HomeMy WebLinkAboutSDP201600022 Plan - Approved Minor Amendment 2016-06-2111
[;..510 w ki rim 1 0 1 k I . 0
SITE DATA:
ENGINEER: TIMMONS GROUP
919 2ND ST. S.E.
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
CRAIG.KOTARSKI@TIMMONS.COM
TAX MAP PARCEL: 60-78A
PREVIOUS SITE PLANS: MAJOR SITE PLAN AMENDMENT (SDP200700115), MINOR SITE
PLAN AMENDMENT (SDP200700152 & SDP201000056)
LIMITS OF DISTURBANCE: 0.94 ACRES
ZONING: RA
SETBACKS: FRONT: 75 FT (EXISTING PUBLIC ROADS)
SIDE: 25 FT
REAR: 35 FT
MAGISTERIAL DISTRICT: JACK JOUETT
SOURCE TOPOGRAPHY: TIMMONS GROUP, FEB 2016
DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTN ET
BUILDING AREA: 8,190 SF
BUILDING HEIGHT: 15'
PROPOSED USES: PRE -FABRICATED TRAILER FOR ADDITIONAL CLASS SPACE
IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.29 ACRES
WETLAND IMPACTS: NONE
WATER SUPPLY: ACSA
DRAINAGE DISTRICT: SOUTH FORK RIVANNA RIVER
THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.
SITE WORK
MINOR SITE PLAN AMENDMENT
COUNTY OF ALBEMARLE, VIRGINIA
JACK JOUETT DISTRICT
3/28/2016
VICINITY MAP
SCALE 1" : 2000'
OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 MCINTIRE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LETTERI
TELEPHONE: (434) 975-9340
FAX: (434) 975-9341
ENGINEER OF RECORD:
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: 434-964-7148
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C0.1
OVERALL MAP
C1.0
NOTES & DETAILS
C2.0
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C2.1
EROSION & SEDIMENT CONTROL PLAN
C3.0
SITE PLAN
C4.0
STORMWATER MANAGEMENT PLAN
C5.0
EXISTING UTILITY PROFILES
L1.0
LANDSCAPE PLAN
TOTAL = 9 SHEETS
Submittal Type
Reviewed and Approved by the
Co��aitr C� p ent Department
Date (p
File#_SDF 20[46WZZ-- Ne1^04__
�y a4xjwk
S,•�e Tla^ Ae.-A# dmt.n"f
f
C�
U CI: IG bV. OTARSICI
Lic. No. 0-1 2048507
E
0
N =
O
a, E
N E
W N 4.1
Q
Q � N
O E
d
J O
J
dUj
> ' N
U W U
z _ M
� 0
j � w
2
0)L °'q
�M
N
d'
J
w
H
u;
0
(D
D
O
0
w
w_
U
Q
z
O
cn
M
O
z
0
a
U
U)
W
z
0
� w
� �0
W U W
O U O
U Q U
oaa
j j
W W W
ko �0 ko
H � �
W
~ N O
� try 1p �o
O O O
DATE
03128116
DRAWN BY
J. WILSON
DESIGNED BY
J. WILSON
CHECKED BY
C. KOTARSKI
SCALE
N/A
0
LU
I —I
U)
L.L.
W
J
H/
L.L.
0<
OL
oC
oC
u) w LU
Q 0
U o U
J �
Q z
z0
0
H
F_
Q
U
Z)
0
W
W
J
m
0
Q
JOB NO.
99999
SHEET NO.
C0.0
z
... .. .....
7 ,
....... ..... .
..........
...........
I'll .. ..... ......... .
Av
..................
..... .....
... . .......
jj
TM 160E-2 . . . .. .. ........ ..
GEORGETOWN GREEN HOME HOA
7 0 INYP
/ / "1 1,; PRESENT USE: RESIDENTIAL
1 t
d,
TMP 60-70Y
KENDAL DAVID B OR TETIANA
ZONED:RA
PRESENT USE: RESIDENTIAL
TMP 60-70X
TERRY, SHERWIN H JR OR ELIZABETH M
ZONED: RA
TMP 60-70M1 PRESENT USE: RESIDENTIAL TMP 60-76D1
TMP 60-77A2 COOPER, JAMES M OR V SHAMIM MITCHELL, DAVID G OR FOREST S'
ROBINSON, DANIEL A JR & SUSAN R ZONED:RA TMP 60-70M ZONED:RA
THOMPSON ZONED:RA PRESENT USE: RESIDENTIAL PRESENT USE: RESIDENTIAL
ABIDIN, MARY LOUISE
PRESENT USE: VACANT 1 7 ZONED:RA
PRESENT USE: RESIDENTIAL
. . ........
4", 0V TMP 60-76D
STOKE, CHARLES B OR SUE S
............ . .. . .. ZONED: RA
PRESENT USE: VACANT
7
N.
..........
_4
.. . .........
....... . ...
... ... . . ......
0 .............
X,
1 10
C3
3
if
. .... ....... ..
....... . .......
....... ........
� ......... .
...........
.. .........
__
f I
....... . . . ...........
....... . ......... ..........
...... . ...
TMP 60-80DI
VIRGINIA DEPT OF TRANSPORTATION
TMP 60-80C1 t TMP 60-80C
(ROW) COMMONWEALTH OF VIRGINIA WYANT, ADAM C & MARY L
ZONED: RA ZONED:RA 1 ZONED:RA
PRESENT USE: VACANT PRESENT USE: RESIDENTIAL I PRESENT USE: VACANT
If i
TMP 60-79 ------
WYANT, MARY L & ADAM C
ZONED:RA
PRESENT USE: RESIDENTIAL
TMP 44-34C
........ ...
SLUTZKY, DAVID OR MELISSA
ZONED:RA
PRESENT USE: RESIDENTIAL
. . . .. ........
- — - ----------- ----------
LJ
L....... ......... .........
.... . . ... .....
..........
........ . ...............
..... ... ..
j-
va
m6;) Ak
. ...........
J
.......... ...
...... . . . . .
. ..... I 1V
. ....... . .........
"A . . .. ..
f J
TMP 60-77
VIRGINIA DEPT OF TRANSPORTATION
. . . .......... ......... ..... .. . .. .. ... . ..... . ...
ZONED:RA
.... ........
PRESENT USE: VACANT
3
cQ
OD
z
SCALE 1"=200' i / X
260' 4/00'
, T14
CT.WGW J. KaFARSK15
Lic, !Nfo. 0402048507
A (o (o
o"
L/i
cy_
0
:c
L)
:D
0
Lu
uj
u
0
U)
cr_1
0
►:3
IT14
DATE
03128116
DRAWN BY
J. WILSON
DESIGNED BY
J. WILSON
CHECKED BY
C. KOTARSKI
SCALE
1 = 200'
0
u
D
r)
Lu
Lu
0
7
30B NO.
99999
SHEET NO.
Co. 1
L
GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED
WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER
ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE
OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER,
BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT.
5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I
LD-94 (D) 121.13.
6. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN
ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR
GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
7. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL
SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON
ALL UNITS.
8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS
9. OTHERWISE NOTED.
10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED
PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A
LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE
CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN
ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER
IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE
APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN,
CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE
FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY
REQUIRED BY THE DEVELOPMENT.
12. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND
CABLE TV SERVICE TRUNK LINES. (N/A)
13. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND
SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
14. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO
REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY.
15. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE
REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT
STANDARDS AND SPECIFICATIONS.
16. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
17. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR
DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO
PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
18. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF
REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
19. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED
PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
20. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL
MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND
BRIDGE STANDARDS.
21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL
COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE,
AND ICC/ANSI A117.1-03.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE
ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (H0RIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE (PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
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.
LUMINAIRE SCHEDULE
FIXTURE
QUANTITYT
LUMENS
MODEL EL1
4
1,125
February 6, 2013
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE
START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR
SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A 3.5 FEET
OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND
WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE,
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -
LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,
2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
d4-
NOT
NO
DUAL SERVICE
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
1/8 BEND COl
" ^ IMPRESSION x 3/4" MALE PIPE COUPLING
PPROVW EQUAL
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
zFL
'" ^OMPRESSSIION x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
41ETER IS NOT PROVIDED.
3RADE
=TER
)X
OPPERSErTER
:TER
AS
NECESSARY
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
N TS
FIG. W-6A
TD-10
5'
CURB TRANSITION DETAIL
No Scale
• '>.:nG: �%> :; ,: £ � :{y,��r%r'< is
is
Nadel EL1
Impact Resistant Entry Light
EELP • 2b77 Neshaminy Interpiex Dr.KOR A, Suite 102, rrevose, PA 19053 • Phone: 80C-490-4496 • Fax: 877-634-6887 • swrwceelp.net
Specifications and dimensions subject to change without notice. EL1 1e082015
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4". -
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET. /
MAIN LINE
2' MIN I n 1
SALT
/ TREATED
FINISHED GROUND -� MARKER
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-31
1.5" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
2.5" INTERMEDIATE BASE COURSE - BM25.0
"TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
6" TYPE 21 B AGGREGATE BASE COURSE
/��\/��\/�� j/��\/��\/��\/��\/�� jam• COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
/
COMPACTED SUBGRADE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
4" 21-B STONE
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
�j�
4..
a.
% - 4" 3,000 PSI AIR -ENTRAINED
/ CONCRETE
COMPACTED SUBGRADE 4" TYPE 21B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
T_
4" MIN.
_6 - 6"
COMPACTED
SUBGRADE
NAV
CONC CURB AND GUTTER CLASS 3A,
(fc=3,000 PSI) CONCRETE
1":1'
a a
4
C 4 4 a 711
a
4 'a 4
4 a
.. 4 a, 4
a .
a
vz
2'
-0"
CONTINUE 21 B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG-6 CURB & GUTTER
No Scale
q_, "
a 0�''�
z
C-) KOTATiSKI c/
tli31i7" Vb J. N"•
Lic. -No. 04020118507
P, G A
0
v
N 0
0
�E
N E
w N a+
U 3
a U.
U.
LU 0 d" ri "
d J p DD
w iJ•I L
> N
(DW U�
z - M
3: G t'"r
�j�w
o a rn�
V N tD
Ln
3:
� N
J
w
z
O
a
U
U)
w
0
oUj
�
W
Ca
W
U
W
O
O
U
U
¢
U
W
W
W
4
0
Qw
www
Q�
CK
Q�
o
�o
ko
Lu
0)
`,o
N
o
"
0
Ln
�
ko
0(Zo0
DATE
03128116
DRAWN BY
J. WILSON
DESIGNED BY
J. WILSON
CHECKED BY
C. KOTARSKI
SCALE
N/A
0
W
H
)
Ljj
i..L.
J
H
ce 0 <
J
0
0/ H
,�clL Q
Vl < W
U7 LLI Q
Qm
_j a oZ5
o U U-)
W
0
Q z �--
zUz
0
H
Q
0 U
0
IEW
J
MH
W
0
U
70B NO.
99999
I� SHEET NO.
/J117� c1 . 0
0
T
as
m �
�0
aD�
2
C
z
0
a�
E o
B c
�N
1 U
D
c
n 3
Z w
D Cn
2i 0-
axi
`o
rC)
Q�
2 '�
Q 0)
0 c
_2
(0 :2
U N
c
aW 0
O U
w
�N
c0 0
.N.. U
�oc
E -�
�
V �
O 6
0
0
w�
U
O C
N
O U
0 i
O N
16 0
N O
0 V
!V
Q�
L
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THIS PROJECT INVOLVES THE CONSTRUCTION OF A TEMPORY TRAILER TO BE USED AS CLASSROOMS AT ALBEMARLE COUNTY
HIGH SCHOOL, LIMITS OF DISTURBANCE IS 0.94 ACRES.
ADJACENT PROPERTY
THE SITE IS BOUNDED BY LAMBS LN TO THE NORTH, THE BUS DROP OFF AREA TO THE EAST, ALBEMARLE COUNTY HIGH
SCHOOL TO THE SOUTH, AND AN ATHELETIC FIELD TO THE WEST.
EXISTING SITE CONDITIONS
THE SITE IS CURRENTLY VACANT. HOWEVER IT HAS BEEN USED AS A LOCATION FOR TEMPORARY TRAILERS IN THE PAST
OFF -SITE AREAS
NO OFF -SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT.
CRITICAL EROSION AREAS
NO CRITICAL EROSION AREAS EXIST ON SITE. ALL SLOPES GREATER 3:1 SHALL BE STABILIZED WITH BLANKETS AND MATTING.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED
TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION.
STORMWATER RUNOFF CONSIDERATIONS
STORMWATER QUALITY REQUIREMENTS ARE BEING MET THROUGH A REDU
CTION IN IMPERVIOUS AREA. CHANNEL AND FLOOD
PROTECTION REQUIREMENTS ARE BEING SATISFIED THROUGH A REDUCTION IN IMPERVIOUS AREA.
STORMWATER RUNOFF CONSIDERATIONS
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE
CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS.
SOILS DESCRIPTION:
21B - CULPEPER FINE SANDY LOAM - 2 TO 7 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, HYDROLOGIC
SOIL GROUP B.
21C - CULPEPER FINE SANDY LOAM - 7 TO 15 PERCENT SLOPES, 40 TO 79 INCHES TO RESTRICTIVE FEATURES, HYDROLOGIC
SOIL GROUP B.
88-UDORTHENTS, LOAMY - MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, HYDROLOGIC SOIL GROUP B/C.
5 I KUC, I UKAL NKAU I lUt:b:
1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE
LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT
CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY
MOTOR VEHICLES OR RUNOFF.
2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIEMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH
MINIMAL GRADES TO FILTER SETTLEMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PRPOSE IS TO PREVENT
SEDIMENT FROM LEAVING THE SITE.
3, DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR
SEDIMENT CONTROL
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 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 THAT MAINTAINS LATERAL SUPPORT, OR
ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
STRUCTURES/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 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.
FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 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.
MOVEMENT 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR
CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50%
VEGETATIVE PRACTICES: OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY
1. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR
SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 20, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE
2. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION
SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY, CONTROL INSPECTOR.
21, THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTTHIN 1 YEAR OF THE DATE OF APPROVAL.
MANAGEMENT STRATEGIES (WATER PROTECTION ORDINANCE SECTION 17-204G.)
1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE
INSTALLATION. THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)
2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. GENERAL EROSION AND SEDIMENT CONTROL NOTES:
3 ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE F OM DOWNS
R TREAM CONVEYANCES IN ORDER TO MINIMIZE
PERIMETER CONTROLS.
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO
ES-1:
COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.
PERMANENT STABILIZATION
ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY
FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED
ES-2:
TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS
THAN 3:1, FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE
3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING
ES-3:
OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.
SEQUENCE OF INSTALLATION
ES-4:
PHASE I (SEE SHEET C3.2)
1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR CONTRACTOR OWNER,
Q , 0 ER, AND
ES-5:
ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARING LIMITS MUST BE
FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE.
2. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE.
3. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN.
ES-6:
4. ROUGH GRADE PROJECT AREA.
5. SEED ALL DENUDED AREAS PER VESCH STANDARDS.
PHASE II (SEE SHEET C3.3)
ES-7:
1. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL
GRADE IS ACHIEVED.
ES-8:
2. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. SILT
FENCE MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION.
ES-9:
3, ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN
BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR.
UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST
EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND
EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN,
PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING,
OR LAND DISTURBANCE.
MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES.
PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION
CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY
FOR REVIEW AND ACCEPTANCE.
PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE)
ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT.
DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE.
INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
IMMEDIATELY.
MTNTMI IM CTANIfIADnC-
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH
THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE
TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS 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.
MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE
PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A
GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
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.
MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
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 25-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.
MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.
SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION
SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
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,
MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
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.
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.
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. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF
CAUSEWAYS AND COFFERDAMS, EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
NONERODIBLE COVER MATERIALS.
MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY
SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL
SHALL BE PROVIDED.
MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
WATERCOURSES SHALL BE MET.
MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE
WATERCOURSE IS COMPLETED,
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 MAY 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 OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE
EROSION AND PROMOTE STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
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 SURFACE 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.
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.
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 STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, CHAPTER 8 PAGES 20-24.
70' MIN.
A 3'7I
FILTER 6 M A
CLOTH
EXISTING GROUND SIDE ELEVATION
70' MIN.
1 WASHRACK /
B. /nDTInNiAI � {
12' MIN.A
10,
MIN
-5:1 EXISTING
y PAVEMENT
MOUNTABLE BERM
(OPTIONAL)
10' MIN.
EXISTING
PAVEMENT
VDOT #1 COARSE AGGREGATE B 1 POSITIVE ;;Itf
MIN.
MUST EXTEND FULL WIDTH OF DRAINAGE TO
SEDIMENT
INGRESS AND EGRESS OPERATION
TRAPPING DEVICE
PLAN VIEW
f 12' MIN.
i ���TT"'
MIN.
MIN.
FILTER CLOTH ear -rinni A A
ir-R.-TIFE:
'�•f
SECTIONREINFORCED CON (i)
STONE CONSTRUCTION ENTRANCE
No Scale
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE
I--�I ALONG THE LINE OF STAKES.
6'
FLOW
3. STAPLE FILTER MATERIAL TO STAKES AND
EXTEND IT INTO THE TRENCH.
(i)
� 4"
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FLC
Z5Htt I I'-LUVV IINJ I HLLH I IUIN
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SILT FENCE (W/O WIRE SUPPOR
No Scale
TABLE 3.31-13
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
PLANTING DATES
SEPT. 1 - FEB. 15
FEB. 16 - APR. 30
MAY 1 -AUG. 31
TS
SPECIES
50/50 MIX OF
ANNUALRYEGRASS
(LOLIUM MULTI-FLORUM)
CEREAL (WINTER) RYE
(SECALE CEREALE)
ANNUAL RYEGRASS
(LOLIUM MULTI-FLORUM)
GERMAN MILLET
(SETARIA ITALICA)
RATE (LBS./ACRE)
111
F�3i[Z7
60-100
TEMPORARY SEEDING PLANT MATERIALS
No Scale
50
(H)
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL 175-200 LBS.
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-5%
KENTUCKY BLUEGRASS 0-5%
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE
128 LBS.
RED TOP GRASS
2 LBS.
SEASONAL NURSE CROP *
20 LBS.
150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE
108 LBS.
RED TOP GRASS
2 LBS.
SEASONAL NURSE CROP "
20 LBS.
CROWNVETCH **
20 LBS.
* USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE
** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER
SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.
PS 3.32
PERMANENT SEEDING MIX FOR PIEDMONT AREA
No Scale
"'w CYS.L'14U W J. i'2 UFA S S N'I
Lic.. Nfo. 0402048507
�, :SZOMAI, 5
E
0
V
V)
N �
0
rn EN
W N 41
U > 3
LL ai
u. -
0 LL
C
Lu
m
o¢. J 4,°O
J
d > N
(� W U M
z d.
O cn
�ce LL
oa=�.
V Ln
�-
�m
,-i N
-14
'i M
a-
J
W
F-
fil
U)
z
0
se,
z
O
H
F-
a
U
W
0
z
O
U) w
O I"
C�
OO Q U
0 o a
� � �
DATE
03128116
DRAWN BY
J. WILSON
DESIGNED BY
J. WILSON
CHECKED BY
C. KOTARSKI
SCALE
N/A
L.L.
0
3:
H J
W
U..� Q
H Cd
U)
W
I_
O
0 >z
O -�
oC Lu O
J
0
U) w
QIn z
J 0
Q
U o U
J F-
z z
Lu
z°�
0
H 0
�- W
Q V)
U 06
D z
r) 0
W H
W
O
H
CO W
0
G
Q
JOB NO.
99999
SHEET NO.
C2.0
L
;..
IR
Y ? "•
t tA
vu
R.
,. ,.. < ..... fi
ASP
F ... f
,
:
r� a l777*4
fj) f
f '
/f...
J,
1 � t
tt
J ,
3 r•
f
+. _3%r r• s
J r
r r T.
r. ✓ if'
f � < r j
r J Jn f '�lj
/ !
--- 6;5 --
'rbr:::.6?" J
FIRE DEPARTMENT ACCESS TO
HYDRANT AT ALL TIMES
LIMITS OF DISTURBANCE = 0.94 ACRES
PHASE I
CM
00
Q
z
SCALE V=30'
0 30' 60'
a
�d
l
1.� w,;l..., 4': {:rf : • t'Sf�J l J {f f r
:..
J
l
i er
fly
n
i
s
l t
,
.i.,. ....,.,.... ..,
>f
:n
o„?
J ,t
.3 •Yo
r
{'t d' .,r
J Y i
/ `'0'• '•,.. .. 'iJ, f ; � 'r {J �If s * %✓/:. /Sr ! �f,J .,
m / F
s
A b4
r / SF
MU jt
Ps 5?8
ISOIL T, PE- '" '' / ....•
SOIL AREA DIVIDE.
f J
Alf
SF
r
,✓, i ? `i ' f y L `%/� �f/ if 1 ...,, f .✓
SOIL TYPE: I
/ t 88
J ' F SF
/ i 1
,-�
00
t
J
*,..'' dr jJ
i-..
J` ,• :i%?di1 iJ l f f � t ''; %ff , f t �! tf f`. � "if!i::r Ir,
J
/ / / �. f",r� /l /• S:: �s jib � f f.... if'<i
�'"-•,,.., � .:7e'ti%'!."•1J i'r' F.•"Pe i fi7Ff
1- .—.r
SOIL TYPE:
21B
i
Sf S•'
a
FIRE DEPARTMENT ACCESS TO
HYDRANT AT ALL TIMES
LIMITS OF DISTURBANCE = 0.94 ACRES
PHASE II
0
M
co
0
Q
z
SCALE V=30'
0 30' 60'
f
�a
.Lie. !Nlo. 0402048507
o q
1 tib 'g1
O
V
N =
O
Ql E
N
W N 'P
U 3
Q LPL
Ou.
Lu
rl
Q J CO z
d>�N i-
C> W U o_
M
V
�Q 0 vvi
Q a a�LLJ
LL C]
" ° z
~ �L6LLJ
O�
ui
Oro
Qrl C� cl�
O
_ V) � V)
C7
0 � � �
0 000
W H . .
LLJ N 0) �o
U
o 0 0
z
O
H DATE
03128116
O
DRAWN BY
J. WILSON
. DESIGNED BY
• J. WILSON
• CHECKED BY
• C. KOTARSKI
SCALE
1"=30'
O
IL 3:
V/
lc./
w z
F-1 Q
,Q,�// Q.
F' O
0 < Z
O
LUO
cV)r� W z
Q Q w
_j<�
U o
J r cl
Qz
z W
o
O as
H z
P" O
1--i
U ue)
:D O
0 cl�
w w
w
MH
W
O
G
v)
Z
JOB NO.
99999
G� SHEET NO.
C2.1
L
,... }
. f t }
}
.,,. r f 1 f
,
,
1 f 110
X4
i
�f f
`mil .., :.
r
f%
.....
----- -- ..... ..w
1 / i. �l 1
f�
PRE -DEVELOPED AREA
AREA=..0.�94 ACRES
—
IMPERVIOUS — 0.43 ACRES
t
f
MANAGED TURF (B SOILS) — 0.51 ACRES
i
i
i
fj / t.....
1 / i
i f
f�
i
f..
,
.......... t ,
/ 1 p f i f�✓ .. _ r i s 3
t � ;
/ f f
f
/ PRE —
I L000'' `z-
EVELOPED
SCALE 1"=30'
0 30' 60'
}
j //
l }
. .... . .. ... .. . ,0
3
i ` ` ✓ X
f-' / S,f y ��,3F'S 'wow.. '• l f S fi � ,... ,.... ,,... ,,. :.. ., ... .,
ell-
i l
f
i
a
WATER QUALITY CALCULATIONS
,. POST —DEVELOPED AREA
IX ,AREA 0.9.4' ACRES
IMPERVIOUS = 0.29 ACRES
MANAGED TURF (B SOILS) 0.65 ACRES
1i
;• t
POSTLDEVELOPED
SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET (SEE CALC. BOOK):
TOTAL ON SITE DISTURBED ACREAGE: 0.94 ACRES
PRE -DEVELOPMENT LAND COVER:
0.51 AC TURF (B SOILS)
0.43 AC IMPERVIOUS
POST -DEVELOPMENT LAND COVER:
0.65 AC TURF (B SOILS)
0.29 AC IMPERVIOUS
REQUIRED REMOVAL: 0.00 LB/YR
WATER QUANTITY CALCULATIONS:
PRE DEVELOPMENT
Q1 1.89 CFS, 0.091 ACFT
Q10 5.12 CFS, 0.250 ACFT
Q100 10.03 CFS, 0.504 ACFT
CHANNELPROTECTION:
POST DEVELOPMENT
1.32 CFS, 0.065 ACFT
4.27 CFS, 0.206 ACFT
9.06 CFS, 0.446 ACFT
CHANNEL PROTECTION (ENERGY BALANCE):
<
QDEVELOPED 0'90*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED
OK 1.32 CFS _< 0.90*(1.89 CFS*0.091 AC\FT)/0.065 AC\FT = 2.38 CFS
FLOOD PROTECTION:
POST -DEVELOPED Qja 5 PRE -DEVELOPED Q10
OK 4.27 CFS (POST -DEVELOPED Qjo) s 5.12 CFS (PRE -DEVELOPED Q10)
M
00
Q
z
SCALE 1"=30'
0 30' 60'
�* d
4 t
Lic. 'No. 0402048507
A �0 � '4
L� T
r ,1
E
O
V
N
N =
O
N
E
uj N 4.5
V >
LC u •��-�
C,'—' u a� M
a� o'o O
> N
C7 W U d a
U
�Oc�n� cn
�a m� o
= V �i r�i z ~
ui O W
wow
v/
0 0
vi �0�ell_
0
(.7
0 � � �
2
I-
0 O O O
Lu ti H >ti
L1J Ol O
N O >y
V
Q O O O
z
0
j DATE
0 03128116
} DRAWN BY
J. WILSON
DESIGNED BY i
J. WILSON
CHECKED BY
00 C. KOTARSKI
SCALE
1"=30'
O
Lu
H
U)
1L
W
t—i Z
oC �
� z
p > uj
O LL W
V ) W
<co
J Q
ULL
0
I LU
Q 5 �---
Z 0 <
O ul 3:
H
r)r"
0
U �
:D (f)
uj
LLl
I
1-1
O
G
V )
Z
JOB NO.
99999
)lV•� SHEET NO.
l V C4, 0
L
X �
2 STA 10+00.00 1 STA 13+12.39
TOP 574.78 TOP 569.89 t
INV OUT 561.28 (2-1)
INV IN 560.31 (2-1)
580 580 U Ca�A GIM J. I OTARSK1
L E. No. 040204 507
(o�
E
0
V
V7
585 585 rn
N
¢ U. ai 3
U.
uj O
M
¢ _j tj 00 Z
w H o ui O
9 r°iv I
�r W U 4
z1--� cL
3 0 m uvi
W
a �� o
U) o z
�i `n Z
'�' H
rn
� UW W
Lu
5 OV Q OU
ui
O 8 � u
j > j
W W W
0 0 �
0 50
PROFILE SCALE o
co CC) Lu
w � n rn
= Q N O ti
¢ O O O
9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 zz
EXISTING WATERLINE PROFILE EXISTING SANITARY PROFILE DATE
HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 03/28/16
VERT SCALE: 1"=5 VERT SCALE: 1"=5 p
r DRAWN BY
J. WILSON
• DESIGNED BY
• J. WILSON
SCHECKED BY
• C. KOTARSKI
• • SCALE
O
IL 3:
,H^
v
0 J
H
Q
E- ui
J
H
ce LL
OHO_,
�0/ LL�
V 1 W �H--
Q H
U LL ~
Q z (�
zU
O
U
X
U w�
w
w
i
MH
W •i
O
vl
T �
Q
JOB NO.
99999
SHEET NO.
cs. o
i
i
P
OPOSED
RADE
580
€
i
�
� •�� �„•,�
580
PROPOSED
' DOM
STIC
EXISTING
GROUND
CON
ECTION
SURFACE
575
575
EX. GATE VALVE
EX. FIRE
� HYDRANT
'
ASSEMBLY
EX. GATE VALVE
570
'
570
tf
fF�
k
#
�
J
1
565
565
a� co O
`- 4� °°
M �
575
EXIST
GRO_
SURFACE
NG
ND I
575
J `
PROPOSED GRADE
i
570
s
`'
570
i
s
E
i
i
565
s
I
i
r
565
560
r.--
f
2_
312.39' OF
8'` PVC
@ 0.31%
E
€
€
560
555
1
�
555
i
550
t
550
oOaMo
Oo ��
p� ��
`'o prn
�n
L
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP %3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE PLANTING
TREE CANOPY CALCULATIONS
SITE AREA
QUANTITY
REQUIREMENT
REQUIRED
PROVIDED
22,400 SF
22,400 X 10%
_ (2,240 SF)
10% CANOPY
2,240 SF
2,382SF
-W
ROOT BALL
12 GAUGE GALVANIZED WIRE
�— 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
PLANT
MATERIAL SCHEDULE
QTY
BOTANICAL NAME
COMMON NAME
MINIMUM INSTALLED SIZE
ROOT
REMARKS
TREE CANOPY CALCULATION
6
ACER RUBRUM & CVS
RED MAPLE
1.5"-1.75" CAL.
B&B
LARGE DECIDUOUS TREES
397 X 6 = 2,382 SF
El EI i I t�
STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION
FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD,
GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST
40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO
GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL
CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE
FENCE AS A TREE PROTECTION FENCE.
TP NO SCALE 3.38
TREE PROTECTION
No Scale
County of Albemarle
Conservation Plan Cbeekiist - To be placed on Landscape Plans
(1.1anadbootc, pp 111-284-111.297 for complete specifications)
L The following Items shalt be shown on the 1p.an-
21 Trees to be saved;
EI Limits of clearing (outside dripliate of trees to be savadi;
Ell Locatioa. and typo of protccdvc fenciag,
Grade cftanl c, requiring tree welts or walls;
Pioposed trvnvhing or tunneling beyond the tintits of cleariag,
2. 1�4lu--rk•�in s:-
a:l Aii trees cc be saved shall be rvarkttl wiflt prlut or ribbon ata height clearly visible to equipment operators.
dNo grading shall hzgin until the tree urtrkiag has bteu itt4weted and approved by a.County inspector.
3. Pr Construetlun o cute:
Tr" presecvatiaiu and proteetion.meusures shal be reviewed with t1w contraetorom site.
4. n nt r t0 eralio,5 u arid
9forn e::
fleavg equipult iii r.ht tii?r tt ttfu and sasaxe ofr wutruction matenuts including soil shall not he permitted within the driphnes of frees
to be saved.
5. soll i'rostors'tuft stoicnwaierIi t fit rorffhavue9a-
S'Wh (fevau,a :skull not aftx.vey iy ;alq<:l trees fo be saved,
6. s
ff Ilires:are not permitted within 100 feet of the dripline of ups to be saved.
7. Toxic 1%1arerlats:als shall not be stored within 1 W feet of tbv driplinc oftrees to be saved.
8. .Pir, tetlitie Nestein>.-
CT'
m.., t rswas W izt, teraiued �titltua ESQ fe�•t of u,prc7payed'ouiidinl; or grzfdutg nativity shall be protected by fetleiag.
F,.itcimg 3hoW bt` ill pl tea and ,halt be inspected atxd approved by a County Inspector prior to grading or construction.
9, Tr e Weds:
121vb! a ihr; graend Level must be raised within the dtipliae of a ttee to be saved, a trey: well shall be provided and a eottsttv,tion detail
submitted for appn>vai.
to, T e Walls;:
Whets the ground level must tie lowered wi6n ttte dtipiiao a tree wire sutra a tree wall shall be provid J; and a l-onstructiendetail
subtmiac d for approval.
t 1. Tronching and Tunneiln_n;
bYliCll ITC:il:ir)n� I� rCt11i1CCd 45ttttrni dlz titrnl3 il1�Cleaftng, it sha0 be <fnnc; as far away from the tcurks ot`vees us possible. Tunneling
urldcr a large tftC shall be i oasidered its all alternative When it is anticipated ill tt nt Ces icy r'mmiJlug W_ ill destroy f" Jerrvots,
I W.. {.leunn .
rmtive fencing shalt be the last iterns removed during the tinal Ocanap.
13. 1�• t�t'aged i'rees:
�v Gamagcd trees shalt be treated imritvdiatcly by pnmin$ feifilizativn yr other metltuds rt:contmended by a tree apeclalist.
NUM IT 18 THE 010'"Lf).f'I;Ct'8 RESPONSIBILITY TC3 CONFER wt irtI THE C ONTRACIUr1 ON TREE COzr"Sfi1t;`A rIO'i
REQUIRENIEN1'S,
{�' t ��-
! I7A'fF)
e r Ic r � /01( '`JGT c.
k.
CONTRACT PURCHASER StCxiv i'!'()1Lt (DATE)
5t1 /06 Page 1 of t
s
t
..
;r
11lt
t
3
4111
#
�ls
J.,.r.
I
}
,sa
Y,
— RED MAPLE
i;
'v
4 F JCP
r ...
,......_40
,
}
r
f
;,.
, n
,
t
,
r
r✓~
}
(4) RED MAPLES ` �'., tii ., ✓ 3.7±.✓.�°`2 , ,f
r' �.,.,.., O / t
f 1
Y
r
r +
.� ;.
.1
EXISTING CANOPY't'a` {
l ' 1 `, ✓' .... %"• j � f iL.� i. � � � ..,M f ` kfll F'' / i r f J i i f
,
575it
_........ i f
576
.,l t-- .., •-• f� ��-� � .. � �I
J, Ji ✓ f ,,. .'a ..,. ,,, ... J ...,
t
J
......
' J v
I LI ITS OF WyRK = 22,400 Sr '
f
f "
�r
1 r J i ,( t # f.• j
J i j
r
t t
+/co /
M
00
t)
Q
Z
SCALE 1"=20'
0 20' 40'
U CTWG W J. T<,c7rji.RSKI
Lie. -No. 0/102048507
E
0
U
rn
N =
O
m E
N
W N 't_+
U
Q � aJ
U.
LU° �M
�J o°o
J Lti
L
CK > N
(.7 W U 'q'
z _ r7
�0im�
�Rj=tL
04 0)to = = N
= V V) D
I-
Lr1
* { N
T' M
�t-
W
t--
ZD
0
C7
2
F--
0
W
tl_t
U
z
0
H
0
r
z
0
ii
LU
Lnl'oto
000
DATE
03128116
DRAWN BY
J. WILSON
DESIGNED BY
J. WILSON
CHECKED BY
C. KOTARSKI
SCALE
1"=20'
O
3:
LLI
H
V)
W
U
J
H
1
5-
0 z
p w Q
J a
w IZ
Q m Q
J
—I Q U
U o (1)
J 0
Q z z
z0Q
O
H
Q
U
D
0
W
W
J
HM
W
O
5-
U)
JOB NO.
99999
SHEET NO.
L1.0
L