HomeMy WebLinkAboutWPO201500012 Plan - Stormwater 2015-05-22�� "1�1 ■1 �
CONTACT INFORMATION
REFERENCES
*BOUNDARY & TOPOGRAPHIC /ALTA SURVEY:
"ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC."
PREPARED BY: KIRK HUGHES AND ASSOCIATES
PROJECT NUMBER: 97 -159
DATED: MARCH 3, 1998
(REVISED JULY 8, 2003)
+GEOTECHNICAL REPORT:
"REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS."
PREPARED BY: ECS MID - ATLANTIC, LLC
PROJECT NUMBER: 28:1552
DATED: MARCH 29, 2013
*ZONING APPLICATION PLAN AMENDMENT:
"ZMA 42009 -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)3
*FINAL SITE PLAN:
"FINAL SITE PLAN FOR 5TH STREET STATION - OVERALL PHASE II"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V122001
DATED: FEBRUARY 20, 2015
GOVERNING AGENCIES
♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT
401 McINTIRE ROAD
CHARLOTTESVILLE, VA 22902
TEL: (434) 296 -5832
FAX: (434) 9724126
UTILITIES
♦ ALBEMARLE COUNTY SERVICE AUTHORITY
168 SPOTNAP ROAD
CHARLOTTESVILLE, VA 22911
TEL: (434) 977 -4511
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
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
� FI ILL CONFORMANCE WITH LO of F 14TION Np .ODES �
'Val
1
TAX MAP PARCELS
076M 1- 00- 00 -002A0
076M 1 -00 -00 -002 BO
076M1- 00- 00 -004A0
07700 -00 -00 -011 EO
LOCATION OF SITE
NORTH OF INTERSTATE 64 BETWEEN
5TH STREET AND AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
Ql
]LOCATION MAP
COPYRIGHT AIDC THE MAP PEOPLE
PERMIT USE NO. 20602153 -5
SCALE: 1"=2000'
*OWNERS:
5TH STREET STATION VENTURES, LLC
5B SOUTHWEST BROAD STREET
FAIRBURN, GA 30213
(770)692 -8300
CONTACT: DANIELS. TUCKER
AVON HOLDINGS, LLC
1209 NORTH ORANGE STREET
WILMINGTON DE 19801
*APPLICANT:
5TH STREET STATION VENTURES, LLC
5B SOUTHWEST BROAD STREET
FAIRBURN, GA 30213
(770)692 -8300
CONTACT: DANIEL S. TUCKER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
dhines @bohlereng, com
CONTACT: DANIEL R. HINES, P.E.
SHEET INDEX
Lb
an yo _
° >$QO c� \
LLE 631
ark
FRYS,
;u ��
lea
PEgTMp
VF}
O 9
l � Sf y.., gOS
?
-
o
p3
Np
`�4p t0 jo p/
QQO
o�
Ey0
PRIi1Iia
EROSION AND SEDIMENT CONTROL DETAILS
9
V
k o.
O@
O
ST
Qpa e N
o� AVf /
a\Jp 1�g
p9F ¢
YLON
Spt'
tiy8 4\P PPRK .�
2 o v0p
gA'Do L� C\' m
so W STE -
don Avenue
90
9 O
VIL
vE VIEW- °
Park
�2Q o pRGtC9 qy
-SS p�`4�00
4'p
RR
<2
P 1
pN
Q
0_
TBOOST 1�"� 3///
000 _.0210 Rp
RD
\Q'c'
LAC
C
ti�
Ilf
gllhy
ODIN
ozoz>
Or71� mll
Sp �
SgUB
S
r
LL
Q J -
I w - - D
�mzQZ
mO PI
4
.BEN
U) QO_UO
O ..
0
SITE
° OU
qTRY
cc
631 740
5y N w
Charlottes ills - Albemarle "� s
��/2° lF9�y°Jo Se uritp Comple
cc
P
F °'€k two 8f10
780
°° �r i
1 -I1,1: FpXNOgNLA1
s F`9 yy 7 vr. O 00 E LUB
tiAP
O �Qw
p
C
it
74
Z
�
S
�` P
SR
�y rFe9
t m o
cg Cq
4s
ENN
g6q�
! CT
u.
NDRID
SOU
TH �D R
� !q
y t0 ° od'
CT a v gw�fi3h H Ta
cy I S F � 9
,9T
6' oI )ot''
Luke 5.0 �, �
GD v
v
]LOCATION MAP
COPYRIGHT AIDC THE MAP PEOPLE
PERMIT USE NO. 20602153 -5
SCALE: 1"=2000'
*OWNERS:
5TH STREET STATION VENTURES, LLC
5B SOUTHWEST BROAD STREET
FAIRBURN, GA 30213
(770)692 -8300
CONTACT: DANIELS. TUCKER
AVON HOLDINGS, LLC
1209 NORTH ORANGE STREET
WILMINGTON DE 19801
*APPLICANT:
5TH STREET STATION VENTURES, LLC
5B SOUTHWEST BROAD STREET
FAIRBURN, GA 30213
(770)692 -8300
CONTACT: DANIEL S. TUCKER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
dhines @bohlereng, com
CONTACT: DANIEL R. HINES, P.E.
SHEET INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
1
GENERAL NOTES
2
OVERALL EXISTING CONDITIONS
3
OVERALL DRAINAGE AREA PLAN
4
EXISTING CONDITIONS
5
PROPOSED IMPROVEMENTS PLAN
6
EROSION AND SEDIMENT CONTROL PLAN
7
EROSION AND SEDIMENT CONTROL NARRATIVE
8
EROSION AND SEDIMENT CONTROL DETAILS
9
CONSTRUCTED WETLANDS DETAILS
10
b 6�
W �
Z
w�
�W
�W
z
0�
�z
w
REVISIONS
REV
L
s
BY
1
Lu
PER COUNTY COMMENTS
DRH
2
> cl
>ooa
SIGNATURE SUBMISSION
DRH
o:�E
2i zzzQW
C�
LL! 0::jWJ0a5$a5pp��
JF
0
m� ns'LLa
<2
O
Q
0_
a
�
z r
O
W
C
O §m�
ozoz>
as
m >z0l
O
Q J -
�mzQZ
OJO =W
U) QO_UO
�a
cc
cc
y
®
C
it
Z
�
w
cc
w
REVISIONS
REV
DATE
COMMENT
BY
1
4/29/15
PER COUNTY COMMENTS
DRH
2
5/18/15
SIGNATURE SUBMISSION
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: JPT /RTY
CHECKED BY: DRH
DATE: 2/27/15
SCALE: AS NOTED
CAD I. D.: SD1
PROJECT:
WP PLAN
°
TREATMENT
FACILITY
]E OR
5TH STREET
STATION
]LOCATION OF SITE
NORTH OF 1 -64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVIILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
� a
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
SHEET TITLE:
COVER SHEET
SHEET NUMBER:
in
GENERAL NOTE: -
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGDLATIONS AND CODES.
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
A S WELL A S ALL FED E RA L STATE AND LOCA L 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 FORITO:
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 ACTIVITIES,
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 IN
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 PERMITS 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 CAUSED 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 TD PROVIDE A SAFE WORK SITE.
14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID 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 CONTROL,
IaIMA\\\N12
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.
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 APPROVED 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 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.
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 50150 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 APPLIED AT 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 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. 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 NIINE (9) MONTHS
AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE
SECTION 17- 207B.)
GENERAL SITE ELAN 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 ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY /EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING
UTILITY LOCATIONS.
10. DEBRIS S HALL N OT BE B U RIED O N THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED
HAZARD OUS
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 CONSTRUCTION
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 PLAN 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 S O
HALL 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 SHAL C C
L BE SPECIFIED BY THE LOCAL UTILITY
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE
UTILITY 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. SITE 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
BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT.
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 CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM ON ASPHALT, TO PREVENT
PONDING. 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
NOTED. 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. REFER 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
STANDARD
SI
ABBREVIATIONS
SIGHT DISTANCE
(w
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
- -
FOR ENTIRE
PLAN SET
AC
ACRES
POG
P O INT OF GRADE
_ _
O I TE PROPERTY
LINE/ R.O.W. LINE
_ _
ADA
AMERICANS WITH
DISABILITY ACT
PROP
PROPOSED
- -
NEIGHBORING
PROPERTY LINE /
INTERIOR PARCEL LINE
- -
_ _
EASEMENT
LINE
VARIABLE WIDTH S
ARCH
ARCHITECTURAL
PT
POINT OF TANGENCY
L1 1
SETBACK
LINE
- ® ® ® - ® ® - ® -
BC
BOTTOM OF CURB
PTCR
POINT OF TANGENCY, CURB
RETURN
S 36 °30'32" E
BF
BASEMENT FLOOR
PVC
POLYVINYL CHLORIDE PIPE
L1 5
CONCRETE CURB &
GUTTER
CURB AND GUTTER
BK
BLOCK
PVI
POINT OF VERTICAL
INTERSECTION
S 35 °42'05" E
SPILL CURB I
TRANSITION CURB
BL
BASELINE
PVT
P NT OF VERTICAL
TANGENCY
107.58'
�� '"
DEPRESSED CURB AND GUTTER
BLDG
BUILDING
R
RADIUS
65.11'
L22
BM
BUILDING
BENCHMARK
RCP
REINFORCED CONCRETE PIPE
_....«,�
UTILITY POLE
WITH LIGHT
S 84 °32'05" E
BRL
BUILDING
RESTRICTION LINE
RET
WALL
RETAINING WALL
r_ --
POLE
LIGHT
C=====�
CF
CUBIC FEET
I R/W
RIGHT OF WAY
TRAFFIC
LIGHT
EA
CL
CENTERLINE
S
SLOPE
O
UTILITY
POLE
O
CMP
CO RRUGATED
METAL PIPE
SAN
SANITARY SEWER
COIN
CONNECTION
-
SF
SQUARE FEET
TYPICAL
LIGHT
w
CONC
CONCRETE
STA
STATION
ACORN
LIGHT
CPP
CORRUGATED
PLASTIC PIPE
STM
STORM
} -
TYPICAL
SIGN
v
CY
CUBIC YARDS
-
TBR
TO BE REMOVED
zi� �
PARKING
COUNTS �
ZL
DEC
DECORATIVE
-
�TBRL
TO BE RELOCATED
DEP
DEPRESSED
TC
TOP OF CURB
DIP
DUCTILE IRON PIPE
TELE
TELEPHONE
- - -170- - -
- - - - - -- -_ -- f------ - - - - --
CONTOUR
LINE
190
187
DOM
DOMESTIC
TPF
TREE PROTECTION FENCE
�T4
OR 16.4
SPOT
ELEVATIONS
C516.00
TC 516.00
BC 515.55
ELEC
ELECTRIC
TW
TOP OF WALL
ELEV
ELEVATION
TYP
TYPICAL
pf-
SANITARY
LABEL
SAN
#
EP
EDGE OF PAVEMENT
UG
UNDERGROUND
STORM
LABEL
X
#
ES
EDGE OF SHOULDER
UP
UTILITY POLE
SL
SANITARY SEWER
LATERAL
SL
EW
END WALL
W
WIDE
w
UNDERGROUND
WATER LINE
W
EX
EXISTING
W/L
WATER LINE
E
UNDERGROUND
ELECTRIC LINE
E
FES
FLARED END
SECTION
W/M
WATER METER
G
UNDERGROUND
GAS LINE
G
FF
FINISHED FLOOR
t
PLUS OR MINUS
OVERHEAD
WIRE
OH
FH
FIRE HYDRANT
DEGREE
FG
FINISHED GRADE
0
DIAMETER
T
UNDERGROUND
TELEPHONE LINE
T
G
GRADE
#
NUMBER
C
UNDERGROUND
CABLE LINE
C
GF
GARAGE FLOOR (AT
DOOR)
i
i
GH
GRADE HIGHER SIDE
I OF WALL
STORM
SEWER
c
SANITARY
SEWER MAIN
S
GL
GRADE LOWER SIDE
OF WALL
HYDRANT
'Ice
GIRT
GRATE
GV
GATE VALVE
j"__ l
SANITARY
MANHOLE
/O�
1``_'i
HDPE
HIGH DENSITY
POLYETHYLENE PIPE
�.,��)
STORM
MANHOLE
r O`
® I
I\ ;
�__
HP
HIGH POINT
4ti1M
(9
WATER
METER
0
HOR
HORIZONTAL
wv
M
WATER
VALVE
•
HW
HEADWALL
GAS
VALVE
INT
INTERSECTION
®
GAS
METER
®
INV
INVERT
LF
LINEAR FOOT
TYPICAL END
SECTION
1�=
LOC
LIMITS OF CLEARING
HEADWALL OR
ENDWALL
�oR
LOD
LIMITS OF
DISTURBANCE
LOS
LINE OF SIGHT
41
,
YARD
INLET
O
LP
LOW POINT
9J
CURB
INLET
P�
US
LANDSCAPE
O
CLEAN
OUT
O
MAX
MAXIMUM
Q
�� ----�'
ELECTRIC
MANHOLE
O
MIN
MINIMUM
T
TELEPHONE
MANHOLE
O
MH
MANHOLE
MJ
MECHANICAL JOINT
72-11
ELECTRIC
BOX
EB
OC
ON CENTER
E
ELECTRIC
PEDESTAL
EP
❑
PA
POINT OF ANALYSIS
PC
POINT CURVATURE
PCCR
POINT OF
COMPOUND
CURVATURE, CURB
RETURN
(A
MONITORING
WELL
A
PI
POINT OF
INTERSECTION
GENERAL NOTE: -
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGDLATIONS AND CODES.
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
A S WELL A S ALL FED E RA L STATE AND LOCA L 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 FORITO:
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 ACTIVITIES,
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 IN
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 PERMITS 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 CAUSED 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 TD PROVIDE A SAFE WORK SITE.
14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID 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 CONTROL,
IaIMA\\\N12
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.
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 APPROVED 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 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.
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 50150 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 APPLIED AT 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 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. 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 NIINE (9) MONTHS
AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE
SECTION 17- 207B.)
GENERAL SITE ELAN 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 ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY /EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING
UTILITY LOCATIONS.
10. DEBRIS S HALL N OT BE B U RIED O N THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED
HAZARD OUS
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 CONSTRUCTION
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 PLAN 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 S O
HALL 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 SHAL C C
L BE SPECIFIED BY THE LOCAL UTILITY
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE
UTILITY 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. SITE 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
BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT.
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 CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM ON ASPHALT, TO PREVENT
PONDING. 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
NOTED. 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. REFER 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
L1
SIGHT DISTANCE
(w
- - -
STORM DRAIN
�p
- -
SANITARY SEWER
I
- -
WATER
��
- -
PUBLIC ACCESS
*
- - -
COMMON SHARED
IE
- -
INGRESS- EGRESS
I
- -
PUBLIC UTILITY
VA
- -
VARIABLE WIDTH S
LINE TABLE:-
NUMBER
DIRECTION
DISTANCE
L1
S 25 °45'15" E
45.00'
L21
N 56 °52'33" E
56.84'
L31
N 73 °44'05" E
70.94'
L41
I S 85 °45'33" E
141.07'
LS
S 72 °33'39" E
61.33'
L&
S 50 040'06" E
64.27'
L7'
S 35 °27'54" E
71.97'
L81
S 13 °14'20" E
89.00'
L91
I S 34 °50'23" E
191.43'
L10
S 52 °19'19" E
134.66'
L1 1
S 38 °00'12" E
138.06'
L12
S 31'47'38" E
131.15'
L1 3
S 36 °30'32" E
88.07'
L14
S 13 °44'20" E
90.00'
L1 5
S 48 °14'41" E
97.16'
L16
S 63 °48'17" E
140.01'
L17
S 35 °42'05" E
148.05'
L18
S 60 °47'53" E
65.32'
L1 9
S 70 °36'05" E
107.58'
L20
S 49 049'34" E
72.30'
L21
S 41 °13'10" E
65.11'
L22
I S 87 °23'59" E
58.48'
L23
S 43 °13'50" E
25.59'
L24
S 84 °32'05" E
17.79'
L25
N 65 °22'01" E
1 65.58'
L26
N 52 °40'13" E
36.90'
NUMBER
DIRECTION
DISTANCE
L27
N 63 °47'21" E
103.27'
L28
N 48 °51'09" E
117.87'
L29
N 72 °21'31" E
40.36'
L30
N 62 °10'58" E
62.92'
L31
N 34 °23'58" E
40.98'
L32
N 59 °24'00" E
43.08'
L33
N 45 °01'13" E
68.60'
L34
N 75 °43'43" E
25.27'
L35
S 67 °14'58" E
54.07'
L36
S 80 020'49" E
42.45'
L37
N 70 °28'28" E
60.94'
L38
S 41 °13'10" E
42.28'
L39
S 82 °17'53" E
75.19'
L40
N 51 °34'57" E
90.10'
L41
N 29 °55'52" E
94.32'
L42
N 63 °28'27" E
68.44'
L43
N 43 °23'57" E
83.99'
L44
N 10 °40'38" E
78.62'
L45
N 35 °00'11" E
151.39'
L46
N 18 °51'49" E
133.94'
L47
N 30 °37'56" E
135.46'
L48
N 72 °56'38" E
66.81'
L49
N 55'14'43" E
129.56'
L50
N 57 °39'54" E
20.00'
L51
I N 39 °57'32" E
88.99'
L52
I N 67 °17'05" E
19.76'
Fil 0
z
" 04
�W
�W
z
O 0
�z
W4
Cc
REV
DATE
Lu
cc
�
E_
C�<
0
P,
¢¢oa
4/29/15
PER COUNTY COMMENTS
I>
�Q d D�O0
P
cE z D J
z z
L 0JLu,Q
4=
��wQir¢
r;
o F =
4
mO�m'SLLd
U UJ
1
b
g LL
Q
O
a
M �
>-
= z >_
O
_
0 ♦
;�
O :E
pz,z>
m,�z0lr
LU
O J
H Q H
�mz¢z
°a °()u
♦ * * *♦
Cc
REV
DATE
C.;
62�7,
cc �
G
�
cc
�
E_
C�<
0
P,
4 cc
,, u
� W
CI b
F_
� cc
G
4/29/15
PER COUNTY COMMENTS
I>
2
5/18/15
SIGNATURE SUBMISSION
u
IF -11
REVISIONS
REV
DATE
COMMENT
BY
1
4/29/15
PER COUNTY COMMENTS
DRH
2
5/18/15
SIGNATURE SUBMISSION
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 81 1)
(WV 1- 800 - 24!5- 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.: 001
DRAWN BY: JPT /RTY
CHECKED BY: DRH
DATE: 2/27/15
SCALE: AS NOTED
CAD 1. D,: SD1
IF PROJECT: }�
�1' �Y PO ]PLAN °
1 -64 TIR 11 A°�°I�E�T�°
FACILITY
FOR
5TH STREET
LOCATION OF SITE
NORTH OF 1 -64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
BOHLER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
TH OW
V DANIEL R. HINES IPP
.p Lic. No. 043176
'00 5 \18 \15 �0"
t C'
_ NA LE
SHEET TITLE
�E�E�AL
bv`OJLES
SHEET NUMBER:
N2
im
I � r -
� f __j l
I I ,___�
" I
I
�____�,__ 9
- I -
,_
-1 Q��
- - �
I
I
/,��
i ,
; I
"
"__
11
l
I
Ii4��,im�i_l
� - � "I , - , ,jlli,�,I,if,1,111'1/,� " /1111117-1// I , , 11t
lol',,,,� � "I" I i I ,//, !/,'I , - , I �, �
, �
7 ,,, /" / /i''o " J 4 I
, , I Pr " I 1 I 1
1
, ,
-
I 11 - I , I , �
, 411, - ,,,�/ , "") , -1,111, __Q /
, 11 ��, , t 1,�,�� � " \ i - -, I
,
t, \� ,/ �11�y!"`X I/
i I � / - `yvi"I",fill, i'lly, �, b1____, % I 11 I ":` � tt
t ,, , I ,
i I �'Ilg �,,, I i I,'/,!f,,vz,',',' " / I 11", i 'N I
I f" -, � " I I - I lo � ,
If , N 11 I / \, I � i
j I il;, " , ,//Ij, N Ii`
11 4, " 0
/ i /l/g,"'. , "flo, � W" I - ) I,, I '.QA i
, ll NZ, 111 , \ 11 I
I I I , ' \ / 1, I , I
,
I , , I k � ;,
I , , 't , I �
,/
I I , � , """ im� \ i
I I'! /
- 'i Ill, �,llj , " 11 , I, I
f 11 t / . I �Iv %I _\� �
I I I i - I - i - """ 01 1�1 /
I I I , "i �� i -
" , / 1" "i"i"Ill" /,,,',"X�;,,,,� !/' , , 4" Il,"I",
, I , ", ,,l , _,___�, ,� ,
- I ,/ , I --
0 , "I � � �t � -, . �
�
A I , / I
"I , ___:��;�; I ,
� " ill �i�, � � 'I
I , ,/", '11, 1,41 Ill 'I
11 /,�, , " " i "�, 1, I
4,�,,,,, " I "I' -
I , 11 , I Will , , /l, " �' 71, - , ,-" Ili /1, 1_!tl__�
. / ,,,,,,,, 1,,,,,��uo �/',"" I ';I i"', "I \/ , " , ,
.-
� �'O�Tl_ 2-�'/ X�, ,� - 'I' 1, " \ ,
i i il' ,,,,,,,, , ,`,illlill� 11�,ill"I'li!0�1 I i I � �
I I, I I ko , " ll!"�,�i i""', ,
- - � 1�7 , (,,, I It a I -,I
I � - - � I It
I l I", It q,, I I
I I U ", 1 , I ", /� ,�,,,iifll / I.,
I � f i � � I j
I 11 I 11 I, , - �',,;, 1!111 11 � II i
I '?, " V, , I
, I
, I , ! "i ,;" � ",\ , i�� I I I " - li
If" i . I 29926 1 I I I I
,,-,,, � I i I , fif� , /Zi __�
I , �1 � ,1111, ,,,:::: . . . . . -i --, I , " , ,,, P I�j lj��,,��, I `Ii I,; I I I
I 13 Of I I I
. -�, , ,�_,, / V I - I i
(t ,, �1,1�; "I
I
1:4 � ", , It -11, 11,_� _�lf_ I "o, i , i I ,,ij� f ,,I'll t i 5 , 1, " 1 I� . I I �
I t, , 0`�, lI`�. I I
_� , . ,,,,, ,,i,lj,ij�j
��\, , I ill I 1
, Ill
� , I
, � fi,g it / I __� ___ I- t ; �
-
, " �k-.` 11, *,-� 1, I , I , �1"!,�, It i"'Ifil!"'y il"K""",\ 1 I
- [/ � _�i I � � ,\
1��_7-�,,v; ,,\, \ � I 0 -_ -W -, / I'' f I I �llf , .
I'll I I I �-�,�,-\,,,'�,,,,,�II , ,,� I � " ,,�; - - - -::� -_,�� �__,
f, ! ,�,`,iotil�fil,ffolff, - I
\%��---_, , I I'- ,�i, �
I � ; � If I ! I I k� I, \ I - I� I i t
,�,A I\ " _ _11I ii t I IV I /"�----- I `.'I o I ,, -,,� I 1
,�^�,� �,,,-� - ", , " I I, , � , ", ,It I, if ,,,,, I 11, I � , I_ , lil' - i I i 11 1, � 1� � -,
"
- , - , \"",,,\\�, �,�\ "" �, , ,% I % I�l. It , _-, � A, � ; i 11, A , � �
, - 11 �/ I ,� I - I miill, ll�, I'll' 11 t I i I 1,
- �"",/, , , " , - J;,'' I , \"\,"I,l""I'',I f , I I ill i i ,,, ,1',",�,
I , 'N
, ";�-,�,/, �,\_ � ,"""""," I "' ,,1�11, �, 1\ i I, I
" , " / I
,I "/"1'I',,0,� - � ",/ ,\ ,,,,,,�
, �� ",, ,
I , , " �% `,",\, \"\'\ '-' ,,,,,,, -�,�, I ,\, �,� \1 I I I ;,n � �
"
,�l 11,
� �', 0 -,, ,� ,\ , ,<, , " , I , , , 1, I " , \- , , I), j'�j " % ,,, ,�, , , " 1 Ili; l, - I I I i I .
I v , I , , - , , ,,;�,,� , , - - , I
1�; '",�, ,\ " \ \ - , " , ft� 0,15IM ,�:!;i li , i'l"I" ----,'--- I
,
01�,'P, -,-",/ ,,� , , I, , ,,�,,�' � r,,,,,�,,,I,'� '\,l' I , I /' I " - - I - ,�, � �� -30 I- -1 11___�i I � , I , "i _-,��l � I __ -- I
I 11 l, - I .. ilt ; �,, - - I
N,',\',,',�q,Il-',l of \ " I, �� rx.-,,,�_ 'm 1 , �', i I I I A I` 'l, i 1, ,--
c , ,,,, ,,�,!"" I�, , , , Y-, , " I I- - � " / I III ,� -I, �
� - ", I , " , " __1 ,,, _-, � " . -,, , i 1, f 1, 1
,�'1,71,"I'11 Ill 1, I � '� I , i I I l i 11 "', �,::: I
- , � i , , / / - , I � I "l- s Ill It I , C! , Vilfi � ,
" I-- //? ,,, ,/"`/� I 0n�, I I I I � , , , � � c r , . I � - , I
, , , , - I I I - 1, ll �, 'i 1,��i��; $l A-- ` 4i I I , It I l ll, 0, \
f ,� , , - �� �1 , I ,,, � . , l I -, ir I I ,
"I/I , I I I I I 1p � , � , , , --- " I ; " , / /S,, ,--- - I , I , , , 1, - I -, ,
I / I 1 '_ - ) , 'A �fw�, I - �� fill I;' l Iit,Al, I I I I
, I I I , , -�-- , ,/"1-1/` , 1"�� I, ____ , );` ,'/,--, , I ,/ b )m E, -, -,I I ."/ --I ,,iil�! lo IN,, ,,,, ) R 'lii"A `I,�i ,I � ,I 3 I I ;, ",
,
� t I. - / X/1! III 'It"11111fli III;' iI�ii:ll I/ I
1��\) � ,,��, I't" `,,�, , ", - - --",, I �
I IN I __ , ,� ,�,, �, , , , - I , It , I
__
I �NX I - - -, - - - - 11 I - I ,,, � I I I \\ \, \� , � I � I :�f, ,,� eg I\ ____ I I
11, I� , "I/ol"flI I - , � _i� Z,,,�,--- - / � i i ) , ,/ - , .- , , ',l,,1�`,`,f`1II ,-,%\\", � , *11 112
�� _��--"_'-__' I , , I!, I I I I 1',hul,�, ii�k , � I"\ �
" 11 1, -- -, W % NN \\ '[I i i� ,�i�, I,-
-, - & I I ill 3� " �
- I I Iiy , " :,_ Ot ,\"" I
- -, : � `,,,��---��E71, l; ; ------ I -------------------- ,� ,
/, 1 ==-- __� __ - - , - , '� , I :� � \ ul I ,I '\,,'," _�,\
-
-I I , "I I _', "" I", "' ,," 'u I ,�, ,� - `- - i/ 1, ." i i! ki"I'llif"I'l,ilt,6"I", I I
, --f- - -
- ,:��
,�
,_�_>
S -,t��-O,,r,,,,- � -'-' �7 � _ ,�_ , ; ��_____ " 1, /l/i, I " , I, � \\ 1, \,\ " I It � �-z - ; ; i I' Ivill �ji
jo , � � I))II;I I , olfl, , " 11 ; rN
I '.1 - " ,-_,, I ,� 1�1�__�__Z� Ij l , I i , "-\ " I , I I " � � to \ I I, ---, " - _�' / , 11 , N I; ",i,l�,,�,,,,,,�,,I,i���i,ii��i�i; ,", - ,
- , , 11 1'�,i , 1, 1, i I ; � I � z;,�lv,__1'1_1\
� , , � - --- -�"n'-,-,-,Z� , "'i"o/ ,,(,I, I, \ \ I, \\' � \ '\1 I, " , ),6� I if 1 1,�� ,\ , " \ i W, , I pl, , \ 1111I I ;I
; . ,�,,, �: Z_ z� -1�_'_ :� - , I
--- - ,\, / ' - '/_ '
, �1/"' 4 " 1,fi,ii)),� � :� -�:-,-��_---�:�---,---:,�l-::"�:-"-,", \ 'y' /� A , � ' :�� I
,�, I , , , "�, ,,,,,,, "'I"'i"", , - ffl, ��_ ,� � _ , ( I I � , -,-- ( � I , ��. I t I I I � I It I c:_> �11
- � �� � --- � , �, .-,;-,-, , il�, �, , I 'ii��,',Itt,v I - ` �, : � it / 1, I
, - - - , , I - / , �
-,, _-_ 1, IN`/ _ - I , I - i%111 II'l -_
I ,,�, ,-, Iq 3 �', ',,'-Z�-��_:�Z� z�-_�-_-,�,�,,,,�,\"-,�,�,�� - I - I 1�1'1_1\\ ,-,\\ I - _-, , " �,%\,\ 1� I ,` , . ��!I% I 1�
-
I :� -11, �_ -,, -,/ , /I - - , -'�,7-� -��--�:-Z-�:z �- - %\�",\-- -4", Ill, �', , " I,,--- ---- \ \ -:. --'., - -, /,/z , \ 'I'e,`, \, � \ - .- _', �� , \1 - -It VIII "'i"I'�,"'i, \, ,\'I", t, � 1; 1 1 1�'I I I
I - ,\ I -- -- , I , I'l ,,'/I " � X, �_ I , `,%� N � --- � / � � , jt� Ili, I , ,�, III ,
I __ , I � \ \ - Ill 1,ii;;,6 , -- %It.- ��, '� M Isla 11 _4i_
, , . " - ", , - - - � N , ,7_ - , - ,�,/",; " I, \ - ,,�----A ,�`O"' 'm, , " \ " , " . ..... I , I, " , __ I ,:�::.-_'�: -Z-
� �� \ � , " 1, I I - - -- `�,\,\ , ____ I, . I � \ I 1, , ��f' 1-1 . I I
\I'- - "/"- ,;��__� X , I'-"---- , - , , I I 11 I kI i I .� . ------- ---
- - I- ,��-,--_-_'z,-i',k, - --- I I' / //1 'I\\ % \' \ . _�-
__ , 1:��_-_- - I I , Z�11' I I " I "x % I, , " � V, , " , " \ \ ", I\ " , \ _il - 'I" )I'll:;:! y'lil, -, 11, ��, - �
, �, , - 9 �,-- -,-,,--:, --- " Z 1, I I " I I v\ \,�_ ------, �, I/ " \ � % I k \ I \ \ , , I ,
I , - - � _: - _-, ___
I * I I,f� " I i I � I I " "' i"ll "' --- .
I _ ��,,10 -, -, f, k I � "Voi i;i i 11 i , -
��,__�I__�,__,_111 \ , , , - "' I ,\\ ��' , -, \ I, , - � , " , , , I I / W I 11 IX il -------
� "I "I "o,"',
, � - , l'I'l �
, I , m I I 1'1�1��;�,� --- --- -,, - , I " � I \ , , - , I N "
11 " , -�,�_-_- ,/ wm I '&\ \ :�� , - - ---� / -, \ \ � - ,',�,,,�,ij, , \ '' I I , , � �11 _::::
-1 -,,, � I 11 I ,,, - - 1, � _:�_ , , - I , , , , 11 \ ��� �,,lil Ili, i;,I I I , I � ; , I, __ , k :��
- , - ijil-, "Itl ...... . . " I I
, - ---- - - --------`,�///,',',"�-', "."'i" ---_-_-_-___--,/ I __1) i I ik"" 't, ;��111,�,,'��,1,11 tt�,ll-1 ll"
, '11' , �, :�_�: _3��:�� , , , - - / I � � - _��_-________ -
_'111%-�,', - , - ___ -,) ---,
'1� ",\ "',�,"', --- � , , , N, " ',,\ I, � - �"'o',:j1,',1,1,�',' 'l- I I k lw42" � _� 'III \ I li, , /
I , ,�',/",'-,��-�:i�------_-_,'-----, � - , " �-,--- - 00 �, N , -, ,I" It" I,\ \ � , fill 11 11 "", -
i ,,`i`4 , � I- Iz- I � - --- '<� �
-,\ I,- - --, -_,1,____1,,," I, , , , -
1, I/ __ �� � , 11 , I
, ,
, , "N'w,
, ,,\
,,�_
I ii 11 I �\\ � \ --::-, /I 1, " � \� -77� _-,--�-,�-_- \ \ o % �'
, ,,
, ,\, " � , ,
I 1, �_ - \<,,- , I,,
I I f I f , - - - , , / , I I I �,jfl- �I "l, \ - ,�'t I / _,�:,��, I
'� ___7 -------- I 1� � _� ��. - , \,\, ,,, 1,,,,\�-�-,-,------_ ,� 11 , I , , , - _- -` I 11 ,,, �iiij,I�i - -
I 1 �� --, -,�� _,�""11,� ��_� - , � , � ,,,,r� �,� , I l, "t I 1, _X, 'N C_ -) / I \_1
I/- . "I , , __ - - , � , / \'l \', '\ ',, I
) __ I I ,,, ,,, I - - - � ///',/ i I, � _____ \ _-,� " w; I, vi, If ,I, I � I I \ I 11 I � Ru� I .. .... ", , __ "� � ��
v,,,ffI`,,�,-, - :�, ��z 1 � - - - I ----' --------- �- � � I�N l 'I ( l ,,, ( I � � I lt _ - f:::: -
-
I �, ,:i�� 7 __ - / ,-, ,\, \\\v""-',' -<� �-,19,4,i - - I - ��,
I I ,� , / j"; - � � -3�;---_---7:�-�- ,�- , ,,,, !/y--�,\"\\"-,-"- \-\,-,\ -- ,--- - � I NI, 46___,�_ - __ - I, A, " /,/,/, , ,,��',ii,i,(',,',,��`i )
� I I __-
X
)It " -, __ - ", "", I, I, , \ I - ,
- �-:�:� I , __ - - - - / , "N ,-�-�� -7 , -- - of I �I j 111;I I I't, \ . " i r---,�, - -� - - , -/ I 1,,,",��
___� '� � - _� - I
- - ,
, f ! - - - - - - _-_-_-_-_-_ - -1, '1� �:__ ____ ,��,�, -,, 1"I,el I I - , "I __ __ - - 'I " \, ,, � I, , , , , :��,�, � - I __,_1__k/1/;//'11"'17�IIr1 I 11 1 i 1, � 1 i ; _�;
i" ,_ __ _- I � ��_ - As\`-",-�-_-<� r��___��-_ I 11�111111111��!,�Ii ;�:J�i;, ��
- -::=_��-�,,-�, I-, .11 � I I'll'i'll, � __
I'; 11 ,,, I "'! ` - 11 � N, ---.-- - - * I - __" ,\\ ,�� ��- . A ",I I t , , �, $ I l �1 � ; , ; - �� � ,I I 1, I � I l\'i�l � , ,
I� " :��7_aE�,�-,,,, I t r "��__ -1, , : "
� 4_�� _�_ 'I', i, , � I "\' ."
> � " , \ , ,�11
"Illiol" , , "! "o �1 � 1; Y
, " :_:_ ""e ----. .\-,I "� ___ - � , - ,�_ - �I I " III, ��i ,z -
- ;111
I ,- - --- - , , - _---,_/"'_"\", "\"- - , ��7�, --z--.- , , , i , '/� ,,_,,�,T
I �i Z �z ��_ _"'_�,,W��11�� ; I ___"_�_,�_��, ,\ " ,�� , , " , - � - , I /, ,/ , ; I i 1� I i l�v i 1 , " �f - -
1� 1, I I I - --- z!,�,�<_--,:--��-,' " --,� " , " " - -- __ - , � � I % I __ -
I I - I-,,--- _-_z - , 3'�', ;�",\\�� ,� , \ , , , ,�,
- - . , - � 'I, ',,',, �, � i 1 , I ,,� ;,;i1i',,!,1l�A$ �il",��! i : I� \ , � . f
- - - - , , , , - ,,� -_ " � , 1-1 ___
I __z�_ __ - - ", k 1% , " ,I ,
�_ - �� - -, I- - , , 11
- "I _:� , I-., "',', ��_� , -, ,� , - , 1� I
i �'l I , I - 1"'� I / ��_ __ \ - , � -, - - I I ,
, I � __ __ - 1, " --, - -_��Z�:�, - 11
,
, �_ ��_ �_ - , " - '\'I , "' I �N III III I
- - I /, I -:-: - :�';� - - �� I I - , -, - ,,, -, - - - _ ,��, """, j I/ /' , ,/ " " " ,,, ,,, "I " ,I I\ I z, I I 1� 1%, III I � i � I It %, ) "'I �
I t 1- _'� - - _ 1�_ � , - - - - --- - - -- - - - - - - - - , , - , __ - _ - Z�:_:� �,sz��: ----,:-,- _:�__ ,// I , -1 I I I', "I ��, of 1
- , ,_ - , , , - , � - - -
I - , - - I I _y I � __ � ', � I , , v � i I ------------ I
�_-- � - - I I I - __ -
I
- - -- - - - Z-:� --- --- Z�- - - -_- - - - - - - - - - - - - I , ) , I/ `,\ I `,',� - � I -, -- �,� � I I i " ,� / I
I, I I , , I I , , __ ----- - - - - - - - -- �' �_- , � I 1. I", I 1; IQ` ,��%,,Il t ,
I , I I , - - - - Z--:�7p- - _ " , I , , , ");rwa-g-a", 1" . !
o i __ --- � � , "� 'N' 11,\ � ; i';', 11 fill I �
- � -, _�� - ��- -::-:�-�-- - - - - -- -- - - - , , , , , I , , I , , 1, \' I",, �' I , I , - ' 9
\ \ I 9 Nl� '� -_ - - :� ,Z �� :� " - 1�1 I I I \"I"\ - f" '\ \,, l lkm,\,"\,� \ '0�0` s:-,
I � - � - - - - - - - - - - 1_ , , �, - - - _: - - - , V �\, I ,
I � jjIjI I I % ,,,,,,, , ,,, ,,, , , - , - � - ,II�\�,-',, - � -:� ----,- - -� - - - I ; � ri'v"NE'i lA
I ,--/ ---,, " ,
j I i i 1; I I; " " ', I,', " - , - - �, Z_-�:-�� � _�-:� -- __ -1-11 -, - � � : , ,\�\�",\\, \�,,,-,:-,\,-,-,-------------.----------- " I ,,, i If I:" I � , iy�! " , 1,
I - / , -Z. -: � I 11 - - - I - __
-
-
z , , z - - , -
� zz
z
I I , " , - - __ - I, , 4, _Iz�__ , ---------, , I I , , �,, ,,I I ,,I � "I N ,
, � I I \ � I I o � /I / ,/ I I , , _�_ - - _�- I I I , I / � � v , , , \ \,", - I W., ,'I , "'IIII �,
q __11 ��, ,
%I,',\,,\'�I % I I I � ", I , l 1, y " __ I I - � _7 - - - - - -,--,----------- , I/ / ,,, \ -
- , ? 7� _ _� - - - - '11, I ,
,�
if I � , I,' �IOI W, � , - \ l,5" __ �I,� : ��<--_ - - - - - - 11 , "\, , \1 , , .. , I f\k, I % � � ,, . - 1"
,
t I - - �� �_:� :-:::� -�--�-- - -- - \ �,\,\\\ ,,`,"\� \ \ "�� -
�
,j , � � f -v I I; ��OL`1,,\ I I I ___-_- __ 1�� �
�
-
�ltll, I_ � I " , IX I � I � I ll ,I � i 1- '/ - ;; --- �, '��, - _�,�_ __ - - , ;,��_ - -:: �_N _Z__��__ - - - - - , I - , n " .", ",
�-__�_ � I, I __ ,
,
il ", - ____�� . - ,_ \ lofl, "",\,�\ "f,�I,I,tf",1`, I
I --- - �___ - , - \ I, , � `,\� _\1 __ - W4 " ,I �,//, 7 ___.__,___ 1-11, ,I, If I
- , - - _�� - - -, - Ill / \ , ', , " I I I 1 :t5 , - _____ __ I Il
I - ��Z�� I p I , 1, "\,I I,\
'N l � ______4�� ��_ I ,,,� - - -,-, `iz -: - - __Z__ - - - - _- -_ - -_ -_ -_ - -,--- -, , ,�\1�11', , I - - I,�, R i \ I 11 i I"'It lo I // .f- , - I
� I t J : i � ; 1 1144I�___.q. _ -, -_ "7'� -,---- _ - , i�.._ - �jz _:�_-__,_ _E " I " -, '11� "-'-' , - _77- _ 'Ill)\�I , 1� I , I
I ---
I � � I , _ I __ , , I - "' , � - % I I \ , r, I I �, / ,
I,- l I I I I / _1/ / - -,,� - - __ I - - - __ _� ------- �� Vill I- ',�' , , I Iiii" 1 , ,
- - ,�,��7,�, , - 1,
I _Z:� Itz - - , - -:!-E_ N , , , �_ __ , � ___17 1 I, , " i It ; I �l�i�;; � ;;illg�i�i I� , , I If q I __ I � � 11
I '20!:�111A - __ _-� -, �� , " � ,,`�
I ���::-_ �-:,- ,1\1,1, �,""""',"', , � " , � ,�,, ,\� ", ,j� j",
i I I -, \11 - - - - ___ - lQ1 , e it I i I I , \, \" I , "I , --- ____
" I I 11 I ------,.
_� ,'-, --, - 0`1 , if -
��, ',�� �, " - __��_�:__, \ I 1. - � �, 1
, �
\ "'l-I - _�at:511 p __ 1��-!��-��___ �,-.' - - " , , , " "�� " I ,� \ I I
ell-- � --- %_111k__1_1s_ ��_ . 11/1
- / - ��
I - X � - - - - -- -- -- I , / � ,-, ,','-',- ______�_ -, ,� �,, "', ____�, I - I ,
_�, " � , I I I , , 4' / ,
I , 1� , , - �\, ,,,�, ,,,�� .- � - 0,\ "', \ ,
,
� � - [I I" ,iij;,,,, __ I -1 I, � � , " �,f 1, ! / �
11 I I __ - - - - - ,-----,--,,- ,--- ,',- `�Z� - - I it I, "1111111� t,
I _ ---If " , I
...
11 I, i " - - _� , - - I I
- - - �� - - - -__-- ____ � - �!�� _;I -,/- - , - , , _` -,,'!o- , 11 j N i;; � 'It, ,it � 1, � I " I ; � I I it , -�
'I 'u,", I - - 1)( t;;�` __ __ ;- , - -- 1, � ---',�,��,--,-�',--,Z��- --- -,",-, - �: ; i, 11 11 /'I'
,/�", - , � l
/K, _ , , , ", � � --20z_--, , ,,� ,Q', , , " - �V/ , , ) � /, iillii; I I;, . I 'i (6 I I �� --
t, Z, " �_�_ /-, I- " -,_ --,-,,� , - , / I I
___�� �_ - I _-� -, . , " , , �� _:�_ - , " , , - , I i I Ill I '-,
- - i-lir I � i �
'11'�____ - - - __ , I I 1'.r", '.
- - -
, \ � 1 11, , ,, - = - I
��,, I ,\, I � , , __________ "I , - ,�,� �<. � , ,_� , l
2- -
- -
-
- 2
/;; I _"I ---,--=- / �1_ I �� , , , , , " 111;, � ,/,;, , ,11�il� "I 'I, `
( ,/ _ri�l 2 - - � , __ , , ,-<,"I , � , I I - �---, _-�), " ; -I -!l��, , il i 1�1;;i!,;ili ,..,______,__ i
�Il� �,,'� 7, %, I ol , - , il ; i;,; ) ;
/ I , jj�Lll il 11-1 - ___ .� , - I _� i- I , , `1 , I" - /I - -, - J I � A - -
, - -
I - -11 �l __Z I,-"-\- , - / - , � , -,,' " , I 11 "I __,, - ", , 1 �; ,I ',�,, � it I f I I 1 i t
__ , "
I I Y'\ 4$'l 'I a�-- -_ I',--,- _____1 - ,,-, , , ',� �,;, ') iIi,i_v "lil
, � :i ----I--- , - -- :z""', I _U1 - �' -- -, __ ;11 I'lif ,
,
-
/ - li� I , X-.dl 1, - --,' z ----, , _ - 1�11 V ; Iii I,, ilil!i�!Iiiiilli;;I; i i 1 I l �:; I /__
,
- -_,-,--_- , r,� I,,-, --!- , tlllfl� ,� �
��� I 4 Ljklz�_;f___, _____ I ly - - -� --- . - - -I"-- 1�', - I j / I" 11 // i I , , fli "I "I", 1i Ili i I I, / , I ��
, ,/ , - , iq'i
,-- N 11 , �, Ill _- __�,� - - __ , ,`\ I, 11 I I
III, it, --, JW :___ _ -,-,-- � 1,\ �ii
, __ ,
- - - � __ __ - I � __ :�-_ U1101 I " ;ii I,li I o,
- _ ...... = __z __� I _,_,� ,_ - / i ltlk \', " I, ; I � 11, l ;I I ,I ""' ki�; ______ , , , __
�:i � I "', - _�_�_� - , I I ,'��,� -� - t 0--- A I1.1 �*,,�,�'!,I�,�,�,,,,�,,,,�i,�,,�,�,i�,,I lij;l1ii � Ill ,I III � , , i
" - - -----I---- __ - - 11� - �,� - , , , , - L_ )-- , , � � I'\ 1, ", fii �,,I,
/ I ___ _�91
, JW
"�, __
� < ,,� �__ i I �
RR , � '_ , , , � I
" "l � " ^�' - - -
,
,,,,l � - -, I 11", 'T
7 \) / / /I ", � ____ , I S1
I " iii ,,, pe" "y , " ga -= -, I �3-,-_�,,:�,,, - 7_:�,_ - - I - , I I �1 10 t 11
-
W�. : I , _; �7 llllI�5 __ -, ---�!--�-�,-,�--Z:��:'-' -,�_ - " - , j it i� till / ) Ill , I l, I �
, , ,� -� -�, 1; ij - -
I -, �� � , - , - 1 4il I- ,,,�� ,-,, � - - ______ oII j, , "' ,;,; � I
`I�< _--_- , , _� - I 1X,I'wIfI,fl 1, I, I'
z___1 i�� I- F7 - ,:�� " , , " i I ,I 1 i 1 � I �,,,, to ; 1; I I f �, , % t I` f 11
ll - __ , - - ` , / , , , " ___._ - - ___ I,'- , I ril- - 'Ill�%l\' \ f,
=_ -,
,
;'If`11191; i f ty 'm _-,�,Ak - -- , , _� 7- -, ��", I Ili liou'll!l7i) ill; / ; 1,1,\1,'w1,'i\f%`, I / o;; ji, , .
-- 1 I f I \\ I
V-. - i / � ` - I \N,\,% - - - -, -�, - :�, __��i_ ___ , , " 11;� I , I � 41 I,
1, , I ,;I W " , ill I I
_�_!��,::�� ly I ____ I - - _;;�__ , /I Ilt�� �6� , I
I ll"111 1, w L __ - - - -',----,, __,N,\ v \�\-,-"��3z�� , - ,
I - ,� �,�, -r- 4 -, ,
"
, I I lll� - - 71 _�'_ -1 �14_ --- , � ,,<ll, - ) / /if ��',' I f I: 1 1711, / N 'i ,
I ,�t I- , - , 'j I I I
I jr, ,� - :_:�_ ___ ' - - � '?_� ��I,1, , "" I - - 1� �9 - --' ,//'I , / /11, , , , i i I - I'/ ,,, I / N'tv", �j Ii I, �II�
_ �, - - \ " `�,,, , -- ",
11"), - I- - \\ _� 1� , , _ __-�,, I , , , ''Ah'1111 ... ", !I;T 11
- , ___% � _ , , ,
,
,�) 4 twl"�'�', / Iii �,,,, I I �, I `_'� , L Z 11 �, I ", /
/ 1�1�� I I �' ,
,1,,i, , / 11 __�, 1, I �! ____, ::�_-�- , , , , /, I I I � I 1/1 �) ! il� llf� - 11 ", I q � �'
__ - I- _ _. =-:-_:7_=-_-,--- - I - / ,,, l """ I __ k,
I - ��'�w -11 Q_ ��;j 1��
/ jj I ��_� __-, --,: 7 - --.--- �,, ,�, " " I i // I �;11�1'ii�111111'111' 11 III I
I I IL� � __ - i:� - - - , -
, I -
- - - - ---- - I __:�:___ ill If I 11 , I ,,, � - --- _1 f ol I i I
� �' I - '\1 - ---,,- -_7�' :EE -: - -�� - __�_.��_7_,� - __-, i I
FL__ _,_ 1: I I 4 I o - I " ; " ,,, ,,, ,,;;;I i I 7 +,,�� � I,,�----
-j , - _:� _- -_ --�� ,---- - '111 I
�: ------: - - - . z 1
7 _���!:!_� -- : ill I'lliol"T I , I , I I I 19 I -)
- #If __j lo 1 Z \ �' , -A I- "t __ - ,� ,� IZZ� - �, - - _____::� , - l � i 11! � ,,, / i ,,I *
pi �i:i "im \ - _�� _:
I Sm z - ��61 , � 1: �__:�� �a��_ � -��- I I
Ill 001, ,� - -%., - -z: - � �_ - , I , / " -
4 W I '� --,-- 'I, I "I __ _�� Ill, ;ill I I I l I � ol� f I, I \', , - /I
P iI ,,,; 1, , - - 7zz:f!�E�-� �:�� Vi,,; � 1, I I I I
1� �, - , ___� ,�
I'/// �� I - � I " "
I Z,V,� ��\ - - --, 11 -, , , -- - _ -1 �__ � I / I, 11' \ .\ , f 254
;1i / I i U, � "Il' I I - - - .1, 1, I � "I. - __ ,_ -/, - �, )" I / I it �' A � _t
611, . I . -�, ----�, � 11. N"Z\, , -- " " - -- 'it' j j/ ll l, I 1�!�11�; i lliil i � I l \I, I
,I I] / /V",` I, I- "I " I , \, ',� ..... . 'N I 1� � , \ � N_ I � I , "
'_ " l, I -1i - �,:,��, �, � _�,` I
-1i \ �-A , /" ,,I,',,� I � `1� "',', - , �, \,�,`, - - -, 1:7 -, - - I--- , / I I I � � I I , 0� t , Z I " I
" r�,g
I � � -4 �)) I 1, \ ,,,,, _5_24�_ 117
-I,", 'O I a " I
..11 I I l _,)��, �", lz�,,_�\'�,,� ,_�� __ __ `__ " // I
I I I I -,---, I-' //1' N� S1,111 ,\ , - __ - - `� 'Z1 , " , ,,,, isili 1 1
_-, , !� P ", ` �111�� I I ;1 :, ,"� -�7--:z�_-1- . 1w I I , :_�z 1u___z_1_, _1 I I
11 L_ ______ __ , - 11 wl: "" --- �,�v 't , " " " ol � " , y'll
"I _�� ln�' 11�17, ,
j i 1 --I I - I ,�/ I I " � �- I -1 __' I I-; i , , � I I
- I , �, - ,� -1-1 __ __ �_ , "� I ,
- __
" I/ , "', - - __� 'I.,, -z-, \ , __ ---------- ��_ _,;;,_i_ � I "I�R � I /11,11", I I II, ,I It,,, " \, " , "
i \ ,, li:� �, ;�; , , _::��; -0, , � 1�-,,�:,��_, ,
. ll � �1_ I 1_11_,�'- �- 4%17�ZIEF:� )_ I,
� I I - 1��, , - ,-----,----,- - - "� - ,__ '' ; // i, i" � lilil,\ I 1;, /,/_ - yl�%, ,I t, / � I 11
1� ZZ��_Zl: __ I
I lv'!� l/ _________4;1 �\ \ X , -- _-�� " � i - __1 �, I I ,,, - - " z, �c - �_ I �, � I, " , I " / /,-,
, , I ,` z __ - , , ; �!, !, -.-% " �_ '____ - , / ,,, f , �� , , ;3/,- 1,�,-,,, I,
- - TJ I 1 �_�_11 ^ ,0 \n- 1 Hf�q���� 1 1 4 '' -, I j , - , 1� , - I ,
� " , I - ___ - I l � I t t, I ,
J\ 6 11 � - , � � -:116-110wom I- - �I '
'5 ", I"',- '',� I ��Z,'_ ��,
, ,:1 - ;% /
I ;_��F
I 4 ��7! 7_44 I 1i ,o xm truv, S � i� I I I � I �I� � /_ ,
op"_�_ - I 1.� / _/,��\ I , :� ", , `I� _:av� I/ / i j W� �,�l /
1 4 11\ " '. " , � , � . ��_ . I --.-"- 1 -2v - If l I !,I I 1 /I I, ", " /,,,'� I -
� -, - __ 1�_ 1_�__` - __ __ lll;V I I I o
__ - 'N N I - Il� - I , I- 12
,� - I - � - .
- I/ A " \ 11 11 �� \, = - - - Z��� 1/1�;�'_ "'O", �
i'l 1)" - , - I , \ \ '81 1�1 �,�-, �/,> - ,� '� 11 'x __ - __ , - . t_,:_ ,7_ __ -_ -.-,- I �, 11, X11/711// - I I! I, , " " "' I I 11 ,
I I � 111"!w Ili -1 I ,,R I �,\ N'\v': �� �2, , " lil i;
'5Z \ " -- �- I ,__� - ��- --- ��--===_--:--E F :
� \ Z v \\\\ , ` " -,,\ , ,� '1� I
7w "i, , , \ I)
�\ �__��___, =__==_ - , � i / , -11 � 11 I 11
0 '0 ,�k, ,I X I, I
I \ " 7z�, __ - :-z:��- - -:,�-,-�-� - -�=-_ Z� �::�z , I f I
ll r _� N __ - =�� --- , I I I 1, 1'�-
I � ", � : I V '_,,,1, 11, �1'1
I _____k \ z I I, / X ",;X"-/ I t,T I � "� "'� _�5�___ -,-,,:;, __ - -, ---- - - . ,- __ - __ ��F�=_ z - I 1 /!4, �� '/ I 11/1,11, , , " I �� I
I I I / , - --.�Z�ff �F�-2F== - '1/17VI j I /� , I , " I 4 I �
I, - I � I �__;�;,\ 15 - -- , _____ , I I ,,, , I " , , -
I �,,- " I," ____ I , 1"_1, , , 1�v) / \ "I �, � �k I,\/ -, , 11 4 _4 - / - v I j I, I
:, I t - "I / \ , � ,,-?//" , �,, ,--�-5,Zt,� 0- _1_1__`_� I " , ��,�- -,,-, �, ,
I / . ,� v, \ / � , - I 4�1111�� I I'll //�
,
,
I ____ _�11'1 i � I )-I//- I Z 3 ", �'I:nk , \ 11�Pll " ��,� --- ,_�-_-- �_ __ ,\\ _11,,� - _�� �', - - _____ I'll-- �/ % I I ,,, -, , I - I X ll
� , ,��
� - 1� )� Ill X -, �-- -, � - -- r--- -- _.__t: , , � i ,,,;,
t \ /o, : '��>�,�,'�
,
,�
,
_k
,�� " ,
M -,-I' , � � I, " g , ---
I I /`II A114 I.I �, / 1. 4 KK`��',2 ,'�, �, ;t1pill �x I
t I ;�,��,�<` \�, ,Za,0� _, ��-,�- � 1 1
1
" - -,
11 e_1 ------- " - _,�_ 11:��_'_ ,
19 �_,__ / Nr ,,, I �, �', I I , V_ - 1____,-,�_1�11 " 1?,/ ,
I ll I- , ,- l" , I \_,:�-�,Z� �,"'li"/,/," , I �� V
/ I I / \ ,"t - --I, __�, �___ ,.,�� "ll., 1'_� I HI/
I I It -,N (, ,,\ \ 1\ � I l;k--,,,;,,�,,-,��,-
_. "� 1-1, "', /1',
�__ 1 1 ? " ;�� I - l ,,,, , ,,_1,X,;",,
,
, I I -1
I ,I - 0 __ ,_ , - -,-, --- - -1,I, Z I , _ I �,� , /I �
11 / I "I, , \� , r ,-,�, , , I k
- I 4 1 - \ \ ,�� , -- --, ���,,-- - � 1, /
,& : � Ill I - , , -��z-_ ,/ "'i, / - , /,
11", - - \ I / " //�
I �_ I 1p I, il / I / " I
I I 11 , - �__ �_,-,,j �<I! ;_ 11 I
" _� 1� , " �/ " '' __ I, -, \ /' , _�', , ,-\ \ Z�/ � �7� I�0 , --- - __ K _,� __�: �:: .__ � I14 , I X�
I I __ , , , ",'"", /, 24 �x ii9_ _�:___ - __ ,:_, ---X-- � �//11
\ ,0 I,,�-I,i I � , , - ,/ , COP -
- ( -A I " � -- -�
-,-- "� I �
E-4 � I Z"'d III I _____,` (61 - ,_____, -
�11 'i 0;14 - " � ,,- IV
,
--- J���i \ " - _�_ �__I�__
oil I q,/IQ)"'�"' - \'� li, lIIIII \ , Ill 0, I Z/ �/��-Z,-, I t I I I
!v" z " I I/ e - 7� "", 5 , / I"
\ " , "�', ___ �_ "I , /, " 1
14i 1 11, " - I I / I,Ir �, _7 / 11 . �, I I ; I '1'tf�,��, "I
- , 1, ___1 I, - ------:�-- , ___1 - 1: )/,�, /I f
,-I'-- I -=I x�,-, ,\ __ -c -
-1 11 - __ Ef" __W�__ I " - -11 �` I -
- . / 11 __:7:�____-_w:�__ `It� - i I-
I r�l xc,� - 'p, �_ ;11�c t ,
i, �`i \ 11� l '� z
N \-�t � -1 I - - I- _� I I
I "I I . � --I o, " - I \\\ 1�1 ____:�_ -
AA'p t�r It) , +\ , " \ �, \ 5)X5V I';-- �, �__ /
""'�' I
1�11 , I % I /11 \\1 I I 11� _I----- - , " I 'I-, =z I"
-1
__ ii - ,� - �, - 1,
", �,�� � , -�;
- I I � I 11V I \1 '11/1 11,15, ----.- �r / \ " �, I" 0�1 -
1; I " __,- ll� I �' ,I,, �/ 1-11" "I " , / � - / � I I
,T__ I �_ ,,, I I I, �-_ ell, 111�1')11 ? �,,� ��/- 0:�" -
� , %_ - \ -_:� ;�,,-, - I
t_;,,i I I I __` \ , W,;1\K',\f1'1\, ,, " , L�ie:�-�_- �__ �� �"_'--�� __�____ 11 I
I I A,, � , \ -,�,, -X,\ I � I , A e,q,�,, - - i'r' \, " "', I'll, -1) /� -
,
- \\'� 1-11 �, I
If __ �r^ ,1 ��01196' -
F, 1 ,rl- - ,
;�, ) x i '' ;��_-
I
,
,
, �`W
� I
"I - -
..
/,, , 4-1 - I 11C I � -�
_:�-,;; .,--, -,�
____ fl____ - , - , , " 11�41:_:!� �
10 I? il,"_ I __ _
� �:� �:_:�___ -
-
_�_� _0 - III- " cc
(_ ___ =��, b - _ �=,Rl 11:�L �_t. I
I-, _Tw _,::K - _'_-
- r _l� , ,
- _��, , � - ,
- : bl_,� __T___2 _�,��
) - - -
,=
-
. __%___11 I I / I / -, S5�-� - T -
------, _._ � , Al, / _..__.___ ,� -I. � ��,
_ __�___,,-t,Z,�;� 11 -_-__ i �, I ii I I I - _11- 11 / 1 i__ �:)_ ;H- I I I`
�, Mot I E y, � �
I -
I I l �� 11 �,/, r, C_,:�) � � � � � 11
-:_1, ,\
,
4 lhiiulo I Al P�f IN� i I � � V. -
, ; �; , I j�l i ,
11 ho"'I"'I/1"', I, I Iti �c_ ,,�_Tl� 27 ,,-;>
- ____ - j
I I -1--l-1-711,
J1 8,ffIi1,o�,11;`1,' I 1 i I f j, � �� I I .. ", -
, 4 L of I IL- �,, 1�,
-, -
, , , , � e i .- _-___
,'I','i� , if 'i" 1i __ � I
, Y i f , 14, r� tw'_' .IV -
/, I l � � I'
\ I -Q. 4
1 __ , , , ,,,,, i �1 - -- I r�l I - 4 _1_1
____._ a b �l " , � , ,
- -
__ --414"- 1 1 IT m? " A T.- - I I
- V!"i T, r!" , w - 1,,\ t � � , , -
,� . 1,
i;ii I i "', ;I I, �§, 1i - i \ , � _____ � )1�
11;;;//`
II, Ii I I - _r _ __ 1�o ,4 f u�
��,'i, - f All
I I ) ,I, � -,;I k"_ I, I I, � I, �, v Lu -p-
-, �q
1, 1 ,4� 4��oifk2-9:t:A7-
,
� 11 I -,-,---" , I i i I _ U R"
I ir i___
, ,;,i,ilbo""",/,��'/ Ill o� �, , - l, \A!, --- ,__7__,-J
,�:,jj 1"li'l,""i"i/p, I - - -1 - - -
,,,�7 __
,
,
I le� I , I I � I <_� �_,_ �11
____ � , I 12.-- A I II
__ __ - __ 'I "i % , I --- 1 t4- I I , ,
__ � , - I- ��k -ft:�f=---- -
/ 'O _�E_L,_�� A
I - , , I
I p I , lio
i -If " 11 \\ -I
-1 1111, 'I', I I'll, 'I I �/,
I--,- �,', I // i I T I ) I I I I
- - lI__ I /// of I It I . � , ,`_ 1--\-_�', � /
�-
�4":�4,f -
I
-
--- �� , `�-,,Z: "; / . I f , " ,
I , - --- I V I f! f
-
I- -,411 I , / / / I ) of I, I �� - ��_ I �
11_1__� I I/ A ll I
-1 I �� /
�1 n,� ,,,, 471,; 4� F fl-j" � ��__ ol
_4 �
;_ �
, /,',','/ - , 11
,/ "y; __ 11
,
/ - I , , ! � l ?/ __ I - . VECZE191 TION I
____��,�_ Lw/ 0; 11 / i
I v IP /I // / /I V / I /I
��-_ i I /;,//�,# I / , I / ; / 1� -- V �
___4
- V if
- I I ,� , I 'I I ! I C) / /; '?
I _;7 Z,
�-\\t I -- j, / _-r "
,
., ,i�/ IdrINSE.8101fV's �
-,
milq -, , I? ,�,, //,
I I, �,,� I , . I �_,-
.. - 1, / ,�\ i � -
I .1-, / 4 I 0 �, I', I I -
,,, ___1 -
il p P , �_,_� .1 � / III
"e � ; ��, _,Z" I 1�1
- �A/ I I � -, - I
"p , " 11 I ,
i /� /'I" k , 11 I , (,�, �_d
- 0 ////, � / I I 1 / ,/, -_-
' - - \ I , ,
, 7,',"-' // � f I, - , I I_,_
-
- I
I /
�
1 1 \ �tl ". , , l I !, " . - - i
�) A� �� / I I l, - -
� I / f, I/ , - _��;`__ I
� I _,,;;;;;,
I I nj Zl�-" " ; I, 3 ____ I -
- -
I - ,'
If l � _, ;�O_ v 7z i--'
!j jj_;-',1') I ,�,g� �m� W I .1, f ,-, 60 I
�"i`_( j �
" 7 , / - V_ /I � ?
,,,:, I
§ 71, �, _��,z t I � .,�- , 1 "
, -
� __ �_ , 0" " � s � I I -
��Zf::wtb-k , ft 7/, , - ,_1 I I __
I I I'll V � I � -
I 11 y I/ , � I 10 i -11,
/ " __ ,vM---, #11'... 1� ( I I
" , , / L�'I,c_ � ?05 11
"I"I'l _4_��, , � I , , lia
� , �
v P�, �_ cy � I _,5'1_ ,
,i�, I
- � I'V;
� I �__ ,
" ,
I P---- z " V� k I // 1�i
I - - � I
- g
,; & "o ,-,�y N - 4005r_ �ff" ,-- I I I
� n1_ - I I
i:",/1',"� , ,
)Al '41 I \
�, I,',, - I mw I I I -,-- I
, l I f r, �
.
_/ � --,a, -0 / - - - .
rL, kl_� 11 ; �111 - � �t a
-v w i i -
-
-
� I/ __ I I I I I I
� I I
, ,� I I I I - �
, ,
, , _____
- - /_ , - �
,7 o I- I I -
,
� ,/ ..III 1; / q
,
,
- ,
,f , ,'/ � I ) ---li " I / (�
/; 4/,' 1 " ,, - ,
I 1, ill 1--11 i �
, 1,1,1 1, 11 - I �
, / � 11 ,� �, I I �
I h�� � / ______ ��, 0 � /
// l- I, 11 .. - ; I
YY , , \�' (s) \ I '-%
Ili j , - �
// /__ e, L I
ow ii. GENERAL NOTE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEWALL OF THE DR INGS 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 CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRIT NG PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
(
I ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCDPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
� � / �� I, :� �e 11 ____ - __ I "I , -�,k _�f :�
,,1
1-11 , "'o - ,� __ __ -I' -",- , 1�1 , I , - I ,�,�-
11
f�sf - �� I _� % , - I I "� , )c� , ',/,� - __ ___ � 11 t!!,__ o, -__,,� -l'N7t-:-'-'--:,1,'-1�5,:: - - _- --- I X I
11 - f, 43, - \ ,(� Z,- , - \ i - �
�,��, I __ � I - Irl 'I - - ___ __ ,!� " �_:
, � __ v - � 1 _',
, v� � -I' "I " ,,, , �,�,;��, 1X1_ , \ - ,_______ ___1 - \, ��__ _1___,,,,t\ _� _ I , _:__ __ �
, "� \ I , , , ,
, \ -11 I + I , - I I - - I I
/11 � It, � - N, � ,,, �x Z;l / , ------ I`fi - - , �z , , I �, - 1z"I
,_�,� , I / � "" -I I 11 � �, \ 'r "I 110i\,�,_, �,_ \ -- -_ I , � - - � , ,� ,� ,,�
, ' I "'
�� ", z 0 _""", �, , * 1, g ", "�,;,
, , \\ lw\' \,--,, , ", � �, (0 ,,/ A", � I
, Xv "I, \1 '��
\ \
I ��,(,, ,'b
�
z ,
- 1`414 III /, 91 / 'I-,' /I ,
" I � ." 1p\ -
, \
, �
, le
1� \ x", \ -,� - y�'v'o�,,L,", , 'e, ,, ;l , 11�11 ,
- j *_4o�, �_�,�,Zx ,hve, �
�
"I � Z
I-
_____ olff ��, I " ( 4) I,
T ,,�, 1. 11 I
l � +I\&I IN, '1�1�\11" 11 , ILL-
\\ , , / ,
- , '� , - , I I,
- " I, �., 10�1 I I z
- �k \\ "� 1 I , \ A/ / '�), I; � 11 -_-_:- -;,) I,& ' - , � �, ,
, I-,% Ili- - I 4000, 1 "�/��17 / I" /
- \ 'l-l", � , Ifl-P 'k��,)) - � " 41 1 " I
'r 1
, I / / ", I- / ,%� I 1, "I v T I � /�// 01 -1
1, , � I ,
�q ;;r-,- , , " , , ,� ,� �"/�, ,
'I" �I.11f 5'', \ , �; ,,, ., I /I/ tl I � ��,- -
011 "V/1"'Il'i ) i , I , ,
- 11 I V , I �,�--,-",
,�. - I __ \ , - 7�z- ,� __ :,- �, � �,,�, "", '11-/` j I-,' -
I �, , , \ / I Ile, , zz
it I ,I , � '\' �,>\ I /, \ I \ \ - ^i. /, X -,- I 1,
1, 1� I - - �: �\\_N'111\ ", �,, I � \�-,�_Isp - "
, / \ 11 IV \ '_ I ----- \\- \
�
N
I l \ 1-11, , >-, q, _\%"
I
" � I ,X 1�t 7 .1 41" - -, - , ,A ) , , , __ 1//� x
Z� , " 0111'C�'Ilyl, �;*, " '_� ,i � , /",�� Z
I I, -, I -I, '��VA , � \ . ,� 1-1 z - Z �
,�r
, , 11 , �I, \ v \' 1, \ I'll I I �," ��_ " ? - T , \ , \ 4e 1\ � , , - - , ,,.,�, z
11 - 101illl�lil - I M11 11 \ �, , � __1' , � A, e, \\�\ I ":�� I - " , -
I I I\1'1� I , \
I " �:) \ , �� , \ , ` - I "' ol _,�__ �� "ll"I'll/ , ; I ", \ , (�-I,_- , _�, �,
, " I -P, \ �,-` � ,ii 11� � * ,6&01 I , I """ "' , ", / , I I - ", �' ,�
- I I
I / 11 � /, _6"ll, 1 ;�__ I Z I �,
1, 1 'I � I I ,III , , ,� 11" G�l \�/,,\, , --%, , �Ir�: , 'A: , I 7/ ,- �_, ,,:_, ;,//,-/, I - � ��, ,
I ; ___%__7_111111111 I \ , , ,:�:--,,,`�,
;I! , \1 " - I- N'� ,Z // - , x0l
��W- i I "I, \ I 11 � I , , , IZ
d�0 , ��,, 5�1��N-, - "' "I \\;-V -/'e , -N," V � ,
I \�\, \
"
,�,p
if: 'h 11\k,4�', '�' /�,, " \e �
- � � 0 \
, , I < "I" �
- I,;: 11 � � I, ,P"'
� 1 - , / I, � 1 -,&�92 ___ � " , \ ,46, - I I "ll)
�
" � '� ", ',w ov - " N-N I . __ ,e:,�,;,,( ',', ,z Ii/IiIII11,11/ ,z -Z
�
I ,qr-�,_,�,g/gt. ! -\ / __)1'\,1' \-X,�, ,,,�,� I- ��\-26w 11 A -, - " �� \ , " I I -
,
", I \ \ - , �,/ \ , 5� I(It, -,I (If ; 1 1 "" ��
I! ,,��,, , ' A ---��,�,- " , - ];� ON ", - .� i, I I 1, z
� ::'I" 11 _!!��__::� , - ��111111�1/,:�_'
, -111, I � oll"" __�*�G \ - N� _� - i , 1��'�wl',��'
I , ,/Ilz' "I --- -- - -
"'Iff" " 191 I t, : A, ,/ I? \\' , _,_--- � �,_�
I "" , � .;p 4000, 1 � �Ij
A - I JI ", \��,\ , � - , -1 ��
I MN"I, eyk�o) I �, - �\ I 1>11' �
'-I. %/I i , i \� I N .1 1� _I_-- ; 1 lz��' \��\,_ - \ ,,ol�,� ,�, ,V-',' I I -_
,we
,�'rl
j 16 , I fo \\ ff, 9,�-) ), 11 � I N
ii - , " - - , I ,
X6 , \ ,
, /'11 I I 11�/
I ,^, I ,�,I A,ol�" 'w", Z C6< , , �, I - ),:!�"' I
,
I I
,
�`\ � , I,\ 4`:I,,��, " \\ "I \ \ , ,�
N)\ "
I I ,N\ \ I -,,,�� --xI�-,
- I , �'A � ,
/ . I _'� \"It(/ / !"I'll, ,�� )
� r, , 1� -1 0000,
/��\-, 1 , I , ,--- , I �,
I " 1�1/,�_�_'11 xll'�'
,,, I , �,, \ ��,Io it,
� 1_7 21 1 �� I I p/ \�\\, ___-------___ ,,� , I �pl '11� �\ _��__;_ _�IIM U__-�_"
F__ __ / V,�,�'l ''_ I \ e_,11,�3�?Mlf �;�O�EfMl
I I - "I - __ �� OW
14 ar�� - �\'%, \ " ,q�
I - ,ly f __�____,_�, ,;��,,�'?11�
� ,-
1� � I\ , , "u, /5/,5o� , 400 �11"' 1 ��-,;�-_,;7� 1 -1� I 1, ,- ,,,�,, -- -
I � I I p � ,�2�- - 1, , I\ \ , _` � I /�',X;� �:�,
� 'Il I , I v I /, _,; - ;;, �,;, �� ,�, ��,
,� ",
" , " ,�,tgfl _��,_, - N�j -
i " - \ " r
1/ --z, , ��,�, . . . . , :",�,, (61__"k\ �> , '! t , \ ,/ � , ') ), 'I - �� #
" ___ \ -r, 11 ��,X'11/////N;"//11� � I - 1-1-
-, �-� - " , , " , _/,/,�, "�, ,� -?'��-,,;I�,-;�;,-� 11 I I - _�
" � --_�- 1/9 - ?_�11 - � ,
q%p_I� / ,
a I / , \yel , 04
- , - #06�
%
I I , ,I i,------,% __ - - I I, , 11 \ \ I Ili! " ::::,",�r -
� 'N - 1, e�___ "I, wev I " �� p I ��i t V1, '11, "'I'"IA7,11, - "��, ::,�
7-,--- � I It' AV , , - -"- * �
ii I" I I / ""'; �� *
,
- _;�, 6 , %\ f , , , , - 00
�'�_'Iwo" "'i s -, 1l;0" )PI
� e, - , r
, /, I�
!I -1 " \ � \ 1�4 \ e i"i i l"I" , , ,I,' ",
I � 1� I I �i
X
\
\
\
\ I \:�\ A
I 1--:n i 1"I �bo � � \ , _e \ �%,
1- i �,�' X_ I ,� "11/ - "//�� I1,11�1'1,
- , z ,\ ,, X\ �,� �, -:��--- X"
_f I 11 , I ,
,,j fli I , I �'� , ,11 � I ��, ,,,- /\ 11�A5 �� ,t,T, ` , � 1 : 1 I ", l
-1111, , ; . I - ��, -�--,,�"�,
- a, , I I
, �:, I 'i I � I � 1�1 N , / �\\ I 1/1 "
- N 11 " : , i
-1 , _�� �11 " I; I ",
,
, / I - 11 I ,,,,/ � \, � ,\ I- , I � �
- 1, e, I X ,-,- ,� "" ,- - *v- --- w-
� I I
.� 4 � ------ v - , "N <v 'Ill X, , - :�:�:�x 11 i 11 ! ; ; 1 i i: '_;t;�,,,`_, �,� 1w
,, ", , I ,
-
,� "I ; f , q I,- A\' I ,�v ,,, I \�Gl\k - , , , ) �y , , - I I 1; ''I , ;�,��
11 ; 11", I, i Z ,Z,!_��_"/,-� I, \\ \ �I, - , - -,- I 1�1 - __1 I v III, ", - - "
I I /%:4 - 11 I - " I 1, - 1�1 I
/ ,` :-- --- 1�41'
119/", 16 ll"1111,1"" I,,",,- e17- � , "a �_ , �z 1\ \ , .9 ;X1 I I �1�1'
, f , I, I i '/_ I "I ,'I �z 11 I k, I ll - 47 11/1 ��, �;,�/, I 'if ,� V�""' 7
/ th 5""!��- ,
,I, I ;� � �11:�',,, 11 ,�',,
� I � I �/ f - � �;�,_;'111_133p, � tv/ - ,--, �O� -
i I I II \ 1, , " / , �\\ I 1v 11 - -X,,;, �, - � � -1
\\
,
I \ 11 � ,1, "I I �/ :,i��N\y
� \ I! z I I' /",,��,�- \ - -1 t, , .. ,,, , - " , 11 ,�, " " ,- k2�5 " 1__�
/ �11� I ", � , , - "I, t ,X <�� - -- _4� 14 ", / , " , , - 1, : ,, ,�, e-16
I Al - I I , 11 �*iA4--�,�,�--,:��I, I I, �_, I I T ,
E; 5 1, - , , 1;��11�1 11111� /I I,
I / "�\ , %',� I l,� ---'7 1 " " I , ,� " 11
- \ I/' 1\ /' , , ,1 / /I /' /" I ," I 11-111-;", , 1, v
11 �\ 'I - , , �P.f, __"��
`/� ,,�l , ,// � I �"/��, I,/
0, , ! � �, I "�, ,\ I 'A A - � � / I - I
" III I , , 11 -
, ! ", �, I I I
Il _�n I' I 'r , \, ,\ � ,
I . -, 1l r ,,,� ,\\ \ / e // )f 11 i I 11 ��;_";,�,�",;,?�,� "
- I 4�0 - \N i - /' ,� `� � � '/ "I 'k-It.')
'IT/ � I % 'I�l Y' I "ViA I U I ,,��/,;"/' / " / ��
X) , 11
I X I , 1__�
y i , ,0 , " , _1� -I-
� �11 I
/ I � , I / , �", - �/ �I -
, / , 11 11 1__�
/ 71 " , ,\\ I \A � x " I �,� " ;1 ,,, , , i ` "", , ", " / , l I , , , "I
i ,, \ X", 1�11
I 0 C0 () , " , , , � ( , r, I �, �v
, 'i X\-"):--- I" N I "', , /-", >
I / " I ` '11h, N ,// / / I /�,- , /' -
It I i f\ if 11 \ � 9 I I 11 (,�,,, I �,,',,, 2) i I � o' I" , I 11; I ,�., 1'1�_,_ - 1�
/ r, "', ', 11> � 11 I ,
k 11 1�11 � \ \1VII )X\� "' "' ,/ 111/1
11 �� \\1 I , 6, " , 1� /I ",
I . \\ I 1, , " , I \\ I \ I - � / "", // " I I I � 1;1 4.1 --i �!�
- , I /,i? _/ ; - I" I v �N �, \
/ I ,, , 11 % i "' - ,;f� Aq �3 �,
01 / "v �,
,\�"",\ .1 I ll ewl, x - I / If "'i i I I ,',,�- --
!; �\ / \ I &',�51'1 I ",�, :
, 0 � / , " "' __� ,�1'11� 1/.1 �, ,,�, �,
Ili I ,----/-,, " )",1\ 1\ I I , S,� - _ : ; 11 I 1, 1�
/ I I z I- � "; I l ,,-',', I V � I- �1,1�
of ' I
�
k I I I ��,/,_ 17r," f �,-- I 4 '5�O � Ili �',_,
� I I, ""))),�, ,;, 11 --- yl - ------ fflle- 1_6 101I, "I � 11 1 l �!; I ��,, ,-,5 � ,�
/ , I 11, ,,�� ,�
- � �1 1! 1i I i i V � -, I;; -c I "'-A"--,
, - ,�� ,� � "I'll, 1,; lllol 11 " !� I
I/ _--r-8--z7-��_ ,� � ... - -5 �� �,
,�� ,
- _-, ' -\,.\ , $�� ,I I
_', __-, , Ill/ \ _\ '�, ", ,,�_,,�� , V
" 11 '�,k �, 1__� I
__ '�,_ ,\ `_ I ,--, f �� \y
%,1v,,, N 1, ,
- --------- I " ,/,,,,�I-
,/-, I - I - - �,_ Iz,"Z-tt,� 11ell- e p k , I \\ %\: �11 1\� � - 1/1 11 I , - 5 - �� ,��, _��Or
0 , - - - 17 -, I \\ I I �111 - i��,
I/ ,�11/111� 11 \ , 't
�� __ - _�� I 4, le-_ z ,/ 1�� - / �,- -, - ,,, �
.
vt <�__Q" - v i 1-1 V-, ,` 11 "I ,�,' " I i I It , I ��,,- " � � "'---% , -,
�;_�� �� ""', �, ", I - \ I, < � , ,` I , � __
! 7- ol"', -- '�// " , , ,
� �, ,1 �
-, , �\ 1� K)
� , I,l� " I . I , X ��
_- I , I , ,,,� , \ / �,,��, ", ,�
�:Z�": - -1l'I 1/1 , , �"e
,:- - ,<-;,I- _-
I I:__- ____�,�-��-----_- - -��- I / I, - 11 �� � " I ,
, __ \\ � - �
,_,--�, _-, \ ((;o"'I __� ; " I
I I . - % ,\ /_1' r //� ,/ "', ,,, " -��--
I
, , 'O �1� I / Ill
i o' I - - 11__,��_ - � ,/,/ )"'t I " ,
-
of ,�___ ,��, � ,�A
z,i----,-- - ': , _,_ ,-, � I, - I
it __Z_l \,Z-� IX "I, f, I -1
I/ , Hi��� - , � '_� , I; / ,;/ - \ , �,,, - ____1 ,�?� �, , I ,v - Ill
__ �:�� I " _�, ,��
- - - ,"�,"", 11 ---X\\, , I
- \", ,
,/ ____ - __ __ ___ , , , , /" I � ,_�% \ _F - _� , �, 1,
_:!::w� , �, /"" , �,
- - - , , � "'\ - - - �, " I � __ - / __ ��___"
-��--_-,--,-��-,� - I __0
- , - ,� �1� - ', �� ,
-_z�, , \ I A',�, "/ � , Z,-',',Z " "
"I I \ \\,,\ I
,//��', ��,\,�,�, I ,\\\ i_ - 11 I �
'I-, -____ - -I,-- -- �- � , , --, __� , J, �"11 "", III
- , � / ��, I
I f �,/';"Il- , - -7 �: \ \ --.,- - I ' ,__
,
" I , __.�� :�;__:��, ,,,_,��,,,,� I " �, \ \\ \ I I �, - <,73l, , � N I " I I
/ I, , - \ , M,
, I , - --�:----------_ - - - , / I �, lti_,,,,� 1 1 ,�: N __ " /
I . "-7, N/,/All Z - � 11 �,>, ',�, " '11",_i
I - - I ��N�\�\ \ \ k: � I, I ,�, �__,_-�,'__' I _�� 111'
o � �, - -_-, - - 1--W , ,, *, \ \ p , - � I - " , "" �
- -- ---- -'-- - � , , -� " C,k'�, �, - , - I " � ,
/ I , '�" - - 1, , I, 1 ','\ � , , ��,_ I ��e
,
-
� 1 � I I i ,,,I ,\,I " , ,,, -/"� -- -- --- -:�-_' -- - - -- ,-�I,1,,'-',,', " � �,,, �11
.�-� -- , ,:�, - - - �� - I// ", '-, _�e ,-\\, - --:: ��_ �_ ",�
k - - �,� ;f1`lNl _', �, " 1,
,I �fjl�� )i"", ___ _'_." - - - - 1, - , �"""X/I" %,gy- N I , , I'�� I ,�� _,_7 ill
, , - - � , , , " � ) , , - -
,/"`l/I`,-/"- ",\--,�,�,�_�,�Z� I \ --, , �� '11/1,11 -
, �`<', , �,�, / I,,��1<1_1 "I - i,� I t ,, ,\, \,--"
, " ,-,,', _- - �,- �--- I - �_ - _�,� _ � 1�
11, ,ill <-,� . _��'�_,_:�� � 7Z� , \ \1'1>_Rv�1\ __ I -��, 6 1 �. ', , \ , � , �,_ " I - __ 1_�
,:X ""', ,,, , ��-- ,-% ,,,, _� -
, , �
, _� - -i -- . � 11
) 1;y, / " ., " " ,,,""X/", ,_ , � - , _ - �, I _� - - A�\\�\\_ , I �� , , , _- "I -1
, , ,,, ,,,,,,,- �'11'1_' 1�1 ,- �: ,-,�_-,, _�_ - \,\,, N V, , -, ,,,�
, , , �/,,'-'-, ��, ,�� , -- �1.1_ � � Ill
" - , , , � __
I'll � _ \ I . -, ,�,
"I, I � - I- - ,�, "I Z
, ___,�, , _�___ , " f,f%� ".1 I "
_��_ ��---��_-� � -�-_-, �� - __ - - , �
i ll-"Illi,I i � ! - - - I ',',',' - ',�__ _ � ��, ,� " - 11 -,, \,� --, - "
"I/ , �, � � - � I
, , I i j t , , - -, - �_, '* ----- - 1100cs I 1'1� - �, 11
-
, , � - - ,T%- -�� �-�z�--:�--,�--:-----�----�-�z---'I �, \1� ,-, __ ,�"_, I "
� " 11�'
"'li,' I ", I 1�' "/, // / , "' , , , _"i" "' , _ "7 tl)--
I, , , ,`,,:��,', , � ��, 1� ��
�'I-p ',III,,, ; , I, ,->��-,,,,,�--,-<�,--,,,, 111�_ II - " *40#*
N /",
I � , � I , , , � - , 1�� �Q� -,;,�� 1\ , 1-1 /" I �,
"'o"Ilt, It"It � f I , X - , - I--,,-"-,- -, : � - ��` �E` �` - �-�, - - - - -- - \ I\ I ,j __1 -1,11
, - � k -S,_�--_ _-Z�- �-_Z_�!�Z'-Zz, ,0�-z,-_�_:� �� ,
, I ,�,,,, I I � I I- -- ,-�-,:�-�-,,-,-- e,01 �,tzfo� - - -� _:- /I --- I I �- ��, ,__ 1-1 I " 111
'r"'-41 � i ( 1 , , , , / I , � , , I "', - I - - - � fl� 7 _- _3- - �,--_--��_�� - I, - - -
- I, , , , ,,,-, ,,,,,, ", , t � -�------�-�_z -�-�--��,�--_�_,�_--,:� �� I
�4 I 1 " " ; t'," / �, 'V'w � - � _-, -Z z� - - "I
'. , iffIft I-Il I �/ I, , I, Ill, , , , � "'I I e7t "'T " I I", � - - � , , , , , I I "__�' I ",
, '" , , I I , I � tl,�, io �,I, __ ___,Z,_.�,,� - __ - ___ -------- " -`
, , -
0 _�� - , I
I I I, fil, I -, --, - � -I _�U- - �� �_�
� , I�l,,�t ,I , / I- 'I_I_I//_�/"If -QI ,_,____,� :Z::� - 11 �__ ,-- ,
, � ,� - � �� _:_� 7- - - --- �', ', , _,� �-
I I,�Itlltff, � � , '/ I'/ I � , , , " / , I , 1 - " �,` - , , ",-" ', , , �, - - I \\ �, -171, - 1, 1� \ _,' " / - " --,"<,
I I 0', I 1 Ill I ;/ I 1",/ " ,,,,��:, ,/ ,T� V, , , A� - �i�_ z: . ,
, I __ �,
,
� , / , ,// p �1, 0, _�'T SOD �� - - "
I, j / / / e ,/,,., "(J�%�f �t�ll N rl��Ill!`� __ \ ----.--- ,,___� ,
I ''I ,l , , / , " "I - I I � \ � ____ �_ , , � - ,��, __1
�� I , , , I I -
I
"I Ix "I'll � ,I , 'i , � , , , / , , , ,` , - , __ __ ____ _"�� 1, - I __
"I \ ,I�� �,� ''. , ,` Ir , / , I, , , , -1, 1� _', �A�', I I ,,, 'x , x % I, ____ �� - , "', I ,-- �, �,
,� 'A, I i'6 \ " t .� , // / *6 ,
I I ....... . � I I / _��A� I ,
,5,\',,\ Iii ,,,I / ", ��,�,J-,, \ r, . � I,� 1, �, 1, V \ % \ , �
11, %t ll%,,,,llIvfvt,I I I P../ I i I / , ,I- "Q% I - - - ",� I', ,I t
, � , - Ix1)1'd!'2qK ---� - , I , I � I ,, \ \ �\ � I, I I I "I ,__1'__I -1 I-,
"
1 I )t" ,� 'I , , � )
tlfi,,�l i i 1 , Z4, Aj � "
f , , ,�p , I lI t!;r\-pj, '\ -, , - , __1
��_ � �, , I 1:; l � I j i I I , " �4 // I, , -11 ,
�,, , I I \' lIj%tk �11 I i, l to / " " , , 1 -4���9v,� �� ),4,��,/ ,,-,- -- 1, -, I � � I, , , , / � ",_ _____ �,_�
_ � I It ffl%\ - "I N , I ", A " l f ��A, g�x '/ , � ---- _; I i , , , I
w , I, ,%' I � ; � I I , , I , , 0 1 , - ) , " ,,� ,/
,F�li, , "l, ,,I,,�,,, , \ \, � \ I" ;�� , ,I,/,
- `\ I,\ I "_/ ,,, -��_---_,-,-�-�-:�� -_,,-�-_- �- , , ,�
A-E I� ,,, �� I I\ , , , , �, ,\ � I , ',,`,X� " I � I : � I! i � .1 I \ I" I'll", 'A , 'x;" , I I ," _" ,
-�j'It ll�\� \, ,v,ff',,,1,',I,,\ ,\,I,I,��I�,,,,,U 1 ,I I I : ; : I � I I � \X:>'o,/ "",,I/,, ,/"I"'/ ,,,,-,---' -, - -- --� I �, NOTES:
,, \\1 I , ,V "of'o ll'll�, ,)I,', I i $, 1 , 5-- " ',1 - �
0 I if N� " ', " ",)\ I fl," % , I i I 1, -, , -, , , , � �.� ", - ,,��_'_, :�'1_7 , __� -
� , , � I I, /�, 'I, , " 11 / / I.- �- _-, I�, / �,
- 11,/ , __ " -
, I \� to �,\'X\ to ,\ 11 � i ( ,I, 11 11, ,I ( r 1/1 - , I , , ,� -
"' ,I, ,� '' I I ', , - �
I 1-1 f / l�_ ,_ - ,� '�% 1�
\\\ ",��-,/ ,,�_,,,,,�� � ,
- \ // I / / 1, ?;?�/ fl "_ - I - "I 1-1 ��
I " _� � ,� ,
. , , . \ , , , , -'- "I I I f I ,:- '_ - _�I_ �, � - '_ I ' � �` "Z -7Z __ "
jbatif � � � , I I � % I , , , , , " - ,��, I,- ' ,�"'/'�/"' "'_,-";;;_�' ,,,, ,-7�_,---,--,, 1 , , - �, " BEARINGS AND DISTANCES.
� � 5��-,-�',,�,,, �, " _-
,�� - - �� 11 ,
I I 0,I,\'%,1,',,',\\'fI ,� � , , , , _�,�� ,�_/'
!!',�,, I I ,"', ) I I, I'% '% I ", % \',' lit fIll, I, \ 1-111, '", , - ,Z /X, �� , , 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE
�M , " I % I I % I ,-- ,/ " ,
, , " , //��, I 1'/ /I __.�
/,, , �//
g ,,�',, '�, - "I"', , � ", " , li, � , \ ,','lV,,""\, , I � , I I, � '411, - , "�� ,�, �, - � ,� �,
mi , 1�,'," ""`,"� I . N � f w I ', k I I,*,/ - , �/,� I , ",
I , o , , , ,I , , , x, , I � , - "I
�& I I , , If � ,, � -1 /I/ - �, " ��, /I - ,�, " ,� " - - �',
- a � I � , ,� I� ,
. � , " � , 1, \" " " " \ " " " \ \ "' __ I -
,� , v, i I " I � ,,,, � f 'I'I", I I, , ,�,
, -
- - , , � , " -, I - , -,- ,,�-, 1�' I - ��
� I � -
I I / - , , ��,� ., �� _-, -1"
I , , !."/ " I 1/�_' 1, I
It t I 1, Ili " l P�'% � �i I, i 1, IIII, t �I � �\ I , \ " 11 _,,-,�;��,//" --, 1��',' - ,
,_ I , I , , , � - _�
o ti i "t 6 1, 0% ", ','I I I 'I '\ I\ 'I -I 'I \ I ,,��Y'%�,-��%, ,/-,;--�-�_ �-�� ,-"
I I, I, \"', ,�ff` � �I� ,1,; 'i li, \I I\ 11, \ r 1-
, zl',��/,
, �1� I III � ��, ,
I
i 1 ; "' � I" 1, 'k I ,I t � , \ , I \1 \ , I \ " III' " " I- I - I - ,�� I I ,�, , ,�'
�, , �,I�,, I I , '' \ \ ,� I, / "I
� I '' � I ", I " , , ", , I , -,-
I I It 11, 1, �, I " I, I "", "`,\,%% I I ,, t �,:�� '-:�, - " - I I I I 111-1
,
,
1,11i I I � I I I " "ll"", , � , ,,,, 7ZIx �� I" , ___�`,', I I
k_i- v 0 I I I � , , \ 4� " , I I I'- � I
I I� � to
120 60 30 0 120
1 1
1 "= 120'
r'
REV
DATE
COMMENT
BY
9 -I
4/29/15
PER COUNTY COMMENTS
DRH
2
_j
LL
9
__
DRH
Lu
sg
0
__
§;�O'
51
cl�
0 § 2:_ �� `�
w j�
I
H
0 :5 .
- on-
:E_ -
F I
Z
��
� -
`� 2 Z
0 . :� L
I §
��
lu
L� U) - a� , <
-
1
,
�11
,0
36 5 E, - r 1
A
R
"
41
a 7
. .
O , <
m I__ U) 5 0-
�*
=
,_
-,
11
W
��
'll 9
z
E:
LOL
R
el
w
�
0 I
" <
I>L�
�
�� ��
1
, *
:If 'Z
,
, �� < L'i
H
-8
w
u
2 , .- ,-: �<
I i
O-_,_
10 >: 8 llu�
w 9
§ -
z
10
I-- 7- L
15-
27 :�
I-, i
z1_
1<
"
U _j tj _L Lu
") <,y 0 `-)
-
0
�
,
*****
9
.
0
0
0
R
cc
9
��-
�
��
�4
4,
<', 1j,
ri.
I �
�s
Z
4
�_, �-
CE I ,
I
$1
=
w
0
�4T4
u�
F� �3 :4
�3 ��p I-
U
F I
I �,'J!
��
")
r_-
�
�,
� 0
,o� � 9
It) ,�
,
c-
�:
, ,!�
0 g
_ I
-
, �
1�
� �-� ��
§2
��
Dc
P4
�,
�� lw�� 31
RT
I I I I I I
�?,
0
u�
,
0 ;� DO
�x
u
P4 4 "
0 z
Ul S
;�.
I ;�
_�
1
P4 <�
- �4
�-
02
�,
Z
P
u
w
9
.
FE W
r' '44
REVISIONS
REV
DATE
COMMENT
BY
1
4/29/15
PER COUNTY COMMENTS
DRH
2
5/18/15
SIGNATURE SUBMISSION
__
DRH
__
__
I%- -
I
� -
THE FOLLO NG STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTUR THE EARTH'S SURFACE ANYWHERE IN THE STATE.
(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1)
(WV 1-800-245-4848) (PA 1-800-242-1 T76)
(VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555)
"..
r'
r' PROJECT No.: V122001 "
DRAWN BY: JPT/RTY
CHECKED BY: DRH
DATE: 2/27/15
SCALE: V=120'
I.D.: SS1
F, PROJECT: 1
WPO PLAN -
1-64 TREATMENT
FACILITY
FOR
5TH STREET
STATION
LOCATION OF SITE
NORTH OF 1-64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
1",. ALBEMARLE COUNTY, VA __j
p" __1"4
M BOHLER
ENGINEERING
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
"'. www.BohlerEngineering.com
-
I _v1vw 1%
11
-
I
DANIEL R. HINES
. .0 Lic. No. 043176
0A &
5\1 8\1 5 -
-
8-
N.- 11 NAL I I
F SHEET TITLE: I
EXISTING
CONDITIONS
SHEET NUMBER:
3
16.
If
Nttty
itt7l,
299.26
ttI
w
Ittfltt'e� �_o
----------------
Ut t- - - - - - - - - - -- - - - - - - - - - -
j
ifL,7
IfIIItf------
71)
---------- >
f----------- ---
IIIt7
. ..... . ....
AREA: 0.54 AC.
fIAN
C: 0.75
. ...... .
It4F F
ffi 7777 Olit I Ail I
tftL
it 11 1
V,
f7
qy- C
y 1 ip
v
AREA: 2.19 AC.
C: 0.35
z
ttttS
C
< n)
;";1 71
<
4T
0,
0
7
I 5 AC.
C: 0.40
OFF
pel CA Ic?
cc
f120 60 30 0 120
c 1 120'
022
t7v
tN6
7
itA
ell
1OVERALL DRAINAGE AREA CALCULATIONS
f\
If
jl / i - N ,, � __ " , \ �P/' �,x ,- " , I 1�, If,
-'e I M&
If
if
v
NO
31
x
%
'If
h IN/ A-
7,
4—
IN,
to,
-z— ITEM,-, f if j
0�1
iN
'le
"I A461 '1�01
v
NI
I-N
j
if
_7
4
it
- <�,_ �/_
N_
3
0
jVt 'jil
/1Z
V
A
"tZ
I" i 1,v ��,'N, 11 %till k1t
�7,
IN,
""v'�,"oyc L
I It f/ I I I -, "'i) ) I
42
if
vo,
65!
a
if It w%i\ NI\
NN
IN?
f/ lw`fit It 11
0,
If',0 -7_
IN, k
if I N, \\
IWO
IN I 'k
it 1, 11 If
V %
7 N.,
lit
GENERAL NOTE: . .......... - NOTES:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEWALL 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 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS 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 BEARINGS AND DISTANCES.
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
Disturbed Site Area
= 112.89 AC
12.89 ACI / 164.00 AC
20.14%
_j
<
i i > 20:
F I z 201-- i_�� Z
w -, -
(j) , <
3� - Q
OMNI 0, 0.
m F-- U) LL a-
W.
<
>:
LL
0 <
D_
0
0
m >-:6 0 C�
z z< , _-, �Y
mz<z
0 _J 0 LO,
(j)
<
0
'c
_1*1
REVISIONS
REV�
DATE
COMMENT
BY
1
4/29/15
PER COUNTY COMMENTS
DRH
2
5/18/15
SIGNATURE SUBMISSION
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 1-800-2454848) (PA 1-800-242-1776)
OVA 1-800-552-7001) (MD 1-800-2S7-7777) (DE 1-800-282-8555)
141
APPROVED FOR
CONSTRUCTION
PROJECT NO.: V1 22001
DRAWN BY: JPTIRTY
CHECKED BY: DRH
DATE: 2/27/15
SCALE: 1"=120'
CAD 1. D.: DD1
IF PROJECT:
WPO PLAN -
1-64 TREATMENT
FACILITY
FOR
5TH 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
OVERALL
DRAINAGE
AREAPLAN
SHEET NUMBER:
4
DRAINAGE' I \
EA ELI < [ ;
I
[ i \
\ ''
� e
( I I I
I
1
_
- _... -. ___ I _ ____ -,]----L- ; i J CONDITIONS SHOWN AS EXISTING i �
____� _ ? ° ARE PROPOSED WITH THE FINAL
- —; -- `- I/ SITE PLAN FOR 5TH STREET t ®
'� _ i STATION - OVERALL PHASE II. ,I __
i
r "a „., i °gym _y 'j1
f 3 I v"I „°
_._ �. � �
I > � I ,- - n 1.
% , ~ _� /
- ” / I , / ;/ __ ___
-- G I i --- � -) a L " - 5
6L3 i, r _, „� -3,
I } _
I III- r
-+ -�. -v r - e.
"
\\1 \\
REV
\ \ I \\ � �' �a, \ \,
t 4
* \ \\
•gI�t
1 Sa
g
, j, \- "I- t
�"\ '� t� `^ A\
,'
q R __" , i
�' I /'s
\q "� \ _
9 1 '0 ,
i
d i "
✓r r,. ".
tee
` \ 3�I 5 11
j
0 t\ a'E.
SIGNATURE SUBMISSION
DRH
\
f �x '''rs r'r" d`t
.
_ ? °✓ /` / 11
°` ," ,
\ ( ,\,\ " :.� , �
\ III ✓ ;„ ` �
��f ,, j f r�s- -_°
It d
- r /i
i \ \ \ \ °\ \ I ✓ / f / f I, 9 t ✓ J` ®I 1 1 y / r-, ✓a. - �- ---.:- „' s
.` l 1t, \\ �\ \ \Y !f i F p d ✓P p 1 // / // ,✓ r 4`^- --_°
\ , \ \\'� \ \ \\ d I'll f✓ f 1 8 ! f ei / P r'' / /r' s•^✓ / _.
\\ S \\ \ \ \ t \, I d f✓f r F / f fd i rf / PP P✓ LC- Ii --� �r� y // / s
\\ \i \k \ \ \ t \ I p fr f d j f°` p / p / p1 t t! \\ I µ; s <_..�"' ,. _,_.. _ \
q� \ \ \ \ `\ S \ \ j fff 9 P t /f J f J F Jf f 1
°1R�y°t l \ \ \ 1 \\ I J ' P J I ✓ d /t 1 \\ `r °~ f =`
1 / r..
+ \ l \4� \ 0. 1 l \ ! J Fd 1F Pf f p F f` d / f f 1I I / �I, - _X \\
��, s\ ",\ AV �\ e A I p d r I { I f / ! F t I /d ° ° °° f °��
v., % \ \ \ i ` \ + J t ✓ d f f f d P ( .,. � _ \t
1 1 1 9\ \ ` } t Y p r I jJ J f p d ✓ d d f fa� P P �.^" / \
d, \\ \\ t \\ L \ A \\ t {/ 6f F 7 d P ! 1 P J✓ J d ! J rI /'� �� �~ry `"...
\ \ \ ,\ \ \\ \ 2 6 / /I p7 pJ rf ✓F Pp fd /J o if / l y. `
\ \\ \`, \! et \ '\\ \\ If ✓t ff ft d fI ,d i d/ ®f� rP dd f �+' / r<r °r,/ f'_' - °- __""_'__
^", \\ \\ \\ \ \\ \\ \t ,i y °° °d Id f1 � Pf r° rP r/ I <r dr / p / �,*'"--,7S,
r✓ f r ' ,/ "'"''� `ke
\ \ \ \ - 41 \ \ / f d f d , P P / J r/ >J dr .'" ° °..,,` P ✓r r ✓',- \
I "_ , \\ 1 J J / I j / /J/ J / ''./ °r !° / r a
' 4. \\ \\ % t�� 7p \1 pp\ 111 /J f F P !r y/ Pr /I J/ i ✓J /r✓ �/ 1-1
' !,° °rr"r +' "f r "F✓r^ / '� ° ^ 1\ ,
\i
i \v `\ ,i \,\\ � N 3890885\ j \ ,_ / fd pd IJ lJ / r I / s'r r°'r ``'\ i'A
Y d t\ \\ l\ 1 \ }i d ff IP 1P // J/ // J f1 l ..."" /+,r N I 'Z - \ � '`°.'l
Yom\ \ \q \\ \\ \ \S \ 1 ✓ / // J f / r /P/ /x `: Ia/ ,'/ � / /r✓ a\ \ \\ �\ \ \\
<r , \ \ ''\ i\ \ / i / l d l/ Lp . / r ,pd f r `T O. \ \ -
\\ �. \ \\ r✓ f / s //r✓ fib'
> `>\y \i ♦ \ \ t }' / /d f d/ -'�° r ,�- r,r r.,!,'�r�. °„�, v vt
u "
t 1 i \ d it" C3 ,.' Jd /✓ ter,. _ \ \ '
11 p fir- yp tSa \ \ \yy S ¢ d✓ Jd ; J r .y^ +''"s,! ✓ri^'•'✓rr✓ - ""^msµ ^._., -✓' d 1\ I -
,\ 6 1 \ S \ f/ Pd � r /� N r r '/ I A S a S \\ ,. ft f / rrr/ 'I I \ I i ,a, r
.,'
\ \ ,
.,, °`M' 'S k ° `y °y °,, '� ' � ✓ 5 �i`,� ,,PP ✓! p` °r✓' ✓ ✓r �r✓ -'-'' qdi Pe
\1 1 ! r O _ J 01, - rP ,- ,
11-11, "'N\, °' °is y i t / / //r 'N > ddP✓ r'
\s V " rr * /d /d
\� \ a\ r/y err \y... .^Py ✓ /d fJ
�✓ v ,il\ Ki e^� / 1
dd/ \ i ? p ii
--_. °�.. r F\ t\ ✓ter C, \ \t / °" j✓ ,___� "
✓ /�",i \ I I rr ./ \', " \}\ \ \ \\ \\ _- . . . . . . . . . . . . �� _,._ -- ---
✓ _
° \,'a "" V\ ° \ \\ i --- __dam . . . . . . . . r . . r'-� ,_ ✓ .._ __
°ter
.._ r °. A - '1 \ /r - °� !✓ Aa , v vv. v x_ °.i _ _ . . '"�_ _ _ -_-
J
LL
51
Ir -c 6 f
2
�% � 0 R >O6LEd
z it
�' � 2 z w� p s i
w � ��Q mO_�5 -a 3"a
A%
w ♦ * * * *♦
jib � � U I8
� O � a
W O P,� � z } �
O * �dJ
w °z10 '
Z z e
z H>_ O W 5
� m z a z m m
0 -i 02Lu a-
ct) Q O_ O 0
* * **
0
0 � o
0 w z
v � LI
z � r" It IIB
� -�:4) w �I
W 4 " t Y � �6
;,teo:� €I
t %t
P ;� 4 ;� � g
D u'
r � � ,°„l T2 i cn
y
'
P, o Z, �� g 1
�
rZ
z
REVISIONS
REV
DATE
COMMENT
BY
1
4/29/15
PER COUNTY COMMENTS
DRH
2
5/18/15
SIGNATURE SUBMISSION
DRH
/ , - v v
... ....V..,�_.. - . ",.�_ ---__ i i --"- \ "O / , \ \ t f _ %/ " r s / ~f'- it "I - } : y, \, `a �\ \ ® �,r i --------- _
-..,� ..- "_.._- ....- _'_S-_.,.. --_. -` i ` r \ \ y o 1 .^.._., ti / , r° r r° '` \ \ e \ 1. ,\ I \ .".., q
`� 4- - ' y \\ ` \' ' \ 1 \sy ms O r r' ® P r /' g� °` \s y 'a ` T 'P
...Se (\/�p��`! \ \ a ,_ ) d r d yg _ '___, r` q \ \ \ Jr
PR i I Y a _ 4 " e d ° ✓ ✓r> r / / ✓r J 6 i i l -Y
O� °`" pp ''pp''ppg 3p�p��q/ -� \ \ti r "^,� \\ \\ y \� _ -a. } `� d J/ JP '"rrr'., ^''_..�^' ,' "/' _ ,.rr` ✓r f s °. \y \ 1 \y \t \ 6'!,`',, a �i
"- PZE,p,f^iIN1Ny,°Sg'�^y VYA I_ `.� '\ ',, 1 "',^•`.. \ »_"°^"� 'O, -F j f J ° i ~O /'' _ 1 t \ \ \ "S \ P ` \ i /
_ ,sre,.si+s.'";.y I A #YiJ �'\ \\ _./'° d J FP f/ r' �_: \ \ � `\ l \r
ti r.4
a
° PI- \ \ _
' __
m w _ \\ y
'' \ __ - -- �",� ,3 ",J / fir .,�° ! i a \ \ rpN w w '_
\ \ m °\ f i/ ter^' \ ,I - -
y ``- -'. \ \ '. '' �.., r✓ \'e, \ -°.,"� r / s e' / r,✓ r ✓r :"t * \ t `t i \ o y _
I' / / r / --- - -- i `-
\ - rq �`�, VI 9
L \ \ _ I \ s d --
\ f _
�\ / d
__ 5
�'\ /r \ a \ d
4 -}
//
~°`'^^ 4 1 't' ``\ J �'P i r ,s^y� -: `4 \ i 1 '' 1 eC r✓ '°�.� ^� .p f✓q^
- 11 /J ? 11,
I J
1
I 1 r� /
/ f
1 '"�
".`�� / f P ,! f t r _.._ ^.,\ - �\ -- .....__ ..............._,." rr �' J„° //f y,/ ✓ ✓/ s ..✓° °", 9 \ '�` \ e y ` f "'- .._.:Mx__ ----. °^--- ..... -''� -h.
J _ \ \
p (}yyqq �� qqt�yy r� _ /p /% .o / ! _
\- � 71, J L'.!V 54N3d P Sdr �7 °-`"_ \a_ ° -_ - -_ / / F J 'l / /„",%.'_ �p'g__ -°-' -- ----- ^-°"' /x J t \ \ \, \ � a,,� _ \`^~`` I '� / r / s / P nn F , _� ✓ p,al.y '..\ ^�, '+,,, f/ f Jd dxi r` ,7i7 _ py � 1 I t � � f Lf✓, \ �l h~"y )) I f / / l d I hi A/ ,.++wv Vi.d1 _- O \� pq ✓ >" /,+ ✓ / /J. J// /d . / _ OD „_r B \ \ 1 .,"y _.„„", _
.'_, 1 r f f J / f / l p // ,rd rCA'e!jP ✓r _ '+, 4d� l - / fiJJ, ' ,." /A,, /d' d I \ " \S y '�' r, ._____._.__J._ 2i
^A 4..\^. y t ✓ },•�f d { df Pl f /� >P r< / // /° dd �vy. r /e• `! L dy \ I °� /" p d f J / .- .__ p °/1 1 y 1 1 \ °\, i ``.,.,�� ~'"" °-.. P...d
I S f - P / / / dr ,, r J /P _ _ ✓t 4J ° - b.__.. -. _.__.,_ ,s` ✓ /r✓ `/ d / / /s/ /✓ /r'' CV _ P 1 \ \ °�..`� / '0. 4 P
I ! I jf 'f t f d ' / f / ✓ '' // // s - �,: a C✓� a' f ✓J ✓ / -- _- / ✓ `_ ° ✓ \ \ \...ti 0 I \a `qy , A
-00 FI_ ^, i 1 ! f P d d B" P --f=" i -. ®°°�_ ✓/ /`` r s! d - - -_ -_ N/ i '[\, ti 4
�P[} yr" / ! ✓/ _ .., t rr _ _ S \\ \ w I
d F ° ✓ p/
J f f
E8D 1,OD �t�C3 d/ / / �" /° '✓ - - - /� /' rP° f f' ° % _ L0� � \ /, � , Y� \ ,$ / ,
, ,> e` r� - — ,✓ / .rl - < �`�� - APPROVED FOR
J d // N/ d/ J.,(].,. I. °,..,- r° ✓� p r --- _ .,. �\ " \'a\ "4, ;h& ^y, `11, -'R. J
_ ✓ ' J P , / /f ✓ 1 _ .,...._ - w �<f _ _ _ ,' / s 1 % r y' M °�' < Qpy� /' S / C, 'j.. -'. -
'' P// d 1 J J P d d - _ .-. _ Jr Jd , / / _, / " ( '- J q °eh ® .l `` "�`
\
r s °
�.� ey
d .r ��. 'r' ��-.. _
{ // .- ✓ ✓- _ ° - - -- - - -- _. / / ;- f f dd t _ y o CONSTRUCTION
/r f.^ d ® Jr f/ IP f ® rP / F /'' - !t t✓ d/ /df J /// / J.,. -- "" }(�j `.. ", - t "d
r - r /
✓
/J ✓ ,. °' / J d L F ! f I I P 1 f� / -� j i'� ✓ P� r° ll� ( .� . f-'.- yb Y "
J d / r/ '/ j ®/ // // d /✓ /�: ~ ~' +._"..,-- ___ -.., ....__,..,_ / f J P f f d // ,W,I ^., w, "� _-- �° _ -
/ / r' / _ PROJECT No.: V12
2001
l s a 1 _ / /'/ �,'
/ dr ✓ d dd / r/ / d J // A / / -s-' -- J �`'.l -f/ �! t f !r l ✓ /. ,o' i ". 1 ,.a,y I /^ey
d r / d / r P _ .5--- , _ _ `- -- _ p a f ✓ / i i `� `,, � y. `�
r r r
DRAWN BY
O / Jd P✓ /p° r f /// ,•/ rf J 1 '✓''x r r / / j __ "_ '__ I ..__.... �O f I f �i / d /'° C� � '\,, \ \, � �y O.� �/ 7
/ f Jf f r .' d J �P/d / d / v,- Q 4. �.y__.< °\ 4 �, 1 I f' f PJP - �pQ�' / /'' / l ,s /,l/ / /'x ,p 1 / f„.
!✓ / d ,' 'P✓ ✓ / f f // ,✓ t P . / / - f1, -I 4/ _______._ _ -- _ -___.,, --� rJ d dp p/ P ° e gfit" ✓ ,✓'' O ° f'�f V r w., d / `�,,,``w,,\ ..,`. CHECKED BY: DRH
I r r / ' F r ,r� �a� r. gy A,. ,i {� P/ - r/ r I'ry _...._ -- _. �.-^ / p e` f ✓ /,.'' ✓ ✓r / /r, P �"/ !F 1 �"'°., i °,.,,� s ,�_.
" / d / I d '' LV P:.P ffNd / s r✓:�\/r _ /, // _ / ✓ / d P P' d3 / rP / P/ ✓ �. { "\' \y,�^`'qw, \' `,, 7 .^€'1 r/ `^•,,`\ `\.'° DATE:
1 ✓ /'^ J P /' r \. r ✓ J --_„_ - '".`"'"' ---" . " - / --- - - - - -- > r ✓ J r ~w "\\. \jam'',. f``°�„ °'i 2/27!15
/P d ' d P J ` / s di�'e] i3 7 P, - ° / _�` --°"' _ - - �C{}- --- __! "%- °- __-__""_` / d / / P f d '"✓� //J P f/r r Pl / _ -__ ,` d t `°'^ °/ ! . -,• 1 3
_ / / Jd ®' ,' P / r r P P f 'r°°° ___ ; __.- -`-`.. - d ! P ! ,' p ✓ ° / / ' °� s' __ --® / `�. f �`"`. I "ry °. 4l _- -ri- - 1 " =30'
11 ! , ! / / / { 0 f /r d J l f /:'✓ r ,-, - »_.<..»____ --'_ - r/ /P✓P"x f ! r'C // ' ®/ / S \ 9 "-„�. d /
I------ SCALE:
r / / __ _ _- - _ / s,/ f F < r b, J/ ~` O CAD I. D.: SS1
d / P / P J 1 I ✓ l .� .ter - ~° �� ° --- r/ i // d i f i / P'r d / ,✓ r /✓r I {% y
/✓. / P / / < P P d t J 1 "' -' r° _ - "� N 3890568 - -° _..,, �._.-- " ".-_. - ✓ , /' J.,' f I I % l / / p P ,/ 11 X r 1
' - - _ --
_ -
t, `.,,,"y,, p�
/ / / ✓ I ,. <„ °.., sr ✓ .._ -.. _.___ - _ » ._ .>. -- _ ._., -`°'_ �. -,-._ v^t'- _,- _- "_`-_. �. _. --• r`.' r<+✓ 1 ° P P `dJ -�~ k �``. k O V' -. _. y
// // Y r,., J l W N 3890565
,r' /i° , d f ,P�/ d F/ f/ fP PI JJ fy! of f „^'y, /e:, / I
"`' /P f/ r/ ` d / rfi Id II ,8 r d p✓ J _ _ _ ____ - -._ -_ _ ._
/ y d d/ 9 P d d J _ s^°°,_ / f // f P i 1 d J J \a,, \ ,\ { °y J d ~�
^' /r/ / d / F / I d 1 P _d".... -'' _ _ ..-".- �?Cy.�.- ?--y'' p_ ,! ! /, // P ! F I d / ✓ \ \ "4,y \ I f -1
/d/ r /J ff d9 d/ fd If II ff /, \� 4- 'r'- '-Y' "w' _ - »°° ._w. "°'q;- .^t'K'e y'yq p',r� -__" °-- ___-`_- // / d� / //r d f f d/ ��q \♦ �`w / `v``ati P R+ ''f'° `"`�....
/ '`r t / P p d P I - ,!✓°'_y �"y g�,p_'' -g}' qp .g>(""[p �,,,,,."»"._ --°` ,_ °° L9d °�� -?1% $?_V'b3 SLi.. _ � / d // , /” !, d 1 5 ® t/~ U. w \ \w '"` f 2 t
✓~ /� // /r d P P rJ 8 f ^.tif _ _ / _� 19 £..i. 3.?0fip. "" Y.&fST °..- Y -..-'" p gf _ py� -(� .¢p,__..°_' - ._..___.__,"`__ .'-___._- // j/ / r/ ,/ /dl r/'� / f F 7 1 i S _ �\\\ `i �4"`.. P I ^
�O /'� P / d/ JJ fd / td (t i - __. p'.' }'➢ P-_q �' s ._.- -iNY b✓£3.;". ALi (y- - / / d / d° dP ® J t 7 1 F _-___.__ -- _"...__,_.__. _._ _ \\ ., � `" �::.` `r. f l""-ps
"_ / d/ P d / ! F 1 %'i -% J -._ ..___. ._ 3 - //' �_, ..S Nii 7tP9 ,--.'° '° __ _ ___ -._ - 4J- m._. °__`°_°'__.. -. _.__.._ ®"» ✓ //I d PJ // / q]�('%/ //® f ! f l g� .� `+ \\ °=w'`�,.� / �'+� �w f \,�^ Yg`�.,`�`_. 11
- �°-°" P/ d' f' // PI {` ��'\ �_ __.- � - �... ---~ _-- � __ __ __°_ =�£3-_ _ `' i df P' / r' i r' rJ Cli7l ICIC9l CiCi -I _ (1�i3 i � \\ "` `\ �` °�w,� ``�°"r` "'"�, i
,..'" ,r'°'^ d/ / l d I d 1 ' /- _.... �Li ILfA~"`L +ddb `9"$".._ °` ~-�- J // // sr P t ! i 1 °` ,'' ♦ "I `,, f \,,, °-...,
r rJ l 7 . p�p���,�x- �,"".. --y yg_�"ry' -.. ____ ,..' --p _ ,,...._ -- -__ M11 py ._`__'"_.'° __,.'-___ ° P P P U�1 ,� ♦ "p \
r /w° //r f/ 3/ d ff i1 i� k-,,,r", -r -`'..,w _____ �... --_,_ /� // 4 `� __Nv li ^-.�d9':54 P» ,-- - '"-_'- ,..-'- - »- ,„"" ". ^-"' _ _ .___.- ,....__ -_".. _._ -.. ` °'" 1, - ,_- ____.._ (l ,,,, JJ' !ff jP •+ </ , s 1 0 "__._._ - - -.,. _.,,._._°'_.'_ -- "•___- 0\ n```e.�� \\ w'\ is ^� ' t 8 ) ✓
- - _
,.''r Po tr ! t td i L'' /'-Cq �" .x - __. "_.. _ — �gg',� 7 .,�°�,�_,- _,--" .._ -- .,_r" __ ° ._ -"�" -ry _' "_ _,___ -•__ -_ �.... —_,_ - _._ , -•-_„_ °,r' d s/ ` ✓ r d '� \ � �p \ °h °' �F�'°�`. -ti^,.
--
„,_.- J J ii'. C'� ___.__,,._ - .____"_ - _""°_ ` ____- - �� a \f // sf ✓ +r I is` __ _... ------ __ -"_^ -� \, , \ \1w, \ \ \,* �\ ,h �``` `° 7
tNi A i 1:3' y-�
- _.
-
�,pt^� d
4�° m - ° - -- - {
h\
/ i' %/ - °" - _ -. ._,.'° __7:-________________-____ - Q i�Ol Chi OOi - -- - - \O
L V P
V
-°
V
sr
>�' wy
b h� y
__.___.., �q ro _ -.
-
/
a °�
\\
/r
h l
-vim / ,r' _ w „_ _... '-° _ _ - _
�___`_..__",_.- -_ -`_ ._•_____'_,__ °-_'_` ` ,' .- w,... ..-.., .. ° �._ °.....- - ^- _ -. -.. ®. _ _
i
wh\
hh\
`— - - 7�µ ` _ �_ - - - -_,° _ - - -- - - _ �,�
_- _ — _. ___ _____ 3_ ('y�^5 pyy-y
____-- __.,„___. -_ _ °"°^ --- ------ __ Vie' _, ,...____.- - _ -- .____ A,.
--
`w\
t\
Y
." _ y tom_ "' y,
- - -- `'
-_ - __ -- __. -
_ -_
- _ _._ -_- ___ --
_-
--
_
_ _ w_
_ _r.
__ _ -
- -» _
-
-� __ _ _ -.
°_
--
__ s µ
° _-
_w
-°
_,
}
s^O"
r -
A
_ r- ° - - _
/ d _�� --
-
_____ _ ✓
_> _
✓ -- -- - °
__ -
___ ___ ________ _ ____ - -_,_ __ --- _____-. -- ___.__ - -_ -_ _._ - ____ ____ _.__..... -_.. --- ____._ __-, _ _____ - ___. - - _____ __.__ -- ___ ____ -_
°r ___ - - -____ -_ _____,
°., -
__ _
- -_ - -m - -
-- / - - -" - ___ - - __ , __ _" _________ __________ -_____ ___ _
._ __ _ ___ _ __- ___- - ___ - -__ _______ -- ___ -__ _ - __
___ - - - -- ____---- ___________ -__ - ______,__ ___ - __________ - ____________ -_ --_________________-_________ ______________ ______ ""___ -__ _ _______ -__ -__ -- _ - _ _ ______ __ __
° °» _ _
- _ -__ -_ _ - _ - - _ - - - -- - - - --
r °°
° °°
u_
/i
,...,_ it} ,_^ �,, .,- ... / _- _-_....______._ ��_`_ -'_' ___- -._ -__ -'- ~°- "`_' -_.... _- 'n \� -. `°'- ",.,„._~W4
a
`s_
- °-
_ _
____
..._._.__..�."""_ — ......,.. -.-® .®�. ,._-- ---- � ✓r \ \\ `�..'P�„ .R„ --------------------------------------------------------- _• ---°. ---_._ -. �• °`•ham t ---._. -- '- _. - '- ._. `°.____ l",- ...+~`° .- _
-_
\ ` --
_ _ - °_._ r " _ _' Win._. -� ', - __ -____ '____ �`
/` d Viµ" �_- 'e? - __-__./ - -°- - - _-_...._____ i __._. " ,_ e - - -- - -- °- - -_ _ - - _ - - -_ �- Y -_ --
NOTES: 30 15 7.5 0 30
1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES.
1 "= 30'
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
F" PROJECT: I 1
WPO PLAN -
1-64 TREATMENT
FACILITY
—FOR—
5TH STREET
STATION
LOCATION pT I®dw NO
OF SITE
NORTH OF 1 -64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTT V
S ILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
BOHLER
E N G I N E E 8 I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: 540 349 -0321
www.BohlerEngineering.com Of
T
a DANIEL R. HINES 9'
.p Lic. No. 043176 a
O
5 \18 \15 `���
SHEET TITLE:
EXISTING
CONDITIONS
SHEET NUMBER:
5
ZI ` C= -
_. :�
r T __ _= l �y ,-�
/j ( I
s
/1 �
I _.
s'✓ 0 End I � �, �,.-.
s- l ! /
I -
a ( -
I
C'
FB yy
aw t -
/ r _G } _..._.. ----
v
�0 a l
r —n -� _ %h
r d.� -_
4J _
9 ' \ —Sfll_ _ � _
5---
_ s� t �
_ _
-
_ - - -
a _„ _ _. -
I__ ._- ..__..._-
,.....,_-- -
e�
(=—°^I
s
_.
p
,
\\
\ \\
I
L , ; y
0\ t, o \°X �aa� i " \�
\x .
° „,,,_N,_, \
-_
, _ ,
L C
\ t f \,
.\ \S 4 }. ""'"'. '� i .'7
',l _„_,
\ `'F °%
F yd x
1
L '^ , t
X
\
R },.
i.
d \ \ r° e t4 N,
r , ,�, . ° ` °� ,, `°' , , ,,, ��< ,
,�� "I'll -, \'vb), ,
X I, .1/�, _`;,�t,,�-” ,� ,,,,
, `
^ ,,,-5' " ` 01�` \ / ,\ , __ - -1 ,
\ A
/f
\ i J l r^
�_a
.'� s s "�
�2
" _
r,r'
r
n ,
r,
x
f
�+' O
n
,I
's -. -_
kI -- °
`\ °\ \ \, t\ \ \ \ '\ E rd / B d { ! {P ff 1 1 \ ' /d / /,' r.'r .
,\ \\ \\ L 1 ,, e \, 3 df ar i/ f , d df j rP ° -, rd s ® w
i /
\ d { ✓ d
`\ \\ \; F\ \ l\ \\ e PPJ Jf d B J d9 { P `1 p 11 j Pf ! .-d �r.^' °y�� �n "'''�L
;i t\ ,\,,,, l\ \,,",,, 3 \ \\ ! A i r P BP d it ` f f Pr dt tp S f/ ..
\ A \ \\ Y _ , d d 1 / d r d f d f t j t ( i 3 I /' , \\
1 w \ t 8T d t f `d'p d ` // d ! 1 ,d '� O L, 4 \ \ 1 " d / d rd Pd dp 6 1 d° 1 jJ !,' ` -_ °n ,`" °. \\ \ \ •\ \ ' \\ ( j Pd J d ! ! j / d d P P nr °,! r _'� !° _ `.� w,� \ d /f d d 1 B d s d ° f v� 7 -_r °r / f i
a., 4� F t'\ 1 ° ! J f r ! A { t 1, d �y ,'r�
LLL t\ \\ V t \ 4 t'\ i {P P d f P j p d ✓ d C. df t° >'". rr w.__.�
\ \ \ 4 'F\ \ \ \ \ d 8 J j r° pJ pd Jd PP df F' d d / J n j'' �w
S rA \\ \ \\ \, \9 \ \\ \\ t\ d f f <f P p, J{ d fd dB. pi Pd 11 / 'r'. / n r' '.' _ <. ,"_.
�, e "v OO d J ° r dP •° n' r w
{ j
`d F' \ V 1 d d` A\ \\ A :'4� \r r ,r PP {' P !r p{ F{ J' ,' Pd {P / .'°r,„+^` nr °r " .+r ___ _ _ \\
4 t\ \R \ L \ _ \ 4\ \� j vim, Pl /d ! i° p' rp J I f/� f/ ', rP / / ~, ✓''", ^^., y: '°'. n °f i ' '"`n °a:,-- «.,,�.,___- --� -_- _ t
l\ \L, \',. \ \\ \` lt`ot � ` l\ 1 �° ! /s *xP fd !tp i Bf )i J /'' .'® {/ dsr° O r'. °sY'r °!':n''r ffd' „r ~` 1
S\ \\ \.�. �I N 3890885, °_..5 d /dd i da 0 l,^ ''r /6 dP .✓„ ,r''p y.. fd,n° f ✓' / 7,- w` \\� `a1
\`' °\ \\ !\ 1 4P t d Jl PJ fn ..""nr° "r' s" - ` `.. , "
s\ S ,\ \ LgLy • \\\ \¢\ .3'E ' ' ° ,PP f,dd dp ,yf ,� jd >PP I ,_r f.n'' ®` `° % �'\ \\ t \� 1. A .c r t F° ,,✓"/ ✓ *. \ ___�,
,a 'It \ F S i, S\ $rr °` °° /'�IJ r/ % s'' ,/ r.- !✓"'r �� � "e 4 \\
! _s
>' d C
F ti S
/ d li
i __ t \\ \\ \ \` \. \\ ', /dam," F/ /P °F r+,~, r„° nn �, °..,+. �- — �. f \ \ * \d g 11
\ 1 P ,, rr ✓' :\ it I
\ \ �� `$; \\ \\ \ \\ \ \, �.....> P //f r ✓ ,rrr, f � ' �n:r'f '� d ' r
\ ��`"+� y; \ t v" vv °o "� °''- .-'r °° , - --- -..-' '� V, )O , �6r�J /B r co �r' S , ° °
\ °° /^y /��y �y
.+,,,r \_� tl?, \\ \\ s v's PJ rdFr / °FuO� ~� i
I" r � > f
\ \ ~
f \ Q odd Pd
r rY 1 \°,
rr ,, A A \ ,i d/ r° ���
rr�d 1 0._ d y,v
t r,,r e \e m d } de -,, '
rr ,, - - --
1
`r
r
rr
A
- ni r
I ' 1 ,�rI rr r L� v \\\ \'\ \\\ t\\ ''°-. . . . . . ... ...'.•... . .' . ,d.. . �-- -�. �- - --
°; - / _
-y
r' _
`4
r/
\ S
°Y
S
° °°
r '0
a
r / -
\ _
r rr _
i �'
�L �V �V i'
`\ _
___
S \ i
. rs
i
I d _
we
df
y
Z
,i �%
- 4
J \
s
LiJ
�g
O
J
Q Q d
�4
� > Q
9
O O Q ,�
:E Z-0 �
J O ZZp W S. _j �
wL.¢ 0
M.y � �� � - 1 O O - Q O x
o
m n m d ;
n * + * -*
4404 - W a
I C) a'
R � u a
P4 � o 2 Q g-8
W ter"
P� U` z } l4p�d
Wu\ O d J C
'Ti I-- 4F O z O z? .;- Ey
z u-$&?1
� Q O O z m ii
OQ0UU C-1 I
0 " * * * **
0 iEa
vJ � L
F-, w �' 95
� ,� Pe
C7 � � �L-T4 � 1
W w Ic E� I'll, � ��
�,, r:, 2
� � 0 ,�
H
� 9 � � P z
o
c mIm
a 4 og
- FL 9$
4 129
I
1L(} r /fd tP f` o PF�FfP. /r ,r'18" STEEL PIPE `: = d 1 NOT ` - - -- " >' d r` ` _ -- - - -° / w
(SEE NO I a
L3 s LOD Lob r e ` d { ` Pd /° SEE NOTE 5 � 28 - ° �'j rf "n ` / B° { J'r /' ✓ `1�} w � "a, r1 j 1
( ) �-. '` ro
0 ) _
_ 1 Oi3 OD { d d / C06dC. DPf n PRORRIP RAP° _ ` �_ r ° r - �3 a w l° `a
d { d /�� `, -� d f _ E ' �, P q�� _ APPROVED FOR
I / d f , / d , Ilex /!-._. --°" r.^ { { X �° 9 X. / "°�.l �Q'''� ` ,_
a ----. d ° P , ; / d r - ✓r. 00 / /�0 s y P
e r _ot o° d P _ . - ° .
f' V _ _ - e P t -
J _ .__ _
✓/
° ° ° /
_.a
t
r r / r
✓✓ J 4
✓ rr
�. r
/e r F s ,° ,err $o _ _ __- _____ -_ ! , { �' ° r P'` // \ dA, ry` _ STRUCTION
f° d P d P / t' d F - _ -' - -- 1 d '` ' 1 _- f / n`�- J �,. `,,. i �^ °
,° > d .. n° - - - -- d f f /' _ y— w I � _ ° - - -, _ -_~ CON
/ ® // �^�, t f OD
F / d /✓ ✓ F l / ! rY,+ ^'"' (�' °___.____"'__.._ ._ ! p d ! t d j ,° ° / �', "w \``''. �o� ,` ,, "e. ",., "�
° ✓ ✓ _
n r r r
+ r r
f r r n°
e f d d / ` ,� FF rd / : / , as ^.- Y .3'_ ,. .-n ..- .- .- _...... _____ -_. -` {d ✓ rr r _ ` -`ti, `/ '_ ., e,° ttz, •,, `a ��"^'e ` V122001
- F o ' r / f F -38 t� -°~�, p / {PP ; ,'" / % "� ;t a <�. /G -' a PROJECT NO.:
° , d' .5 - _ ° 3 -- - - _ E __r ! / _ / ~,+,+r .° ✓ , f - > . ` `7i DRAWN BY: JPT /RTY
t °f = _____ _ - - 84 PROP x62.2' -18" kl ®PEP1P f e
6 r fr/ / d { P °° j O P i = -Q 0 I f ( A!e d' F° _ /° A /'� s , ✓'� w> `�,``,,, ! '
,' ;" d o , d ; r 377.Jp _ _ 86 (SEEN TE 2) J > /f : l _ % r
' ° , d / _ P e , c" ✓ d "' `'� f � j( d ~�. 4 CHECKED BY: DRH
p / '`° , f P° P / 1 rr`J d ® = n'� t / _ '_`°"- d { 1 1 s d p / �, 3 ". ) 9 "^.. ✓ ... �
r f /
d° d r 3
° / f r - --
n r, R O s / _
r d d e { r' d PR . 6'X ' d B ! r °vC'i° - r , Op $$�` _ , ,P / ✓ d a r t° °`- P / `� ° �� �, "4°•� l ':. r' `°o "°x' `�,, DATE:
✓ d - ;ry _ d , { B _ -. dr e 2/27!15
,' r f / - -� 'PFFOP. 55'X1Q _GONG, f ~ - - _-__ dFr v - -..s r
- J _ o
f / / _
HAP = 3 d °m %
,'� d � d / .' •� - BISSTPATERP _ g0 - _. °d / , J f / / d r' __ "°�, d�, ef� d° - -__ -� SCALE: 1 " =30'
d PI Pr dF ,f B JUNC710Nr' !Jp - __s - �I -� _ - ' r/' P, Pt / /' d ' '' P' g ' ^ s �0 I-, `6 111/ d' � ' �.,
r a
e
_.r
4
„ °'! /° dd t ✓ , d ' d / ` PA .,�° ,- " ; . ,/ - --W N 3890568- --`"__ _ ar 3g2 _ - -- __' r °' ,X r / % / f,° ,.,, =` r'y /e °r / , /rr `� P f1 "' :.. ' �^.,, l - CAD I. D.:
-+ // J 6 f F ,F 6{ °! /d / I r B f... A P i ° !. of _ . _ .....»,.. _ ._ _ _ `s✓ / / `P ! d dd f 1 ,.,.'n\ � . I { \-. Pf F"r /d `'_,l / °�.... V V 1 lt� °° " { d/ // d° 1 IN 380 °'i _ _ _ _ °PROP. 3' - - 3 1 _ "._ .'° /' /' y rPd >' PPP / f r'd W N 3890565 : SS F°`ti t 'r _
s� d 9d dr 1 / ✓> !° id / Pd - °,, -f /' - �- .,^CONC. VITCH ,___ - _ g4 ___.._... --' /" r'°d % „ 1 '''d % n { ° t ar Pt dP d` ` vim*; { °fl.^`�.,, d `,r,..� , °•"�, ^,
.. Y /°`�,
f ! ✓ / d d .'C a __ - „, , ___- - d/r F / / d J ,' w '
° d d / Ip m�� �,.,, „ -_,,,. p _ - -° - -_ - 3- ° ,^ d v / ®d J 1 f d d d ° e w ^:y4 d f '^„1�`., `"\ \.�,
IZ Fr/ J' ' P Od 6F {P P 3 ! '� __ ,r"° .r .... - _ -"____ _ _ V ry -® _ - "_`__._' J' ' r� -r / /, / / J j fd d7 {d t e♦ w rr d s!'4^..,,. °`", `^' \�.O
.- / °,d /° a” / / f d ,,X�rf/' �^, 't �... �' y 7 -� l f ' P d \ w v, 1 1 '''". d
®/ F d , pp f d,d 6J d/ '1 ,+' /,'' °, _Y�l _ / - - g gdx_-„ LwR - -_. f _ -- _. - .- '_- - -. - -- �g -. ..., ° ddY r ° 'd Fd j d/- ddf ti tt 1 / \ J _... -° L✓ �w `,, \ 11\ d e_ `y J d
�'°� i rpd d/ fP dP f t wsy ____ _
/ -
v _ - 4
~-
a d' % B{ � / % --°` 1N - _3�'�, 1' - -_ _______- _ - -___ `` __ _� 4p i ,° PROP. TEECL`/EANOUT P® e ; - - -- w\ ': ~___ , I
n' ° _ _
- "" e / - S - -1 3t6 _ -'w ._ ~° _ _ -_ __— `—' Tt�R1 (S E#!6) od p1 - _._- - - ~ , ad , i
t ______ __________ _ `` S`fRUC EE N 1
-_- , 7- - - _- - ---- - - -- C07 /(p� ' ' _ _.__.._, _._ _ ww , .` \ w " ,
w '* �`'`•
1 - - - ` �- -tNG A - 3�i8' _ - - 406 °,
° 0 s w°
o t , _ w, w w w
/ 1{ ...,✓ ./ n w - - __ _d � -- }- -. Y r°°'v °�- e -.--- ---- �°° ---- .___`"`_""._"'"_�`d _ v /I �d ✓rl , \1 n - ® w\ ww," ".y,.ww `.4 `p",,,.. tl
° ° t -
y ° 11 ° f y __ - _ 3 1 , - °° _ . _ __ � Y -'.' -- "` _ __ -- _ � - 408 _ _ K0( ii0 i -(401 ~ - N _ - .w � - O ���
_ - + ,e °° _ _ ` y _. - - - - - 410 -- -' ~ com - - - - w , w w ` I'll _ _______ - __.____1�k - _,-
--_____. _- - w
-p - -- _'. .-- -..
a _ __. _ -°
�-- __------=-- ----� - == - -°"- -�-- -� 'a.. � r� -t7',� .v � ._-- - _- ° _ - - - ' �. �,y- -° - __ ______ ~``` _- _ � 2 414 ' � `~ •` ;` w` w � ^ °°�` � �~�'"� - _- -- — ;� 1 -- -_ -- - - - - -- 1� Z _ - _ °' - - -- 416 418 420 422 ---- - w ` , ° , _ % -�I -_
b
4
____
;_ _- _ _
k -_ __ _ �__ _ _ _ _ _ -._ _,_ _
- a-
- -__ - -- -° - - - _ _ - - - - - _ °
____.,__ _ -___ _____.__________
- - L -___ _ _ __
L'
w�
___.- __.- ______._______ - _ _- - ___ 9.50 lzr �` — -- / / _- - ~'- _ _ ~' _ . - _ -- -° .. - __.._._ -- - -- --------------------------------------------------------- - LOD cwt v 41 �`, . w "w
_.__________ --------------- - OD __ _OWMEMLODIg ,.
-" -' .---- - _.._sue -
// ------ -- - - - - -- -- - ,_ -_-' - _- "`� -'" _._ ~' _ -_ -- - `.`- - - -- --- _...._. - __ — - - - - - - w`` °`
"`-
L
L
OD
_________...__- ___;__. - -- __.__.____._ - __ - __.- ______.____ -_.__ ___� _________
___- ____- __________- - -- �. _ °' _ __ — __
- -- 1 - ° �.
-- - _ -- _ - `'``- -
_ 1 __ _ _ _ _- �__ -__ -
_ ______ __ __ ___ -____ ___.________,
__ __ - -_ ___________
_____- _________ - ____- ___ -__
2
______ .__.__..._ _.._ ___-- __- ___ -_,__ __-- _.._.__ -__ — ____.__ -___ _-____ y
-- - - - _ __
_ -__ -- — _
_- ______ - -- - _ ___ _ — __ -.__ __ _-_______ -_ -_ __ __._ _
°- 1 �. ~
__
v°
____________.________ ____ ____ - __ - -_ ___ _ ____._ _ _ - _ _ ________ __._ ____ _____
- _ _ _ -,-
r-
r
i- L
--
- - - e
- - s _._ - -. _ a _ -------------------- - ( -
"� - r - - s ___________- _.____- ___. -___ - _ - __ -___ _ - -_ _.___ - __ -____ ________ - _ _ - - - ° -- ___ __ _________._- ________ _
- -- n `- r "" _ - - __ - .__ - _.. - - - _- _.....___------- - -- - -- °� - -
-- __._____._______ _y __ _
_____.,, ____ _ a __ _ _ __
_ _ ___ v _--_ __ _ _ __, _ _ __ .- __ _ _
-- _ - _ ��,r
I
s '-
�4 m
J"--° Wit_ - +t_ _ _y- „, _„., _� .____ __-------------------------------------- -. ._- _ n_ _.,.»
v°°^ n
_ - - _ __� _ - __
_ _ _ _____ - _ _ _ _ _ _ -__ - _ _____ _ _______ _____________ ____
-- - ___ _______ __________ ____ _ ___ _ __ __ _____
_ __ w n _- _ - -__- _ __- -- -_ -- __ _______ _____ __ _____-- __.________
___- ______ __ - -___ _ _.__ __ -__ _ -_- _ __ ----- _--- _______ __ - -_ -.
____ _____- __ __ _ °- _ _ -____ _ ___ __ ______ ___- _______ ______ _ ___ __ _____-
-, - ______- _ ° _ ______ ____ _ __ _______ ___ _____ __ _
,�
_ r
- __ _ -- __...._ _ _._----- ------- ----_.__ __- -___ °__ - -___ _. _.__ — _ ..__- - _ -_ ___ ____ _ -- ___________
_._____ - _ ___- ___ - -_ __ -_- __ ____._ __' 400
-- P __ - __ -- ____.,, - - _ - - - - _ ,� ...v
/ - -_ _.___ __- -___ _ -___ __ -- ___ -__
r`�
- ---- ...- __ ______________ ___ -- -
° __ __._
1�
j° ;fie-. ,.,..._. _....... .^_-` ..- jj 1 -- _--.,, — . -..,,, _� _- _.._______° �- _."________....__ _____'.___ ^_______'-_...- ___. -_ _ ___ _._ -,-,- _ _,-,
a-
e -' I
.m � 1
o r- 17 - -_- --------------------------- 390
n \
\
lj, ,a
\ \
w
_. _
A/ __ _- I ' . -._ ______,�______ P - -- - --
w4
1 s _
-__
�q
GENERAL NOTE:
T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1
FHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IP
WRITING 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
FNLL CONFORMANCE WITH LOCAL REGULATIONS AND CODES_
30 15 7.5 0 30
1"= 30'
NOTES:
1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES.
2. CONTRACTOR TO INSTALL 18" HDPE PIPE ALONG EXISTING GRADE, AND PROVIDE
2.5 FT OF COVER OVER PIPE AS SHOWN.
3. CONTRACTOR TO INSTALL 20'X30' PLUNGE POOL, LINED WITH CLASS 1 RIP RAP,
AND OUTLINED WITH CLASS 4 RIP RAP.
4. SEE SHEET 10 FOR ADDED LANDSCAPING DETAIL OF CONSTRUCTED WETLANDS.
5. STEEL PIPE SHALL BE SUSPENDED ABOVE THE CREEK AND SUPPORTED BY
CONCRETE FOOTINGS ON EACH SIDE OF THE CREEK CROSSING. CONTRACTOR
SHALL USE ONE CONTINUOUS PIPE, AT LEAST 40' IN LENGTH, TO SPAN THE
CREEK, ALLOWING PIPE SECTIONS TO BE JOINED TO CONTINUOUS PIPE OUTSIDE
THE LIMITS OF THE CONCRETE FOOTINGS. THESE CONCRETE FOOTINGS SHALL
BE DESIGNED BY A STRUCTURAL ENGINEER.
6. CONTRACTOR TO INSTALL 18" HDPE TEE FITTING STRUCTURE IN LOCATION
SHOWN. TEE PORTION OF STRUCTURE TO BE VERTICAL WITH LID, AND ACT AS
CLEANOUT STRUCTURE FOR PROPOSED HDPE PIPE RUN.
9-11m
370
360
350
CLAY LINER NOTES:
1. CONTRACTOR SHALL INSTALL CLAY LINER A MINIMUM OF 12 INCHES THICK 340
UNDER PROPOSED CONSTRUCTED WETLAND.
2. CONTRACTOR SHALL INSTALL LAYER OF COMPACTED TOPSOIL 6 TO 12 INCHES THICK, 330
MINIMUM, OVER CLAY LINER.
i
35' ROR GRADE
- -- _ - -
- ., . _ _. _ _.. .
e
66.25'18" EX. HW I
STEEL PIPE GRADE
@ 5.29% PROP, CO C. S
(SEE NOTE 5) FOOTINGS
SHALL BE
DESIGNED
BY OTHERS
F- I
rr �
W W
� 1
0
J J
W W
_ _ __.. W W
F I_
I co
z1 z
Lu N CD ",
W '41- fir W I`
C) F--
Ori o . z
+ > � >
!�? z o z I
10+00 10+50 11+00
PLUNGE POOL OUTFALL PROFILE
SCALE: 1 "= 20' HORIZONTAL
1"= 20' VERTICAL
400
390
380
370
360
350
340
330
PROJECT:
WTREATMENT
PO PLAN 1 -6
FACILITY
FOR
5TH STREET
STATION
]LOCA'T'ION OF SITE
NORTH OF 1 -64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
BOHLER
E N G IN E E RI N G
8 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
......... 0_ j%if....=_— ;...,,,..a_ _
JC � ®JC ®��JLJI
IMPRO- VEME1� TS
JL� LAN
SHEET NUMBER:
6
REV
DATE
COMMENT
BY
1
4/29/15
PER COUNTY COMMENTS
DRH
2
5/18/15
SIGNATURE SUBMISSION
DRH
I
1L(} r /fd tP f` o PF�FfP. /r ,r'18" STEEL PIPE `: = d 1 NOT ` - - -- " >' d r` ` _ -- - - -° / w
(SEE NO I a
L3 s LOD Lob r e ` d { ` Pd /° SEE NOTE 5 � 28 - ° �'j rf "n ` / B° { J'r /' ✓ `1�} w � "a, r1 j 1
( ) �-. '` ro
0 ) _
_ 1 Oi3 OD { d d / C06dC. DPf n PRORRIP RAP° _ ` �_ r ° r - �3 a w l° `a
d { d /�� `, -� d f _ E ' �, P q�� _ APPROVED FOR
I / d f , / d , Ilex /!-._. --°" r.^ { { X �° 9 X. / "°�.l �Q'''� ` ,_
a ----. d ° P , ; / d r - ✓r. 00 / /�0 s y P
e r _ot o° d P _ . - ° .
f' V _ _ - e P t -
J _ .__ _
✓/
° ° ° /
_.a
t
r r / r
✓✓ J 4
✓ rr
�. r
/e r F s ,° ,err $o _ _ __- _____ -_ ! , { �' ° r P'` // \ dA, ry` _ STRUCTION
f° d P d P / t' d F - _ -' - -- 1 d '` ' 1 _- f / n`�- J �,. `,,. i �^ °
,° > d .. n° - - - -- d f f /' _ y— w I � _ ° - - -, _ -_~ CON
/ ® // �^�, t f OD
F / d /✓ ✓ F l / ! rY,+ ^'"' (�' °___.____"'__.._ ._ ! p d ! t d j ,° ° / �', "w \``''. �o� ,` ,, "e. ",., "�
° ✓ ✓ _
n r r r
+ r r
f r r n°
e f d d / ` ,� FF rd / : / , as ^.- Y .3'_ ,. .-n ..- .- .- _...... _____ -_. -` {d ✓ rr r _ ` -`ti, `/ '_ ., e,° ttz, •,, `a ��"^'e ` V122001
- F o ' r / f F -38 t� -°~�, p / {PP ; ,'" / % "� ;t a <�. /G -' a PROJECT NO.:
° , d' .5 - _ ° 3 -- - - _ E __r ! / _ / ~,+,+r .° ✓ , f - > . ` `7i DRAWN BY: JPT /RTY
t °f = _____ _ - - 84 PROP x62.2' -18" kl ®PEP1P f e
6 r fr/ / d { P °° j O P i = -Q 0 I f ( A!e d' F° _ /° A /'� s , ✓'� w> `�,``,,, ! '
,' ;" d o , d ; r 377.Jp _ _ 86 (SEEN TE 2) J > /f : l _ % r
' ° , d / _ P e , c" ✓ d "' `'� f � j( d ~�. 4 CHECKED BY: DRH
p / '`° , f P° P / 1 rr`J d ® = n'� t / _ '_`°"- d { 1 1 s d p / �, 3 ". ) 9 "^.. ✓ ... �
r f /
d° d r 3
° / f r - --
n r, R O s / _
r d d e { r' d PR . 6'X ' d B ! r °vC'i° - r , Op $$�` _ , ,P / ✓ d a r t° °`- P / `� ° �� �, "4°•� l ':. r' `°o "°x' `�,, DATE:
✓ d - ;ry _ d , { B _ -. dr e 2/27!15
,' r f / - -� 'PFFOP. 55'X1Q _GONG, f ~ - - _-__ dFr v - -..s r
- J _ o
f / / _
HAP = 3 d °m %
,'� d � d / .' •� - BISSTPATERP _ g0 - _. °d / , J f / / d r' __ "°�, d�, ef� d° - -__ -� SCALE: 1 " =30'
d PI Pr dF ,f B JUNC710Nr' !Jp - __s - �I -� _ - ' r/' P, Pt / /' d ' '' P' g ' ^ s �0 I-, `6 111/ d' � ' �.,
r a
e
_.r
4
„ °'! /° dd t ✓ , d ' d / ` PA .,�° ,- " ; . ,/ - --W N 3890568- --`"__ _ ar 3g2 _ - -- __' r °' ,X r / % / f,° ,.,, =` r'y /e °r / , /rr `� P f1 "' :.. ' �^.,, l - CAD I. D.:
-+ // J 6 f F ,F 6{ °! /d / I r B f... A P i ° !. of _ . _ .....»,.. _ ._ _ _ `s✓ / / `P ! d dd f 1 ,.,.'n\ � . I { \-. Pf F"r /d `'_,l / °�.... V V 1 lt� °° " { d/ // d° 1 IN 380 °'i _ _ _ _ °PROP. 3' - - 3 1 _ "._ .'° /' /' y rPd >' PPP / f r'd W N 3890565 : SS F°`ti t 'r _
s� d 9d dr 1 / ✓> !° id / Pd - °,, -f /' - �- .,^CONC. VITCH ,___ - _ g4 ___.._... --' /" r'°d % „ 1 '''d % n { ° t ar Pt dP d` ` vim*; { °fl.^`�.,, d `,r,..� , °•"�, ^,
.. Y /°`�,
f ! ✓ / d d .'C a __ - „, , ___- - d/r F / / d J ,' w '
° d d / Ip m�� �,.,, „ -_,,,. p _ - -° - -_ - 3- ° ,^ d v / ®d J 1 f d d d ° e w ^:y4 d f '^„1�`., `"\ \.�,
IZ Fr/ J' ' P Od 6F {P P 3 ! '� __ ,r"° .r .... - _ -"____ _ _ V ry -® _ - "_`__._' J' ' r� -r / /, / / J j fd d7 {d t e♦ w rr d s!'4^..,,. °`", `^' \�.O
.- / °,d /° a” / / f d ,,X�rf/' �^, 't �... �' y 7 -� l f ' P d \ w v, 1 1 '''". d
®/ F d , pp f d,d 6J d/ '1 ,+' /,'' °, _Y�l _ / - - g gdx_-„ LwR - -_. f _ -- _. - .- '_- - -. - -- �g -. ..., ° ddY r ° 'd Fd j d/- ddf ti tt 1 / \ J _... -° L✓ �w `,, \ 11\ d e_ `y J d
�'°� i rpd d/ fP dP f t wsy ____ _
/ -
v _ - 4
~-
a d' % B{ � / % --°` 1N - _3�'�, 1' - -_ _______- _ - -___ `` __ _� 4p i ,° PROP. TEECL`/EANOUT P® e ; - - -- w\ ': ~___ , I
n' ° _ _
- "" e / - S - -1 3t6 _ -'w ._ ~° _ _ -_ __— `—' Tt�R1 (S E#!6) od p1 - _._- - - ~ , ad , i
t ______ __________ _ `` S`fRUC EE N 1
-_- , 7- - - _- - ---- - - -- C07 /(p� ' ' _ _.__.._, _._ _ ww , .` \ w " ,
w '* �`'`•
1 - - - ` �- -tNG A - 3�i8' _ - - 406 °,
° 0 s w°
o t , _ w, w w w
/ 1{ ...,✓ ./ n w - - __ _d � -- }- -. Y r°°'v °�- e -.--- ---- �°° ---- .___`"`_""._"'"_�`d _ v /I �d ✓rl , \1 n - ® w\ ww," ".y,.ww `.4 `p",,,.. tl
° ° t -
y ° 11 ° f y __ - _ 3 1 , - °° _ . _ __ � Y -'.' -- "` _ __ -- _ � - 408 _ _ K0( ii0 i -(401 ~ - N _ - .w � - O ���
_ - + ,e °° _ _ ` y _. - - - - - 410 -- -' ~ com - - - - w , w w ` I'll _ _______ - __.____1�k - _,-
--_____. _- - w
-p - -- _'. .-- -..
a _ __. _ -°
�-- __------=-- ----� - == - -°"- -�-- -� 'a.. � r� -t7',� .v � ._-- - _- ° _ - - - ' �. �,y- -° - __ ______ ~``` _- _ � 2 414 ' � `~ •` ;` w` w � ^ °°�` � �~�'"� - _- -- — ;� 1 -- -_ -- - - - - -- 1� Z _ - _ °' - - -- 416 418 420 422 ---- - w ` , ° , _ % -�I -_
b
4
____
;_ _- _ _
k -_ __ _ �__ _ _ _ _ _ -._ _,_ _
- a-
- -__ - -- -° - - - _ _ - - - - - _ °
____.,__ _ -___ _____.__________
- - L -___ _ _ __
L'
w�
___.- __.- ______._______ - _ _- - ___ 9.50 lzr �` — -- / / _- - ~'- _ _ ~' _ . - _ -- -° .. - __.._._ -- - -- --------------------------------------------------------- - LOD cwt v 41 �`, . w "w
_.__________ --------------- - OD __ _OWMEMLODIg ,.
-" -' .---- - _.._sue -
// ------ -- - - - - -- -- - ,_ -_-' - _- "`� -'" _._ ~' _ -_ -- - `.`- - - -- --- _...._. - __ — - - - - - - w`` °`
"`-
L
L
OD
_________...__- ___;__. - -- __.__.____._ - __ - __.- ______.____ -_.__ ___� _________
___- ____- __________- - -- �. _ °' _ __ — __
- -- 1 - ° �.
-- - _ -- _ - `'``- -
_ 1 __ _ _ _ _- �__ -__ -
_ ______ __ __ ___ -____ ___.________,
__ __ - -_ ___________
_____- _________ - ____- ___ -__
2
______ .__.__..._ _.._ ___-- __- ___ -_,__ __-- _.._.__ -__ — ____.__ -___ _-____ y
-- - - - _ __
_ -__ -- — _
_- ______ - -- - _ ___ _ — __ -.__ __ _-_______ -_ -_ __ __._ _
°- 1 �. ~
__
v°
____________.________ ____ ____ - __ - -_ ___ _ ____._ _ _ - _ _ ________ __._ ____ _____
- _ _ _ -,-
r-
r
i- L
--
- - - e
- - s _._ - -. _ a _ -------------------- - ( -
"� - r - - s ___________- _.____- ___. -___ - _ - __ -___ _ - -_ _.___ - __ -____ ________ - _ _ - - - ° -- ___ __ _________._- ________ _
- -- n `- r "" _ - - __ - .__ - _.. - - - _- _.....___------- - -- - -- °� - -
-- __._____._______ _y __ _
_____.,, ____ _ a __ _ _ __
_ _ ___ v _--_ __ _ _ __, _ _ __ .- __ _ _
-- _ - _ ��,r
I
s '-
�4 m
J"--° Wit_ - +t_ _ _y- „, _„., _� .____ __-------------------------------------- -. ._- _ n_ _.,.»
v°°^ n
_ - - _ __� _ - __
_ _ _ _____ - _ _ _ _ _ _ -__ - _ _____ _ _______ _____________ ____
-- - ___ _______ __________ ____ _ ___ _ __ __ _____
_ __ w n _- _ - -__- _ __- -- -_ -- __ _______ _____ __ _____-- __.________
___- ______ __ - -___ _ _.__ __ -__ _ -_- _ __ ----- _--- _______ __ - -_ -.
____ _____- __ __ _ °- _ _ -____ _ ___ __ ______ ___- _______ ______ _ ___ __ _____-
-, - ______- _ ° _ ______ ____ _ __ _______ ___ _____ __ _
,�
_ r
- __ _ -- __...._ _ _._----- ------- ----_.__ __- -___ °__ - -___ _. _.__ — _ ..__- - _ -_ ___ ____ _ -- ___________
_._____ - _ ___- ___ - -_ __ -_- __ ____._ __' 400
-- P __ - __ -- ____.,, - - _ - - - - _ ,� ...v
/ - -_ _.___ __- -___ _ -___ __ -- ___ -__
r`�
- ---- ...- __ ______________ ___ -- -
° __ __._
1�
j° ;fie-. ,.,..._. _....... .^_-` ..- jj 1 -- _--.,, — . -..,,, _� _- _.._______° �- _."________....__ _____'.___ ^_______'-_...- ___. -_ _ ___ _._ -,-,- _ _,-,
a-
e -' I
.m � 1
o r- 17 - -_- --------------------------- 390
n \
\
lj, ,a
\ \
w
_. _
A/ __ _- I ' . -._ ______,�______ P - -- - --
w4
1 s _
-__
�q
GENERAL NOTE:
T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1
FHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IP
WRITING 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
FNLL CONFORMANCE WITH LOCAL REGULATIONS AND CODES_
30 15 7.5 0 30
1"= 30'
NOTES:
1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES.
2. CONTRACTOR TO INSTALL 18" HDPE PIPE ALONG EXISTING GRADE, AND PROVIDE
2.5 FT OF COVER OVER PIPE AS SHOWN.
3. CONTRACTOR TO INSTALL 20'X30' PLUNGE POOL, LINED WITH CLASS 1 RIP RAP,
AND OUTLINED WITH CLASS 4 RIP RAP.
4. SEE SHEET 10 FOR ADDED LANDSCAPING DETAIL OF CONSTRUCTED WETLANDS.
5. STEEL PIPE SHALL BE SUSPENDED ABOVE THE CREEK AND SUPPORTED BY
CONCRETE FOOTINGS ON EACH SIDE OF THE CREEK CROSSING. CONTRACTOR
SHALL USE ONE CONTINUOUS PIPE, AT LEAST 40' IN LENGTH, TO SPAN THE
CREEK, ALLOWING PIPE SECTIONS TO BE JOINED TO CONTINUOUS PIPE OUTSIDE
THE LIMITS OF THE CONCRETE FOOTINGS. THESE CONCRETE FOOTINGS SHALL
BE DESIGNED BY A STRUCTURAL ENGINEER.
6. CONTRACTOR TO INSTALL 18" HDPE TEE FITTING STRUCTURE IN LOCATION
SHOWN. TEE PORTION OF STRUCTURE TO BE VERTICAL WITH LID, AND ACT AS
CLEANOUT STRUCTURE FOR PROPOSED HDPE PIPE RUN.
9-11m
370
360
350
CLAY LINER NOTES:
1. CONTRACTOR SHALL INSTALL CLAY LINER A MINIMUM OF 12 INCHES THICK 340
UNDER PROPOSED CONSTRUCTED WETLAND.
2. CONTRACTOR SHALL INSTALL LAYER OF COMPACTED TOPSOIL 6 TO 12 INCHES THICK, 330
MINIMUM, OVER CLAY LINER.
i
35' ROR GRADE
- -- _ - -
- ., . _ _. _ _.. .
e
66.25'18" EX. HW I
STEEL PIPE GRADE
@ 5.29% PROP, CO C. S
(SEE NOTE 5) FOOTINGS
SHALL BE
DESIGNED
BY OTHERS
F- I
rr �
W W
� 1
0
J J
W W
_ _ __.. W W
F I_
I co
z1 z
Lu N CD ",
W '41- fir W I`
C) F--
Ori o . z
+ > � >
!�? z o z I
10+00 10+50 11+00
PLUNGE POOL OUTFALL PROFILE
SCALE: 1 "= 20' HORIZONTAL
1"= 20' VERTICAL
400
390
380
370
360
350
340
330
PROJECT:
WTREATMENT
PO PLAN 1 -6
FACILITY
FOR
5TH STREET
STATION
]LOCA'T'ION OF SITE
NORTH OF 1 -64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
BOHLER
E N G IN E E RI N G
8 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
......... 0_ j%if....=_— ;...,,,..a_ _
JC � ®JC ®��JLJI
IMPRO- VEME1� TS
JL� LAN
SHEET NUMBER:
6
S 6} �.*
,.A / I
:....... /.. I f 1
I t
- /
-- M ° ,
✓ ' I_. I rn_ -1
r �pl 'L , Ap ,-""--I— ___�_
t d
..m -I_,.- ....'__.__. P._ 11 I � , I
}
--
�.- -
j 4
l
f,b��
_ __---
I/
In
I I
- 4 -
_ ---
_.--
1 � I ,
I - . €k€> I
I
I 11 I ,
�'__,_�,
.
I
i
I \
I I I \
3
I III
I
I
I-_ ------- �_, ___ � — __ -.---- ____ j I ,� ,--
.lam �,�,......- '""°"_w�° -�,, d.11 -.°, -- # g(q9
__ .
3
1
�_ _
:- .- y _ _
--
_ � k
w^ -
n
^\ \
-,
A "* , k \
� y
,° , %y iii
l
, Y
z > '. -
11 \ r-'
1, �\ , , � , __)�� A I �, ,,, " \�
\0. a '' a� ¢ � Jr
\ V"
y , A\ ; y
Li
,q t € \ }� - Y'\
/ \'� \ _ice, :
,
r
\\
i
>f' s r �
te
� r A` 'r
_
y ray,
[ o `' ✓- _
f! � t
'i ( � •' ;I-,' — A
=` -r -A; .- ✓ ✓
_..,.,. ... �J yr° . , ,s° 1 ,,,'✓ ,,• "� s " ,,,"�✓
_ �✓
r
6 \ \ \ l \ 9 d P A 7 J d 7 { - - -a\ d° f fa „,r r. .,,_' _ -__
i\ 1 \` \ ! P ) 7 !f ✓ df 71 @ / / rr r✓.° -------- -
\ \ y Y \. \ \ E I I P B ! I f AS J/ J,
\ L \ \ 0 3 d P F P d f I �E. \ i J ,r
4 P d rt
1 4. } \� \ \ 1 l ✓ I g IP / B �4._ l f r
} \ \, \ 1 \ i P t 111 J r s A { I I t /f m/ /
\ \ Sqq M1i S \ i ✓ P J f ✓ 7 3 F '-rr r°/ , 'N
a l ; \p \ \ \ d P P I f f p f f ( 7 P {1 S S "",,.- -%'� \\
», \ \ \ \ \ ''\ \ i ! f✓ pl /! s ° I° , 1 f ! r \ f/ \
'1 \ \ y \ A ! I B I I f / J ( i t \ rr_r".% °��r'" \
y .\ \ e o, s \ e\ \ r / d > / ' ' r r/ f 1 t I s , "'.:y'"r -" "\, ',
\ l \ \ ` \\ 1 ` P 11,
I / dP f J ( !d ff 7 td !!- r
\\ \� \.+ of \\ i // Id / ff PP ee P Pe / P t 7 r � " ✓ ✓,-"lr / \ \ \\
1 n L 0 \ �9\ L \ f J m 1 j/ d I I f r i d r'. r r / \
1\ l tS. e °t nl \ \ g\ \t \i i f Ad Pf' f" ,." Pp Ppd fl t' / Jm 'f 1' ", ff rr� ✓ \'° `
\ >'. \ Q t d P I f P d J ' 1 8 ✓ rd rI rrr
/ //
!\ t \ S 9' \ \ \\ ' \'� }\ ! 1' f F q{ r / 1 ! r' 6 JJ f , / r rr'- ✓ -� __. -.... "",.,` v� a
\i ,\ \ \8 1 ' `\ l t f F f t✓ f ) d // f' P 0 I •✓ d° .•r l'�.•
tlf. \ t \ Q i L t,� �° I! gt A! 666 f f/ ®P t✓ j rd PJ fi r'r r'°" .� °� / ,.r` "'y
\ 1 , \ y` S P }/ r f P / f ✓ d \
Iq �+ \ i ,\ \ � h \\ M1�i 1 'y \f 6 ,r d !' P f / P dr .Jt r' J''rs.'rr r ^"� - _- _ Ilb �, 1 \\ \14 4L� 1\ \y \ t'p p dl! P P' d' f 1P ) ®Jf J/7 /l m ,J _' ,__r I- �-1r r /" ..- _.w_._.-- _. ` iq1
` N \�i \ \ \ A P P 9 ff J J d r / rrs^``d., %` /II \ \`'`,. Q\
, tt % I t j
: �, N 3890885'v 'I' /� dr !r fl !' / r' ✓'.- °rrr - f �` `vv A c' \\ !\ 3\ € ✓f bf II P //P ! / , i r'- rrw'"r ✓ \y \'+\ @ \ }. eVL L, st \ d ' /t r/ pfm e // I %/ p� P, P;l r ,�-,, -r r �,r re, -,•^ rr \ \ '*11 \\ „ \ +\ ttt rr J d /f I / '`C� d f °a ?. v` \h \ \ \ \+\ \ +\ j” yr f.'0 J ( Pd //// IJ r- frrr rr /r /d, ",.' ^\ 1 \ S \1 i t4 4 dt ° ° \, °\ \\ Orr C3 r° d !f /'' Jd/ !r`/'. °rr J`°'Fa'r rd fd rfr�r '°'? `'`\ °*1' a' °\ ` a \} l� y\ \ f r rl P J ` /raPr sr rrr rrP _errr Ili \\ \\ 1 J �} \ wee, d / l'fde Jf '�/ ,'r.�,frr w° r�" L..-, r' ,/ \0 E g -11 o - wZ
\ rrr
\ \ r :
\ f
t r O'jr r , s
�w \ \ \ \ 3 G1 /'' a r a ! 8
r v vv -" w ,. -' , - dv� Q
,,dam, \\s \ \\ a' vv} _^ �" J _._.. -.., ®Z / q// I
i / � \ Z \\ tv} r ° .7 1 / ft 14W J
I'll \ r
W
> e�
S \ \rr� d"'a ✓rrr i N.
\\ r J
� 11 l °r °'r\\ \1 s\ a , r / - rr
\ dr
,,,, \ e qf * P/ -.--
" / OL ', ✓ --
r r /� r \ W \
- d.t- ` "' \`� r,,i.d:'' o r',r rr it N\\ \ \\ - (J / -°1.,i ... ®___.
^ ✓.'f \ %'' `l,r/ ,.''r �k \\ } i \\ ai\ j� � � W..__ -®°O, . . . . . . . . . . �. ✓., . �r y� / ___, ._
a r ! \\ \\ +,\ \ \ * * * • ! l--°• rf` ''r,; °rrr✓' _- - - --
\
/.
IP }
\
- rrr
v
sue'° r ��y v v v v r j /
i
'f1 �' __ -,. ..,. ,,._,_.._.., ______. _.. ..,,_ ....._'"___- ^`3' 1 1 / °- Vii- ,. i I ` ,ry `,�,�` °' °``° °� d ..__ --_V't ° �� f' ';r .v' ,r" . ✓ rr ` \e �'" r \ \ \ \ y `y \ v °' s r'�e 11 _...- ---.» L 'q,
s f
4 \
r , -
>-- �-__ / �_r_"".... ---- r a: °w I..._,_.._- .- �,.'`,., �\ ^'�°'..y°._. '.° ,w.. , : I .�q�';; �,._ ---- ,r ✓''' r r,,,!:"""`' r t '� \ \\ \ '` \T_� s°
a ° it ° .� `°.,,
V
a � rrr
L
= 4 _° \ - --____ r ,,,• r• ,r,' ,✓' . ,.s^ "' r ° t ° ° _ i '\ t f` '\ a °t \i .•�`'v; ;--° \ ` °;.' m _.n _ _ _ _ -•�; dr / r I 17
°° `\' -° - .°/ :"`,Q`,e _,_-'-_..,. -- �,,....✓' _ _ % 'G` 0 \ \ \ t•`�'4ana _ rr rr
r .- rr r°
}
s ,�
r f .,._,- „»- _- �°°°°”. \ .�_. ✓ "°' _.»°-°` d. `'., Z^'_`, .. "�...,,V ",....,,,_ .°.,..'°' ---_ /°.' r .. .,- . -^�%` _ . '! a e 3 Y r^"- s l °r
rr r ,- - ... -
_ ,-k ,"5 _""'._ -- �. ..,, y..„ A,,.. r.� r rr✓ r, �,.r `S �'s \ \ �. - ✓` d r'r / ✓'
"_i s °. `°F ^- ___ _ -, - -- „ r a r °r r r >° ' /_' I b \ �° -' r®
- ��aaca q a, .i Vie-._. s-- `°.�,.._ -.-- - _-- ....".. „.t'. ?, + \'� \ +\ \ \ rrrd _,j � , „ -
"3,:r =.,. ^,,r` ° : �a AS; --^�,° / _ _ _ ,. ---°° .rs.:.. r f,, I +:.'y \\\ \ ,t \ \ r ~ _,.. _
-(L�� - ” �a txa. =, ,.. -.. , ✓ w �. - s rrr - k - ��
d�
d�r/
_.° _ _
r
, ",-
.r''r
w r _
r'
' _
yd _
r°
i" 3 \
$ r rd
r''- " " °'r rrr ,+ / *mr y s Mi� ':, `j°' iZ+,: v \ �� '" - " -�s® r/
s - �-
,d rd fd / P i ,, ; \ l
rrr
r r
rr✓
i
a
J J' 'vim w W w w w w w W w -"�\ r/ ✓rrdd r /rte /r T --°_'d �� \1 \� \ `\ +,\ ^\ a §°� °a -, - ti.", '"r°,_ °�_ ..,,>• "'r-'^ ,. i' ^r~ p _/
, .," _.,.... ,.,� ✓ // ° w W W W W w W W ,. "' ",// // fr /- ° I e \ ,, 1\,+ \, \ \. .\ av _ _ e Y,..w' = °'_..„ �„p "`.- ° /-r
/r /' r� �,/ ,/ W _..._....,�._.....- d,f ,•r ,� r pd ✓r,.� ' .. i\ `\° `\, y° \ ti* _ - __._ , wg±""' .."'"' -" �,✓
/' s/ rf /' % JJ ,arrw W w W - _ - _ - _ - _ - - _ - w ,t, �"'� "'`' f r '"'' ''r P/ . !' % tr''"��... _` - f yv % 'j�. „_ -A ° ° {?` ice"_.,,,.____ __ - _ = _..._ r „ - %- v
- _- _ _
_ "._ ,_ ._ J / / ✓ / , w HIGH w W ' - - - - - - \ W W W «w._ - rd m J ti" r a = -
rr
_ _ � -_a. _�- r / f° -° O PRO ✓' d ✓' /r/ p ' ✓' "rr m / \ yy}\ ` ,, \ - _ -_ -- - ~ ___
.,, .,, rr 53 ,y ,., ,W ., ., ` r / , ,-,. - - - - - - - - - `t' •t• 't - - - - - ` W w HIGH W W W ......,. `it_, -,_ - P d! r f i d / - 1 ro ! Z! `�� "' "'Z'\
r
r
�. J / � / °„ MARSH W � � � _-,- ..,� ._.� :�...� , y __ �”- ---- =-- ' - - ° � JJ t � \ � \ �; '* =° _ --° ..
> d / J „ d'� - - -
jj ?� �+ r f
w n f / ' "`a,. w4,. P P✓6 ✓ �„_ .....m,.° .:,°,..... �� „ .my J�D / j JJ �r ®/ r J! /d J �kd 6 r"` \ f9 \ ~r-°'_ _-_-- -"`^
_ // rJ J / / ✓ q_ - - _ - - - w W - _ - - - _ - _ , ,MARSH °" - , w w w � u ... � __ AB I i d / m J / d' `v �� � ,
W
\ w
_ ,
/' l/' / ®/ ®/' �: W - - _ - J W w t - _ - ` °^._ - �w w W / _ WHIG @H DEEP POOL _ : ° IL /f / /r f` I # y r a\ \ \ _« __
J P F f/ P , a• 4,"_,. S r' w W W W / = ? Ji W IVIAR.JrI J, w w ', ,.,.«.....,,y - "d t d f ,,,� J ! S f T -A \ iy�, f � -'`'i ,�i ",,.. �° °°°'° _ - --'_
- - - - - -
- ' - - �' - - - W v- _ S
a
b
,m l J f 1I // d' '"�.. �:: :�_.,ef _ _ w W W W { _ _�Y HIGH d _ -Nr w W W W�- t - W W W W w �W J' p r / J/ I! 1j 'f _,! \\ \\ \il 7 l '`\ ,_
r 8 � SS rr �
r.
r ✓ r
I t h _\ W HIGH WMARSH w I - r W W HIGH w - _ _ - - _ W W ---- _ r > ! / ; 3 \ : \ ; •\ 1' ll a ' _ - - - --------- _ --
v
s /r > r
} d h qW W WMARSH W W _ W w W W - W W - - _ W w wir s ' rr /' P Prrr f Pr a\ \� \� Poa ___ ____
�.. "_
✓ , „ ✓ f .'_'"-- -Nd-"" �,°"" \ , '* �c ' \° �. ' - - >d% s - y r - - - >✓' / ✓ d r ° t R msµ_ - -_
7 .,... ..., E- \ \\ \ Q - - - - - w W✓ - - _ - _ - _ - w / .,..,y 'S-.,rW ! t \ = 1 1 \4 \\ ,r ,. w� ` °_
I ' -f_°" _-- ..,'_._-- ""°__li°"."'_._^- I I 'tik J}✓` f i L •'1 l !, / \ _ - _ - _ - _ _ 'y W W..' _ _ - _ _ -LQW _ W W `V W W W 3 _ °`s V, °_ - f P ° h I J'' J f d prr r , r✓'� " _ \ \ } ✓�.' eZ ., / 1 5 -•„, "`^,.,.,,. ✓° "'� 11 ___
n g �q
s @ i \ \ `\ \ 47 k, 4 - - - - - - - - - - MARSFF - - - - W # _ _LOW - - - t / �� /J d s _ \ \ \ \ 1 Q � -- -- ..._ _
t ` @ § # `y \a \ \. F i` - - - - - - - - - - - _ _ - _ - _ y _`a.: / _ - - - _ - _ - t / -`° °�, t V rr sJ ® �"„J e r.. '\ \ \ a \ a '\i t j
�_.__ _. , I F,o\ - - - - - - - - - - - - _ MARSH_ - / - J �; m % ;\ \ __ ,-
a
p
-° o -- - - -
- _ -_
s.... \ \ --_$.°_.,...-_---._...,,-.-_ -\'-_...._.__._,.,.- .._,.,...._ _,««...,,.,.- ."..°'.a_ "+q�'— \ `..�.," A \ \ a y� "/' -« _ _ - _ _ Po_ _ _ _ _ _ _ _ w E ` __ 1 p /ry�6q' / ' '"r,/ p % '`e s\ \} \n \\ „\ P v \\ a \ ar °- ___.._. -_ �
\...". \ \ i ". \ 7 �` '! \ '' \ ";�, p \� 9 ,:j, \` _ _ _ _ _ _ _ _ _ _ _ \ 6 / ✓ ' ,%r`,d °✓ ✓ / A l° \ \ i \ 1 \ \e \ t 'a..:,, 3 \ �\ 1
- v O e v O. B, W w w w w w_ . w w - - - - rr m e ♦ v v ,r
_ v. y _
- - - - _- �a
„ I _ - i
v� _
I r /
R0 P P _ _ _
RA __
.. of � - ,� ��t
°...� ,„ _ -• 'may `".-g iROP.'L7'V,INs2. \\ \ ". F '"I S\ w W W °,.'� - ... -°..- ............. -_._ `�' W - _ - w w I J - ° ",,. -f P p �,°✓' 'rrr r✓ / - l i \ 1' \. /d
� -
'- w ..4 " -_ °, _ ``�, I/ a, \ \ ''�.. w �- ` w W W r f e I I P
- RETAINING WALL `` `\ °\ \ \\ \ '\ - - _ - - J J " ° -- ! " °° ,3 \\ \ i \ , \\
-�, \ \ ..� "'hwl j \ \ �r' -"'-"' �"°w.,e ,`« y w - w W ,i IP _ '' �r ✓ \ i /
WITH HANDRAIL - // ��
\ �"jj6 9 / / r \ l \
'\ \ W d'J- W W J \\
h
dt -1 11 \1 P �
/ r
\ S
MAC H Q§
\ « ry
v
\\ \ 4 `ak. ``.j��� �' ...'° I - +.. �\y� Cj\ ^w' a W w / d/ / r�/ f P f /r % f ' " J✓ \ \ \ i y / lam. �\ A4 °a \ ;` \`,�"j(3(~q,y "- ... '"
�" -^-..~ 4` + -�`° ,\ �\ \I a \. va * \\ \ � +,w 1�'rl1VE.1J �`�,, "*k.'_, _�'__•�___Jr ` ✓' d / / ✓ ''n n\ \ \ ! \ \\ �\ \� � °O 'wa "._ •-
\\ -✓ d 1 / J ,I/ / rrr `9 \ ` '-
> A ,
'tea ` \ \i � d / \ Z\ \ ! �` U}
d r r J r✓ Z, r, Jy
\} d�
f f( \ 4
4. tom!
t _
r`
\
I
\
P
J \v
4
P
/ / �'
4
i ° - r ✓ 1 m
\1 M10 r/ J 9 4 \ \e r
t m
SS '-
7
m P
A P ° � ✓
rs %f a
D `°"' -°-__ mss/ hq
1 r o° { \
\ \
r
l _ /
r / °"S
- Z
I ,r°
r O \
J e J )'\ /
-
/1
'b\ s t e
/
r \4
t m \
y d — d IP w'�
P s "e /„
d \\ �f
~.7t../ \\ \ f
d
f / / 1 t
1
,1 / r
1
a
m "sue -
`'^,. '^'\ \ aE � d mf pJ JP td r° s' f' ;, � �r';/,F"r` �'."_ ,.);are}} ...'°y- °a, y, � ,e� / r'" ® P/mPPr '°°'� / s .✓ J aS \ \\ ♦\ \\ a �.. f ..� °R�. ~i .v._...., ... _- J
d.\ \ \ 4 A / 1 d d / J /P lm P ✓ - rd' r:1 ( °^• r✓ ed 'md J /r r/ Y --,-°" : `:, \ \ `' d °q`.,.,,\ -w8/., r
/ r r
i ,r f rf / I/ ° r' J , r /' ✓' tl,°"r /r r° _r - "_ -° i,_ ., .+., �\ °a` °_-___ ..^' / ✓o /fI ".d P /' r -. -. -_ / �_r°'"' - P i \.,' t _°°y_ °',, f d f
® t ✓ p t / / p .�.� `E. ,z \.\ _ ''�°.._ F ✓ r f P R' _._ -- r"° O ( q P '\ \`'\ !
/ f ! I / _ _ _ .,.uw+ \,:: R gyp/ r/ ,+ t I O a 4 a _ 7
t t If / f /� // /' / - = S�, - m ✓"'.- l d. f / .°,° i 1 p "f/' .-"`` _ - P
r ✓ r n
r
_"-� _ «� .mom w
r d d / / \r' „''r "" PROP.RIP RAP---- _ r' /j° I ✓ d eP -'
._,.. -- ✓ r r J ,, d J ` r / 1 ,. r �"�._ ° -- °-^' �„+, .. " %`v h: `"� .,. ✓ ✓/ f d d f \ 1 .. ._
✓ J I f p p ® °.e. . -kr _--s m�'p0." \'. „^M _ -. ''rrr"r ! ' r rr J 'Z /'4`.. "`. "..
�- / ,J' °a
C l
r/ _
_ \, ✓
°..- .. m d s `` t d t p / s ✓ /` f r .__.m, ,, -1 :,. r.^r „- ,, ii .__ 5'.d ” ",„, ti- dd Jr r 6' _ - w,,. -"-- d `°°'\ .'
d
d
",. r .�° :� ,.i- .:^".. ,„ o..w� :�., c;., "": '.,.,,. "^°,,,.. -,.� .__. _._ -_.°- / J /d ,m'{/ r d d rr ✓ ' ° "°._°*1 f
// rr r/ / / / 1 / ` +"j' Jf A d - �_r r "_, w"._ I / / J l 9 p r"".° �9. « -�L,t
r d
r'' / r r ° P / // / c e / J / r r" r r„r ' :. �" ,. .� ,. e °"`.' _- _ _ _ d / _ _ - / \�'`\ /j ��7e,`° ---.,
r" r m P J / _ -, ,,✓ ''\. > V,.. `"�.y., °- _-_ -_ --_' s / r t / / �,+ ''° / p "O„ J ,., _
r : r ./' rrr, \, , '...��.. `., „ p 1 r o / P'_- r / a h sh
,. `°r r-F /'' fr rrr st / 1 / J f 4 f sfi" °.r'r r .,~ ._.' =`au ... :? : +.. �\ \_° _a._ .-. ____ P I \ 9' _ 11 „ry _ r
J / / / .;3` "r _ aec. .3:..., - - - -- C t. / P rr _ -_ d l r r'°'J_ ..,. �ym^ -..
a s' r r r i ✓ d / „ ; ;; -. %.,, °rr 'F ,.t.. .. ^awea,- / frd ,✓/ s a..,y \ O' °'m,_.«
/ / , / sue' _ °4'•',. _. -_ J p f j /'" \
s / / r ._
J °' r r”` r r / r® ' A ,. '" °" .°'"' ,-' x° :i _,+-m ':_:✓: - °r" 3 .� ''sup..__ - ®- .,._ «._. d P p �,,, S �°..,. 11 Y _ « g` °
° re r
/
/j w
d' r P 6 P /
�rr
>~ d
d /f
s
J / f p , / / _ _ O ...lu, L"S?z..�i ? - ____\ ___- _" -___.' d i 8 F / _/ r!° s% ' `y�\,h„ f h t /f °_
/r a 6 r d s N .--- - @ "*R,. .,?i. _ `^.p - p , I - r s // - - P `we. w t r., p1 '.',.
y/ ® / a;'` /t ,J ,! t /'' �.� u- _ ____- __ `cit , ^�."„_' ! 1 f B ! // -° r r ✓r r✓ �y ry
!! r J ✓ d r / - / d � r _ -- _.,' .„ " '. e - / t f f `'d m f / e t ,*`ye / '`�e. _
''rr / ✓/ rr/ ; , I / > s / __ -../' p„z1... °N ,_"M,: ~'°-- - ._,..__ I P P 7 e lJd"�~ /° r' g%f O. 'r
,. r u ;rr
r
r ^
r / / f J/ f I , z:. -: -- / rm ^ . ,`a^, `° :, ---- - ,..,.� ®/ J I 1' A I O, 1 .. -
r r / f / s A ✓m / '' - -, ;s r r // ', f, d'" , y.y :..\,.: ' m 6 f d I r r r r �f' P.,� `. \ w h '\,,� «
s d r e/
fr tt d td f/ ®/ /J I' t! / ?'"",. s/ r/ �_ .'y,r ,.''sdJ _ -`_'- _ ° ~~ _'° � . �...,° mm,.,, i ' t F /` - °° /' rr rdr ... -_ \ , \ °y \ \,, .b gt `' ",,�
J t d /' P / J d / d d1 // _ s ! -- �- -... .- -- - y'Z �- +ate"'. Y`^.o\ d' d 1 d' 1 d _°..``' ✓rr r� mr ,^ -- -..(fi l °w ..+O,ry y� t
7 +P°" yd" f 1Y
/ !✓ / d e f f _ ✓'"rr `ti v, "-�� "_ e �, ___..°..- .__.... / i1 I P !",,. -'° / "`1 m-" - ,_ 4., l 0 :' i
r a
r d / J / r° .rr ,r °' .ya gj , 0 t /r' rr ✓ d\ ,.. ,- _,.� d` °_.,.___ ? "___
/A / P A J t f / ✓ t B `,ss`� "�~ „� q - ``�` ti= « , / r ✓ / i ! I P f ✓ / / J✓ rdr �' J f "°. 'wh O s✓'",.. "t.
I r r r r r _-,_ __ _,...,.. _.
dr s d J / frd / p / 1 ! ! A ,^�J ° '' z . r.., ,rrr"rr ........ - °"- -_._ - - -_ - - j - .°, - _ ` r /r r 6 f t .%''" / J Jr ✓J — ( a "°.'� d+ J
O 4
d 6 4 _ J/
I
1 9 P l f ! f I Fa. ^'. / of - r. r� y _ °'o-' °_,-.- __°- / ! f P I I rrr f t , / / /r ^. ✓ �^`
r
d'" r / / r «
r r ' ✓ f ;E — rrrr W N 3890568 " -- --_ - -- _ - « r ; / - / B e p' /`�
r rm J d/ d P , °`\'' _ °. ,^' a.__.,_..- ,-- -".... _._-° -_ - °_ r,9�.1. ;.'' -- a ~°,, P _/ `°,.,°
rr / P / / J f I ! t r `2' ..'. f .. _.__ r / ✓ / P' d ,_ � �' ' ".
/ f / ,, / I p f / r "- ' , , '-- ° ,- _ _„ _,- ,.. -_-- -- h - °' r/ r / / J d g d / I t P "Va t "°ax..
- Y ~'~ r r`
✓° r rr ---� �' _ rP�Y6P, REFORESTATIO[IAREA ✓ r J I / �u N 3890565 v v
fy ' d i �- ,. -- __ --- - .-k .,.., 1 ` „\ —,. °.°°°” r / ✓r /'' /d rr S' d ( r t r
' r r J / t' J' /y r. - -- .- - -~ _._...__ W GYSTREA DIFFER IGATION PLAN P I \
a / / I / // d \� ' " t-"_ -'° _ - ~ _ _ - __ _ _ - _ / r (EE P M r' ri J I Jf ` ; ;/i< -_
f /r / d d / r 6 f k i _ �� _ ..., ' ,.,..__.,_._. - -._ p F/ l' J d I 1 i f ('� \ 4, .� ,'.,� °s*., ""., "�
✓ _ °"" - ° - s r / WP02014- 00034YfOR PLASI^Iy11NG DETAIL�`i� " f - \
/ /r d p t / A t h/ yi.__. _ _ P -„°- °``m __....._ _ - -_ ,,. - r rd ✓r s / r® 9 d P l ' S - __"' v \ \\ h`h* f 11 / d r
srd , / P / P f I,/,•'r: y,p-- fp79� --" .ppp� pry° °`� �� ....._ t
___ rf d d f \ _ __ �� - C.t L3Vlt,_ b__ r..- _ - ._,... ,..�y, r , / 6 / / s s J j t _.-____'.- -_° \ \ \ I `^ d \,_ ----[,I
d r s p`/ /ii^, .� -- PS / jd� t d / / / a ! t I \ ^'?.� \a�4,.'• `�aO, a
-"f s/ rJ to /I P Id d �,✓�;,'' `_'-._. -/% f° _ .$e^FY (lU1i"IPC" ""` _ _ -"' ____ -_ --« \ \.`: d / l r/ ,' A},(,}t'/ r f jr Pt I"1-1 `+`\ \ `:h,. \\ \may O r 4
�,/" f f / / I %, '� _ _ "aa."'r ".-- __ - _._....._.. ,_._„_, `8 ^%'t $' //`/ /( d / \ /' f f t 7f3. y\ \ a;.,,, , p
° / \ '
P / d ! ,!, ,yp7 ppp �yg) .- _ _ y `~ ~ _`'i t 9 ! jp( `\ *., S 7 ^+,. .'^",
.,. rrr i s / f / d i 3,; ,✓ "__"'" - ^__.__ d/fP - ._ F:bLud ,.IT V��"y _ -... -_ i '_..._~�. _- ,l is ti }list ifSS -t r d ! /d J' fJr f 6 1 \ w' -'__. \\ "^�... v \v\ �"€ °`�•`• i
d a / _ _
I r _ ,. _ _.
I -- „
r ..�"" /r / / t \ / - -k ,� - �!j _._ ,. .._... .'-° Y� r°-` - u_._., __.- _.___._ - Sa�< III �`t�° d ,% I r d/ e i ____..___ _____ -'_- \'" '. t
1 qy4 p�'o�'
rrr / // / d flt k`J'' �..'' -_ J -- . -°--gN = ...,�89- P...JL _. -° _ ~__ °_..r _ , ____- _____--- -_ -._ �"'° Z °� \.: `'. lI i / " Jr P ® i ' \\\ v\ \ f °v ,4'°.e it
e -
rr /J dr / f ` ! J%�'�,..�•."C\ / ,/�� -`ice /g,c.p7' y7,g �+°9 -" ,,..,, - - °_.. - -° _,,...°..- °°'� ___ °"" °____.'-'__._-. r�._` ',,..; \ �� ,° P' d '' _- _ - _ °_.- '.______."__ `",.,\ \ w\ ^ +, i
r / f ,4' _- _.,.,.._ � } _ -IPVY EJ - ....fiTF,CJ_ _.,. k J ._ N SS e \ °♦ t \ 1
r - 3 _ 1 _ _,. ,,,
_-„°" rr / / t ; ,';- ^: ,` ,"----- - - - - -- �.. i °�' �, .. _ .,.-"'° " ---."" _ - _„ -__'- \, '`�,�
'__ J t d ,'-"' v 0 _'�__'"_ ..-^"' _-- _-"_____._.- -'____."° _,..Atj} A \. �,`a�'" A��: /' / 1. i.,, �. �__- _ ve va `vim vy v�, '^° 8
... j( - - _
1 t - -_ , -_____ `i
_� �_
__
d�
_ 4
ti .
t \ c - r —� j y, , g - PS \ \
ay
�I
I
+.�`� O,_
°
g ,., -°,- _. ✓'- _,.°,.. -.'" _,.r �-"' ", ,,, ,.. .,- ✓'° ... ,_ _ °_ _._ t,0., .... "`'"`e.,. !
-_ s
40.
_ _ ..... _ _ `S'1
\
r- r -
__
_ S _�
_
«
f
r
iii -' `-
- - - -- - - -_- - rte" - -- _ - - t- _ --__ - -- xN \ '� \"
_ ___ -.
_ _ _ _ --
c -' _
° -
- - - _
_ -___ _,__ I 1, _ t�
__
r w q « -
F_ °,,..__.,.
1 _. _
M^ \.
_. _ �_�._ tea- «
_ _ _ _
-- _
�__ _ _ r �:_- - ��_ - -_.__
11
-- - n - -' , - - - y� _ �_� _ _.._ ��
-« - __ -- - -- - -- r - - «_
\ \ w °�
- _.W _- - -- _ ---- -- _ -w- _ -- __-- - ". -- _
_"
_ _ - °_ -- - - _ - _ a _
__- - - - -
_.__ -__ - __ -__- __ _ « -___ - - - -__ - -__ —
_ _ -_._ - - __ _ - - _- — -- — - - - - -- - _ . - -
-- __ - -° _ _- - - _ . _
-- -, r- - - - - - - -
t ,
-_ -
-___ -- ✓, _. _ w _ ___ - -_____ _ - ___- _______ __ _-
-- - - __ _... - -- - _ -- - - _ - _
a - _- - _w _ ___ _« __ ____ _________ - ______ -
- -__
___ ________- ______
-- — __ _
-. - - -_ .... -_.. _ - e ..
_ _
- -- --
N -�
- _ -____ e - - _ ___ _� _ -_ _ ___ __ _ _____ _._.___ ---- % --
__._ _ _ __
_ -_
_,
-- _ _ v — -- _ _._ _ _ --- ��_�� __ -,-- 05;---------------
- -_ _ - _ -
_
_ _
_,_____._ _- -- -_ _ - _---- - -__ «, « __ _________ «_______________ ___-_-_.____- ___ °_.__._____- ______-_- - -__-- ______________ ______- __-- ___-- ___- _- ____..___ _- _._- ______ -____ -
___ A __ _
_ - — - - _- - -__ w* __ ) l
�,- -, : °.... - 0'. - ----- --- I --- _- __- - -____ / «_ __ °_-- --_..m '< _...,- ..,,.- ___ °___..,,... _.___« ` -- ' -_._ - ° -. ----_. ----- ___- '-°'°'-- "- -'°'__ "' - -" -- _____ _— ° -"°""` _____ n,...._. -,-_- _.__.__ 11
___ , - - _ _- - --__ _ _ - ,._- - - -- -- _- - - - - - - - - - - -- __ - - r._ -- -- - _
° µ -°' - ✓
_ -
__ _ ._ - _ _ r _ _ _
/:___ __ ________._____
_ __ _
r
-_
- __
__- r _ s °
__ ___ ___ _ __ ___ __ _____ __ ____ _
- -
�� r
_- . �- r r
_ _ _ _ - - - - -__ - __ - -_ -__ - _ -___- __ _ _- ° -___ -_ - _____. ____ _ _ -__ -.- -
r �_
- ___-°- __ ___-, . - - _ °. _ ✓ - _ _ -- -__ _ _.___.__,___ ___ -__ __- ____.__________.____ -___ _____ . ___ -___ -- _...__ _._ - _ - _ - _ _ ____._ __________
r - -
r r r __
- -_ __° - =
- _ __
- --- --
-- -- __ __ --------------- - -- - -- - -- _ - _ _ - - - - - -- _ « - « - -- __
_-- - -' - -- - -- - -- - — — ____ - - - - - -- - - --
_ _ _ _ _ -_ ___ _ ___.___.____ - __ ____ _ - -_ « - __- ___ -___ -_- _ _ _ _
- r r
__
_ �_
_zl
�fi - -.- - __ -_ _ _ - _ - - - - '
;�- __7°_'°°- -- ,-_,.. �_._..--�._ -,"_- ____-- --°_'_ - % i \4 '^ �'` °r_ °`- -- -_._..._ ry_ - __- ._- ....-- . - - -__- ._- .- ,__°_- ..... -- `� _4 ---_ ..° -_ -."" Y' \..
"
- -
__ - °___ - - -. _____ _ -- _____
- r r
_ - " y
-- v v -_ - - - - -- -- --
r ` " "- q - _
_"
m
NOTES: VIRGINIA 1CTN IFO]E M CODING SYSTEM 30 15 7.5 0 30
1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. FOR EROSION AND SEDIMENT CONTROL PRACTICES
1 "= 30'
GENERAL NOTE:
T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC°
ARK 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
FU .ONEOR AN WITH LOCAL REGULATIONS AND CODES.
TITLE I ]ELI' I SYM]BOI,
3.02
TEMPORARY STONE CE CE
CONSTRUCTION ENTRANCE
SSF
3,05
SILT FENCE (WIRE SUPPORTED) SSF 1-1 _Xx_
REFORESTATION AREA 3.07 STORM DRAIN INLET PROTECTION IP
3.32
PERMANENT SEEDING IS PS
STREAM TEMPORARY CROSSING VEHICULAR
3.24 STR',EAM CROSSING S� ,
z
w�
►� W
�W
z
O 0
pow z
REVISIONS
REV
J
COMMENT
BY
1
4/29115
PER COUNTY COMMENTS
DRH
2
>0m
SIGNATURE SUBMISSION
DRH
> "Ed
a
W
0,
z U z J
1
S.i
uJ oza,aLA
d J
k
0 7
m,.iiLid
3
♦����♦
a
F� (`I
,,i,' ,g
O
LL
e
0 �
O LL
< , a
�E
P6,
If
z
F
cp�
}
U w
O �aJ
p�
W
!�
b�
Q z O ,- j
pB
m }o Orr,
z W
�mzQz
I_
s
Im
OJO =w
cnQ�00
H
* * * **
-
rn
o
Ej
�
�e
Z
�
g>y
w1
� w
U
�
� 0 -
t
ci
I-
W
� 4A
I
g
� � �
cc
�
F� K �
QZ
i�
is
P.
�
�
y
9§
a
u
1
L�
z
REVISIONS
REV
DATE
COMMENT
BY
1
4/29115
PER COUNTY COMMENTS
DRH
2
5/18/15
SIGNATURE SUBMISSION
DRH
THE FOLLOWING S U
I STATES REQUIRE NOTIFICATION BY
EXCAVATORS S DESIGNS ANY PERSON G
R OR ON PREPARIN TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
(IN VIRGINIA, MARYLAND, AND DELAWARE 81 1)
(WV 1- 800 -245 -4848) (PA 1- 800 -242 -1776)
(VA 1-800-552-7001) (MID 1-800-267-7777) (DE 1- 800 -282 -8555)
APPROVED FOR
OR
CONSTRUCTION
PROJECT No.: V122001
DRAWN BY: JPT /RTY
CHECKED BY: DRH
DATE: 2/27/15
SCALE: 111=30'
CAD I. D.: SS1 Of
PROJECT:
WPO PLAN
1 -64 TREATMENT
FACILITY
FOR
5TH STREET
STATION
LOCATION OF SITE
NORTH OF 1 -64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
IS RIA L
ALBEMA O
RLE COUNTY, VA
BOHLER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
LT
V
DANIEL R. HINES
oa Lic. No. 043176
'p�i� 5 \18 \15 ��
SHEET TITLE:
EROSION AND
SEDIMENT
CONTROL PLAN
SHEET NUMBER:
7
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. TEM PO RARY S O I L STAB I L I ZATION S HA LL BE AP PLI ED
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 OTHERWISE STABILIZED.
PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS
UNIFORM, MATURE EN O UGH TO SURVIVE AND W I LL 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 OF 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 WITHIN 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 I 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 OPERATIONAL,
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 MINIMIZE
ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST 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 THE
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 FLOWING
STREAMS OR OFFSITE PROPERTY.
d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE 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 THOROUGHLY
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 CONSTRUCTION, 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 FURTHER
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 FLOW RATE 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.
NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND It,
� Fll I .ONFOR rJ . WITH 0 F ATIONS AND CODES.
(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.
L 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 PROPOSED CONSTRUCTED WETLANDS AREA RUNNING ALONG THE SMALL TRIBUTARY FEEDING
INTO MOORE'S CREEK WHICH SPLITS THE MAIN DEVELOPMENT AREA WITH THE LANDFILL PARCEL. THE TOTAL AREA
OF THE SITE IS 86.90 ACRES, WITH THE AREA OF FOCUS BEING APPROXIMATELY 1.40 ACRES. THE PURPOSE OF THIS
PLAN IS TO CONSTRUCT A WATER QUALITY TREATMENT FACILITY IN ORDER TO TREAT AN OFFSITE AREA
EQUIVALENT TO 20% OF OUR DEVELOPMENT AREA, AS PER PROFFER. A CONSTRUCTED WETLAND WAS CHOSEN TO
MEET THE PROFFERED CONDITION. THE PROJECT IS TO BE COORDINATED WITH THE ADJACENT ONSITE
CONSTRUCTION (APPROVED WITH THE FINAL SITE PLAN FOR 5TH ST. STATION - WEGMANS, FINAL SITE PLAN FOR 5TH
ST. STATION - PHASE II, WATER PROTECTION ORDINANCE PLAN - E &S PHASE 2 AND SWM /BMP DESIGN FOR 5TH
STREET STATION, AND ROAD IMPROVEMENT PLAN - BENT CREEK PARKWAY). CONSTRUCTION IS ANTICIPATED TO
TAKE ONE (1) YEAR. APPROXIMATELY 1.40 ACRES ARE PROPOSED TO BE DISTURBED WITH THIS PLAN,
IL 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 I% 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.
A. 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.
4. TEMPORARY VEHICULAR STREAM CROSSING - 3.24
A TEMPORARY STRUCTURAL SPAN INSTALLED ACROSS A FLOWING WATERCOURSE FOR USE BY CONSTRUCTION
TRAFFIC. STRUCTURES MAY INCLUDE BRIDGES, ROUND PIPES, PIPE ARCHES, OR OVAL PIPES.
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.
SEQUENCE O
VIII. SE F CONSTRUCTION:
RU ON: I
CONSTRUCTED WETLAND AREA - IMPORTANT: CONTRACTOR TO COMPLETE ALL EROSION AND SEDIMENT CONTROL
STEPS IDENTIFIED IN THIS PLAN AND IN PHASE IA, 1 B, 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 CONSTRUCTED
WETLAND AREA.
1. INSTALL SUPER SILT FENCE AND ALL PERIMETER CONTROLS.
2. INSTALL TEMPORARY STREAM CROSSING TO ALLOW WORK ON THE OTHER SIDE OF THE TRIBUTARY.
3. INSTALL INLET PROTECTION.
4. 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.
5. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
6. 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.
A. 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 THIS PLAN 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 NOTES
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
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 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.
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 APPROVED 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.
12.13ORROW 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.
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 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 APPLIED AT 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 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. 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
EROSICN 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.)
al
W
W W
z
0
�z
w
HSG
RATING
ERODIBILITY
NO.
SOILS
NAME
SLOPE
21B
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 -45%
N/A
A. 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.
4. TEMPORARY VEHICULAR STREAM CROSSING - 3.24
A TEMPORARY STRUCTURAL SPAN INSTALLED ACROSS A FLOWING WATERCOURSE FOR USE BY CONSTRUCTION
TRAFFIC. STRUCTURES MAY INCLUDE BRIDGES, ROUND PIPES, PIPE ARCHES, OR OVAL PIPES.
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.
SEQUENCE O
VIII. SE F CONSTRUCTION:
RU ON: I
CONSTRUCTED WETLAND AREA - IMPORTANT: CONTRACTOR TO COMPLETE ALL EROSION AND SEDIMENT CONTROL
STEPS IDENTIFIED IN THIS PLAN AND IN PHASE IA, 1 B, 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 CONSTRUCTED
WETLAND AREA.
1. INSTALL SUPER SILT FENCE AND ALL PERIMETER CONTROLS.
2. INSTALL TEMPORARY STREAM CROSSING TO ALLOW WORK ON THE OTHER SIDE OF THE TRIBUTARY.
3. INSTALL INLET PROTECTION.
4. 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.
5. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.
6. 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.
A. 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 THIS PLAN 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 NOTES
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
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 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.
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 APPROVED 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.
12.13ORROW 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.
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 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 APPLIED AT 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 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. 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
EROSICN 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.)
al
W
W W
z
0
�z
w
REVISIONS
J
U-
DATE
aa<
BY
° >zLu
4/29/15
=
DRH
_00a-
(D
�zz °w
5/18/15
LLj O - wg°
DRH
0 0 w �
moU)�0n
O 4
G
v
g re
o
2
}
X
(D z >
Q
O 2i D_-,
Oz OZ;
m }z OD!
I- QO Jf-
:DmzQz
O _j O =w
U) gD%UU
♦400♦
REVISIONS
REV
DATE
9
BY
1
4/29/15
PER COUNTY COMMENTS
DRH
2
5/18/15
ed2
DRH
s. F�
G
b
�
b
>
u
W
REVISIONS
REV
DATE
COMMENT
BY
1
4/29/15
PER COUNTY COMMENTS
DRH
2
5/18/15
SIGNATURE SUBMISSION
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 1-800-257-7T77) (DE 1- 800 -282 -8555)
APPROVED FOR
CONSTRUCTION
PROJECT No.: V122001
DRAWN BY: JPT /RTY
CHECKED BY: DRH
DATE: 2/27/15
SCALE: N/A
N. CAD 1. D.: SD1
PROJECT:
�Y
�1' PO PLAN °
1-64 TIREATMENT
FACILITY
FOR
5TH STREET
STATION
LOCATION OF SITE
NORTH OF 1 -64 BETWEEN
5TH STREET AND
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
r
BOHLER
E N G IN E E R1 N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349 -4500
Fax: (540) 349 -0321
www.BohlerEngineering.com
Tj
V DANIEL R. HINES
.p Lic. No. 043176
0 5 \18 \15 4Avl
'SHEET TITLE:
EROSION AND
SEDIMENT
CONTROL
NAR1LX JL I VE
SHEET NUMBER:
DUAL WALL FABRICATED TEES
CONSTRUCTION OF A SILT FENCE PLATE, CONSTRUCTION OF A SILT FENCE 3 5TE2 TYPICAL ORIENTATION OF 3 36TE, TYPICAL TREATMENT - 1 3.36T 2 w0-_
1' -30" I IAt T 1 (WITH WIRE SUPPORT) (WITHOUT WIRE SUPPORT) TREATMENT - 1 (SOIL STABILIZATION BLANKET � oaz<Q
) p > O p d
J a
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 p J w a o
PART PIPE SIZE A JOINT' TRENCH UPSLOPE ALONG THE LINE UPSLOPE ALONG THE LINE OF M..l � - o o w a o= �e
OF POSTS. STAKES. � O � � ::::::
0450AN ITT 1 _ 91p1 i11 s'ugx. SHALLOW w
F _ _ _
SLOPE ANCHOR SLOT NOTES
` 1 1 t °, r m,-in, ' 1 /�� / �- / PER SO. YD OF MATERIAL RO�L.D w a w
* �.� " �- / I -� /�^ I I ON SHALLOW SLOPES, STRIPS OF W p
L3I lei + i
//''��'' / 4 � l�f' /"� I '� ANCHOR SLOTS, JUNCTION SLOTS & 8
081 AN � NE77TNG PR07£C7TVE COVERINGS � p 8
'�i� IIII MAY B£ APPLIED ACROSS THE CHECK SLOTS TO BE BURIED 6° TO 12 ' . C
SLOPE. 12° MAX. 4:1 OR FLATTER 94 o a 6 s
8in 21.51n 10.6 in �/` I ��II ZI1 ��II ��. _ .. pzYZ>
1 5 .AN / �' /�� ) FLOW 6" MAX STEEPER THAN 4:1 _I
° _ .�/ / '� '" ✓UNC710N SLOT
z
r f268
EDGE AND END JOINTS I I I III I a z¢ z
G �✓ _ �G-� I_ BERM CHECK SLOT TO BE SNUGLY ABUTTED I ¢ c=i $
1 in 25.0 in 12.5 in / /// /�
106 AN . _ % / ^/ 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 4 WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, TERMINAL fOID (JUTE MESH WILL HAVE I ~ �� • N
TO STAKES AND EXTEND THE EXCAVATED SOIL BRING THE MATERIAL OVER THE BERM AND ANCHOR IT STAPLED LAP JOINT IN a
FLOW II �,�� II u•
12 11.1 0 in 15A in I�I II� IT INTO THE TRENCH. BEHIND THE BERM. LAP JOINT 2" MIN. LIEU OF EDGE JOINT) V
12 4AN � 4 TAMP FIRMLY (JUTE MESH ONLY) �
I � w
1 w ANCHOR SLOT 5' MAX. 4:1 OR FLATTER I I
STEEP
12 lf1 1 .1 I11 10,6 ill 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE � ` " 3' MAX. STEEPER THAN 4:1
1 264 N858 ST FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. j SLOPE 2
Yi {Tye €" i MfTlr
a �,7.
I ill
r •
- -` r, � ' 6° TO 12° I III I I I ^? � �
*. ON STEEP SLOPES, APPLY
1 . in 1 111 10 111 E' L A -� / I I - ; : y.., n I I PROTECTIVE COVERING PARALLEL I I I 6
1 6 N B „ II ' , I I ' TO THE DIRECTION OF FLOW -
�/
xs i iaTTi :1.b m�`'., - AND ANCHOR SECURELY I W
6 5 n 8 in Ifl �. � ''';:.:,•, r- PLOW - �
IN
AN -®
1 i 1 � + I, I I I I I
? d 1 t 0-f; `9 a mate ` � FTiFi 1 TO 2 U
I k
I i'
I!, � � C t I I �
„;;,,.. - MP FTRML SLOT
T ,.
I
�_ P �� III "
1555N856 ST !
2° TA Y CHECK I I I III I ® C
151n 28.8 In 11. In ��II �/'� ��� SHEET FLOW INSTALLATION 'F q
VIE )
t.,: i' =��1�'a "�lrr ,. €':�fir;t � /' � � I PERSPECTIVE W �° r VAR. VAR. � � �
15 n 28 -5 n 11.7 in
I G� I- G'�/ $" :. , ... 6° TO 12 6" TO 8" MIN.
PLAN VIEW STAPLING
156-S NG5B WT Y FLOW I �- PLOw BRING MATER /AL DOWN TO A LEVEL AREA BEFORE DIAGRAM a w
_ ::.:..
�.,vMITI' UNDER STAPLE AT 12' INTERVALS END * CH 07S AT MIN.
;. I..�=_. a. ..l "�. ,,,.._ W Y'i, 0-i A A
18'i 42.9 ITS 21. Itt � � III ICI �II s �� � �... °;:. 2°
STAPLE FORMED FROM NO. II STEEL WIRE. CHECK SL
1855N' ,.,- .;..- .,.,..r;;.'r....'': °',�. 50'C -C INTERVALS,.
8 STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REO. D WITH ALL
" 6° STAPLE MIN. LENGTH FOR OTHER SOIL. " REVISIONS
I" �' l ` EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. DITCH
FLOW JuN� cnoNSLOT TAMP COMBiNAnoN'BLANKETS
18 in 26-8 ID 13.4 IY1 I _ TERMINAL FOLD REV DATE COMMENT BY
Y
����� IN DITCHES, APPLY PROTECTIVE COVERING 2° FIRMLY 6" TO 12" TAMP FIRKY2°
1851N851 FILTER FABRIC PARALLEL TD THE DIRECTION OF FLOW. 12"
i C1 „� ii ( i., r I E 1''
18 sal in 1 111 1 POINTS A SHOULD BE =' USE CHECK SLOTS AS REQUIRED. AVOID k 4" � 1 4/29/15 PER COUNTY COMMENTS DRH
18 AN5 - WT--- _ ; .- HIGHER THAN POINT B. JOINING MATERIAL IN THE CENTER OF THE
�'� ��� WIRE DITCH IF AT ALL POSSIBLE. 2 5/18/15 SIGNATURE SUBMISSION DRH
it € try l!L,° 1r s =.E
��I�J � DRAINAGEWAY INSTALLATION
2 6 AN 2 ill 50 � 1�t In -I - (FRONT ELEVATION)
fP3 ,I Ii, .'; E 1 <'rz ST WT ('INCLUDES GASP)
4 in 37.8 in 18.0 in SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR
246 N85Bi ST SEDIMENT CONTROL, SHERWOOD & WYANT SEDIMENT CONTROL,VA. DSWC, SHERWOOD AND WYANT SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE SOURCE: VDOT ROAD AND BRIDGE STANDARDS
'� TEMPORARY CULVERT CROSSING PLATE STAKES, STAPLES, AND PINS FOR 3 36r 3 TYPICAL TREATMENT -2 SOIL PLATE GENERAL STAPLE PATTERN GUIDE PLATE
RILAI EN INSTALLATION OF TREATMENT -2 STABILIZATION MATTING SLOPE AND RECOMMENDATIONS FOR
T= WATER T VDOT J1 COARSE CAPACR OF PIPE CULVERTS SOIL STABILIZATION MATTING INSTALLATION TREATMENT -2 SOIL STABILIZATION
U ITE AVAII AB11_ITY_ PLEASE SEE l IE TifTN t 1CLOEI F`i TIN 111 LNG : .2 I1 1/2 DIAMETER OF PIPE AGGREGATE 6 DEEP TOGETHER FLOW
OR 12 ", WHICHEVER IS
SeCTIGN FOR OTHER AVAILABLE FITTINGS DRAWN BY- _ jC 0 .231f17 GREATER EARTH FILL COVERED ' r+*+++ NOTE. SLOPE SURFACE SHALL MATTIN
�:.l
APPROVED 8 :7 BY LARGE ANGULAR FILL SLOPE SECTION """'""
NOTE: ALL. FITT'INCS DI ONSION ARE FOE, REFERENCE ONLY Z 2 - � � BE SMOOTH AND FREE 4'�i�4'�I
iF1SiCPdS: TRIP x0-1010 ROCK 3 -1/4" OF ROCKS, LUMPS OF o 0
2° DIA. DIRT GRASS AND STICKS. 2' I 2' !'-
WASHER SOIL STABILIZATION MATS SHOULD �� 3 � W
BE INSTALLED VERTICALLY MATS N BE PLACED I 4 � a
Q 5 Q FLAT ON SURFACE FOR
DOWNSLOPE FOR BEST RESULTS 4'�{
l- Q PROPER SOIL CONTACT � 20"
II I III_ II_ II I. I =T- a N T. \
nIIm II �[ 18° 5'
Q
FILTER II
L ER CLOTH /
3 16"
>0° DIA.
MIN.
1" STEEL PIN Q z ti
m m F Q ,��pQ, 4
III III ....f I -I %> /r(! U�`� 2'
6- Q �� - THE FOLLOWING STATES REQUIRE NOTIFICATION BY
� o y o w y EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
J W o °¢ o DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
ELEVATION 3y z o (IN VIRGINIA, MARYLAND, AND DELAWARE 811)
6" - o o z o Q (WV 1-800-246-4848) (PA 1- 800 -242 -1776)
STAKE PIN Q DIRT SHALL B£ TAMPERED
A 1- 800-552 -7001 1-800-257-7777)
MD 8 8
,;y;�,,.Y`,. N ) ( (DE 1 oat 2 -8s55)
PRIOR TO LAYING TOP
y " °o z
W
x
w
LAP OVER � .� g � o
g
0
c., r�
VDOT 1 COARSE APPROVED FOR
°
zw
LARGE ANGULAR 11 GAUGE STEEL 4 � o
AGGREGATE �--' `' ° ¢ CONSTRUCTION
ROCK OVER 6x1 "x6 "STAPLE TOE BERM
EARTH FILL MAINTAIN SLOPE ANGLE TRENCH INTO BERM AND g z
CENTERLINE PLAN VIEW: STAPLE � � �
PROGRESS DOWNSLOPE I� A a � � w U;
o z PROJECT No.: V122001
DRAWN BY: JPT /RTY
SLOPE LINING SLOPE LINING
TOP of A� �-C CHECKED BY: DRH
OF SWALE CUT SLOPE o ¢ ° J DATE: 2127/15
1) 1x4 TRIANGULAR SURVEY STAKE - MINIMUM WET SLOPE DRY SLOPE z�
SCALE: AS NOTED
L5' 10" IN LENGTH. PLACEMENT OF THE STAKE g N N N N 6n Z-4 CAD I. D.: SD1
ACROSS THE FLOW OF THE WATER IS THOUGHT TREATMENT - 2
3' TO PROVIDE A 'PINBALL EFFECT" TO HELP
SLOW THE VELOCITY. POLYPROPELYENE NON -WOVEN Q PROJECT:
0' MINIMUM 0' MINIMUM 2)11 GAUGE STEEL - MINIMUM 1' WIDE BY 6° GE07EXTILE FILTER CLOTH TER CLO1N A R(pOUIFIER) TREATMENT - 2 2 3' ° WPO PLAN °
IN LENGTH STEEL STAPLE - 2x8° STAPLE
FIL WA W
F
(BEHIND TREATMENT -
0 a
T P F A
BE D 2
0 0 BANK ( ) E
R �°
C
0
U W
MAY 8E REQUIRED IN CERTAIN S S �
R N 0
Q lL
n,
�+ 3'
W
TREATMENT
�°
3'
A�MJI_.'o
N
CONDITIONS. �'I W
a
SOIL BOTTOM OF FILL SLOPE "' 3 � Q
a¢'
3 STEEL - 1 / v
EL INS 3 6 DIAMETER S
IEEL PIN BY FACILITY
DIVERSION AND (VERSION AND -
D „
/
/
OR SWALE OR SWALE 18" IN LENGTH WITH A 2" DIAMETER WASHER
\ PLAN VIEW ON TOP. (SEE ILLUSTRATION) BOTTOM OF CUT SLOPE 4' OR SHOULDER 6 I -6 ®�
�\ BOTTOM OF CUT SLOPE BREAK POINT [ TH STREET
SOURCE: VA DSWC SOURCE: PRODUCT LITERATURE FROM GREENSTREAK, INC. SOURCE: VDOT ROAD AND BRIDGE STANDARDS SOURCE: PRODUCT LITERATURE FROM NORTH AMERICAN GREEN 0-Y JL J� Jl
BD ELEVATION
STATION
3' I POINT
3' 1.0' 1.0' 1.0' 1992 3.32 1992 3.32:
LOCATION OF SITE
- 6:1 6:A NORTH OF 1 -64 BETWEEN
_ d TABLE 3.32.p TA,EI.IE 3.32 -E
5TH STREET AND
69 x 5' CONCRETE SHAPED JUNCTION PAD 4' CONC a 4 I 61x6" wwM
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
(�L.IAI.IT�' OF SEED AVON STREET EXTENDED
1 (10 GAUGE) Total Lbs. SCOTTSVILLE MAGISTERIAL
NOT TO SCALE Per Acre Minimum Seed Minimum
COMPACTED ALBEMARLE COUNTY, VA
Minimum Care Lawn -Purity f°ic) Qerminatinn f 10-)
NOTE: SUBGRADE Legumes _
1. CONCRETE PAD SHALL BE POURED AND SHAPED IN ORDER TO CONNECT AND - Commercial or Residential 175 -200 lbs.
ALLOW THE TWO UPSTREAM CONCRETE FLUMES TO CONTINUE FLOWING INTO , - Kentucky 31 or Turf -Type Tall Fescue 95- 100 %b Crownvetch 98 65 *. � O � � r T
THE PROPOSED DOWNSTREAM CONCRETE DITCH. Y CONCRETE DITCH -Improved Perennial Ryegrass 0 -5% Lespedeza, Korean 97 85 ** Ei x
NOT TO SCALE - Kentucky Bluegrass 0 -5% Lespedeza, Sericea 98 85 " "' E N G I N E E R I N G
High- Maintenance Lawn 200 -250 lbs. Grasses,
28 BLACKWELL PARK LANE, SUITE 201
- Kentucky 31 or Turf -Type Tall Fescue 100% Bluegrass, Kentucky: 97 85 WARRENTON, VIRGINIA 20186
Fescue, Tall (Improved, Phone: (540) 349 -4500
General Slope (3:1 or less) Turf-Type C€tltivars) 98 85 Fax: (540) 349 -0321
Fescue' Tall (Iy -31'1 97 85 www.BohlerEn ineerin .com
I 10' � - Kentucky 31 Fescue: 128 lbs.. Fescue„ Red 98 85 g g
Red Top Grass 2 lbs. Redtop 94 80
Seasonal Nurse Crop * 20 lbs. Reed Canarygrass 95 80
1. 150 lbs. Perennial Ryegrass 98 90: ,� NMI per'
6_._1I X6.1.- a Low- Maintenance Slope (Steeper than 3:1) Weeping Lovegras 95 87
4"
° \ Kentucky 31 Fescue 108 lbs. Annuals
6.. " Q \ - 4 " n ° . s " d Red Top Grass 2 lbs.
�. p q �� Q b Seasonal Nurse Crop 20 lbs. Anneal Ryegrass 97 90 V DANIEL R. HINES
Crownvetch * 20 lbs. Gasman Millet 98 s.0 LTC. NO. 043176
..rea ,o �0 150 lbs. Oats 98 80`
Cereal. Rye, 98 85>
n
�O
Use seasonal nurse crop in accordance with seeding dates as stated bebow:
d
5 \18 \15
CONC. v�, : \ ^ n a ` February 16th through April ................. . .... Annual Rye
1 ' \ `" � May 1st through August 15th ...... ............. Foxtail Millet * Seed containing prohibited o strict' noxious weeds should not be accepted.
Y g g g Tire d.P �a'O
( w, u St 16th through October .... , .... . Annual Rye Seed should not contain in excess of 0.517D weed seed. To calculate percent pure, , �.. °. A d I " 1,,...1,.....1 , . ��, � v • \ A gu. g y p . p ,
a November through February 15th ................... Winter Rye live seed, multiply ermination times uric and divide b 100.
Nay
STONE
4.
A a a 6 a� k `* Substitute Ser cea lespedeza for Crownvetch east of Farmville, Va. (May I t Ky 31 T 11 Fescue with a germination of 85 percent and a purity of
SHEET TITLE:
9 percent.
through September use hulled Sericea, all other periods, use unhulled Sericea). 7
If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs. /acre. All legume EROSION ���
COMPACTED t t - t ' seed must be properly inoculated. Weeping Love grass may be added to an sloe 97 x 85 = 8245. 8245 � 100 - 82.45' percent pure live seed. 17 SUBGRADE � I- P P Y P g g Y JY P P P SEDIMENT
or low - maintenance mix during warmer seeding periods; add 10 -20 lbs. /acre in SEDIMENT
A�YJLJLe
mixes,: ** Includes "hard seed" CONTROL
�� � 10" CONCRETE �����PA��� PAD
NOT TO SCALE DETAILS
111-303 ill -311 SHEET NUMBER:
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
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 'ONFORMAMCE
MAINTENANCE AND INSPECTION
(INFORMATION TAKEN FROM THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK)
A CONSTRUCTED STORMWATER WETLAND MAY BE MAINTAINED WITHOUT A PERMIT
FROM THE U. S. ARMY CORPS OF ENGINEERS OR THE VIRGINIA DEPARTMENT OF
ENVIRONMENTAL QUALITY (VA. DEQ).
ANY PRE - TREATMENT FACILITY OR DIVERSION STRUCTURE SHOULD BE INSPECTED
AND MAINTAINED REGULARLY TO REMOVE FLOATABLES AND ANY LARGE DEBRIS.
SEDIMENT SHOULD BE REMOVED FROM THE FOREBAY EVERY 3 TO 5 YEARS, OR
WHEN 6 TO 12 INCHES HAVE ACCUMULATED, WHICHEVER COMES FIRST. TO CLEAN
THE FOREBAY, DRAINING OR PUMPING AND A POSSIBLE TEMPORARY PARTIAL
DRAWDOWN OF THE POOL AREA MAY BE REQUIRED. REFER TO THE VESCH, 1992
EDITION FOR PROPER DEWATERING METHODS. A PREDESIGNATED SPOIL AREA,
AWAY FROM THE WETLANDS, SHOULD BE USED.
THE CONSTRUCTED STORMWATER WETLAND SHOULD BE INSPECTED AT LEAST
TWICE A YEAR IN THE FIRST THREE YEARS AFTER CONSTRUCTION, DURING BOTH
THE GROWING AND ON- GROWING SEASONS,FOR VEGETATIVE ESTABLISHMENT.
INSPECTORS SHOULD DOCUMENT PLANT SPECIES DISTRIBUTION AND FATALITY
RATES AND VERIFY COMPLIANCE WITH THE LANDSCAPING SPECIFICATIONS. ALSO,
SEDIMENT ACCUMULATION, WATER ELEVATIONS, AND THE CONDITION OF THE
OUTLET SHOULD BE DOCUMENTED. RECORDS SHOULD BE KEPT TO TRACK THE
WETLAND'S HEALTH OVER TIME.
MANAGEMENT OF WETLAND VEGETATION
THE CONSTRUCTED WETLAND AND ITS BUFFER MAY NEED A REINFORCEMENT
PLANTING AT THE ONSET OF THE SECOND GROWING SEASON AFTER CONSTRUCTION.
THE SIZE AND SPECIES OF PLANTS TO BE USED SHOULD BE BASED ON THE GROWTH
AND SURVIVAL RATE OF THE EXISTING PLANTS AT THE END OF THEIR FIRST GROWING
SEASON. CONTROLLING THE GROWTH OF CERTAIN INVASIVE SPECIES, SUCH AS
CATTAIL AND PHRAGMITES, MAY ALSO BE NECESSARY. THESE PLANTS CAN BE VERY
HARD TO CONTAIN IF THEY ARE ALLOWED TO SPREAD UNCHECKED. THE BEST
STRATEGY MAY BE TO DESIGN FOR A WIDE RANGE OF DISTINCT DEPTH ZONES.
RESEARCH SHOWS THAT FOR MOST AQUATIC PLANTS THE BULK OF THE POLLUTANTS
IS STORED IN THE ROOTS, NOT THE STEMS AND LEAVES (LEPP 1981). THEREFORE,
HARVESTING BEFORE WINTER DIEBACK IS UNNECESSARY. MANY UNANSWERED
QUESTIONS REMAIN CONCERNING THE LONG -TERM POLLUTANT STORAGE CAPACITY
OF PLANTS. ADDITIONAL PLANT MAINTENANCE RECOMMENDATIONS MAY BE
PRESENTED IN THE FUTURE, AS SUCH INFORMATION BECOMES AVAILABLE.
CLAY LINER REQUIREMENTS
1. A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 12 INCHES.
2. A LAYER OF COMPACTED TOPSOILJ6 TO 12 INCHES THICK, MINIMUM)
SHOULD BE PLACED OVER THE LIN R.
3. OTHER LINERS MAY BE USED IF ADEQUATE DOCUMENTATION EXISTS
TO SHOW THAT THE MATERIAL WILL PROVIDE THE REQUIRED
PERFORMANCE.
TABLE 3.09 - 3
Clay Liner ,Specifications
er
Test Method (oT* equal)
Unit
S ecificaton
FPro
er=me bility
ASTM D -2434
e m %sec
1 x 106
asticity Index
ASTM D -42 3 & D -424
a
Not less than 1.5.
Liquid Limit of Clay
ASTM D -2216
%
Not less than 30
Clay Particles Passing
ASTM D -422
%
Not less than 30
Clay Compaction
ASTM D -2216
%
95% of Standard Proctor'
Density
Source. 'City of Amsstin, 1988
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
FORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I
FULL CONFORMANCE WITH I or RFGLILATIONg AND CODES,
LANDSCAPE NOTES
(INFORMATION TAKEN FROM THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK)
IT IS RECOMMENDED THAT THE INSTALLATION OF THE PLANT MATERIAL WITHIN THE
CONSTRUCTED WETLANDS BE DONE BY A FIRM THAT SPECIALIZES IN AQUATIC
LANDSCAPING.
THE LOCATION OF PLANTS IS BASED ON THE DEPTH ZONES IN THE WETLAND AND
THE INUNDATION TOLERANCE OF THE PLANT SPECIES. PLANTING ZONES OF UNIFORM
DEPTH SHOULD BE IDENTIFIED FOR EACH SPECIES SELECTED.
ONLY ONE -HALF OF THE LOW- AND -HIGH MARSH DEPTH ZONES NEED TO BE PLANTED.
IF THE APPROPRIATE PLANTING DEPTHS ARE ACHIEVED, THE ENTIRE WETLAND
SHOULD BE COLONIZED WITHIN THREE YEARS. AT LEAST 5 TO 7 EMERGENT WETLAND
SPECIES, INCLUDING A MINIMUM OF TWO SPECIES FOR EACH OF THE MARSH DEPTH
ZONES (HIGH AND LOW), SHOULD BE USED. SELECTIONS SHOULD BE BASED ON
WILDLIFE FOOD VALUE, DEPTH TOLERANCE, PRICE, COMMERCIAL AVAILABILITY
AND /OR SHADE LIMITATIONS. CERTAIN SPECIES, SUCH AS CATTAILS, SHOULD BE
SELECTED WITH CAUTION. ALTHOUGH THEY MAY PROVIDE EXCELLENT POLLUTANT
REMOVAL CHARACTERISTICS, THEY CAN BE INVASIVE AND MAY EVENTUALLY CROWD
OUT OTHER SPECIES.
SITE PREPARATION
THE SOIL IN THE-AREA MUST BE EVALUATED BY A GEOTECHNICAL ENGINEER TO
DETERMINE IF IT IS SUITABLE TO RETAIN AN ADEQUATE POOL WITH NEGLIGIBLE
INFILTRATION RATES. IF INFILTRATION IS EXPECTED, A CLAY LINER PER THE
SPECIFICATIONS OF TABLE 3.09.3 OF THE VSWMH AND THE NOTES ON THIS SHEET
SHALL BE PROVIDED.
THE SOIL SUBSTRATE MUST BE SOFT ENOUGH TO PERMIT EASY INSERTION OF THE
PLANTS. IF THE BASIN SOIL IS COMPACTED OR VEGETATION HAS FORMED A DENSE
ROOT MAT, THE UPPER 6 INCHES OF SOIL SHOULD BE DISKED BEFORE PLANTING. IF
SOIL IS IMPORTED, IT SHOULD BE LAID AT LEAST 4 INCHES DEEP TO PROVIDE
SUFFICIENT DEPTH FOR PLANT ROOTING.
SCHEDULE FOR TRANSPLANTING EMERGENT WETLAND STOCK
THE WINDOW FOR TRANSPLANTING EMERGENT STOCK S FROM EARLY APRIL
TO MID -JUNE. DORMANT RHIZOMES CAN BE PLANTED IN FALL OR WINTER.
PLANTING PROCEDURES
REFER TO LANDSCAPENOTES FOR PLANTING PROCEDURES. MOST EMERGENT
PLANTS MAY BE PLANTED IN FLOODED OR DRY CONDITIONS. IF PLANTING IS DONE IN
DRY CONDITIONS, THEN THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES
FLOOD THE WETLAND IMMEDIATELY FOLLOWING INSTALLATION. CARE SHALL BE
TAKEN THAT NO EROSION OCCURS DURING THE FLOODING PROCESS.
PROPER HANDLING OF NURSERY STOCK IS CRUCIAL. THE ROOTS MUST BE KEPT
MOIST TO PREVENT DAMAGE. PLANTS RECEIVED FROM THE NURSERY WILL BE IN
PEAT POTS OR BARE- ROOTED. BARE - ROOTED PLANTS WILL HAVE SOME FORM OF
PROTECTION TO KEEP THE ROOTS MOIST AND MAY BE KEPT FOR SEVERAL DAYS, BUT
OUT OF DIRECT SUNLIGHT. FOR THE MAXIMUM CHANCE OF SUCCESS, ALL NURSERY
STOCK SHOULD BE PLANTED AS SOON AS POSSIBLE. A MINIMUM ACCEPTABLE
SUCCESS RATE OF THE PLANTINGS IS 75 %.
MAINTENANCE AND VEGETATION REINFORCEMENT SCHEDULE
DURING THE FIRST 3 YEARS AFTER L STABILIZATION OF
THE BASIN AREA MAY BE NECESSARY TO ENSURE THAT THE VEGETATION BECOMES
ESTABLISHED AND MATURE PRIOR TO THE EROSION OF THE PLANTING SOIL. ANNUAL
GRASSES MAY BE USED FOR THIS PURPOSE. HOWEVER, THE SPECIFIED APPLICATION
RATES IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH), 1992
EDITION: TEMPORARY SEEDING SPEC. 3.31 SHOULD BE REDUCED TO HELP PREVENT
THESE GRASSES FROM COMPETING WITH OTHER PLANTS, PARTICULARLY THOSE
EMERGING FROM BULBS AND RHIZOMES.
'3_09 -1
\3_09 -2
FIGURE 3.09 - I
Constructed Stormwater Wetlands - flan
LO
HI MARSH MARSH
_
HI MARSH
t ARMORED
WEIR
DEEP SPILLWAY
FOREBAY POOL
(DEEP POOL)
LO
ARMORED MARSH -
OVERFLOW
LO
�HI MARSH . MARSH
POND
BUFFER DE,FTN Zp E 9, OF SURFACE AREA
AREA
DEEPWAiER 10
LO MARSH 40
HI MARSH 50
SEE TABLE 3,09 -2
FIGURE 3.09 - 2
Constructed Stormwater Wetlands - Depth Zones
�_-
20,756 CF
1
NOTE:
18" to 6'
STRUCTURAL ELEMEMS SUCH AS GABIONS,
DEEP POOL =
GEOTEXflLE ROLLS, COCONUT ROLLS, FASCINES, ETC,
MAY BE USED FOR MA9NTAINING MECROTOPOGRAPHIC
GABf4R BA5EiET5
ELEVATIONS IN HIGH ENERGY OR SOUPY SUBSTRATE
ENMRONMENTS.
.� COCONUT
ROLLS
3.09- 16
WETLAND SEDIMENT FOREBAY VOLUME CALCULATION
Area to Wetland: 14.54
Weighted C: 0.39
Impervious Acre: 5.71
Required Volume to Sediment Forebay (VA SWM Handbook Sec 3.04)
BETWEEN 0.10" AND 0.25" PER IMPERVIOUS ACRE
Required Volume: 0.20" x (Imp Areas) AC = 4,145 cubic feet
Provided Volume: 4,408 cubic feet
CONSTRUCTED WETLANI!
DESIGN DATA
VOLUME PROVIDED:
20,756 CF
SURFACE AREAS PROVIDED:
SUBAREA DESIGNATION
TOTAL =
14,093 SF
DEEP POOL =
2,370 SF (17 %)
LOW MARSH =
5,052 SF (36 %)
HIGH MARSH =
6,671 SF (47 %)
V. STORAGE e CONSTRUCTED WETLANDS
PART 7: Compute The Weighted Avg. "C" Factor for Each Proposed BMP Facility
REV
DATE
SUBAREA DESIGNATION
"C"
ACRES
PRODUCT
(1)
(2)
(3)
LL
;