HomeMy WebLinkAbout58-01 59-01 Erosion Control Planr
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PROP05ED R/W
SEASONAL SOIL PR TECTION CHART
5TAWLIZATION
PRACTICE
JAN.
FE6.
MAR.
APR.
MAY
JUNE
JULY
AUG.
SEPT.
OCT.
NOV.
DEC.
PERMANENT
5EEDING
A
911 ///
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/I�•
DORMANT
SEEDING
5
TEMPORARY
SEEDING
C
D
E/
A = KENTUCKY 6LUEGRA55 100 LDS. /ACRE; CREEPING RED FESCUE 100 L155. /ACRE; HYDR05EEDED
6 = KENTUCKY 5LUEGRA55 120 L65. /ACRE; CREEPING RED FESCUE 120 L654ACRE; HYDR05EEDED
C = SPRING OATS 5 6U5HEL5 /ACRE
D = WHEAT OR RYE 2 DU5HEL5 /ACRE
E = ANNUAL RYEGRA55 40 L65. /ACRE ( 1 Lb /1000 5Q. FT. )
* /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR 5EPTEMbER
NON WOVEN SPACE PO5T5 PER
GEOTEXTILE r y
FABRIC I RECOMNENDAUTIONS
FILTER FA6RIC I
I
FLOW.I
I
WIRE
WOOD P05T
NOTE:
POSTS SHALL HAVE A MINIMUM LENGTH OF
9G INCHES P US
SHALL bE WOOD, STEEL, OR SYNTHETIC, AND
I i I II I j �= I. •:. l DE OF SUFFICIENT STRENGTH TO RE515T DAMAGE
III f I tl III =III
DURING INSTALLATION AND TO SUPPORT APPLIED
FADRIC SHALL DE A WOVEN GEOTEXTILE FADRIC
EXTEND FADRIC -III —I 1 III— CON515TING OF STRONG, ROT RESISTANT,
WIRE TO 4" BELOW -I I I- MATERIALS RE515TANT TO DETERIORATION FROM
SURFACE _I I (— ULTRAVIOLET AND HEAT EXPOSURE.
51LT FENCE CONSTRUCTION
NOT TO SCALE
WOOD STAKE'
METAL RE6AR
SAND BAGS
` DRAIN
GRATE
STRAW DALES TIGHTLY
STACKED OR OFFSET
CORNERS AS SHOWN
GRAVEL
bACKFILL
NOTES:
\ \ o 1. 5ANDbAG5, OF EITHER BURLAP OR WOVEN
LE55 THAN
ASHBROOK SUBDIVISION GEOTEXTILE FADRIC, ARE FILLED WITH GRAVEL, 5% SLOPE
LAYERED AND PACKED TIGHTLY
2. bAG5 SHALL bE LAYERED 2 OR 3 HIGH NOTES:
ZONED 'S -2' 5. LEAVE ONE 5ANDbAG GAP IN THE TOP ROW 1. DROP INLET SEDIMENT 6ARRIER5 ARE TO DE
\\ TO PROVIDE A SPILLWAY FOR OVERFLOW. USED FOR SMALL, NEARLY LEVEL DRAINAGE
4. 5ANDbAG9 TO DE USED AFTER PAVEMENT 15 AREAS. (LE59 THAN 5 %)
ass) ; INSTALLED. PRIOR TO PAVEMENT INSTALLATION, 2. EMBED THE DALES 4" (100mm) INTO THE
, -e- -- - - STRAW BALE PROTECTION TO bE USED. 901E AND OFFSET CORNERS / T OR ERS OR PLACE DALE5
WITH ENDS TIGHTLY ADUTING. GRAVEL bACKFILL
1' /' S. SANDBAGS SHALL DE PLACED AND MAINTAINED
AROUND NEWLY CONSTRUCTED DRAINAGE STRUCTURES WILL PREVENT EROSION OR FLOW AROUND THE
\ TO PREVENT 51LT AND DEbR15 FROM ENTERING DOWNSTREAM DALES•
QK/ » w / �9 �,p?1 n % DRAINAGE FACILITIES DURING ALL CONSTRUCTION AND 3, THE TOP OF THE STRUCTURE (PONDING
C / �` \\\ �' \�� I _____ -- - - - - -i SHALL REMAIN IN PLACE UNTIL 51TE WORK 15 COMPLETED. HEIGHT) MUST bE WELL DELOW THE GROUND
GRA55 PAVE TO bE1N3TALk� ELEVATION DOWNSLOPE TO PREVENT RUNOFF
\
O D � FOR EMERGENCY ACCE55 `� FROM bYPA551NG THE INLET. EXCAVATION OF
Z B- 3 / \ �� \ \\ \ -- /� \ v C A bA51N ADJACENT TO THE DROP INLET OR
\ \ \\ ;/ \ A TEMPORARY DIKE ON THE DOWN5LOPE OF
/ / THE STRUCTURE MAY bE NECESSARY.
NOT TO SCALE
DISTANCE DEFINED
n / / / \ \\ tic ' \ \ 3 DY D.O.T. REQUIREMENT
/ �\ \ ,' // \ �% , °� �' ' ``\'` / TO ENSURE GRAI SS
GROWTH IF NOT
§ / �9�
rx
/,/ I, UNDER PAVEMENT
s
- --- --- —
/ ���� \ ', \ \ - - - - ' �� h \\ `, T, CURB -
EDGE OF PAVEMENT.
/ / ; / ,' .• \ GUTTER OR IM R STRUCTURE
/ , �. 'S ILA _ . • �•F•'�. ... :;.• ::;
IN THE PUBLIC RIGHT-OF-WAY - '�:�•���:t'r'. ?,;�;`; %.�.•::.`� "•:
Jffl
/)0 i affil i i I i - '� `, \ \ , s.: .; ! r:::' 'i;'' :,,: ' v ... , f •; MIN. 12
5 � IF WITHIN OF 9DPE OF IF NOT WITHIN 5' EDGE
PAVEMENT USE b BORROW ,±; >• ; " is "`; PAVEMENT USE "OD'� BORROW
i ;; rJ,:' 'Ktf '�' COMPACTED TO 90% STANDARD
EQUIV. GRANULAR MATERIAL Dc ` «a ..., , .,
8a COMPACTED TO 95% STANDARD
PROCTOR DENSITY TO 1/6 OF
` \ \ PROCTOR DENSITY FOR ENTIRE '`. "':'` ' ' PIPE DIAMETER AND REGULAR
G \ \ \ `\ \ \ ` \ • �h , ` \ • \ `, TRENCH bACKFILL ;,'' , ;';;`.: 1 /6 be bACKFILL TO TOP OF TRENCH
rh
` \' / ` \ ` \` \ 898 \ \ \ \ `, \ `, `� NOTE•
i ♦ ALL INITIAL 6AGKFI�L 5MA6.L
N\
', \\ \' \ LEGEND bE INSTALLED IN G TO 12
/ ' \\ 1' \ \ \ \ k- OUTSIDE DIAMETER bALANCED LIFTS.
1 8- , \ \ D• INSIDE DIAMETER A MINIMUM 9 OF CLEARANCE 11 1 8 / SHALL bE PROVIDED ON EACH
X / { `,`� �► \ d- DEPTH OF BEDDING 910E OF THE INSTALLED PIPE.
/ 11 » Oil, dirt) �� \ m� ` MATERIAL BELOW PIPE
\ \
/ r ` ' \ \ DEPTH OF BEDDING
S � / i �, v4 GET SITE �` �' ' \ \ ` MATERIAL BELOW PIPE
OD / i ' `UNDER ONSTRUCTI6M� `�� �\ , ` ��� \ `:'ti''.
/ i \k \
ZON
W
N
D
d (MIN)
27" ! SMALLER
b
30' TO GO'
4
60 4 LARGER
76
REINFORCM C C
L NOT TO SCALE
WRAW-DALE INLET . 0 E Ol
NOT TO SCALE
PLAN
SEE STRUCTURE DATA
TABLE FOR TYPE OF CASTING
r' 0
2" DIA. PIPE W
OUTLET PIPE
r�
5" DIA. PIPE
a� a:
W
Z
J�� ` • ao
CLA55 "A" CONC.
5ECTION
INLET 9 N N
NOTE: NOT TO SCALE
ONLY PRE -CAST OR POURED IN PLACE PERMITTED
ATINTI
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others ) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1 -800- 382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
0' 20' 40'
SCALE: 1"=20'
PROPOSED LEGEND
889 — PROP05ED CONTOURS
TOP OF CURb TC 888.50 PROPOSED CURD ELEVATIONS
bOTTOM OF CURB BC 888.00
888.65 PROP05ED SPOT ELEVATION'S
■ 5F ■ SILT FENCE
0 SAND BAGS
EROSION CONTROL NOTES
1. LAND ALTERATION WHICH 5TRIP5 THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL bE DONE IN
A WAY THAT WILL MINIMIZE EROSION.
2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL
ORDINANCES THAT APPLY,
5. THIS PLAN SHALL NOT DE CONSIDERED ALL INCLU51VE
PRECAUCONTRACTOR I T VENT 501L TAKE ALL LEAVING
THE SITE,
4. ADDITIONAL ER05ION AND "SEDIMENT CONTROL MEASURES
WILL bE INSTALLED IF DEEMED NECE55ARY DY ON SITE
INSPECTION.
5. SEDIMENT LADEN WATER SHALL bE DETAINED BY
ER05ION CONTROL PRACTICES AS NEEDED TO MINIMIZE
SEDIMENTATION IN THE RECEIVING STREAM. NO STORM
WATER SHALL DE D15CHARGED FROM THE 51TE IN A MANNER
THAT CAUSES EROSION AT THE POINT of DISCHARGE.
G. WASTES AND UNUSED BUILDING MATERIALS SHALL
NOT DE ALLOWED TO bE CARRIED FROM THE 51TE 6Y
STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES
AND UNUSED DUILDING MATERIALS 15 REQUIRED.
7. SEDIMENT 6EING TRACKED ONTO PUDLIC OR PRIVATE
ROADWAYS SHALL bE MINIMIZED. CLEARING OF ACCUM-
ULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH
WATER. CLEARED SEDIMENT SHALL bE RETURNED TO THE
51TE FOR DISPOSAL.
S. 501L WHICH HAS ACCUMULATED NEXT TO ER05ION CONTROL
DEVICES SHALL DE COLLECTED AND RE- DI5TRIDUTED ON
51TE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK,
9, IF INSTALLATION OF STORM DRAINAGE 5Y5TEM SHOULD bE
INTERRUPTED DY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL
6E COVERED WITH FILTER FA6RIC.
10. ALL EX15TING STRUCTURES, FENCING, TREES AND ETC. WITHIN
CONSTRUCTION AREA SHALL bE REMOVED AND DI5PO5kD OF OFF
SITE. 6URNING 15 NOT ALLOWED ON SITE.
SCHEDULE OF EARTHWORK ACTIVITIES:
a. THE DURATION OF TIME WHICH AN AREA REMAINS
EXP05ED SHALL bE KEPT TO A PRACTICAL MINIMUM. THE
AREA SHALL DE 5TADILIZED AS SOON AS P055115LE.
TEMPORARY VEGETATION OR MULCHING SHALL bE USED
TO PROTECT EXP05ED AREAS IF PERMANENT VEGETATION
CANNOT DE SEEDED WITHIN 14 DAYS OR ACTIVITY
CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED by
THE ENGINEER.
b. TOPSOIL REPLACEMENT' SHALL TAKE PLACE FROM
MARCH 1 TO OCTODER 51. STOCKPILE TOP501L AT ALL
OTHER TIMES OF THE YEAR. PERMANENT AND FINAL
VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES
SHALL bE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL
GRADING OR AS SOON AS P05516LE.
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No.
* 19900549
STALE CF ✓�
TIFIED BY
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DATE:
04/20/01
DRAWN BY:
PED
CHWD BY:
AF
JOB NO.
IN2001.0191
REVISIONS
1 C M OMACKS 06 /06 /01
D RE -ISbUE 09/26/01
SHEET NO.
C3.1