HomeMy WebLinkAboutWPO201300012 Plan - Approved 2013-02-11e
PROJECT SUMMARY NOTES:
I. THE PROPERTY DELINEATED HEREON IS LOCATED ON ALBEMARLE
COUNTY TAX MAP NO. 56A2- 01 -17.
2. PROPERTY DETAILS:
EXISTING ZONING: DOWNTOWN CROZET DISTRICT
EXISTING USE: RELIGIOUS
PROPOSED USE: RELIGIOUS
PROPERTY AREA: 2.022 ACRES
MAGISTERIAL DISTRICT. WHITE HALL
SITE IS LOCATED IN SO. FORK RIVANNA RIVER RESERVOIR
THERE ARE NO CRITICAL SLOPES LOCATED ON THE PROPERTY
3. OWNER
CROZET UNITED METHODIST CHURCH
C/O REVEREND DOUG FORRESTER
1156 CROZET AVENUE.
CROZET, VIRGINIA 22932
4. SITE DESIGN AND LANDSCAPE ARCHITECTURE:
ANHOLD ASSOCIATES, PLC
8311 ROCKFISH GAP TURNPIKE
GREENWOOD, VIRGINIA 22943
434 - 882 -3420, ANHOLDLA. COM
5. ELECTRICAL ENGINEERING
VALLEY ENGINEERING
3231 PEOPLES DRIVE
HARRISONBURG, VIRGINIA 22801
540 - 434 -6365
6. GEOTECHNICAL ENGINEERING
FROEHLING AND ROBERTSON, INC.
6181 ROCKFISH GAP TURNPIKE
CROZET, VIRGINIA 22932 -3330
434 - 823 -5154
5. TOPOGRAPHIC 8 PHYSICAL SURVEY
ROUDABUSH, GALE, ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA 22902
434- 977 -0205
6. PROJECT AREA IS NOT LOCATED IN 100 -YR. FLOODPLAIN.
PROPERTY IS LOCATED IN ALB. CO. AND /OR CITY OF CHARLOTTESVILLE
DRINKING WATER WATERSHED.
7. PARKING SETBACK SUMMARY.
FRONT MINIMUM: NO CLOSER TO THE RIGHT -OF -WAY THAN ANY EXISTING OR PROPOSED
PRIMARY STRUCTURE ON THE LOT. ON CORNER LOTS, THE PARKING AREAS SHALL BE
LOCATED TO THE SIDE OR REAR OF THE PRIMARY STRUCTURE, AND NOT BETWEEN THE
STRUCTURE AND ANY RIGHTS -OF -WAY THAT INTERSECT THE CORNER.
SIDE MINIMUM (AS AN ACCESSORY USE): 3 FEET.
REAR MINIMUM: 0 FEET.
COUNTY ENGINEERING 8 GENERAL CONSTRUCTION NOTES
1. PRIOR TO COMMENCEMENT OF CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED BY THE
OWNER FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE
NOTED.
3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO
ANY CLEARING, GRADING, OR OTHER CONSTRUCTION WORK. ALL E & S MEASURES SHALL
BE INSTALLED AND MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS OF THE
LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
4. ALL NON -PAVED DISTURBED AREAS ARE TO HAVE 2" OF TOPSOIL APPLIED THEN
FERTILIZED, LIMED, SEEDED, AND STRAWED TO ESTABLISH A PERMANENT STAND OF GRASS.
SEE SITE PLAN FOR PROPOSED LIMITS OF GRADING.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM
— TRAFFIC 'CONTROL DEVICES.
6. UNLESS OTHERWISE NOTED ALL CONCRETE DRAINAGE PIPE SHALL BE REINFORCED
CONCRETE PIPE - CLASS Ill. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST
COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY.
GENERAL NOTES:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED
SITE CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS
BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ARCHITECT AND THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE
ACTUAL SITE CONDITIONS.
2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND
CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING
CONSTRUCTION. THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES.
3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY
AND WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT
AND ALL NECESSARY WORK AREAS. THE CONTRACTOR SHALL PROVIDE FLAGMEN,
FLASHING LIGHTS, SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY.
4. ALL CONFLICTING SURFACE AND SUB- SURFACE STRUCTURES, UTILITIES, AND
OBSTRUCTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROTECT
EXISTING SUB - SURFACE UTILITIES AND STRUCTURES AS NECESSARY. IF DAMAGED,
REPAIR OR REPLACE AT NO COST TO THE OWNER. ALL CONFLICTING CONDITIONS
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND
COUNTY.
5. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY
EASEMENTS WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL
NOT DISTURB ANY ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING
CONSTRUCTION. IF DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT
NO COST TO THE OWNER.
6. SAWCUT, TO FULL DEPTH, ALL PAVEMENTS TO BE DEMOLISHED. ALL DEBRIS SHALL
BE IMMEDIATELY REMOVED AND DISPOSED OF LEGALLY OFF -SITE BY THE CONTRACTOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLISHING AND /OR ADJUSTING
ALL EXISTING SITE FEATURES AS NECESSARY FOR PROPOSED CONSTRUCTION.
SITE NOTES:
I. BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION OF ALL SITE IMPROVEMENTS
SHALL BE VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD BY A SURVEYOR
LICENSED TO PRACTICE IN THE STATE OF VIRGINIA. ANY AND ALL DISCREPANCIES
BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT
TO THE ATTENTION OF THE ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED
OUTSIDE OF PROPERTY BOUNDARIES WITHOUT FIRST OBTAINING THE PROPER PERMITS,
EASEMENTS OR AGREEMENTS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO HAVE
ALL UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNING ANY WORK.
3. ALL DRAINAGE STRUCTURES SHALL HAVE POSITIVE SLOPE TO THE DRAIN INLET. ALL
PAVEMENTS, LAWNS, AND OTHER SURFACES SHALL HAVE POSITIVE DRAINAGE WITH NO
PUDDLING OR PONDING OF WATER OCCURRING ON ANY SURFACES.
4. ALL EXCAVATIONS FOR UNDERGROUND PIPE INSTALLATION, SHORING, AND SLOPES SHALL
COMPLY WITH ALL OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY AND ALL OTHER
LOCAL, STATE AND FEDERAL CONSTRUCTION STANDARDS AND /OR REQUIREMENTS.
SITE NOTES (CONTINUED)
5. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY /ALL
NECESSARY PLAT AND PLAN APPROVALS, ON -SITE AND OFF -SITE EASEMENT APPROVALS,
CONSTRUCTION PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER
AUTHORITIES OPERATING IN THE PROJECT AREA.
6. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE, VDOT,
AND ACSA. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER
INSPECTION AUTHORITIES AT ALL PHASES OF WORK.
7. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS OF THE
SITE SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS.
Rivanna Water & Sewer Authority (R WSA)
General Water & Sanitary Sewer Notes - March 2008
0 ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST
VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS
ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998,
EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED
BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH
RWSA IS REQUIRED PRIOR TO THE START OF WORK.
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1- 800 - 552 - 7001).
4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977 -2970 EXT. 202) MUST BE
NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION.
5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE -INS
TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE
PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON
WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING
FOR TIE -INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE
TESTED PRIOR TO CONNECTING TO THE SYSTEM.
7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA
AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE
AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES
BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE
DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES,
WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL
BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST
TO THE OWNER.
8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA
EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR
FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE
BY RWSA IN WRITING.
9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT
WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND
MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE
DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE
ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN
A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT
SHALL- BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING
WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE
REQUIRED.
10 NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND
WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE
PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER
MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS- CONNECTION TO THE
PUBLIC WATER SYSTEM.
12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO
PLACING THE NEW FACILITIES INTO SERVICE.
13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA
EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY
STRUCTURE, DRAINAGE STRUCTURES, ETC.
14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
SHEET
INDEX
S -0
COVER SHEET
ES -I
PHASE -I ES&C PLAN
ES -2
PHASE -2 ES&C PLAN
ES -3
ES&C DETAILS
JARMANS GAP
ROAD THREE NOTCH'D
681 S' T`- F ROAD 40
OLD TwAIL CROZET
DRIVE AVENUE
40
50
ROCKFISH GAP 50 ROCKFISH GAP
TURNPKE TURN
1 -64
VICINITY MAP: NOT TO SCALE
PHASE -1
CHURCH CAMPUS IMPROVEMENTS
Crozet United Methodist Church
1156 Crozet Avenue
Crozet, VA 22932
White Hall Magisterial District
Erosion and Sediment Control Plan
February 8, 2013
April 1, 2013
ANHOLD ASSOCIATES, PLC
Site Design, Landscape Architecture Planning
8311 Rockfish Gap Turnpike
Greenwood, Virginia
434 - 882 -3420 ANHOLDLA.COM
PLANNING DEPARTMENT
ZONING DEPARTMENT
INSPECTION DEPARTMENT
SERVICE AUTHORITY
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
SITE PLAN APPROVALS
REVISION: 5 -17 -2013, ADD STREAM MITIGATION TO
SHEET S -3.
APPROVED
by the Albemarle County
00*rnunity Development Department
Date
Be
ARCHITECTS SEAL & SIGNATURE
DRAWN BY:
DTA
�NI,TH o
�r
DESIGNED BY:
DTA
Oy�
5 -23 -13
DAVID T. ANHOLD
CHECKED BY:
DTA
CERTIFICATE
SHEET NO.:
S -0, I OF 4
No.
000311
j�d
LANDSCAPB �4G
SHEET TITLE:
COVER
SHEET
ARCHITECTS SEAL & SIGNATURE
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CONSTRUCTION NOTES:
M(C)
Qf
1. OWNER SHALL OBTAIN ALL C'/
C% 77111,
NECESSARY EASEMENTS FOR / r�- . �>i p J t �; .0 � i f�) ' t@ o \ / \/O 1' . •.CZ� V �. �\p/ ye / .\.:= , ...al. ........i.s .= .r.= c . .•.:.- -� :': r :: '�:: i • :•. 1 1 J Cvl,i_', „ �
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•
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TOP (YF EMBANK-ffMNT=684.50
TOP OF VkY=683.50-
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4F WET=682.00�Q
,-S�#OTTOM=679.50' 6I, 1
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STORMWATER CONVEYANCE
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DAVID T. ANHOLD
' (9� CERTIFICATE No.
L Ill-
' 000311
AL A.
411/13 BID DOC.
Revision:
Scale
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Sheet Title:
PHASE -1
E&S CONTROL PLAN
Sheet No.;
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5-23-13 ?5
DAVID T. ANHOLD
' (9� CERTIFICATE No.
L Ill-
' 000311
AL A.
411/13 BID DOC.
Revision:
Scale
111=20'
Sheet Title:
PHASE -1
E&S CONTROL PLAN
Sheet No.;
ES-1
Q�p �,
k N,
SCALE I" = 20'
I i I 'i
S TOA..-!
�)P-� 1,88. 49
T. = 685.09 18 'RC1
0. = 683. 39 18 "F3(-P
"FiJ 11( AQ
A
TAP 5EA'*-'1� SCC
-- 0 1 --53
STORMWATER CONVEYANCE
X,
Data collected on Storm system on
STM. Mh! 9-P3-11 and dur,jngcontrj-jctjon
(no top) I -3n( - to final gf,acie.
n( may be incomplete and not set
36 "PrIlp
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NEW INGRESS;
EGRESS EASEMENT
0.069 AC.
CD PROPOSE[) TEMPORARY
NEW INGRESS/EGRESS EA St AND PA13CEL '/-J'
TAKEN F=ROM AN UNRECORDED PLAT 6Y I INCOLN SURVEYING
'AK�- L
LATI- ST. PI-VT,()'-Vj DATE OC106,ER 25, 20,11
RE V'1 C
PROPOSED PERMANENT DRAINAGE AND SLOPE
EASEMENT FOR CONSTRUCTION AND MAINTENANCE
OF PIPES, INLETS AND SLOPES
F-
,I,V, A R
U E
AVENUF
rm"
20' 01 20'
SCALE: V=20'
ANHOLD
ASSOCIATES
SITE DESIGN
LANDSCAPE ARCHITECTURE
8311 ROCKFISH GAP TRNPK
GREENWOOD, VA 22943
434-882-3420
ANHOLDLAXOM
,w
4
Job No.:
0
5-23-13
DAVID T. ANHOLD
CERTIFICATE N,.
000311
tAlVDSCApp
D ate:
411113 BID DOC..
Revision:
Scale
1" =20'
Sheet Title:
PHASE-2
E&S CONTROL PLAN
Sheet No.:
ES-2
.. I � rtrc t u rccrtwuv
/ ��1. 1.
TMP 56A2 -0�-e0 Ep f �) - -rE c -:_;A HOPE
674.06 EMOLISH CONCRETE
AIRWELL RETAINING
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STREAM 1BUFF R.,'�.:, ��' .I P ° ~'E
DISTURBANCE A E
2 bt,'E
/"�,_. HIS`(' TiLiT :.�RVi ' � F \ i _- �- •,
1,810 SQ. FT. F� r- S - (. •= --•'.'..
.-- GABLE
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STORM MH i
CG-7 TOP _ 679. 00'.
STORM MH i.I. 673.20
_ - TOP = 619.41 2. 5'x2. 5m I. 0. = 673. 10
` - - �- I.I. = 672.91 05 "J Slortit Gra e - - 1NE�-
S i Rho MH I.I. = 611.97 (36 °) S0P 679. 05 -- r TERI_
TOP = -9. 73 ' ' TOP cP679. o� I.O. = 671.87 -`� NOAD GCN r PAVEMENT
r it = - a, - i MANS GAP Sr [_Ayi R
EXISTING STREAM BUFFER DISTURBANCE AREA
SCALE: V`=20'
2_AA
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_ 675.5 _
SEE =65.03
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4 Dogwood�II
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TOP -- r 9. 3
7
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� 5 75.14-'
-AG CG -7
STORM MH
1-OP = 619.47 2.5'x2.5.
I. I. = 6712. 97 (15'°) Storm Gr -,36e
I.I. = 611.97 (36 „) Top 6/9.05
jAp 1N AN5 GAS' �C
nnJyl
STREAM BUFFER MITIGATION PLAN
SCALE: 1"=12'
STREAM MITIGATION SUMMARY:
A. STREAM BUFFER DISTURBANCE AREA = 1,810 SO. FT.
B. REQUIRED MITIGATION AREA @ 2 :1 = 2 X 1,810 = 3,620 SO. FT.
C. PROPOSED MITIGATION WITH CANOPY TREES, UNDERSTORY TREES, AND SHRUBS.
D. REQUIRED PLANTINGS: 3,620 SO FT. 1 400 SO. FT. = 10 EACH
E. PROPOSED PLANTINGS: SEE PLANTING SCHEDULE SUMMARY SHOWN BELOW
I
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ALBEMARLE COUNTY STANDARD EROSION AND SEDIMENT CONTROL
NOTES
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 EROSIONAND
SEDIMENT CONTROL HANDBOOKAND VIRGINIA REGULATIONS VR 625 -02 -00 EROSIONAND
SEDIMENT CONTROL REGULATIONS.
3. ALL EROSIONAND SEDIMENT CONTROL MEASURESARE 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 LAN D DISTURBING ACTIVITIES AREAS OTHER 'THAN INDICATED N
0
THE 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 OFANYADDITIONAL 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 PERIODICALLYAND
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 MATERIAL 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 7:00AM TO 9:OOPM.
15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN SAFE MANNER THAT
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 ANYLOT, UNIT,
BUILDING, OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCIHING. SEEDING IS TO
BEAT 75LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARYTO CONSIST OF A 50/50
MIX OFANNUAL RYEGRASSAND CEREAL WINTER RYE, OR IN MARCHAND APRIL TO CONSIST OF
ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO
BE APPLIED AT BOLBS 1100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND
MUL CH. A GRI C U L TU RA L GRADE LI MES T ONE SHALL BE APPLIED AT 9O LBS / 10 OSF , INCORPORATED
T - FERTILIZER L S ACRE AND
INTO THE TOP 4 6 INCHES OF SOIL. FERTIL/ SHALL BE APPLIED AT 1000 B /
CONSIST OFA 10-20-10 NUTRIENT MIX PERMANENT SE E DING SHA LL BE APPLIED AT 1 80 LBS A R
E
0 -
LL FESCUE A N 0 D 5 /o PERENNIAL ;RYEGRASS OR
AND CONSIST OF 95 /o KENTUCKY 31 OR TA
KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS1100SE ALTERNATIVES ARE
SUBJECT TO APPROVAL BE THE COUNTYEROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLYAND AFTER EACH RAINFALL.
ANYDAMAGE 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 DIKES WHICH ARE COLLECTING SEDIMENT TO HALF
THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURESARE 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 OFAPPROVAL. (WATER PROTECTION ORDINANCE SECTION 17 -204G)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN (9)
MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION
ORDINANCE SECTION 17- 207B).
1
SEEDING RATE
NOR-IV
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_ SF _ -- - --- -CY
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1'A lta.
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LQVEGRASS.
NW.L Tokrax bs, dry $WM
iElsfSrtllik `ttYYW
CE - CONSTRUCTION ENTRANCE
IF - DROP INLET PROTECTION
l TEAIPORARY SEDIMENT TRAP I
sz w. xkfi � vxwi•
r
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sc6 v arE is -t caps€ lE» aAss c ai w
CROSS SECTION OF OUTLET
,•� C1A5S S taPnrW: LE1Wia ins FEEa'} M
kN4R5gH.
i1MK
tiA}G�vrniEO r�trctt cw�ar -..�„ „_,•• -^-�;
,f - "ARS.E..AGGREGATE..SHALL p£.YDQT 13, IJ57 till 15
OUTLET (PERSPECTIVE VIEW).
ST - SILT TRAP
SAF - SAFETY FENCE
�r . .'brts9 ratEr
k
w�
S.- CRa +i €L StttER
VVEAEE nnrER
SEDME., . vio
x1iER wild ,�
SEDY,uEr+T ,..••
AtRr 51:REE >t
d 3 wwo 'aYrJ6: 41FN6 ar:££P
SPECIAL APPLICATION
'rill$ M> rliOD OF INLE'r PROTECTION IS APPLiCABLE AN
'
CUBA INLETS YiEI�I2E AN OVERFLOW CAPABILITY IS . h EGESS,113Y
To PREVENT EXCESSIVE PONLIING IN FRONT OF THE STRUCTURE
• GRAVEL S11AI,L BE Vllgr #3, #357 OR 45 COARSE AGGREGATE
IF - CURB INLET PROTECTION
SCC - STORMWATER CONVEYANCE CHANNEL
NOTES:
I. NO STORMWATER MANAGEMENT OR BMP FACILITIES ARE
REQUIRED FOR THIS PROJECT. THE CHURCH WILL PAY A
PRO -RATA SHARE FOR USE OF THE COUNTY'S EXISTING
STORMWATER QUALITY AND QUANTITY FACILITIES.
5E'r 'rHE ST,tKES. 2 EXCAVATE A fX •a' 'sItEt`7G1!
UISLOPE ALONG THE Inn OF
IE,KE:S
9'Yd✓�C
wiJill
l
s
a[i
FLOAT '
.,
3. STAPLE FILTER NIATERIAL 4 i3ACKE'ILL AND. CO,fYACT
ll E TEND EXCAVATED TO STAKES AN h `rflE E. .CA LU SOII.
IT INTO TH£ ENCI
TR i
1
�• ,_ -�,' -� +18p �� FLOW
SHEET ELG w !NST ALr„ I ov
(YE:RSPECHVE VIEW)
r.,
A -._ A
,
POINTS A 31101JLD 9E HIGHER THAN POINT B.
DRAINAGE:WAY INSTALLAION
WPONT EL VATION)
SF - SILT FENCE
rft•'�tiav
*� Ya
s
.r
OF - OUTLET PROTECTION
TEMPORARY SEEDING PLANT INUTERIALS, SEEDING RATES, AND DAM
SEEDING RATE
NOR-IV
r..•N-' -- .• .w+.
rr• .ter
AC X 67' CY ., 40 CY
_ SF _ -- - --- -CY
6815
x
PLANT
ss .j Y
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cHARAcrm.srric5
+� A two nz
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a a o
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X
tea, x nanNit3 c.. tiabk .
w�a t e . )
aorl� !hm $Olio.
f6YSPa! EIAlYa) 7
Rye I
i W, Ivp co 40 IN..
7-5 tbr.
X
r-
X
X
y i
�
A
cM lea than 50 Ax.)
'Cr• v
r
/
cover. T,kra9ca wid MA bw
4ER.MAN MIadAC
60 Fbs.
sQixnx. a Fb.
-
x
-
x
I
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v N ;,'.j�if�l °ft•A,f11t t
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J' of N •'�•
✓ N{• i S � 2•
r .• ✓ N r Yr rr 1,S,rt �
`• i1
,T
AN24UAL RYWRAW
60 M*
1'A lta.
.Kjjjj.,N.j.j jtj ,.
'• r •.j.•.•r r r ••
-
X
x
x
Ltay be ." • Yn tmacs. Wlta
1 gYjd- tiwuwl
SAF - SAFETY FENCE
�r . .'brts9 ratEr
k
w�
S.- CRa +i €L StttER
VVEAEE nnrER
SEDME., . vio
x1iER wild ,�
SEDY,uEr+T ,..••
AtRr 51:REE >t
d 3 wwo 'aYrJ6: 41FN6 ar:££P
SPECIAL APPLICATION
'rill$ M> rliOD OF INLE'r PROTECTION IS APPLiCABLE AN
'
CUBA INLETS YiEI�I2E AN OVERFLOW CAPABILITY IS . h EGESS,113Y
To PREVENT EXCESSIVE PONLIING IN FRONT OF THE STRUCTURE
• GRAVEL S11AI,L BE Vllgr #3, #357 OR 45 COARSE AGGREGATE
IF - CURB INLET PROTECTION
SCC - STORMWATER CONVEYANCE CHANNEL
NOTES:
I. NO STORMWATER MANAGEMENT OR BMP FACILITIES ARE
REQUIRED FOR THIS PROJECT. THE CHURCH WILL PAY A
PRO -RATA SHARE FOR USE OF THE COUNTY'S EXISTING
STORMWATER QUALITY AND QUANTITY FACILITIES.
5E'r 'rHE ST,tKES. 2 EXCAVATE A fX •a' 'sItEt`7G1!
UISLOPE ALONG THE Inn OF
IE,KE:S
9'Yd✓�C
wiJill
l
s
a[i
FLOAT '
.,
3. STAPLE FILTER NIATERIAL 4 i3ACKE'ILL AND. CO,fYACT
ll E TEND EXCAVATED TO STAKES AN h `rflE E. .CA LU SOII.
IT INTO TH£ ENCI
TR i
1
�• ,_ -�,' -� +18p �� FLOW
SHEET ELG w !NST ALr„ I ov
(YE:RSPECHVE VIEW)
r.,
A -._ A
,
POINTS A 31101JLD 9E HIGHER THAN POINT B.
DRAINAGE:WAY INSTALLAION
WPONT EL VATION)
SF - SILT FENCE
rft•'�tiav
*� Ya
s
.r
OF - OUTLET PROTECTION
TEMPORARY SEEDING PLANT INUTERIALS, SEEDING RATES, AND DAM
SEEDING RATE
NOR-IV
5oUTIP
5�tt
t3
AC X 67' CY ., 40 CY
_ SF _ -- - --- -CY
6815
. Q 5
I,a ..,.
PLANT
SPECIES
31t 5f1 $its
JI5 3n 911
cHARAcrm.srric5
+� A two nz
b m b
UStT a15 tY /1 -
� b w
Alle 9.71 111!5
41.0
CATS s . 1CQ she. I N. '. .
bu i�
X
X
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w�a t e . )
aorl� !hm $Olio.
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i W, Ivp co 40 IN..
7-5 tbr.
X
-
X
X
X
tiro Px Sao fall 4mataar, wiaec
( jImA2}
cM lea than 50 Ax.)
cover. T,kra9ca wid MA bw
4ER.MAN MIadAC
60 Fbs.
sQixnx. a Fb.
-
x
-
x
Warm -steam amwi. ok3 9 &d
'Ialadb' -.
frca. May ho 400 w wwu
A480.
AN24UAL RYWRAW
60 M*
1'A lta.
X
-
X
x
x
Ltay be ." • Yn tmacs. Wlta
1 gYjd- tiwuwl
mrnn out of mrAatamA,.
WEENNO
15 V
5'ho
x
• -
x
,
1Yust scaaas ptrsmw.,Mlay
LQVEGRASS.
NW.L Tokrax bs, dry $WM
iElsfSrtllik `ttYYW
tad sold, la wlM wilt. Nq 6a
asklcd 19 VjAA
KOREAN
3516x.
e}+pox. IA.
x
x
Y
x
-
warm saaaop ac" uttu x
a.WEDEW
tti9.
Tden -U. MSy b.
" Northem Piedmont amt Mountain legion, See Plates 21.22 -I and 122 -2.
b Southem Piedmont and Cwstal Plain,
° May be used as a oover crop with spring wooing,
d May be used as a Cover Crop with W salting..:
X atay i>e planted between these slates,
Slay m be planted betwan thew dates.
TS - TEMPORARY SEEDING
SEDIMENT TRAP #1 SUMMARY
TOTAL STORAGE REQUIRED: 0.60 AC X 134 CY= 80 CY
_-
-
DRY STORAGE REQUIRED 0.60
CONTOUR DEPTH (FT.)
AC X 67' CY ., 40 CY
_ SF _ -- - --- -CY
6815
. Q 5
I,a ..,.
862 16.0
.•...
7411 .. 27.4
0.0
DRY STORAGE PROVIDED:
43
WET STORAGE REQUIRED: 0.60 AC X 67 CY = 40 CY
CONTOUR DEPTH (FT•) ( SF CY
682 _.........
681
680.... ....
1..:0?..
10
Q;5
w 520.. .......... 19 3
,w
�, 422 15.6
331 611
WET STORAGE PROVIDED:
41.0
TOTAL STORAGE PROVIDED'.
84
CMt3HNKMCN I: = bb4•.bU
STONE OUTLET = 683.50
ANHOLD
ASSOCIATES
SITE DESIGN
LANDSCAPE ARCHITECTURE
8311 ROCKFISH GA P T RNPK
GREENWOOD, VA 22943
434- 882 -3420
ANHOLDLA. COM
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5 -23 -13
DAVID T. ANHOLD
CERTIFICATE No. v
000311
LANDSCt,.VV, v
4/1/13 BID DOC.
Revision:
Al 5/17/2013
Scale
AS NOTED
Sheet Title:
EROSION & SEDIMENT
CONTROL DETAILS
Sheet No.:
ES -3