HomeMy WebLinkAboutWPO201800013 Plan - VSMP 2019-09-26CHAIN LINK FENCE WITH ONE
LAYER OF FILTER FABRIC ATTACHED TO IT
ELEVATION VIEW
2.5" DIA.
METAL FENCE POSTS
CHAIN LINK FENCE -
FILTER FABRIC -
43,�, 42"
39"
42"
ggg""" UNDISTDRBED
�A GROUND
EMBED FILTER
(NDFABRIC 3"
INTO GROUND
LAY FILTER FIN BOTTOM OF 3
WIDE TRENCft
SS >x xx
SECTION VIEW
FENCING
Chain link fence shall be 39" above grade with 3" embedded
for a total fabric width of 42". The post shall be 42"
above grade with 30" placed below grade (without concrete)
for a total length of 72".
NOTES
1. Chain link fence shall be fastened securely to fence posts with wire ties.
2. Filter fabric shall be fastened securely to chain link fence with ties spaced
horizontally 24" at the top and midsection.
3. Physical properties of the filter fabric shall conform
to the latest edition of THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK.
4. When two sectiolls of filter fabric adjoin each other, they shall be
overlapped by 6 .
5. Maintenance shall be performed as needed and material shall be removed when
sediment build-up reaches 50% of the height of the super silt fence.
SUPER SILT FENCE
N, T.S.
ADAPTED FROM FAIRFAX COUNTY PUBLIC FACILITIES MANUAL
GutterBuddyTM General Specification
1.0 Description
1.1 This work shall consist of furnishing, placing, maintaining and removing the GutterBuddrm
sediment control device as directed by the engineer and as shown on the contract drawings
2.0 Material:
2.1 GutterBuddr
The GutterBuddyT" shall be synthetic filter manufactured from recycled synthetic fibers.
2.1.1 The GutterBuddy:rm will be manufactured to be 9" in diameter and are available in 4', G, 8', 10',
12', 14' and 16' lengths and a minimum of twenty-four (24) inches longer than the curb inlet
opening. This will allow for sufficient length to cover the inlet with twelve (12) inches beyond
the inlet on both ends.
3.0 Construction Sequence
3.1 General
3.1.1. Install the GutterBuddyr"' in front of the curb inlet opening. Each end of the GutterBuddyTM
should overlap the curb inlet approximately 12".
3.1.2 The GutterBuddy"I should be cleaned if a visual inspection shows silt and debris build up
around the GutterBuddr.
3.1.3 To remove the GutterBuddyT"', lift out of the opening.
3.1.4 The GutterBuddy"I is reusable. Once the construction project is complete and it is no longer
needed for sediment control, remove, clean and store out of the sunlight until needed on
the next project.
3.1.5 Ponding is likely if sediment is not removed regularfy. Inspection of GutterBuddyTM should be
on a regular basis and immediately after major rain events.
4.0 Basis of Payment
4.1 The payment for any GutterBuddr used during the construction is to be included in the bid
of the overall erosion and sediment control plan and priced by the linearfoot.
LET'S GET IT DONE
S00.448.3636
a ate nvi ronmenta I. m m
SIMILAR PRODUCTS IN THIS FAMILY:
GUTTERGATOR GurrEREEL
L� i
NOTE: APPLICANT REQUESTS TO INSTALL GUTTER BUDDY INLET PROTECTION PER THE ABOVE MANUFACTURERS
SPECIFICATIONS. GUTTER BUDDY'S TO BE LOCATED AS SHOWN IN EROSION AND SEDIMENT CONTROL PLANS.
Curb Inlet
\ \mac
Minimum 1 foot overlap
GUTTERgJO
� y
GUTTERBUDDY®Curb Inlet
Drain Filters
PROJECT:
CITY:
DR. BY:
STATE:
DATE:
DR. NO:
1992 3.32 .
TABLE 3.32-E
QUALITY OF SEED*
Minimum Seed Minimum
Purity f o] Germination (0/b
Lezurnes
Crownvetch
98
fi 5
Uspedeza, Korean
97
85""
Lespedeza, Sericea
98
85**
Grasses
Bluegrass, Kentucky
97
85
Fescue, Tall (Improved,
Turf -Type Cultivars)
98
85
Fescue, Tall (Ky-31)
97
85
Fescue, Red
98
85
Redtop
94
80
Reed Canarygrass
98
80
Perennial Ryegrass
98
90
Weeping Lovegrass
98
87
Annuals
Annual Ryegrass
97
90
German Millet
98
85
Oats
98
80
Cereal Rye
98
85
* Seed containing prohibited or restricted noxious weeds
should not be accepted.
Seed should not contain in excess
of U.517o weed seed.
To calculate percent pure,
live seed, multiply germination times
purity and divide by 100.
Example: Ky-31 Tall Fescue with a germination of
85 percent and a purity of
97 percent.
97 x 85 = 8245. 8245 100 = 82.45 percent pure live seed.
" Includes "hard seed"
III - 311
TABLE 3.31-C
TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES
SEEDING RATE
NORTHa
SOUTH6
PLANT
SPECIES
311
5/1
8115
2115
511
911
CHARACTERISTICS
Acre
1000 ft2
to
to
to
to
Ie
t0
4,130
8I15
1111
4130
9/1
11l15
OATS
3 bu. {up to IDO lbs.,
2 lbs.
X
X
Use spring varieties (e.g., Noble),
Avena saliva)
not less than 50 lbs.)
RYE'
2 bu. (up to 110 lbs.,
2.5 lbs.
X
x
X
X
Use For late fail seedings, winter
(Secale Cereale
not Iess then 50 lbs.)
cover. Tolerates cold and low
moisture.
GERMAN MILLET
5o lbs.
eppmx. i 36.
X
X
-
Warm -season annual. Dies at first
Safaris italics]
frost. May be added to summer
mixes.
ANNUAL RYEGRAS5`
60 lbs.
I1A lbs.
X
-
X
X
X
May be added in mixes- Will
(L❑liam multi-tlorem}
mow out of most SLUWS.
WEEPING
15 lbs.
51h ❑is.
X
X
warm -season perannial. May
LOVEGRASS
bunch. Tolerates hat, dry slopes
Era rostis urvula
and acid. infertile sails. May be
added to mixes.
KOREAN
25 Ibs,
approx.. 114
X
X
X
X
-
Warm season annual legume.
LESPEDEZA`
lbs.
Tolerates acid soils. May be
fI.es[>P-ctexa stioulacea}
added to mixes.
a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2.
b Southern Piedmont and Coastal Plain.
May be used as a cover crop with spring seeding.
III May be used as a cover crop with fall seeding.
X May be planted between these dates.
May > be planted between these dates_
PIPE OUTLET CONDITIONS
318-1
A A
3d0
da
PIPE OUTLET TO
FLAT AREA WITH NO
DEFINED CHANNEL
PLAN VIEW
La
0%->
- d
SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED
FOR ENTIRE PERIMETER
A
A 3da(MIN.)
da
PIPE OUTLET TO
WELL DEFINED
CHANNEL
PLAN VIEW
La
0%
d
SECTION A -A I�
FILTER CLOTH KEY IN 6"-9"; RECOMMENDED
NOTES: FOR ENTIRE PERIMETER
1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES.
SOURCE: VA. DSWC
-------------------------
'2�''- - -----' P
I / ` ----
i
6B'---------------
'36
STEP 1: BUILD
- PERMANENT PLASTIC i
---------------- ------ _ _ ; LINED STREAM '
_ _ (� .� .� I 'DIVERSION AND `.
SSF vIP MAINTAIN THROUGH
I TEMPORARY [PIPE TO
_ -
\ X STlvl G 352.75 T - - -�,� - - - THE EXISTING 24" - -
t \ I STEEL CASING PIPE. - - - - - -
-� I \ T02 DAM PROPOSED - }
3------ I - N.
�58 ---- --- _ )0
STM--------', ( )( XX
i 1
A30 11CW354
O I ��
w - _ 356 RR STM G 351.75
A40 r r�
\ -- - 358---I
J, 0 � � W w i
STEP 2: DAM STREAM OR PUMP
AROUND TO INSTALL TEMPORARY
PIPE. JOIN TO EXISTING CULVERT
CROSSING WITH CONCRETE _
\� \ COLLAR OR REINFORCED
UNIVERSAL COUPLER BAND.
0
1 EX. EDGE - - -
15+00 �r��-__-_-
OF PAVEMENT _
`` ----- ��--------------�"'--- ---___ STONE AND MORTAR
HEADWAtL
IDTH-
TW 360.00 \ �� UNKNOWN W TBR
BW 358.00 =� PROP. GUARDRAIL' \ -16+00 �-
- / STEP 5' CUT EXISTING �� ---
\
FENCING AND ARMORING PLAE
3 38T 2
DRIP LINE
SNOW FEN
BOARD FEI
..- METHODS OF TREE FENCING
NCE
TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING
SOURCE: VA DSWC
- SIC
1
- 358 "
30" CMP AND INSTALL ---
15" LOW FLOW BYPASS
LINE TO LEVEL
SPREADER
-- 30" CUP W 24" STEEL -
SLEEVE 1NV OUT.- _
__=349.03' _
TW350.32
BW 348.42 -- -----
J54 --- OP
r, saR sn 1
G 348.58
7
?OLF
LEVEL SPIIREf E
n
8" SPREADER LIB I
II
n /
�+ 3' STONE LAYER r �
I SF TREE LINE
I /
I I
I
_ � 1
t
-----------
i'
goo
�
--------------------------------------------------------
--------------
'-------
-- -W�_W -W
. I
1
I
30" CUP W 24" STtLL ;
INV 1N= 350.17' ;
LI =
------- __
----- - STEP 4: FINALIZE AND TRANSFER _________ -
STREAM TO PERMANENT PIPE ------------- _____
-----------------
__ _ RUN. PLACE TEMP. PIPE OUT OF ----------------`-
SERVICE WITH FLOWABLE FILL '-----------------------------
PER VDOT DESIGN STANDARD PP-1
' 17+00
STEP 3: INSTALL EMBANKMENT IN THE
DRY, INSTALL REALIGNMENT OF
PERMANENT PIPE RUN MAINTAINING
PLANNED ELEVATIONS AND
�] STRUCTURES. TRAFFIC SHIFT AFTER
}/�} ------ WIDENING COMPLETION. - - -
_BT=
-- -- -- x---------- --------�----------a- --
'------ X
------------------------
0.0
0.0--
-,1 -x-- -----
--
-------
TW 355.90
BW 349.50
135o.o
135S S
F
RApW35
---
TYPICAL ]E&S STREAM CROSSING DETAIL
SCALE 1" = 20'
LIMITS OF DISTURBANCE
3.18 OUTLET PROTECTION QP ^
SSF
SUPER SILT FENCE $$ XX 3.19 RIP RAP RR
3.07 STORM DRAIN INLET PROTECTION IP 3.31 TEMPORARY SEEDING TS TS
3.08 CULVERT INLET PROTECTION CIP 3.38 TREE PRESERVATION TP TP
AND PROTECTION
i1Yi1�11��111�]i1:�:��1:�1'�11° [��T/i1�I�1C�T►`19[I]\�111� 010:�0�1
SOURCE: VA. DSWC
4.5' min.
Compacted Soil
PLATE 3.09-1
20 10 5 0 20
1 "= 20'
APPROVED
by the Albemarle County
Community Development Department
Date 9/26/19
File WP0201800013
GENERAL NOTES:
1. CONTRACTOR TO UTILIZE THIS TYPICAL DETAIL FOR ALL STORM CULVERT
CROSSINGS ON POLO GROUNDS, HOWEVER IF FURTHER DIRECTION IS
NEEDED, CONTRACTOR TO CONTACT ENGINEER PRIOR TO CONSTRUCTION.
2. IN ADDITION TO THIS EXHIBIT, CONTRACTOR TO FOLLOW GENERAL E&S
PRACTICES, AS OUTLINED BY PREVIOUSLY APPROVED VSMP PLAN FOR POLO
GROUNDS ROAD AND BY DIRECTION OF ALBEMARLE COUNTY INSPECTOR.
3. A PLASTIC LINED CLEAN WATER DIVERSION TO BE UTILIZED TO CHANNELIZE
WATER FROM EXISTING STREAMS INTO TEMPORARY DIVERSION PIPE.
4. AREA OF CLEARING AND GRADING TO BE WRAPPED IN SUPER SILT FENCE,
WITH EXTRA PROTECTION AT LOW CONCENTRATED AREAS BY THE
INSTALLATION OF RIP RAP.
5. ANY STREAM IMPACTS INVOLVING THE PROPOSED PERMANENT CULVERT
PIPES, AND TEMPORARY DIVERSION PIPES, SHALL BE INCLUDED IN THE
OVERALL GENERAL STREAM PERMIT.
6. TREE PROTECTION TO BE ADDED TO PRESERVE THE EXISTING TREELINE.
7. TEMPORARY SEEDING SHALL BE ADDED IF DENUDED AREA IS LEFT
UNTOUCHED AFTER 7 DAYS, OR AT THE DISCRETION OF THE ALBEMARLE
COUNTY INSPECTOR.
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REVISIONS
REV
DATE
COMMENT
BY
1
6/11/18
COUNTY COMMENTS
ADB
2
9/4/18
COUNTY COMMENTS
RTY
3
9/27/18
FOR APPROVAL
RTY
4
1/30/19
STORM REVISIONS
RTY
5
9/5/19
TREAM CROSSING REV
RTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: JOC
CHECKED BY: RTY
DATE: 12/15/17
SCALE:
CAD I.D.: 0
00
PROJECT: VIRGINIA
STORMWA"][°ER
MANAGEMENT
PLAN
FOR
J1D3]I}�OrjOKHI L�jjL GOAD
J1dV J1 JL Jl l® V 1, A� 1AN�
PLAN PHASE I
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD AND
STATE ROUTE 643
POLO GROUNDS RD
ALBEMARLE COUNTY, VA
00
� G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
TT
v MN YAUGER _P
.p Lic. No. 0402056625
�0.t� 9/5/19
;1$1�1%a NAL ,
SHEET TITLE:
SHEET NUMBER:
(DIESEL evaluation failed)