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RPROVEMENTS AND
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LANDSCAPING WITHIN THE .. , 1
50.0' NET R.0. W. SITE VISIBILITY TRIA 5 104.9 JE
I SHALL PERMIT A CUAR� AND • e � � �� NEST MANAGEMENT PRACIRZ TG
ADEQUATE LINE OF I AT - �; RNP_RAP t AREAS SHALL NOT 6E MODIFIED
THE CORNER OF L R 100 s . H NIITHOUT A PERMIT FROM THE
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SECTION - LIVERPOOL DR. I f I ZIONA 7R TRAIL SEGMENT #34 (8 ad
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No. 11771
* Exp.1Z131104
y am- ASSOC to
JACKSON/ o N
' ARCNITECTIRE • EN6INEE1 • CO NSTRICTION NANA6ENENT t�
to
12 0 ~
REVISIONS OVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED �Y CEJ RAM/N BYE c EJ CHECKED BY• DPC APPROVALS
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. W .�
THE BENCHMARK FOR THIS PROJECT IS A PLA PREPARED UNDER SUPERVISION OF RECOMMENDED APP E GRADING AND EROSION
CONTROL PLAN FOR ° u •f
FOUND SURVEY MONUMENT AT THE W *
INTERSECTION OF LIVERPOOL DR. AND H�?IONTAL 1' = 10' DATE BYE BYE
5�
MACKINNON AVE. A 1-1/4" IRON PIPE WITH Y o
TAG 4368. - DATE DATES to ' to
m
ELEVATION = 100.00' VERTICAL NONE DANIEL P. COLE CE R.C.E. NO. 11771 EXP. 12/31/04
R.C.E. R.C.E. 02 -226 BA /CDP SHEET 2 OF 3
CRASS OR TURF LKV
WASS -LNVED SWALE OVER LANDCOK Aff
STORM 0 7ER OVAU T Y REIVFORCEMENT SILT FENGE OR
CDVIROC C7HANNEL AVHAtT OM211+ERA V Q ch STRAW WATTLES a p rn 3 PER PUN
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-11111 =III
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N07ES
1. PLACE 3 ANa/ORS PER SQUARE YARD OF MA TEW&
I FUR GRASS W Rff, WVSTALL LAWOK TRIM 450 I
TURF REANFARGEAIENT MAT. ° I
GRASS -LINED SWALE o I OSEED STRAW T PAD EAS
A WHERE CON UCTIO IS NOT ffiARTED
ALTS ., WITHIN .3 R AT THE
DISCR ON OF HE CITY GINEER.
5ANMk6S
2 H16H TYP. I EXISTM MASONRY
FENGE
1. SET POSTS AND MAYA YE A I STARE MIRE FENOW To
4 BY 4 w (10 BY 10 CAI) 7HE POS7S
TRENCH (APROPE FROM MID
ALONG 7W LINE OF POSTS
� f I
I ( I
/ / I 5d DBA�5 PROTECT SLOPES WITH / WDROSEE OR 1014 F6
Z HI6H TYP S AW MAT NTIL WO K PROG t SES�
4M(10cm)
I ATTACH 1W FX7ER FABRIC 70 4. BAOM AND COMPACT VE
1NE MIRE FENCE AND EX7END IT EXCAVA7ED SOLE. �
AW70 THE TRENCH
UPFhLL SiEDII�IEfirT TRAP Oka ffw;E
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EXTEND C06TRIXTION
ENTRANCE TO PUBLIG
RIGHT -OF -WAY. y
TEMPORARY DRAIN `•AWBA TEMPORARY DRAIN
4' W/ FILTER 5" 2 H16H m '• 4' W/ FILTER 50GK
�RAtiELBA�s EROSION CONTROL
OVERUP SLOPE
lIUNf3'F TOTAL DISTURBED AREA — 10,000 S.F. 0 1 .10' /0 20 J 40
3 FT (a9 M) Aft
GAP BFTKTN BAGS AIIQEE U VMS OF GRAVEL BAGS
ACTS AS SP/LLM'AY INTH ENDS OVERUPM'ED
STABILIZED CONSTRUCTION ENTRANCE STORMWATER MANAGEMENT NOTES
GRAVEL BAG CHECK D AM DETAIL 1 . THE ENTRANCE SHALL BS MAINTAANED IN A CONDITION THAT WILL PREVENT 1. DURING
THE RAINY SEASON FROM OCTOBER 1ST TO APRIL 15TH THE AMOM
N. Ts c TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT —OF —WAY. THIS MAY OF EXPOSED SOIL ALLOWED AT
ONE TIME SHALL NOT EXCEED THAT WHICH
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, CAN BE ADEQUATELY PROTECTED WITHIN 48
HOURS OF A PREDICTED RAIN.
AND REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL 2. 125% OF ALL NEEDED BMP MATERIALS SHALL
BE STORED ONSTIE YEAR —
SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT —OF —WAY ROUND. TO ALLOW FULL DEPLOYMENT AND INSTALLATION
WITHIN 48 HOURS OF
SHALL BE REMOVED IMMEDIATELY. A PREDICTED RAIN.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO 3. THE PROPERTY OWNER SHALL COMPLY
WITH ALL APPLICABLE STORMWATER
15 ENTRANCE ONTO ANY PUBLIC RIGHT —OF WAY. WHEN WASHING IS REQUIRED, IT REGULATIONS AT ALL TIMES. THE BMPs
THAT HAVE BEEN INCORPORATED INTO
SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO THIS PLAN SHALL BE IMPLEMENTED AND
MAINTAINED TO PREVENT ONSITE
AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE EROSION AND TO PREVENT DISCHARGES OF POLLUTANTS
FROM LEAVING THE
PREVENTED FROM ENTERING ANY STORM DRAIN. DITCH OR WATERCOURSE THROUGH SITE. MAINTENANCE OF BMPs IS THE RESPONSIBILITY
OF THE PROPERTY
THE USE OF SANDBAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS. OWNER AND FAILURE TO PROPERLY INSTALL OR MAINTAIN
THE BMPs MAY
RESULT IN ENFORCEMENT ACTION BY THE CITY OF ENCINITAS OR OTHERS.
3. A STABILIZED PATH OF CRUSHED STONE SHALL BE LOCATED AT ANY POINT WHERE IF INSTALLED BMPs FAIL, THEY MUST
BE REPAIRED OR REPLACED WITH AN
1 - 1/1'+ CRUSfiED RIXK TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE AT A PUBLIC RIGHT —OF —WAY, ACCEPTABLE ALTERNATE
AS SOON AS IT IS SAFE TO DO SO.
STREET. ALLEY, SIDEWALK OR PARKING AREA. 4. PERIMETER SEDIMENT CONTROL BMPs SHALL BE WSTALLED IMMEDIATELY
AFTER
THE AREA TO BE GRADED IS BRUSHED OR CLEARED. BUT PRIOR TO THE
6" AVIV START OF GRADING OPERATIONS.
5. EROSION CONTROL BMPs USED FOR SLOPE STABILIZATION SHALL BE
WER FABRIC INSTALLED AS SOON AS THE FINISHED SLOPES ARE COMPLETE.
STABILIZED CONSTRUCTION ENTRANCE L P. Qo
.Ts D
No. 11771
* 2181104
Q
JACKSON /COLE ASSOC o
AACNITECTORE *Eli 1NEERI16 * CONSTRICTION NANAGINENT
a
V 05
REVISIONS ROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED SY: CEJ DRAWN BY C EJ CHECKED D Yi DPC
AIMOVAL.S CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. o W V) m
ENCINITAS PLAN CHECK 5/26/03 .t• • i,� THE BENCHMARK FOR THIS PROJECT IS A PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED
APP GRADING AND EROSION CONTROL PLAN FORS �° v
-$I4W .� t0 1 FOUND SURVEY MONUMENT AT THE z
INTERSECTION OF LIVERP OR. AND HORIZONTAL 1' = 10' DATE BY• e ve 520 LIVERPOOL DR. CARDIFF 7864 —C
x o
te MACKINNON AVE. A 1-1/4 IRON PIPE WITH p
0
TAG 4368. DATE DATE, SHEET 3 OF 3 to g
ELEVATION 100.00 VERTICAL NONE DANIEL P. COL CE .C.. .11771 EXP. 12/31/04
R.C.E. R.CE. 02 -226 BA /CDP