1999-6185 G (Plans)In
ENCINITAS FIRE PROTECTION DISTRICT
BY:
COMMUNITY SERVICES DEPARTMENT
DATE: DATE:
REVISIONS I APPROVED I DATE
I
FIi101�%
REFERENCES DATE SCALE COMMUNITY DEVELOPMENT
DESCRIPTION:
HORI Z ONTAL BY:
LOCATION
RECORDED FROM:
VERncAL DATE:
ELEVATION: DATUM:
r�� R. S �y
i o. No.44171
* - Exp. 6/30/01
Asa CIV J\ .Pi
DESIGNED BY I DRAWN BY CHECKED BY
M.O. I M.O. I P.R.S.
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED
DATE. ./D'7h'
PETER SAFI 01 R.C.E. N0. 44171 BY:
EXP 6 -30 -01 DATE:
54862X0J.DWG
OOF
_,
f
14'
BackfilI and compact the
excavated soil.
lit fx:::a.:•. g-
�
Extension of fabric and
wi re into the trench.
Filter Fabric --
��l II III I i
CONSTRUCTION OF A SILT FENCE
DEM& AA ow-- S& T FENCE
NOT TO SCALE
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT
APPROVED MATERIAL STORAGE EXHIBIT FOR ENC /NMAS RANCH
BY: NORTH MESA UPPER PORT /ON)
DATE: /�__ q9 GRADING PERM /T NO -
WORK PROJECT NO. T.M. NO. 99 -074
EROS /ON CONTROL NOTES:
TEMPORARY EROSION CONTROL PR /OR 70 COMPLERON OF f1/14L /MPROWMENTS
SAWL B£ PERFORMED BY TH£ CONTWTOR AS /NDICAMD BELOW
1. IN CASE Ei/ERGEA4CY NAORK LS' REOU/RED, CONTACT %MCA )eOXrGA)
2. GRADED STREETS - PROVIDE STREET DESIL BASINS AS INDICATED ON DETAILS
J. FOR S70RM DRAIN INLET, PRIONDE A SAND Q84G SILT BASIN IMMEDIATELY UPSTREAM
OF INLET AS INDICA710 ON DETAILS
4 FOR INLETS LOCATED AT SUMPS ABI410ENT 70 70P OF SLOPES THE CONMC720R
SHALL FASURE THAT WATER DR41NING 70 THE SUMP 5 DIRECTED IN70 THE INLET
AND THAT A MINIMUM OF 1.010' FREEaa4RD EX/S'TS AND IS AwNTAIA(w ABOVE" nw
7t7P OF THE INLET. IF FR£EBa4R0 LS' NOT PROw6p BY GRADING SHOWN ON
THESE PLANS; 7HE CONTRACTOR SHALL PRIOWDE /T M TEMPORARY MEi4SURa
I.E SANDBAGS OR DIKES
5 7HE GR "AIG CONMC70R SMU BE RESPONMBLE FOR CLEANUP OF SILT AND
MUD ON AL7U4CENT a / tm& i DUE TO CONSTRIX 770N AC77N7Y.
6. THE CONM4CW SHALL CHECK AND M41NTAIN LAVED AND UNL/AED DITCHES
AFTER EACH RAINFALL
7 7NE CON7R4CWR SHAALL REWVF SILT AND DEBRIS AFTER EACH A4.VR RAINFALL,
OR WHEN SILT REACHES AN R"ATTON OF 0.5' BEZOW WEIR OPENING FOR
SANDBAG BASINS.
B EWIPMENT AND NORKERS FOR EMERGEA CY HVRK SHALL BE ANDS AVAILABLE
AT ALL 77MES DURING 77VE R4/NY SEASON. ALL NECESSARY U47FRIALS SHALL BE
STOCKPILED ON SITE AT CONVENIEW LOC47710AIS 70 FACILITATE" RAPID
CON57RUC770N OF TEMPORARY DEWICES WHEN RAIN IS BVINENT.
9. L>EYACES Sh1om ON PLAN SHALL MOT BE Ackm OR AKaO/FTED WIT7vUT THE APPROVAL
OF 7HE ENG/NEFR/MG INSPOMOR.
10. 7H£ CONM4CMR SHALL RESTORE ALL EROSION C1OATROL DEWCE3 TO N47RK/MG
ORDER T9 THE' SA77SFAC770N OF THE CITY EWNEFR AFTER EACH RUN -OFF
PRIODUCl/VIG RAINFALL
11. THE CONTRACTOR SHALL MrALL ADD/7 OAW EROSION CONTIM MEASURES AS ANY
BE REWIRED BY 7H£ CITY ENGINEER DUE 70 AN INCOMPLETE GRADING OPERA1110N
OR UNFORESEEN CIRICUA67AACES #NICH ANY ARSE.
12. THE CONMC7OR SHALL BE RESPONSIBLE MID SHALL TAKE AECESSW PRECAUMVS
70 PREVENT PUBLIC 7RESPASS ON70 AREAS WHERE IMPOUNDED WATERS CREATE
A ARZARDOUS COND/770N.
13 ALL EROSION CONT TOL MEASURES PRO14DED PER TH£ APPROOVFD GR4DIAC PLAN
SAWL BE IACORPOR47ED HEREON.
14 GRADED AREAS AROUND THE PROEECT PMA/E7FR MI ST D1RUN AWAY FROM THE'
FACE OF 7HE SLOPE AT 1HE CONCLUSION OF EACH NtORRI!IMG LwY.
15 ALL REW0 LE PRIOTECTIVF DEWCES SHOWN SHALL BE IN PLACE AT THE END OF
EACH NVRKIA19 LAY WHEN THE FIVE LAW Y RAIN PROBABILITY FtORErAST EXCEEDS 40Z
16. SHOULD GERMINA7710N OF I DROMED SLOPES FAIL 7V PROVIDE trtr-w1vF COVERAGE
OF GRADED SLOPES (90x COVERAGE) PRIOR 70 MOV£1/B£R 14 THE SLOPES SHALL BE
STABILIZED WITH PUMCHED S7R4W INSTALLED IN ACCORLIANC£ WITH SEC770N 35023
OF THE EROSION AND SEDIMENT CON7ROL HANDBOOK OF 7HE STATE OF CALIFORNIA
DEPARTMENT OF CONS£RVA770N.
I Set posts and excavate a 4 "x4"
trench upslope along the line
of posts.
�`
I 1i
Attach the filter fabric to
1T the po&te and extend it
11 into the trench. lam►
DRAWING NO.
G186-G
SHEET OF
5486220