING AREA - IMPORTANT: CONTRACTOR TO COMPLETE ALL EROSION AND SEDIMENT CONTROL STEPS
IDENTIFIED IN THIS PLAN AND IN PHASE IA, 16, AND PHASE 2 AS SHOWN IN THE 5TH STREET STATION - WPO PHASE 1
PLAN AND 5TH STREET STATION WPO/SWM PHASE 2 PLAN, PRIOR TO BEGINNING WORK IN THE LANDFILL CAPPING AREA.
1. INSTALL SUPER SILT FENCE AND ALL PERIMETER CONTROLS.
2. CLEAN AND REHABILITATE EXISTING SEDIMENT TRAPS.
3. AS GRADING FILL COMMENCES, TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION FOLLOWING THE
COMPLETION OF THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY OR ANY DISTURBED AREAS THAT ARE
SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE.
4. ONCE ROAD INFRASTRUCTURE IS INSTALLED AND OPERATIONAL, INSTALL INLET PROTECTION.
5. SEDIMENT TRAPS MAY BE REMOVED AND ADDITIONAL FILL ADDED, AS SHOWN WITH THE EROSION AND SEDIMENT
CONTROL PLAN - PHASE II ON SHEET 5.
6. PERMANENTLY STABILIZE AREAS TO BE VEGETATED IMMEDIATELY AFTER THEY ARE BROUGHT TO FINAL GRADE.
7. INSTALL PERMANENT VEGETATION PER LANDSCAPE PLAN.
IX. MAINTENANCE PROGRAM:
1. SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL, ANY REQUIRED REPAIRS
OR REPLACEMENTS SHALL BE DONE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER
EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER.
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS
SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
3. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS.
4. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE,
OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS.
5. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES.
6. MONITORING REPORTS WILL BE SUBMITTED TO THE CITY OF CHARLOTTESVILLE BY THE RESPONSIBLE LAND
DISTURBER.
X. STABILIZATION:
TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT
CONSTRUCTION. FINAL SEEDING AND SODDING INSTALLATION PER THE SPECIFICATIONS OF THE LANDSCAPE PLAN
WILL OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE.
XI. STORM WATER RUNOFF CONSIDERATIONS:
ALL STORM MANAGEMENT FACILITIES ARE PROPOSED AND APPROVED WITH THE WATER PROTECTION ORDINANCE
PLAN - E&S PHASE 2 AND SWM/BMP DESIGN FOR 5TH STREET STATION. PLEASE REFER TO WPO 201300079 FOR
MORE INFORMATION.
XII. CALCULATIONS:
CALCULATIONS FOR THE ULTIMATE WATER QUANTITY AND QUALITY CONTROL FOR THE DEVELOPMENT WERE
PROVIDED AND APPROVED WITH THE WATER PROTECTION ORDINANCE PLAN - E&S PHASE 2 AND SWM/BMP DESIGN
FOR 5TH STREET STATION. THESE INCLUDED THE QUANTITY AND QUALITY CALCULATIONS FOR ALL THREE (3)
UNDERGROUND DETENTION VAULTS AS WELL AS THE OUTFALL CALCULATIONS. IN ADDITION, CALCULATIONS WERE
PROVIDED FOR (2) SWM/BMP PONDS, INCLUDING INFORMATION FOR THE INDIVIDUAL POND ROUTINGS AND OUTFALL
COMPUTATIONS.
XIII. OTHER IMPORTANT NOTES:
1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL
TIMES.
2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING
AUTHORITY.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NOT SHOWN HEREON THAT ARE DEEMED NECESSARY BY THE APPROVING AUTHORITY AND/OR SITE
INSPECTOR.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING AND GRADING,
5. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER
EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. WATER TRUCKS SHALL BE UTILIZED IN THE EVENT
THAT A PUBLIC WATER SOURCE IS NOT AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE
STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A
CLEAN AND DUST -FREE CONDITION AT ALL TIMES.
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT
THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES.
7. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN
APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT
FILTER BAGS.
EROSION & SEDIMENT CONTROL TOTES
1. UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION).
2. FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE LATEST EDITION OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
3. ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND
GRADING.
4. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF
TEMPORARY VEGETATION COVER.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON-SITE AT ALL TIMES.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS
NECESSARY TO PREVENT POSSIBLE FUTURE OFF-SITE CONTAMINATION,
7. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY. ANY DAMAGED
CONTROLS SHALL BE REPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY.
8. THE CONTRACTOR MUST NOTIFY THE CITY ARBORIST OR LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION
OF ANY TREE PROTECTION OR PLANT MATERIAL.
9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN THOSE INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
10. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER
EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE
MEASURES NECESSARY TO ENSURE THAT ADJACENT STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE
CONDITION AT ALL TIMES,
11. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN
APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT
FILTER BAGS.
12. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING SITE WORK IN SUCH A MANNER AS TO PREVENT THE
WASHING OF ANY TOPSOIL OR DEBRIS ONTO THE ADJACENT PROPERTIES.
13. ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS
AFTER BACKFILL.
14. ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED
WITHIN 14 DAYS AFTER BACKFILL.
15. AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT
CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED,
16. WORK WITHIN THE WEST MAIN STREET RIGHT-OF-WAY SHALL BE PERFORMED IN A MANNER SO AS TO LIMIT THE
DISTURBANCE TO PUBLIC TRAFFIC INCLUDING PEDESTRIAN AND BICYCLE ACCESS.
ALBEMARLE COUNTY GENERAL CONSTRUCTION
NOTES FOR EROSION AND SEDIMENT -CONTROL
7D if A 1\\TQ
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR
TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND
VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL
TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING
AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
81. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
91. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 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.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVE,D DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BETAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS
ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE
SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF
ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE
HOURS OF 7:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16i. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY
THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE,
AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL
WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF
GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL
BY THE COUNTY EROSION CONTROL INSPECTOR.
18.. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL
GRADE LIMESTONE SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT
SEEDING SHALL BE APPLIEDAT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%
PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8CLBS/100SF.
ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19.. MAINTENANCE: ALL MEASUFES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR
CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN
50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN
NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING
SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20..ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL
SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL.
(WATER PROTECTION ORDINANCE SECTION 17-204G.)
22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE
DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B.)
REVISIONS
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COMMENT
BY
1
2/6/15
PER DEQ
COMMENTS
DRH
2
3/18/15
PER COUNTY
COMMENTS
DRH
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
(IN VIRGINIA, MARYLAND, AND DELAWARE 811)
(WV 1-800-245-4848)(PA 1-800-242-1776)
(VA 1-800-552-7001) (MID 1-800-257-7777)(DE 1-800-282-8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V122001
DRAWN BY: JLP
CHECKED BY: DRH
DATE: 12/23/14
SCALE: N/A
CAD I. D.: SDII
PROJECT:
WPO PLAN
LANDFILL
CAPPING
FOR
STH STREET
STATION
LOCATION OF SITE
NORTH OF 1-64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
R5 BOHLER
ENGINEERING
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
www.BohlerEngineering.com
V DANIEL R. HINES !P'
•p Lic. No. 043176
POP -
0 03/18/15
I�wLSIO
�s'i Al_ G
SHEETTITLE: -�
EROSION AND
SEDIMENT
CONTIROL
NARRATIVE
SHEET NUMBER:
6
U1/PO -201500005_)
PLATE
SILT FENCE PLATE. CONSTRUCTION OF A SILT FENCE 3 5TE2 TYPICAL ORIENTATION OF 3.36-1 TYPICAL TREATMENT — 1 3,36- 2 02
CONSTRUCTION OF A S 3.05 , a=
(WITH WIRE SUPPORT) (WITHOUT WIRE SUPPORT) TREATMENT — I (SOIL STABILIZATION BLANKET) o 3w
�Z(DZ=J ax
1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
(SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA z w °=WJC
TRENCH UPSLOPE ALONG THE LINE UPSLOPE ALONG THE LINE OF
W J
OF POSTS. STAKES.
~ O
mi-cn�1�a wN
e'unx. p SHALLOW ANCHOR SLOT HOTS
a
SL APPROXIMATELY 200 STAPLES REQUIRED z g o c
ANCHOR SLOTS,JUNCTION OTS & OF MA17PIAL LL C r } } w =
ON SHALLOW SLOPES, STRIPS OFPER 100 C, = z 0 N
NMNG PROTECTIVE COVER/NGS�" �
I _� CHECK SLOTS TO BE BURIED 6' TO 12'. O ♦ 0 a ¢ J o
/ / '�` �-- IIII MAY B£ APPLIED ACROSS THE w U ° } a J = o
SLOPE. 12' MAX 4.1 OR MATTER o z Z j w
6' MAX. STEEPER THAN 4:1 = O g w ae
�^ z
Row ,, / k ,- ✓UNCTION SLOT �— I- Y J I --
EDGE
w =
EDGE AND END JOINTS I I I I III I I � m z <Z
10
BERM CHECK SLOT s Lu
TO BE SNUGLY ABUTTED I V) Q � 0 0
4. WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, TERMINAL FOLD (JUTE MESH WILL HAVE I ~ N
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT BRING THE MATERIAL OVER THE BERM AND ANCHOR IT STAPLED LAP JOINT IN I I I I I I I T� • ♦ • • • < o
_ TO STAKES AND EXTEND THE EXCAVATED SOIL.
FLOW I BEHIND 7Nf BERM. LAP JOINT 2` MIN. LIEU OF EDGE JOINT) I V cn Ln -.<
w
11i IIII IT INTO THE TRENCH.
-` 4 TAMP FIRMLY (JUTE MESH ONLY) I I I � F
T•s , r .A, EP +ANCHOR SLOT 5' MAX. 4.1 OR RATTER
STEw
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE "* C'' 3' MAX SEDER PIAN
I I I I
2 PIP Pq
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL, `: ;., I W n CW7 a
- 6' TO 12' I III I I I
A=1: /•' ON STEEP SLOPES, APPLY I I C O U
�I
j- r 4 IIII j �_ IIII PROTECTIVE COVERING PARALLEL I I r c� V Ri o
z • g / i , ._ / 3 = TO THE DIRECTION OF FLOW
-r:F i�IM
1 - AND ANCHOR SECURELY. CHECK SLOT
nix
2' LAMP FLRMLY CHECK SLOT — I l` 1" TO 2' I III I I O O f' Q N w
ow
a
IIII IIII SHEET FLOW INSTALLATION VAR VAR. a a ° e '60,
4PERSPECTIVE VIEW) s" Td 12" s' to a' MIN. PLAN VIEW STAPLING >> a LL
4' ' • DIAGRAM U W
(�( BRING MATERIAL DOWN TO A LEVEL AREA BEFORE
IIII) FLOW I Ftiax TERMINATING THE INSTALLATION. TURN THE END
A 3 A t CHECK SLOTS AT PIN,
UNDER 4' AND STAPLE Al 12' INTERVALS. STAPLE FORMED FROM N0.11 STEEL WIRE.
III _ I , • ..:, ..:..,: e ; .t ,h ��� ?� 50' R5 INTERVALS,
� 8 STAPLE MIN. LENGTH FOR SANDY SOIL.
= III '_4• { ; " � 6' STAPLE MIN LENGTH FOR OTHER SOIL. NOT REQ. D WLTH ALL REVISIONS
ia, COMB/NATION' BLANKETS
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. lf,• ;. DITCH ROW JUNCT/ONSLOT
'�;••' ^'.•' • \� �" TAMP �IERMLNAL FOLD REV DATE COMMENT BY
IN DITCHES, APPLY PROTECTIVE COVERING 2' FIRMLY 6' TO 12' TAMP FIRMLY "
ALTER FABRIC PARALLEL TO THE DIRECTION OF ROW. 12"
I POINTS A SHOULD BE USE CHECK SLOTS AS REQUIRED. AVOID 4' I 2 1 2/6/15 PER DEQ DRH
HIGHER THAN POINT B. JOINING MATERIAL IN THE CENTER OF THE COMMENTS
ER COUNTY
WIRE ( DRAINAGEWAY INSTALLATION DITCH IF AT ALL DOSS/BLE. -k COMMENTS
r 2 3/18/15 DRH
(FRONT ELEVATION)
SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR
SEDIMENT CONTROL, SHERWOOD & WYANT SEDIMENT CONTROL,VA. DSWC, SHERWOOD AND WYANT SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE SOURCE: VDOT ROAD AND BRIDGE STANDARDS
STAKES, STAPLES, AND PINS FOR3.36-3 TYPICAL TREATMENT -2 SOIL 3,36-5 GENERAL STAPLE PATTERN GUIDE
TEMPORARY DIVERSION DIKE INSTALLATION OF TREATMENT -2 STABILIZATION MATTING SLOPE AND RECOMMENDATIONS FOR
SOIL STABILIZATION MATTING INSTALLATION TREATMENT -2 (SOIL STABILIZATION
",-1* ++ NO /T. SLOPE SURFACE SHALL MATTIN'
Compacted Soil FILL SLOPE SECTION BE SMOOTH AND FREE 4—'i —4'--i Q i' -4'—'i
J-1/4' OF ROCKS, LUMPS OF
s I 2' DIA �5 _ _ DIRT, GRASS AND STICKS. 2 i-- X 2 If
1 1 SOIL STABILIZ48ON MATS SHOULD 8
18" min. 1 l ! ( ( WASHER a MAT SHALL RF CE FOR 1 Q 1
BE INSTALLED VERTTGILLY 4 5' G FIAT ON SURFACE FOR 4,---I �"� � 10"
] 7 I 1
—Flow DOWNSLOPE FOR BEST RESULTS
PROPER SO/L CONTACT. a Q
f i i 1 i t G ti T•'
cNilli IJ116' DIA
— 10' MIN. 1 STEEL PIN 9
4 z z `
'a4, z�� ,
4.5 min. Q O 1N• 6.. Q �1 � Qp c, o � THE FOLLOWING STATES REQUIRE NOTIFICATION BY
!� P 3o H o o x a EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
9��p1O Q o h DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
3 2 o Z (IN VIRGINIA, MARYLAND, AND DELAWARE 811)
,•,, W �" (WV 1-800-245-4848) (PA 1-800-242-1776)
6' w . Q (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555)
Q DIRT SHALL BE TAMPERED m o
STAKE PSN r •.-- —� PRIOR TO LAYING TOP
—_
i LAP OVER �i�z
-�s APPROVED FOR
11 CALICE STEEL
6'xl"x6'STAPLE TOE BERM CONSTRUCTION
�2vgy
MAINTAIN SLOPE A,VGLE TRENCH INTO BERM AND
PROGRESS DOWNSLOPE ; 2 W vi
SOURCE: VA. DSWC PLATE 3.09 STAPLE DRAWN BY
1 o v w PROJECT : V122001
: JLP
SLOPE LINING SLOPE LINING TOP OF H CHECKED BY: DRH
CUT SLOPE DATE: 12/23/14
1) 1x4 TRIANGULAR SURVEY STAKE - MINIMUM WET SLOP
DRY SLOPE z SCALE: AS NOTED
10' IN LENGTH. PLACEMENT OF THE STAKE 4` + ti N h N CAD I. D.: SDI
ACROSS THE ROW OF THE WATER IS THOUGHT TREATMENT - 2
TO PROVIDE A 'PINBALL EFFECT" TO HELP
PROJECT:
SLOW THE VELOCITY, POLYPROPELY£NE NON -WOVEN 2' Q
(NEEDLE PUNCHED)4' ABO E OIFIER) TREATMENT - 2 tr WPO PLAN e
2)11 GAUGE STEEL - MINIMUM 1' WIDE BY 6' GEOTDTlLE FILTER CLOTH TER CLOTH TER (AQ
J' w
IN LENGTH STEL STAPLE - 2'x8" STAPLE (BEHIND TREATMENT - 1) FILTER
OF WA J J' W LANDFILL
MAY BE REQUIRED IN CERTAIN SOIL CAPPING CONDITIONS. SOIL BOTTOM OF FILL SLOPE � J
J) STEEL PINS - J/16 DIAMETER STEEL PIN BY _ -
18' IN LENGTH WITH A 2' DIAMETER WASHER y I 6 --{ �--6 \I FOR
ON TOP. (SEE ILLUSTR4770N) - BOTTOM OF CUT SLOPE 4' OR SHOULDER ��� ������
BOTTOM OF CUT SLOPE BREAK POINT
SOURCE: PRODUCT LITERATURE FROM GREENSTREAK, INC. (SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE SOURCE: PRODUCT LITERATURE FROM NORTH AMERICAN GREEN PLATE STATION
CONSTRUCTION OPERATIONS 3.38_1 FENCING AND ARMORING 3.38_2
1992 3.32 1992 332 RELATIVE TO THE LOCATION OF
LOCATION OF SITE
PROTECTED TREES NORTH OF 1-64 BETWEEN
TABLE 3.32-D TABLE 3.32-F 5TH STREET AND
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA QUALITY OF SEED* AVON STREET EXTENDED
Total Lbs. SCOTTSVILLE MAGISTERIAL
Per Acre Minimum Seed Minimum ■ ALBEMARLE COUNTY, VA
Minimum Care LawnPurity {%) Germination {%)
i t + DRIP LINE
'�_N F
- Commercial or Residential 175-200 lbs. Lez97 85.. L 1 J '�-t
Kentucky 31 or Turf -Type Tall Fescue 95-100% Crownvetch 98 65" ® T i^j
Improved Perennial Ryegrass 0-5% Lespedeza, Korean
Kentucky Bluegrass 0-5% Lespedeza, Sericea 98 85*" ■ ■ SNOW FENCE
ENGINEERING
HI I
High -Maintenance Lawn 200-250 lbs. - ! I H '" 28 BLACKWELL PARK LANE, SUITE 201
rases ■
I'
100% Bluegrass, Kentucky 97 85 ■ �'� I 00 00
- Kentucky 31 or Turf -Type Tall Fescue
1! WARRENTON, VIRGINIA 20186
Fescue, Tall (Improved, ■■ 00 Phone: (540) 349 4500
General Slope (3:1 or less) Turf. -Type Cultivars) 98 85; � 00 I 00 ( Fax: (540) 349-0321
Fescue, Tall (Ky-31) 97 85
10101I � � www.BohlerEngineering.com
Kentucky 31 Fescue 128 lbs. Fescue, Red 98 85
�gga , � � A, � I
Red Top Grass 2 lbs. Redtop 94 80 BOARD FENCE 00
Seasonal Nurse Crop ' 20 lbs, Reed Canarygrass 98 80 I
CORD FENCE
150 lbs. Perennial Ryegrass 98 90 �,p►LTH Q�,
Low -Maintenance Slope (SteWeeping Lovegrass (Steeper than 3:1) P g ` 98 87 a PLASTIC FENCE
10$ lbs. tis CORRECT METHODS OF TREE FENCING -
- Kentucky 31 Fescue "
Red Top Grass 2 lbs.s
Seasonal Nurse Crop * 20 lbs. Annual Ryegrass 97 90 g V DANIEL R. HINES y'
Crownvetch ** 20 lbs, German Millet 98 8S
Lic. No. 043176 �
150 lbs. Oats 98 80 _ -
Cereal Rye 98 85 � � tl I �I`�II / I\' .-
' Use seasonal nurse cropin accordance with seeding dates as stated below: ��� 03/18/15
e
February 16th through April ...................... Annual Rye
May 1st through August 15th ..................... Foxtail Millet ` Seed containing prohibited or restricted noxiolls weeds should not be accepted.
August 16th through October ...................... Annual Rye Seed should not contain in excess of 0.5% weed seed_ To calculate percent pure, o 'Q�%��.•
November through February 15th ................... Winter Rye live seed, multiply germination times purity and divide by .00, i o
a ti SHEET TITLE: j�
*, x, 1 K -31 Tall Fescue with a vermination of 8S percent and a purity of `�' E�®��®N AND
Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May E,tmn e y 1 P P Y = °o r+"
through September use hulled Sericea, all other periods, use unhulled Sericea). 97 percent. o & �' a i — r
0 00
If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume 00 l� `�
seed must be properly inoculated. Weeping Lovegrass may be added to any slope 97 x 85 = $245. 8245 100 = $2.45 Percent pure live seed. '�" 00 SEDIMENT
or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING
mixes. "
Includes "hard seed" CONTROL
SOURCE: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 SOURCE: VA DSWC
DETAILS
III - 303 III -311 SHEET NUMBER:
7
GENERAL NOTE',
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
W P 10 201500005
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
I, FULL CONFORMANCE WITH AL REGULATIONS AND CODES
-
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�. Onceany side branches have been removed it's time
FIGURE II
COMMENT
BY
10 -11
2/6/15
PER DEQ
COMMENTS
UHH
2
�
U__
2
DRH
Guide the tube gently over the seedling and seat the
a. Choose location for tree tube support stake -IvVe
tube bottom firmly into the soil next to the stake.
W
N 0
-�- -ffi
stake blocking sunlight. On exposed, windy sites place
�_ I
0
the stake to the windward side for inorestability.
tight. The advantage with this method is that it is
<:�,<,_
,�
�
1. 'O
drive support stake straight into the soil (about 14-16
before attaching the cable ties to the stake.
inches depending upon the tilbe heiRht), just deep
�
, 1 �,�
* M��iholl _
<
','f -c,�
W,
Loop assembled cable ties over the stake first.
above the top cable tie of the tree tube (hint _ use
�Vith Phyto -Builder Tree Tubes, loosely pre -thread
standing tree tube as a guide to assure proper stake
the cable ties through the access holes and assemble
0 5 >� 6 -,
�'-�
cc
z�4
CERCIS CANADENSIS
pre -threaded ties. Next, loop cable tiesover the Stake
2- ZO k'ZW 5 il�
sis, 52�
SUBTOTAL:
thescedling. Seat tube bottom firmly into soil surface.
U
The advantage of this rnethod is more rapid field
w
installation, which is helpful for contractors.
r,'vvr,,!. r', 1 ntr'�
t"'in. cx-,, rn
6�2011 Plantra, Inc.
-All Rights Reserved
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REVISIONS
�. Onceany side branches have been removed it's time
FIGURE II
COMMENT
BY
1
2/6/15
PER DEQ
COMMENTS
UHH
2
3/16/15
PER COUNTY
COMMENTS
DRH
Guide the tube gently over the seedling and seat the
a. Choose location for tree tube support stake -IvVe
tube bottom firmly into the soil next to the stake.
recommend the north side ofthe seedling to avoid the
-
stake blocking sunlight. On exposed, windy sites place
�_ I
wrap the cable ties around Lhestake, secure and cinch
the stake to the windward side for inorestability.
tight. The advantage with this method is that it is
I
0
easier to center the tube directly over the seedling
drive support stake straight into the soil (about 14-16
before attaching the cable ties to the stake.
inches depending upon the tilbe heiRht), just deep
�
, 1 �,�
* M��iholl _
enough to keep the top of the stakeabout 1 -2 inches
Loop assembled cable ties over the stake first.
above the top cable tie of the tree tube (hint _ use
�Vith Phyto -Builder Tree Tubes, loosely pre -thread
standing tree tube as a guide to assure proper stake
the cable ties through the access holes and assemble
depth).
� leaving the loop as large as possible to fit over the
cc
UF_
CERCIS CANADENSIS
pre -threaded ties. Next, loop cable tiesover the Stake
�
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS ' DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1)
(VVV 1-800-245-4848) (PA 1-800-242-1776)
(VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555)
�.
,�r I I 11 I-1111 � � I \-�---, ---------- 1, ,�,, 11 11 / I ,� , , ", , , ,- ,- , I I i , I I , I / I I , I , I / . - I "+ I I +,, � 1-1 ,V' _, 'I / I "I _,',� � t=,=111 '7 1 -It i -N
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I I I " , I I � I I , , I I APPROVED FOR
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rienting the tree tube 9 1 , , - `�-',-,,- �� ,,- / ,/ /1' " + , , -,-(, 3, I /,,,� ,,,,,,� � , I /11, ?QJ % / r
- , ,'� , , ;/,-"-"1��-,,-,,1-, /' -1 t � ,_� i '�, Ji"r, � . -, /,I", I, PROJECT NO.: V1220017�
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- I , , - , , I I , X ,� � N , , -11 -1 , t DRAWN BY: JLP
I I I " I I ,-, ,E�*, /+ I I �` N% � I I A \ � � )
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I 10 .I----.- �,/,�-----Z- , -/---- ,// �- ,- , / "', / I, , - , "' -"/ v'J" ,,,, �+� q,l',-�,-, 1--, , " -1-f,f"7� , -� ... I '/1 1>41 / ��___kNl I I -,,, N� -\,,�, CHECKED BY: DRH
, , p A'J��T 7 1 `�"\, I ,
sets of , - I ,� �, I " "', ,,� I ,_ "_�/ /I i_ /+ 1 4�.' .1. 4 t17 -4 , � () F , __ " � ,
' ' , , � _F I , - ___/
,,�� I I I " , - ,-,, '�;,/ -,- - / / , , J, 11,
_--,-,,-,,-,, 4.4--- /
- For Pbyto-Builder' Tree'I'Libes there are three - ,,, )1\
a4,wd 1'7h,7,1,7_f.h--#,q Li,�,e, lrbt,�f I am R1 , YnIft ,,�_.��X,
, �� ,� " , "" �('� ,
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,�.r_ 2� 7', �,,7 ' TZ-,"'!- , X 1, " I/-- " ,' ,, �\N
Thain,"k �,,!o,,_,, fol" c`,�on_,-Jn,r� 0`��n,i,� ��_\` 0 , , / ,,� - t, IKPIT�Ilxl , " I\ , N /
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large holes for securing the cable ties. The top ofthe I I I - - �, ,,,, . , ,� - - -+ ,�,4_-�,,,,Jt� , 11� , I el�� - , " -t I / �?,,-' /+ , , , �-, + IN \_1 .A ___\ I / V /, ,�`V, , \, 1 /
� , . \ 11�
. -�--, -, -�/" -, -4 I j,� 11,4 ,,�4 , I \-=[ " , - 11 \ , t ,
, 'e, ,/ / " ,,I,- 11 '. / / \
tube is the end with the two sets of tie holes that -ire - - - ".... . . . . . . , , """'X " /, ", ,,, I , - ,/ , "
Before we get started just a quick note about Plantra , ,,,-,-,�,/"-",-,- , -1, 1 ,�[,,I' 7 z�d, ;T-1) ,,, , + /_+ J + -F 11 ., / " . I Q I DATE: 12/23/14
"�' � " , I I \1 1'� 1, 1, I ", SCALE: 111=50'
1 i �,',, " 400", 11 - \\, \� \� CAD I. D,: LSJ
, , , , / I I I , / , , � \, \ `,,---,�, -
-� , , . I
I ,,, ,,,, , / _k , " , Af " I/ + _17 I I
the closest together. ---- -, , - ,-,x ,-, ,-� ,- -,-z , I , / , ;, " ,,, I, '�, I
- , �/,',, , / ,
;�7____�_ , , / z/ . ;
Tree Tubcs in general - All Tree Tubes froni Plantra "'l-, ;;�_ __ __ - , I I / , " " / , I '---- �;� , , " �""� I " /"�, , / - , )
-z-- ::7zz :,�w _��__ /, ��,�,,, ,-, -',",�/ X` I , " I,,/ 'I,
! I , " z _t, " , , - /
, ,
- - For the'rubex Conibi tree tube the flared end is the --- _- -� �, , , I � 4 ,3� , , " ,t�' .�� I ;r , ,-z:- / , , \
, , , �r . , - -(-,, �,,, , �t- " ,- -
- ,'/,'�,,, I / /' I I - . , ,,,4,;�', ,'-, 1� \
-
are designed to protect and gro,v sniall decidnous or .1 1�6��_ - - : � I I / I I , - , . I I /"k- � / I/ 'If - , + + - � ,\ I �
-:_ - I I' I - , , 1�',�1,4 , ,ty' �', , I �/ I
top. -A -------- �7�� �;-,-,_, - o�-,_---_-I,,X," X " -, -, , " I, .."r / I / , I / I ,,/ / ,- I , 11�r, , , , � , / � " "", / , I N 11 I I � 14 1 1, 1, �" ,
, , �,�,_, 1_/ I,' il , , " 1 y I I
,� - 'I- , 1"o", I I / I � I , I , �, I I I / I + , '10� - -7111, N11`1_ I
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, , , , � -V , ',+ , , ,��,
__ _= _= - ��_ - �__ I ----- - , , _ , , , I "/ +1 I , I I I + " , " 1��`
bardwood seedlingtrees and direct -seeded acorns and �� , "I , 1, I /I
� -�-� �-�, I " - ��,, - -, " - X-" - 1-1 ,/ ,"�' , ,:4-, // , -I I "'i, I . �,
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- i __----- ��,_____ _--:� �_-:�-_ ,,�z / , - -X -- I , , / , , , , , , I +, t, t 1. , / � I J \ 11 I . EF RE TATION 8ALAI-k t" IN + � �� \I " �, I
,
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be taller than the seedlings theyare intend,2d to protect - If y ur seedlings have side (lateral) branches please ' __ _.�_ - --- ---- __ - -- l,,,/,��,--, , . . -,,,- , , " ,/ '_11 " _�, I I \
--------- - / / , \
- - 1378:� ---- __ _____,___��,____� I, ,- /I I I , " " I,/ " 7�� , , /I /
, ;;�____, , , /, . I , " i,\
. , - __ --___-_,,. , / I / , , // � -r /11, -r i I .1 _r I 11 11 I I
, � 1� � __ � ",z -I- I - - - - - / -,-%,-� I __hL : 1 �? N 11, I
and grow and axe not intended for use Lis a" bark wrap" remove them carefully using a well-sliarpened -__ � --- ---- , / __ t
, , / / / " ", I , , � + I ". �
, I , I
- ------ - -- - / / ,,, ,,, . , "/ �Q \11 I
nuts. The key point is that Plantrn Tree Tubes need to I% Pruning side branches - , ,_�� - , - -_ ::�_ - _�_ ,/, -, -, , '/ ��_ I �'r , � �_,_i
/
I - I
� �_______ 7_�_ . _- -, , . I , , " ,/ " ,(Gy 7/11� 4
, _> _� - ,_��- -_-�--, -, " " I
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_�--��_ - - _Iy�? -------, � I , , , S,t _r "Y _�, \ I
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-
,ground sapling trees (trees that ire alreadv taller than the pruning shearers before installing the tree tube. Do ,�__--_-_ ___�__ ____ _____ I I , , I, / , ,;�", I , ".5 , .. .. .A- _1� /I "1�1, I I
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----- /, - , , / " I l " " , X,-,,-, , , / ,,, , I + 14. I � **`
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- NOT bend side branches upward to squeeze or -, ___ __ __________Jy6)y" ----- - I ;/ / // / / , , , , , , / + I, " , , "
treeshelter) - please use Plantra Tree Bark Protectors foi - , _ 395 ------ - ---�--,-,,,,, li 11-011, , / A !T / I .0 _? " I
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- Installation instnictions assunie see __ - ",kN I . / -, -, 1�� , , t(-1, I 4 -,," , , I N, ' / +U/ / "J" + I , " -',-" ,I / 11 IN " 11
-- - - - "�--_ " 0 -, .� I , , , I e , , , j� '71 1.:" ___�
4 _
- dling - - U_ ' , � ", , - _ ,� - I , , , , '/ / I V. / "11� ,
this purpose, S�.�,� Fh,,u r,-, I offienvise force them into the tree tube. Doina so -- " o._*1 �/ --- , , , , /'/ I/ 11 / , I � 5�,'?'/� i", - ,
- I -, , ,- , ,,/ �; , � I I ,/ , , , , , /, / / / / // ,�/ I I I III -14 N" I ,/ -- I
- _�1_11��`,��'_ �� , , I- I I" ,
rooe narrow branch crotch angles that can _<_�11_ iA�iCE'IP I-, , " "', ,,, I, _�, ,/,!< ,,, ��
will encou , -__�!� __,---:::-:7,---7�� -_---_-_?-,-`_,�-/ ,-' -',-' - -- - / ''�', I 'I'll 7 �, I
Plewie Note causewcHk branchin.g,,uid other problems asthe tree --,7, , " � -,--- I , , ,--- -., __ ___ ��, ��, �' ,�' T _� 1�",)" f , , I
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-ding to your nursery's , ,�, ,- - I
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movement and proper- + 1+ I , 4- - 11e, ,_1 � I I I - f, k. 011 T + + I I� 11 1_1! /
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�. Onceany side branches have been removed it's time
FIGURE II
� to place the tube over the seedling andsecure it to the
T COMMONNAME I
I stake. The two easiest methods are as follows:
I I 1�
propez "Tre", "Lf" - -nd
- N'��tlto,�� �, I
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91!PP-7t a�n,ke "nst:,?!!"�!Ja!
I'll, I
Install the tube over the seedling first before
,
looping cable ties around stake.
1. Supporc- Stake Insta.1.1aJon
Guide the tube gently over the seedling and seat the
a. Choose location for tree tube support stake -IvVe
tube bottom firmly into the soil next to the stake.
recommend the north side ofthe seedling to avoid the
Next, insert the cable ties through the access holes
stake blocking sunlight. On exposed, windy sites place
�_ I
wrap the cable ties around Lhestake, secure and cinch
the stake to the windward side for inorestability.
tight. The advantage with this method is that it is
!).Position the stake I- 1 1/2 inches from the seedling. Then
0
easier to center the tube directly over the seedling
drive support stake straight into the soil (about 14-16
before attaching the cable ties to the stake.
inches depending upon the tilbe heiRht), just deep
�
, 1 �,�
* M��iholl _
enough to keep the top of the stakeabout 1 -2 inches
Loop assembled cable ties over the stake first.
above the top cable tie of the tree tube (hint _ use
�Vith Phyto -Builder Tree Tubes, loosely pre -thread
standing tree tube as a guide to assure proper stake
the cable ties through the access holes and assemble
depth).
� leaving the loop as large as possible to fit over the
cc
stake. Note: Tubex Conibi Tree Tubes come with
CERCIS CANADENSIS
pre -threaded ties. Next, loop cable tiesover the Stake
1 - 1 1/2" CAL.
I
whilc simultancously sliding tube down gen tiv over
SUBTOTAL:
thescedling. Seat tube bottom firmly into soil surface.
- -
The advantage of this rnethod is more rapid field
installation, which is helpful for contractors.
r,'vvr,,!. r', 1 ntr'�
t"'in. cx-,, rn
6�2011 Plantra, Inc.
-All Rights Reserved
GENERAL NOTE.
. IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC
RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE
IE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I
&TING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI
CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND
FIJI I CONFORMANCE WITH LOCAL REGULATIONS AND CODES
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Insert a sand shovel Insert shovel at an Lift out soil wedge. Place seedling ------------------------ 492 ------------------------------ -----. __ � �) 4 � --- 7
---- - - 2- - - :
against verticle side - - - - - - - - - - -400- IT4 :����.,�n�, ��
vertically into soil. angle to create a ___ I.- I I---------- - � ":,::��,` \,
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wedge, then step on .......... ............ �yj ---- I ------ . ,,_. 4 , - ___ __�,
wedge tofirm
BARE ROOT SAPLING PLANTING DETAIL
CONTRACTOR TO INSTALL APPROPRIATE WINDSCREEN AND TREE SHELTER AFTER PLANTING
-
1z
��
LANDSCAPE SCHEDULE
KEY I
QTY.
I BOTANICAL NAME
T COMMONNAME I
SIZE I
REMARKE
SHADE TREE(S)
AR
1 1
ACER RUBRUM
RED MAPLE
I - 1 1/2" CAL.
B+B
GD
8
GYMNOCLADUS DIOCUS
I KENTUCKY COFFEETREE
1 - 1 1/2" CAL.
B+B
OPH
17
QUERCUS PHELLOS
WILLOW OAK
I - 1 1/2" CAL.
B+B
CIR
18
QUERCUS RUBRA
RED OAK
1 - 1 1/2" CAL.
B+B
SUBTOTAL:
1 54
ORNAMENTAL TREE(S) .
cc
10
CERCIS CANADENSIS
EASTERN REDBUD
I
1 - 1 1/2" CAL.
I
SUBTOTAL:
10
- -
I
NOTES:
1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES.
50 25 12.5 0 50
1 1
iI,= 50'
-
" PROJECT:
WPO PLAN -
LANDFILL
CAPPING
FOR
STH STREET
� STATION
LOCATION OF SITE
NORTH OF 1-64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
%,
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
".. www.BohlerEngineering.com .010
rV�1111111111111111111111111
lk"A794
530011,
�
U DANIEL R. HINES "P
.0 Lic. No. 043176 4�
.
11-3 LCI 1
03/18/15 ,47/
NAL
_�
SHEET TITLE:
PLAN
SHEET NUMBER:
8
( WPO 201500005 )
LANDSCAPE SPECIFICATIONS
TIONS
1. SCOPE OF WORK:
9. PLANTING
DATE
AL ANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
ONLY TREES WITH ONE MAIN LEADER
THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL
A.
INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT
WATERING SPECIFICATIONS AS LISTED HEREIN.
2
SHALL BE PURCHASED. DO NOT PRUNE
PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS,
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE
THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.
A.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE
TREE AT PLANTING UNLESS DIRECTED
TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY
SITE.
PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF
A.
TO BY PROJECT LANDSCAPE
THE GENERAL CONTRACTOR.
T-A"'P A TT
THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH
ARCHITECT
_
I—I I (=
STRICT TREE PROTECTION ZONE SHALL BE HONORED.
TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.
IF PLiANTS ARETO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
DO NOT STAKE OR ~
3 PARTS TOPSOIL
2. MATERIALS
UNDISTURBED SUBGRADE--
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL
WRAP TRUNK
FOLD BURLAP AWAY FROM TOP OF
A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE
R
PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN
THICKNESS (1"±).
APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE
ROOT BALL
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS.
PLANTING MIXTURE, AS SPECIFIED
WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE.
PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
PLANT SHALL BE
3" THICK LAYER OF
PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.
D.
PREPARE WIDTH OF
SET ROOT BALL FLUSH TO GRADE OR
B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE
DARK BROWN DOUBLE
CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED
PLANTING HOLE 6 FT
SEVERAL INCHES HIGHER IN
BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE
C.
ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING
NURSERY PLOT PRIOR TO
OR TWICE THE WIDTH
POORLY DRAINING SOILS.
MATTER AND CLAY CLODS.
UTILIIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.
C �
OF THE ROOT BALL;
WHICHEVER IS
4" BUILT-UP EARTH SAUCER
C. LAWN -ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR
D.
ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS
MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
GREATER
3" THICK LAYER OF DARK
AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE
DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED
U
MUNIICIPALITY'S TREE REPLACEMENT GUIDELINES.
BROWN DOUBLE SHREDDED
PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES.
AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT
DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING.
B.
PREPARED SOIL FOR
HARDWOOD MULCH
1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED.
11. WATERING
3 PARTS TOPSOIL PLANTING
OR AUTHORIZED REPRESENTATIVE.
TREES 1 PART PEAT MOSS 1 -
BEFORE PLANTING ADD 3 TO 4"
1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS.
E.
POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL
MODIFICATIONS
PART COW MANURE 3
OF WELL -COMPOSTED LEAVES
1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.
A.
OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED.
PARTS TOPSOIL
OR RECYCLED YARD WASTE TO
D. MULCH -THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE 3" LAYER OF DOUBLE SHREDDED
F.
PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY THE PROPOSED LANDSCAPE AS SHOWN ON THE
CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
_
=`T — IE
-I — ' �
I—III-I
,�'•,<
BED AND TILL INTO TOP 6" OF
BLACKCEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED
B.
APP LANDSCAPE PLAN MUST B INSTALLED,
ROVED LA SC US E S LED, INSPECTED AND APPROVED BY THE APPROVING AGENCY.
BEFORE PLANTING, ADD 3 TO 4" 111�
— — =
— — -
—III—III— I -I —_
/ - III I I (-
PREPARED SOIL.
DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN.
ON SIITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED
THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS
I = _
I—I I I I I
FOR /ALL NEWLY PLANTED TREES.
AND WAS
CYCLEDLL
I
FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE
CID
UNDISTURBED I I _ — — —
=_=III=I I
4-6" DEEPER THAN ROOT BALL
E. FERTILIZER
C.
FOLLOWING PLANTING SEASONS:
C.
-I — _ _
SUBGRADE -I -I I (—III—III—� �_ —) I I -I I (=� I--
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD
THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS
1.1. PLANTS: MARCH 15 TO DECEMBER 15
DIG WIDE, SHALLOW HIOLE
PRESENT. ANY AND ALL TWINE SHALL BE REMOVED
BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A
SECTION ABOVE.
1.2. (LAWN. MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1
C7
WITH TAMPED SIDES
FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL
WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE.
ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED
1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC
BE FOLDED BACK INTO PLANTING HOLE
1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND
G.
PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT
12. GUARANTEE
TAMP SOIL SOLIDLY AROUND
(O.C.) SPACING
4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY
PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF
APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING
THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL
BASE OF ROOT BALL
0Z20
A CERTIFIED SOIL LABORATORY.
DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
AGENCY FOR POTENTIAL SUBSTITUTIONS.
SHALL BE FOLDED BACK INTO
U
SET ROOT BALL ON FIRM
MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE
PLANTING HOLE
COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE
PAD IN BOTTOM OF HOLE
F. PLANT MATERIAL
H.
FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH
ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60°/ OF THE TOTAL MIX
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR
E.
TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS
�
E E ��JU��G�EJj�����yyj�T TIREE PLANTING
DETAIL
NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE
GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING
ASSOCIATION.
SEASON:
ACNOT
TO SCALE
1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ER RUBRUM PLATANUS X ACERIFOLIA
PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES
1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES
ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CR/ATAEGUS VARIETIES PYRUS VARIETIES
1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1%II, KOELREUTERIA QUERCUS VARIETIES ONLY TREES WITH ONE MAIN LEADER
WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQ'UIDAMBER STYRACIFLUA TILIA TOMENTOSA SHALL BE PURCHASED. DO NOT PRUNE
WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIIODENDRON TULIPIFERA ZELKOVA VARIETIES oo dr o TREE AT PLANTING UNLESS DIRECTED
1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF d ° TO BY PROJECT LANDSCAPE ARCHITECT
GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DO NOT STAKE
DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE IROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH OR WRAP TRUNK
1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE (FOLLOWING PREPARED SOIL MIXED THOROUGHLY:
INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. • 1 PART PEAT MOSS ° FOLD BURLAP AWAY FROM
IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME PREPARE WIDTH OF d °d TOP OF ROOT BALL
CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. • 3 PARTS TOPSOIL BY VOLUME PLANTING HOLE 6 FT OR
1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 (GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: TWICE THE WIDTH OFf, o dd SET ROOT BALL FLUSH TO GRADE
LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT THE ROOT BALL; r d d OR SEVERAL INCHES HIGHER IN
1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT WHICHEVER IS GREATER b POORLY DRAINING SOILS.
C) 4 TABLETS PER 15 GALLON PLANT 4" BUILT-UP EARTH SAUCER
3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER %" CALIPER OF TRUNK PREPARED SOIL FOR TREES
A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 1 PART PEAT MOSS 3" THICK LAYER OF DARK BROWN DOUBLE
CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, ,J. FILL [PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL ANC 1 PART COW MANURE SHREDDED HARDWOOD MULCH
MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. 3 PARTS TOPSOIL
B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE a - BEFORE PLANTING ADD 3 TO 4"
SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SETAT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF WELL -COMPOSTED LEAVES OR
OF TIHE ROOT BALL. UNDISTURBE _ _
4. SITE PREPARATIONS SUBGRADE - :1RECYCLED YARD WASTE TO BED
—III _ - I I=III=� AND TILL INTO TOP 6" OF
A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED1= I I=) I I= 'r I I=III=III- PREPARED SOIL.
OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. I,_
4-6" DEEPER THAN ROOT BALL
B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A''/<" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL DIG WIDE, SHALLOW HOLE
II I I -I I—� �_ -I� i 1 I I-� � I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH APRE-EMERGENT WITH TAMPED SIDES =III PRESENT. ANY AND ALL TWINE SHALL BE
SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. REMOVED FROM THE TREE BEFORE
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK
REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM AROUND BASE OF INTO PLANTING HOLE
NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. ROOT BALL
TO PREVENT SHOCK OR DECLINE. SET ROOT BALL ON FIRM
0. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED PAD IN BOTTOM OF HOLE
C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS T111170 TT AT Tf T T0- P -PID 117117 nT A �Tq"TNT(!'a T1 7_,n - ' A TIT
L
PRIOR TO THE BEGINNING OF WORK P �Jjj�JJJ II A JJjj JJ�UJJ l�
P. Al
NOT TO SCALE
USED IF a
REV
DATE
AL ANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
.8 CUMULATIVE SUPPLEMENT
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
C.
WATERING SPECIFICATIONS AS LISTED HEREIN.
2
5. TREE PROTECTION
B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE
DECIDUOUS AND M
A.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE
10.
TRANSPLANTING (WHEN REQUIRED)
SITE.
SET ROOT BALL FLUSH TO GRADE OR
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF
A.
ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
QT-TID T TTD IDT A NTp-PT-N\Tf-1
T-A"'P A TT
CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE
CONDITION AND FREE OF INSECTS AND DISEASE.
_
I—I I (=
STRICT TREE PROTECTION ZONE SHALL BE HONORED.
B.
IF PLiANTS ARETO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
DOUBLE SHREDDED HARDWOOD
3 PARTS TOPSOIL
MULCH
UNDISTURBED SUBGRADE--
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL
B.
A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI -FENCE', OR
2m
INCORPORATE 2" OF PEAT INTO 6" OFA
THICKNESS (1"±).
APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE
C.
PLANITS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
PLANTING MIXTURE, AS SPECIFIED
H
PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
PLANT SHALL BE
3" THICK LAYER OF
WITHIN THE TREE PROTECTION DETAIL.
D.
UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
TRANSPLANTED AT THE SAME
w�
DARK BROWN DOUBLE
CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED
GRADE AS IT BORE IN THE
C.
WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING
E.
TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
NURSERY PLOT PRIOR TO
UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING
MULCH
BALLING AND BURLAPPING.
C �
ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND
F.
IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES
D.
ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
AREAS ARE TO BE CLEANED.
GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
PLANTING MIX:
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
U
MUNIICIPALITY'S TREE REPLACEMENT GUIDELINES.
1 PART PEAT MOSS
D.
AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT
B.
1 PART COW MANURE
E}0FQ
0ZYZ>
STANDING IN THE TREE PROTECTION ZONE.
11. WATERING
3 PARTS TOPSOIL PLANTING
OR AUTHORIZED REPRESENTATIVE.
A.
NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.
MIXTURE WILL CHANGE WITH
6. SOIL
MODIFICATIONS
WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO
SOIL CONDITIONS
A.
CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING.
THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL
mo=w
V) < W C) 0
o
SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.
CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
I 8-12"
B.
LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO
B.
SITE 10WNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE
BEFORE PLANTING, ADD 3 TO 4" 111�
THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED
ON SIITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED
OF WELL -COMPOSTED LEAVES II
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BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.
FOR /ALL NEWLY PLANTED TREES.
AND WAS
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TO BED NT TOP 6E
C.
THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.
C.
IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT
OF PREPARED SOIL
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THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS
COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS
MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF
REMOVE THE TOP 1/3 OF THE(—
a
SECTION ABOVE.
PERFORMED BY A CERTIFIED SOIL LABORATORY.
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MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.
WIRE BASKET IF PRESENT. ANY I I
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ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED
1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC
AND ALL TWINE SHALL BE
FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK
MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL
12. GUARANTEE
REMOVED FROM THE SHRUB
(O.C.) SPACING
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PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF
A.
THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL
BEFORE BACKFILLING. BURLAP
0Z20
OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.
DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A
SHALL BE FOLDED BACK INTO
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1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING
MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE
PLANTING HOLE
COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE
FOR FOR REQUIRED SPACING
RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN
1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP
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ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60°/ OF THE TOTAL MIX
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COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE
E.
NOT TO SCALE
USED IF a
REV
DATE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1.
.8 CUMULATIVE SUPPLEMENT
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
C.
TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT
2
1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED
B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE
DECIDUOUS AND M
T�ID(� I -0 E-0 N
CLAY LOAM UP TO 30% OF THE TOTAL MIX.
REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY
a;
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SITE.
SET ROOT BALL FLUSH TO GRADE OR
PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD
DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION.
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REV
DATE
COMMENT
REINFORCED RUBBER HOSE (112"°
A.
UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
C.
TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT
2
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PURCHASED. DO NOT PRUNE TREE AT PLANTING
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE
DIRECTED TO BY PROJECT LANDSCAPE
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THE 00 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE
ARCHITECT
2" DIA. HARDWOOD STAKES 213 TREE HT. d
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SITE.
SET ROOT BALL FLUSH TO GRADE OR
PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD
SEVERAL INCHES HIGHER IN POORLY
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DRAINING SOILS.
PREPARED SOIL FOR TREES
CONDITION AND FREE OF INSECTS AND DISEASE.
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3" THICK LAYER OF DARK BROWN
B.
LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN
DOUBLE SHREDDED HARDWOOD
3 PARTS TOPSOIL
MULCH
UNDISTURBED SUBGRADE--
— I i _— ---4" BUILT-UP EARTH SAUCER
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL
D.
LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
2m
INCORPORATE 2" OF PEAT INTO 6" OFA
THICKNESS (1"±).
OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,
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PLANTING MIXTURE, AS SPECIFIED
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ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
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ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT
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CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED
13. CLEANUP
SHREDDED HARDWOOD
BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.
A.
UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
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CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED
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D.
ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
.-
AREAS ARE TO BE CLEANED.
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FINISHED GRADE
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
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THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
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OR AUTHORIZED REPRESENTATIVE.
'MUM 6" TOPSOIL
A.
CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE
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LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED
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SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.
B.
ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY
BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION.
C.
CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE
CID
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TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED
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ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED
D= PROPOSED ON CENTER
FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK
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PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO
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DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
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SEE LANDSCAPE SCHEDULE
1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL
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FOR FOR REQUIRED SPACING
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1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP
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THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
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GENERAL NOTE
T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECI
DRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE'
HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II
NRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
:CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES
NOT TO SCALE
OR CONTAINER -GROWN
IHRUBS, USE FINGER OR
(MALL HAND TOOLS TO PULL
'HE ROOTS OUT OF THE OUTER
AYER OF POTTING SOIL; THEN
;UT OR PULL APART ANY
TOOTS THAT CIRCLE THE
'ERIMETER OF THE CONTAINER
THICK LAYER OF DARK
IROWN DOUBLE
HREDDED HARDWOOD
IULCH
INISHED GRADE
LACE SHRUB ON
IRM SOIL IN
OTTOM OF HOLE.
NDISTURBED
UBGRADE
OIL SURFACE ROUGHENED
TO BIND WITH NEW SOIL.
PLANT' RIAL SPACED AS SPECIFIED.
SEE LF' ',PE SCHEDULE FOR PROPOSED
SPACI!.
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t EXISTING SUBSOIL
TYPICAL PERENNIAL AND GROUND COVER PLANTING
TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT
PERENNIAL / GROUND CCOV E R ]PLANTING DETAIL
NOT TO SCALE
NOTE: TREE STAKING TO BE REMOVED
AFTER 2 GROWING SEASONS
INi(v
DO NOT WRAP TRUNK
REV
DATE
COMMENT
REINFORCED RUBBER HOSE (112"°
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2/6/15
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PURCHASED. DO NOT PRUNE TREE AT PLANTING
12 GAUGE GALVANIZED WIRE GUYS TWISTEDUNLESS
DIRECTED TO BY PROJECT LANDSCAPE
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2" DIA. HARDWOOD STAKES 213 TREE HT. d
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SET ROOT BALL FLUSH TO GRADE OR
EXISTING GRADE
SEVERAL INCHES HIGHER IN POORLY
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PREPARED SOIL FOR TREES
1 PART PEAT MOSS
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1 PART COW MANURE(I
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DOUBLE SHREDDED HARDWOOD
3 PARTS TOPSOIL
MULCH
UNDISTURBED SUBGRADE--
— I i _— ---4" BUILT-UP EARTH SAUCER
BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED
III ',—'- LEAVES OR RECYCLED YARD WASTE TO BED AND TILL
-I I III=I I I-
j -1 INTO TOP 6" OF PREPARED SOIL.
-IIIc (III I i —� I-III1 III-) I �, III , I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
PRESENT. SENT. ANY AND ALL TWINE SHALL BE REMOVED
--+---}� FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL
TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE
OF ROOT BALL
SET ROOT BALL ON FIRM PAD
IN BOTTOM OF HOLE
TIREE PLANTING OIC SLOPE DETAIL
NOT TO SCALE
SEEDING SPECIFICATIONS
1. MATERIAL:
1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT
THE SPECIFIED COMPOSITION:
1.1.1. 80% - TURF TYPE TALL FESCUE SEED
1.1.2. 10% - KENTUCKY BLUEGRASS SEED
1.1.3. 10% -,ANNUAL RYE GRASS SEED
1.2. INSTALLATION RATES:
1.2.1. SEED:: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF
1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT
SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE
(46 LEGS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED.
1.2.3. FERTI LIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A
RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF)
1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5
GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS
PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND
INITIAL ESTABLISHMENT.
1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A
RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT
COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE
THROUGH THE STRAW LAYER.
2. EXECUTION AND PREPARATION:
2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS
AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO
AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF
AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED.
AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE
GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING
TO SOIL ANALYSIS.
2.2. ALL WEEDS AND UNDESIRABLE PLANTS 'SHOULD BE REMOVED BEFORE
PLANTING BY METHOD OF SPRAYING ORTILLAGE. A NON-SELECTIVE
HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL
WEEDS AND UNDESIRABLE PLANTS THA'' MAY COMPETE WITH THE NEW
SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO
PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE
PROCEDURE CAN BE ADVANTAGEOUS IFLARGE AMOUNTS OF ORGANIC
DEBRIS ARE PRESENT ON THE INSTALLATION AREAS.
2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED
OF ALL DEBRIS LARGER THAN 2" DIAMETER.
2.4. AREAS T01 BE PLANTED SHOULD BE ROLLED WITH A CULT[ -PACKER, TURF
ROLLER, OR SIMILAR DEVICE TO FIRM TFE SEEDBED. THIS PROCESS HELPS
ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF
COMPACTION.
3. INSTALLATION:
3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS
AND RECOMMENDATIONS.
3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO
HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN,
HYDROSEEDING MAY ALSO BE PERFORMED WITH THE
ENGINEER/ARCHITECT'S APPROVAL.
3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING
DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED.
3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO
AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND
VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE
APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A
RATE OF 81OLBS PER ACRE.
3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE
RECOMMEINDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO
SOIL ANAL '.YSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER
AT A RATE: OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET).
3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF
SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING
AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC
PRODUCT MANUFACTURER RECOMMENDATIONS.)
4. MAINTENANCE
4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS
IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF
SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE
VIS1 3LE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER
APPLICATION RATES.
4.2. REPAIR ALL SEED WASHINGS AND EROSION.
01
RF -VISIONS
REV
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COMMENT
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2/6/15
PER DEQ
COMMENTS
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RF -VISIONS
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COMMENT
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2/6/15
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3/18/15
PER COUNTY
COMMENTS
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(
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
(IN VIRGINIA, MARYLAND, AND DELAWARE 811)
(WV 1-800-245-4848) (PA 1-800-242-1776)
(VA 1-800-552-7001)(MID 1-800-257-7777)(DE 1-800-282-8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V122001
DRAWN BY: JLP
CHECKED BY: DRH
DATE: 12/23/14
SCALE: N/A
CAD I. D.: SDI
PROJECT:
WPO PLAN
LANDFILL
CAPPING
FOR
STH STIREET
STATION
LOCATION OF SITE
NORTH OF 1-64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
www.BohlerEngineenng.com
6A"'A Tri
1
V DANIEL R. HINES
.p Lic. No. 043176 g
03/18/15 �4✓�
�SS�oNAlLE��'�
rSHEET TITLE:
LANDSCAPE
DETAILS
SHEET NUMBER:
9
WPO 201500005