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CHANNQ LtNINbS UTILIZE STAPLE PATTERN C (`j�� y,
Q D WITH ADDITIONAL 5TAPLE9 ON 91DE 9LOPE5 AT
6 PROJECIED WATER LINE
STAPLE PATTERNS APPLY TO ALL NORTH ANIERICAN GREEN
4:1
D1NG fllE: C: \97\228\97228EC1
PLOT SCALE: 1: 30.000
PLOT ORIGIN: O.LY) � 00
j: � 2, � �: � CNANNEL ER0510N CONTROL DL/►NKET3. STAPLi PATTERNS MAY VARY
LININ6 DEPENDING UPON 501L TYPE AND AVERA�E RAINFALL
gLOPE GRADIENT AT 9LOPE LEN6TFiS GREATER THAN JOO FfET aR WHERE DRAINAGE
OVER LAR� AREA'S 19 DIRECTED ONTO TTiE DLANKETS. STAPLE
PATTERN G 5HOULD DE UTIUZED.
FR0510N CONTROL MAT INSTALLATION GUIDE DETAIL
NOT To SCALE
SPEI.LCHK:
EDIT OATE: 04/17/97
EDITED BY: JMS - S118
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SPACE POSTS PER
MANUFACTURER
RECOMMENDATION 5
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NOTE:
POSTS 5HALL MAVE A MINIMUM LENGTH OF
36 INCHES PLU9 DURIAL DEPTti. P05T MATERIAL
SF1ALL DE WOaD, STEEL. �R SYNTHETIC, ANO SMALL
pE OF SUFPICIENT STRENGTH TO RE515T DAAAAGE
DURING IN5TALLATION AND TO 5UPPORT APPLIED
LDAD9.
FADRIC 5HALL 6E A WOVEN GEDTIXTILE FADRIC
CON9I5TING OF STRONb, ROT RE515TANT,
MATERIAL9 RE919TANT TO DETERIORATION FROM
ULIRAVIOIET AND HEAT EXP05URE
51 LT FEN C E CON STRU CTI ON
NOT TO SCALE
0' 30' 60'
SCALE: 1'= 30'
LE EN D
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EXISTING CONTOUR
PROP05ED CONTOUR
91LT FENCE
SAND BAGS
STRAW BALES
RIPRAP
ER0910N CONTROL 6LANKET
CR09DY 501L TYPE
DROOKSTON 501L TYPE
EROSION CONTROL NOTES:
1. LAND ALTERATION WHICH STRIPS THE LAND OF
VEGETATION, INCLUDING REGRAOING, SHALL BE DONE IN
A WAY THAT WILL MINIMIZE EROSION.
2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL
ORD�NANCES THAT APPLY.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE
AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING
THE SITE.
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE
I N SPECTI ON.
5. SEDIMENT LADEN WATER SHALL BE DETAINED BY
EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE
SEDIMENTATION IN THE RECEIVING STREAM. NO STORM
WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER
THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
6. WASTES AND UNUSED BUILDING MATERIALS SHALL
NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY
STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES
AND UNUSED BUI�DING �IATERIALS IS REQUIRED.
7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE
ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUM-
ULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH
WATER. CLEARED SEDIMENT SNALL BE RETURNED TO THE
SITE FOR DISPOSAL.
8. SOiL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL
DEVICES SHALL BE COLLECTED AND RE-DISTRIBUTED ON
SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE
INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL
BE COVERED WITH FILTER FABRIC.
10. ALL EXISTING STRUC111RES, FENCING, TREES AND ETC., WITHIN
CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF
SITE. BURNING IS � ALLOWED ON SITE.
11. SCHEDULE OF EARTHWORK ACTIVITIES:
a) THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE
AREA SHALL BE STABILIZED AS SOON AS POSSIB�E.
TEMPORARY VEGETATION OR MULCHING SHALL BE USED
TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION
CANNOT BE 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 OCTOBER 31. STOCKPILE TOPS01� 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 POSSIBLE.
0
OO �AND DA69
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DRAINAGE STRUCTUFtE
�FUIMENTATION CONTROL
NOT TO'SCALE
NOTE
9AND DAG5 SHALL DE PI.ACED AND
MAINTAINm AROUND NEWLi CON9TRUCiID
DRAIHA6E 9TRUCNRE9 TO PREVENT
51LT AND DEDRI5 FROM ENTERING
DOWN3TREAM DRAINAGE FAGILITIES
DURIN4 ALL GON`3TRUCTION AND SHALL
RE/NAIN IN PLAGE UNTiI 51TE WORK 15
COM�PIFTFD.
STRAW DALE
5TAKE9
DRAINAGE 3TRUCTURE
3EDIMENTATION GONTROL
NOT TO SCALE
NOTE
5TRAW DALiS _°IHAL� DE PLACm AND
INAINTAINm AROUND NEWLY CON9TRUCTED
DRAINA6E 9TRUC1URE5 To PREVENT
5fLT AND DEDR15 FQOM ENTERING
DO�M�ISTREAM DRAINAGE FACILITIES
DURING ALL CONSTRUCTION AND SHALL
REMAIN IN PLACE UNTII SITE WORK 19
COMPLETED.
BENCHMARK:
CHISELED 'X" IN SOUTHWEST BONNET BOLT
OF FIRE HYDRANT AT NORTHWEST CORNER
OF EAST ADJOINER.
ELEV. = 830.69
CAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PIAN ARE BASED UPON ABOVE GROUND
, EVIDENCE ( induding, but not timited to, manholes, inlets,
! volves, and morks mode upon the ground by others ) AND
, ARE S'PECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH TNERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
�VIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAlD
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FFtEE
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DATE: 04/15/97
SCqLE; 1' = 30'
DRAVNV BY: �.C.S.
CHKb BY: R.R.H.
JOB NO. 97-228
REl/I SIONS
SHEET NO. �
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