HomeMy WebLinkAbout692-16 EROSION CONTROL NOTES LEGEND: EROSION CONTROL 7.
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1. IN CASE OF EMERGENCY CALL STAN STAFFORD (RESPONSIBLE PERSON)
AT (909)208-1893 (24 kUll PHONE NUMBER). CONSTRUCTION SITE PERIMETER
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NEWLY PLANTED.OWNER/CONTRACTOR TO ..........
2. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL DELINEATE ALL NEWLY PLANTED AREAS uJ .......... .................................
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AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. ...... ...
ON THIS EXHIBIT ........ .................
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RCE NO.. EXP. DATE EROSION CONTROL BLANKET/TACKIFIER/ .................................
BONDED FIBER MATRIX (BFM)TO BE INSTALLED X ..................
%! ......... ----- -- ----- ------ N AVE .11
3. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING ALL DISTURBED AREA. (METHOD/PRODUCT t' 1. ............
THE RAINY SEASON,OCTOBER 15 THROUGH APRIL 15. NECESSARY MATERIALS SHALL BE z........................... .............__.... ...................
ON w
TO BE DETERMINED BY OWNER/CONTRACTOR)
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AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL SILT FENCE/GRAVEL BAG/FIBER ROLL (METHOD/
PRODUCT TO BE DETERMINED BY OWNER/CONTRACTOR)
MEASURES WHEN RAIN IS IMMINENT.
4. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE .............
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APPROVAL OF THE CITY ENGINEER. GRAVEL BAGS ...........
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5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT --------- ............ ......... ...................
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AY WHEN THE FIVE DAY RAIN PROBABILITY FO
RECAST THE END OF EACH WORKING D
EXCEEDS 40 PERCENT. 077 IX-Ir 7
STABILIZED CONSTRUCTION ENTRANCE/EXIT ION
6. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS (CONTRACTOR TO DELINEATE ALL CONSTRUCT
(Cl
AND DESILTING BASINS.ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED ENTRANCE/EXIT ON THIS EXHIBIT)
DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.
7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT ................
PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH
EXCEEDS TWO FEET OR CREATES A HAZARDOUS CONDITION. .................... ..........
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SEE SHEET 18
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CAUTIONI LOCATION OF EXISTING UTILITIES ON 30 is 0 30 60 90
THESE PLANS ARE APPROXIMATE AND
SHALL BE VERIFIED BY CONTRACTOR
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PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1'� 30'
a c SEAL
REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR UNAUTHORIZED CHANGES. CITY OF LAKE ELSINORE SHEET
L BENCH MARK: ENG]lsd�G C0M 0 COMPLIANCE WITH THE APPROPRIATE WICK PA,�N CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 16
CITY OF LAKE ELSINORE BM 8-95-56 DIG Ai - CONDITIONS OF DEVELOP GRADING PLANS OF E
RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE
CITY AND STATE LAWS. LANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED
DESCRIPTION: CHISELED SQUARE BARRY J. COWANCOW 3
ON TOP OF CURB,ELEV = 1274.91 - FOUND ACCEPTABLE.
0 CAM No. C46568 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR
LOCATION: FROM THE APPROXIMATE SCALE: LAKE ELSINORE MARKET PLACE SHEETS
BEFORE 8
INTERSECTION OF COLLIER AVENUE YOU DIG! xo.6�30�07 -FILE NO.
0 0 AND CENTRAL AVENUE 66 FEET PREPARED UNDER THE DIRECTION OF:
SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 a CIVIL
>1 UNDERGROUND SERVICE ALERT DATE OF C -.;5 1.3/0 5 DATE-. EROSION CONTROL
4 AND NORTHWESTERLY 32 FEET TO Cal at least 2 working days prior to excovatIng. KEN SEUMALO RCE.No.56915
CHISELED SQUARE ON TOP OF CURB DESIGNED BY: OB DRAWN BY; DB CHECKED BY: BJC CITY ENGINEER BARRY J rOWAI,RCE 'C46568 (EXP.6-30-07) DATE
T I -MAR-2005 JN 14502
OPPOSITE
FIRE HYDRANT
I - PLOT DATES 01