20030661 Ver 2_Site Plan_20120117

m
E
0
00
fl)
co
7
0
ral
GENERAL NOTES
1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH CURRENT CHATHAM COUNTY AND NCDENR
STANDARDS AND SPECIFICATIONS.
2. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION.
3. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE
AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE
TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND
SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREE IS COMPLETE. NO STORAGE OF
MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED AREA.
ANNE C. FOSTER
DS 1509 PG 755
PARCEL: 80901
PIN: 0702-75-4672
ZONE: R-1
Z
POND
REMEDIATION SEQUENCE (RS)
1. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING, PRIOR TO BEGINNING WORK, WITH THE OWNER'S
REPRESENTATIVE, ENGINEER, NCDENR, AND CHATHAM COUNTY.
2. OBTAIN ALL REQUIRED PERMITS PRIOR TO BEGINNING WORK. PERMITS INCLUDE, BUT ARE NOT LIMITED TO, LAND
DISTURBING PERMIT AND 401 WATER QUALITY CERTIFICATION, STORMWATER CONSTRUCTION GENERAL PERMIT,
AND 404 PERMIT.
3. COMPLETE DEMOLITION AS SHOWN ON SHEET C-1.0.
4. NCDENR-DWQ REQUIRES THAT ANY WORK IN OR ADJACENT TO THE STREAM WATERS BE CONDUCTED IN A DRY
WORK AREA. CONTRACTOR SHALL FOLLOW BY-PASS PUMPING STEPS AS SHOWN ON THIS SHEET PRIOR TO ANY
WORK WITHIN THE STREAM,
5. CULVERTS ARE TO BE BURIED SUCH THAT EXISTING STREAM BED IS LOCATED AT 20% OF THE PIPE DIAMETER. THE
42" RCP WILL BE REQUIRED TO BE LOWERED TO ACHIEVE THE REQUIRED DEPTH. SEE SHEET C-2.0 FOR REVISED
INVERTS.
6. INSTALL PRECAST END WALLS AS SHOWN AND PER DETAIL ON SHEET D-1.0 OF THE EROSION CONTROL PLANS.
7. AT THIS POINT, CONTRACTOR SHALL REMOVE SEDIMENT ACCUMULATION, BY HAND LABOR ONLY, LOCATED WITHIN
THE STREAM AT DEPTHS SHOWN ON C-2.0. CARE SHOULD BE TAKEN NOT TO REMOVE MATERIAL BELOW THE
SEDIMENT DEPTH. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSEUNG OF THE SEDIMENT PROPERLY.
8. STABILIZED SLOPES WITH SEEDING AND JUTE NETTING AND INSTALL PERMANENT OUTLET DISSIPATERS. OUTLET
DISSIPATERS SHALL EXTEND TO TOP OF BANK.
9. WHEN CONSTRUCTION IS COMPLETE CALL NCDENR AND CHATHAM COUNTY FOR A FINAL INSPECTION.
SHI LUI & JING ZHANG
DB 1486 PG 297
PARCEL: 80902 /Z
PIN: 0702-75-0615
ZONE: R-1
4
LL
of
u-
110
g
A. . ....... .. .
50 BUFFER
M
' o
t" \"o-
io
2 14
vvi'
0 0
0
NA,
o'
m
)iW
"h
V%b a i a I
1. SET UP BYPASS PUMPS, DEWATERING DEVICE, AND TEMPORARY PIPING AS SHOWN ON PLANS. PLACE OUTLET OF
TEMPORARY PIPE TO MINIMIZE EROSION AT DISCHARGE SITE OR PROVIDE TEMPORARY ENERGY DISSIPATER
MEASURES. FIRMLY ANCHOR PUMP AND PIPING.
2. CONSTRUCT OUTLET PROTECTION IF NEEDED.
3. INSTALL PLYWOOD INLET PROTECTION AND CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREAS TO
IMPOUND WATER FOR BY-PASS PUMP INTAKE. USE A FLOATING INTAKE FOR PUMPS WHERE POSSIBLE.
4. CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM TO ISOLATE THE WORK AREA.
5. CHECK OPERATION OF PUMP AND PIPING SYSTEM.
6. UPON COMPLETION OF CONSTRUCTION, REMOVE IMPERVIOUS DIKES, BY-PASS PUMPS, PLYWOOD INLET
PROTECTION, AND TEMPORARY PIPE.
MAINTENANCE:
• ROUTINELY INSPECT BY-PASS PUMP AND TEMPORARY PIPING TO ENSURE PROPER OPERATION.
• INSPECT IMPERVIOUS DIKE FOR LEAKS AND REPAIR ANY DAMAGES.
• INSPECT DISCHARGE POINT FOR EROSION.
• ENSURE FLOW IS ADEQUATELY DIVERTED THROUGH PIPE.
AMERICAN
COURT
V
------- ' JOANNE G. & HARLOD WOODARD .. . ........ ...
o'
50, FFE
0
DB 1203 PG 491
28,
PARCEL: 80674
PIN: 0702-75-3103
'SEPTIC FIELD_..
ZONE: R-1 5
k..... .. .... .... . ... .......
2
. ....... .. . ...
............... ......
276
------- OUTLET
. ... . ..... .... . ....... — — __ -
777777�­'
..... ..... . ...... PROTECTION
.... . ... .. . ....... ......
. .. . ...... .....
OUTLET #1
.. . ..... .... . . .. ......
TEMPORARY PLYWOOD
ti
.. ..... . INV=268.28'
PIPE INLET PROTECTION
. .. . . ......... . .. . ?�/IZ 0 ASD=.85'
lo
.. ...... ....... . . 3
7
INV=268,99'
6
(6C
270--,
Q P_
A REENED)-
LOWER 42" RC SCREEN TO BE
UNITED STATES OF AMERIC\A ' I ':' ':" � __:" , "'__ ""-, It "
. . . ......... MWE =270,28'
DBOPGO "TI51910'bkARY ASD=.50'
/ , REMOVED FROM
1C ET INV. IN TO 264.
. . .... AbU=.4U
END OF PIPE
. ... . .......
_5Ed IMPERVIOUS DIKE
PARCEL: 77726 � 3 " Ok
... . ....... ... --- ---
27� 272 PRECASfAETAI 1p ALL'.' ------
95'
N. 0725-08-1236 -275—-
V
-4 .... . ... ....... ... . . ............. . . 32'59,05,,
19, ..... ...... ------ TOP OF WALL ELEV. 27�,.5 5'x 5' EX. BOX
0
7",
""u", (SEE DETAIL ON SHEET D-1.0 OF
11 ASD=.70' CULVERT
?o
ZONE:UNZONED
.......... O PLANS) 27' ASD=.75'
7�
7
. . . . . ... ....... .......
OUTLET
0
4-
REMOVESEDIMLNI lU PROTECTION
Z ® 'f a:
m DEPTHS SHOWN ON THE ti
STREAM AND BUFFER 'IMPACT
x
?
-- ---- MAP C-2.0 (SEE RS NOTE 6)
TEMPORARY )P OF BANK
z q
0 IMPERVIOUS
m F BA
DIKE ........... {TEMPORARY
ASD PUMP
ENERGY ASD=.25'
DISSIPATER
TEMPORARY
ASD=.45'
TEMPORARY
OUTLET #20
-,-.TQp LOWER 42" RCP
OEA6NK
---- --- - TEMPORARY DISCHARGE INV. OUT TO 263.55
---- HOSE
TOP OF DEWATERING DEVICE TEMPORARY zol
REMOVE SEDIMENT TO DISCHARGE sr +
';' lz 4'
DEPTHS SHOWN ON THE HOSE 0
STREAM AND BUFFER IMPACT lb - V
MAP C-2.0 (SEE RS NOTE 6) N C'
R�
N44'16'16"W
533.92'
JOHN R DELAFIELD & MARTHA J GILLIS MICHAEL D AND ALEXIA M. JOYCE
DB 545 PG 234 DB 1343 PG 544
PARCEL: 66856 PARCEL: 80672
PIN: 0702-64-3879 PIN: 0702-64-8860
ZONE: R-1 ZONE: R-1
PROPOSED CONCRETE PRECAST
PUMP RETAINING WALL.
TOP OF WALL ELEV. 273.5
(SEE DETAIL ON SHEET D-1.0 OF
EROSION CONTROL PLANS)
GRAPHIC SCALE
( IN FEET )
I inch = 30 ft.
lk
uj
m LL �
-z o) uj
Gi 0
UJ
uj <0
LLJ
Lu
!It
Z
z
_r > M Ld
< 6� >
z
< V)
in
Z
uj uj
o" ui
ul >
oil- 0 x
z z 0 < D
LJ 0 (n
0 < Ch
LLJ fa. U
LJ M
Ld
x L'i m m
CD W 0 0 0 C)
w 0 w w or Ld � z
CL Lt 0 CL 0- IL CL CL <
LL' N
0
z
0
0
O
Cl
Lli z
F-
z
D
0
cl:
[it
a.
Q
w
ti
w
m
no
DRAWING
SHEET
v
PROJECT NUMBER
183-11
ti
\'X•
Lo
U3
U) ff)
0.
Li
Z
z
_r > M Ld
< 6� >
z
< V)
in
Z
uj uj
o" ui
ul >
oil- 0 x
z z 0 < D
LJ 0 (n
0 < Ch
LLJ fa. U
LJ M
Ld
x L'i m m
CD W 0 0 0 C)
w 0 w w or Ld � z
CL Lt 0 CL 0- IL CL CL <
LL' N
0
z
0
0
O
Cl
Lli z
F-
z
D
0
cl:
[it
a.
Q
w
ti
w
m
no
DRAWING
SHEET
v
PROJECT NUMBER
183-11

v
v'n
H �
Z
70000 co
m= -,--1
= =ZDm
= CA 0 O
-V -n
• H
nD OO
y>
� i
CA H
0
z ;
0
j > z
Z 0 Z
171
171 =
C
c oo m Cn
00 r Z >
M v z
->a a °n
�r v
m R1 r v
n D
C
r� z
G N 0
M Z
C
r
M
SHEET 1 O 3
838.Q1
v
v rn
H �
�Cn00
ro„�°►CA
Hz—I =D
=0Zym
=000
zF, -0 r_-n
c� =7Dz
. DDy
cn f I,
cn H i
O C
Z
j >Z
cn Z C'i z
P" O
= v ~
�J a M
C. Co
00
=M z
-o.oaD
M r v
m 0
'n
C? D
C
o <� Z
N
�mN_n
M Z
N >�
r
177
SHEET 3 OF 3
838.01
•
C
0
0
0
U
c
0
U
W
E
Q
0
0
N
i
co
i
i
0
0
1 I
I I I I
[[ - - II I
PLAN
G M G
i I I i I I I
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
SLOPE AS INDICATED ON PLANS
PLACE GROOVE OR
BELL END OF PIPE 9 /
TO FACE OF WALL
\ S
2 p 6,-
30_\ CONC.
\ PIPE #4 -BARS
io F O 12„
B
FOOTING
(IF CONST. JOINT IS USED) DOWEL
END ELEVATION BAR - "X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
USING CONCRETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOG.
DIA.
15"
18"
24„
30"
36„
42"
48"
15"
18"
24"
30"
36"
42"
48"
1 21/4"
BARS
"X"
"X"
"X„
"X"
"X"
"X"
Y*
"X„
Y*
"X"
"X„
"X"
rrXn
rrXn
"X,r
Y*
"X„
Y*
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
QTY.
2' -8"
5' -6"
4 %'
1 11112"
11' -0"
3.4
5' -0"
1
1
2
2
2
2
3
G
Q TY.
2
2
3
3
4'
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
_ 9
14
14
19 1
55
65
1 12
1 121
19
1 19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
Y03
M
L
YD3
15"
3' -3"
V -8"
2' -9"
1 21/4"
91x2"
5'-6"
0.7
2' -2"
7' -8"
1.0
18"
3' -7"
1' -10"
3' -2"
212"
10"
6' -4"
1.0
2' -7"
8' -11"
1.3
24"
4, -2"
2' -1"
4' -0"
3"
10"
8' -0"
1.5
3' -5"
11' -5"
2.0
30"
5' -0"
2' -6"
4' -7"
41/4„
111x2"
9' -2"
2.3
4' -3"
13' -5"
3.1
36"
5' -8"
2' -8"
5' -6"
4 %'
1 11112"
11' -0"
3.4
5' -0"
16' -0"
4.5
42"
6' -2"
3' -1"
6' -4"
51/14"
111/2"
12' -8"
4.5
5'-10"
18'-6"
6.0
48"
6' -9"
3' -5"
7' -2"
531A"
111/2"
14' -4"
6.0
6' -8"
*SEE SHEET 3
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1 ".
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
B14 �` •
A
1.5' MIN. BEYOND BANK OF SLOPE
CLASS B
EROSION CONTROL
STONE
24" MAX.
FILTER FABRIC AT CENTER
SECTION A -A 1
STONE SHALL BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTTING AROUND THE DAM.
NTS
z
oCn
LL IH- Q
00c,) Z
LLJ LL
0 Z
QU00,O-,
F_
CAI= - U
tr
ZOH
a H
LU 0
, o
1j
c � �
O M �
CA o
0 .! W
CL
0 3
LU 0
co LU
v
V) _
F-q Z 0 -z Z
LLI T
�8
838.01
Z
0 0
Q
Q
H cc:
o=CCDDSz
Z
Uj avOC °CD
H
U)1 --U_ 0_j
ooU)Q
z , > Cr
CL H
j
LL
U
e
W
U_ H Y
0 >
Q rn
o ,
e! Uj LU
°c H
Q -co
J d
Cl) 141
_ W
Z Z LO
T
t�
�i • rr
aiL il�ll-
Ij!r�Irri `r!I�rr���•I err
yrri rrn. r.. ei,r
1 -. rjr,Il�rir oirr�
v r� ri ri ei rr
! ! ! • reiro i•`i �rti i��i�o`` j�ei ��o ��rr
r!i�i'i�i � �r - ti <.�iti i!`,��i!iroi,!�:+��i•.`���i trir
4,i %i`ei!` �i•!� <i!�4.•� �i`!s /%i %r1•�� ��i''i` r� `i oi` �i � ?i f!` %� ri` rr
' ?, rrr/ rr <, rr•ir r, N,r rrr, r. ,��ri,frri�,� r ✓ rrr <i,!� <i,!� <i,� P
s.._�. <. !.<[, fq•,��• rr •rrr <. • �r� rrr •'ro'. ?S �� <.
i! _,- - t[- r <ir�ri `rri • � <i �r <i; Sri 'rrr `rri <r
-
<i`yroiZ
i •' ai!oi`��`i`��oi ���i`�rti` ��ri s�i!i,fro �,r.
1= 11 -11.
I �Ial.�i.11 :. pi` ?i!�riei�r�rir`r �eiei. r�i weir �oi� ei�eiee�
6/i ✓rG2 /i -ii _..- .._.._.._,._.._ „_ ^ICS
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6” (inches).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
A
W1 PIPE
(3 x D) D
A
W2
(L + D)
SECTION 'A -A'
FABRIC
OUTLET
• •
illl������������ ■
d
RIP RAP
(!n)
(in)
(ft)
(ft)
(ft)
1
36
30
30"
CLASS 2
23
2
42
35
*
30"
CLASS 2
23
" EXTENDED PAD WIDTH TO TOP OF BANK
OUTLET PRONTEC"70%N
(-rvp) NTS
MIN. 10 GA
LINE WIRES
791
IIII I
• •
illl������������ ■
■11111
1111111441
.. �
��.��..� 0
0- W
W�°M1.1IIII�
;1 %
%% %
%i O
ON "
*-4 N�
!
"Z14
MIN. 12 -1/2 GA.
INTERMEDIATE
WIRES
g3 /GRADE
llll
STEEL POST
WOVEN WIRE FABRIC IS ALWAYS REQUIRED
FOR REPAIR OF SILT FENCE FAILURES,
SILT FENCE GEOTEXTILE FABRIC
USE No. 57 WASHED STONE. FOR
ANCHOR WHEN SILT FENCE IS
PROTECTING CATCH BASIN. IN EACH
o
CASE THE SILT FENCE IS TO BE I = $ FILL SLOPE
PROPERLY ENTRENCHED & THE STONE
SHALL BE AT A MINIMUM OF 16" ABOVE ?
GRADE AT THE DIRECTION OF FLOW &
BETWEEN 60 - 45 DEGREES. M _ GRADE
NOTES:
6" MIN. COVER*
�I 111- OVER SKIRT
- END OF SILT FENCE SHOULD BE TURNED UPHILL `1' mm ANCOR SKIRT AS
- SEE N.C. STATE DENR PRACTICE STANDARDS D RDS &SPECIFICATIONS 11111 fffll DIRECTED BY ENGINEER.
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; °= =_
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW 11 {I(= f fill
SHALL NOT RUN PARRALLEL WITH THE TOE OF THE FENCE).
SIDE VIEW
MAINTENANCE:
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the neat rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
properly stabilized.
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
90' MIN.
SEDIMENT ON SITE BUT SUFFICIENT TO KEEP
Coo
00
�0
0000 L 0130 oor , C60 0 00
QO
o10 �a a ccL
cQc
yr
0000 ° cap;, 25' OR FULL WIDTH
Z rQ ° °, 2" - 3" STONE TO BE USED � OF PROPOSED STREET
N 0 c, o ( SURGE STONE OR 00 OR ENTRANCE,
Ix O °0` Q RAILROAD BALAST) WHICHEVER IS
w 0000 a� a s GREATER.
00000 °ac a acaca°r a08 � °
a ra r� 0 0
Cam 0 0 0 0 l� 00 0,
EXISTING ROADWAY 75' MIN:
6"
c> �
�-
- FABRIC UNDER STONE
CROSS SECTION
NEW CONSTRUCTION
15' MIN.
°�c'�OUC 00 ' °rya ca
12" MIN.
ra � c> <a
,
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH
STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY
1
1i
1 '
W
10-
� csa
C6
COr-
m L6
N '� 'g _
@"
a�U
C� 1 LU
LU t 00 M
ex L
I■ 7
• O to
:U7 Lr)
=y:o �® 2:
W�U71111110
V)
O Z
U
J
Z W
Q
U Z Z
Z W
J J
S
O h
F- ,J W
O
W
LU
Q
z > w
<0 V)
W W
0
0 of rL J
Z 0
Q� " W W WW
W
j _ - 3T_ 0m
7 Q ww �w
X w
� <
CL D_ acs CL
1
=.
. ►
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
90' MIN.
SEDIMENT ON SITE BUT SUFFICIENT TO KEEP
Coo
00
�0
0000 L 0130 oor , C60 0 00
QO
o10 �a a ccL
cQc
yr
0000 ° cap;, 25' OR FULL WIDTH
Z rQ ° °, 2" - 3" STONE TO BE USED � OF PROPOSED STREET
N 0 c, o ( SURGE STONE OR 00 OR ENTRANCE,
Ix O °0` Q RAILROAD BALAST) WHICHEVER IS
w 0000 a� a s GREATER.
00000 °ac a acaca°r a08 � °
a ra r� 0 0
Cam 0 0 0 0 l� 00 0,
EXISTING ROADWAY 75' MIN:
6"
c> �
�-
- FABRIC UNDER STONE
CROSS SECTION
NEW CONSTRUCTION
15' MIN.
°�c'�OUC 00 ' °rya ca
12" MIN.
ra � c> <a
,
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH
STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY
1
1i
1 '
W
10-
� csa
C6
COr-
m L6
N '� 'g _
@"
a�U
C� 1 LU
LU t 00 M
ex L
I■ 7
• O to
:U7 Lr)
=y:o �® 2:
W�U71111110
V)
O Z
U
J
Z W
Q
U Z Z
Z W
J J
S
O h
F- ,J W
O
W
LU
Q
z > w
<0 V)
W W
0
0 of rL J
Z 0
Q� " W W WW
W
j _ - 3T_ 0m
7 Q ww �w
X w
� <
CL D_ acs CL
1
=.
. ►
EXISTING ROADWAY 75' MIN:
6"
c> �
�-
- FABRIC UNDER STONE
CROSS SECTION
NEW CONSTRUCTION
15' MIN.
°�c'�OUC 00 ' °rya ca
12" MIN.
ra � c> <a
,
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH
STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY
1
1i
1 '
W
10-
� csa
C6
COr-
m L6
N '� 'g _
@"
a�U
C� 1 LU
LU t 00 M
ex L
I■ 7
• O to
:U7 Lr)
=y:o �® 2:
W�U71111110
V)
O Z
U
J
Z W
Q
U Z Z
Z W
J J
S
O h
F- ,J W
O
W
LU
Q
z > w
<0 V)
W W
0
0 of rL J
Z 0
Q� " W W WW
W
j _ - 3T_ 0m
7 Q ww �w
X w
� <
CL D_ acs CL
1
=.
. ►
z > w
<0 V)
W W
0
0 of rL J
Z 0
Q� " W W WW
W
j _ - 3T_ 0m
7 Q ww �w
X w
� <
CL D_ acs CL
1
=.
. ►