1990-353 G (Plans) LEGEND WORK TO BE DONE GRADING NOTES GENERAL NOTES
DESCRIPTION STD. DWG. - IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE 1. ALL GRADING SHALL BE OBSERVED
AND TESTED BY A QUALIFIED SOILS
PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE
AND TEST THE
CUT SLOPE (2:1 MAXIMUM) _
LL SPECIFICATIONS AND SPECIAL PROVISINS FOR IMPROVEMENT OF SUBDIVISION STREETS EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND
BACKFILLS AND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
AND STANDARD REFERENCE DRAWINGS. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN
FILL SLOPE (2:1 MAXIMUM)(SHOWN SHADED) REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES
OR REVISIONS
SUBDIVISION BOUNDARY - - OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION THEREFROM SHALL BE
APPROVED BY THE CITY ENGINEER PRIOR TO ANY
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE REQUEST FOR INSPECTION.
LOT LINE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND
FINISH SPOT ELEVATION 174.0 INTENDED ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 2. THE SOILS
REPORT TITLED REPORT OF SOIL INVESTIGATION -THE COLONY I
INTENDED USE. PREPARED BY GEOTECHNICAL EXPLORATION. INC. DATED AUGUST 27-1990
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
EXISTING CONTOUR -- -iaB- - - - SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND
SPECIFICATIONS CONTAINED IN SAID REPORT.
DAYLITE LINE - ' -- - - 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
LEGAL D ESC R I P TI O N PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL 3. APPROVAL OF THIS
PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,
STORM DRAIN LINE D CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES LOCATION AND TYPE OF
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS
PARCELS 2 d 3 OF PARCEL MAP NO. 10387, IN THE CITY OF ENCINITAS, COUNTY OF OR TO FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURES WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR
TYPE "A" CLEANOUT (TYPE "A ") D -9 91 SAN DIEGO, STATE OF CALIFORNIA. TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL
SUCH TIME AS THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
TYPE "B" CURB INLET D -2 INSTALLED. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
0
TYPE "B" HEADWALL D -32 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL S. CONTRACTOR
SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING
BROW DITCH (TYPE "B ") D -75 C� VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY DAMAGED
OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE EXISTING PRIOR TO GRADING.
RIP RAP D -40 PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO
OWNER/DEVELOPER SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 6. THE DEVELOPER SHALL BE RESPONSIBLE
THAT ANY MONUMENT OR BENCH
BUILDING PAD ELEVATION 1,90 153 0 SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 MARK WHICH
IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, REPLACED BY A REGISTERED CIVIL ENGINEER
OR LICENSED LAND
A.C. BERM G -5 IT IS AGREED THAT FIELD CONDITINS MAY REQUIRE CHANGES TO THESE PLANS. SPREAD, WATER AND COMPACT THE FILL
IN STRICT ACCORDANCE WITH SURVEYOR.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL SPECIFICATIONS. 7. THE CONTRACTOR SHALL
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
SAND BAGS o ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITINS TO THESE PLANS WHICH THE 4. CUT AND FILL SLOPES SHALL BE
CUT AND TRIMMED TO FINISH GRADE TO DEVICES, INCLUDING SHORING, AND BE RESPONSIBLE FOR CONFORMING TO
DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE ALL LOCAL, STATE AND FEDERAL SAFETY AND
HEALTH STANDARDS, LAWS
PROPOSED CONTOUR ' PROPER COMPLETION OF THE IMPROVEMENTS. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS- SECTIONS. THE
SLOPES AND REGULATIONS.
OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND
EXISTING EDGE OF PAVEMENT I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A
WITHIN THE COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER THE ISSUANCE OF THE AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER
WASTE MATTER STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE
CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY N EVERY NORMAL WORKING EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
DAY UNTIL COMPLETED, IRRESOECTIVE AND INDEPENDENT OF ANY OTHER WORK BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF.
THE TOE AND CITY RECOGNIZED HOLIDAYS.
ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTION& MATERIAL SHALL BE HAS BEEN HELD ONSITE WITH THE FOLLOWING
PEOPLE PRESENT: CITY
PROPOSED TYPICAL SECTIONS BY _ OWNER: OLIVENHAIN COLONY, LTD., A CALIFORNIA COLLECTED ,PILED OR OTHERWISE DISPOSED OF OFF THE
SITE BY THE PERMITTEE. C THE L PREGRADE R MEETING SHALL C WI TH THE CITY L IMITED PARTNERSHIP, AS OWNER CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE
BEEN CLEARED WITH AT LEAST 48 HOURS IN ADVANCE.
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. .
NlY. EDGE EX /.5T APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
PAYEr1ENl BY: VENTURE PACIFIC DEVELOPMENT, INC., A CALIFORNIA CORPORATION. AS SOILS ENGINEER PRIOR TO THE DISPOSAL OF
ANY SUCH MATERIAL.
Z¢ hw GENERAL PARTNER D. LANDSCAPING B. NOTIFICATIONS
SITE 'too,, J ADDRESS: 221C ELEVENTH STREET
W.P /ES W4 f/465 0' -B' "y s! ENCINITAS, CA 92024 (619)632 -5609 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
WITH 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
-/ STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE
CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON OUR PLANS, HOWEVER:
I RRIGATION J GATION STANDARDS.
STD OWGG. -S E��TT. GRADE
TYPE%9' iZ, / 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
�i SOILS CERTIFICATE, PRIOR TO OCTOBER 1 AND APRIL 15. TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED
AT
THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO
- -- % W SOILS ENGINEERS CERTIFICATE E. EROSION CONTROL CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
STRUCTURES
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF
3 A.C. GYV
I, J A
A-
3`4.0 4 • G£oS A REGISTERED CIVIL ENGINEER IN THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: UTILITIES AND
NOTIFICATION OF COMMENCEMENT OF WORK.
EX /ST. /i CL.dB9SE
;W4&'IENT A.C.OYERLAY.45 fM410.PEO STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED T ,
A. SEWERS - CARDIFF SANITATION DIST. - 565 -5657
J4hCr!/� R lr4W1f SOT,y 4A/,S/ljaV SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL VENTURE PACIFIC
AT( 632 -5609 (PHONE NO.).
A5W fX y � V _ LC I N I T Y MA CONDITIONS PREVALENT WITHIN THE SITE WAS MADE BY ME OR UNDER MY DIRECTION
BETWEEN THE DATES &j S /9a AND 4 Z 7 / POO
/91Y15'A`NT NOT TO SCALE ONE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE B.
GAS dELECTRIC - SDG a E _ 232- 4252 -X -7 569
-
SECTION " A -A" EL CAMINO DEL NORTE RECOMMENDATTIONS, HAS BEEN THE OFFICE �OF THIS THE CITY ENGINE R SHALL N CONVENIENT LOCATINS FACILITATE C.
WATER - OLIVENHAIN MUNICIPAL WATER - 753 -6466
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
STA, 6+551 TO STA. 8+10} ,p p , RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN D. TELEPHONE
- PACIFIC BELL - 298 -0595
iP /!Y INCORPORATED N THE GRADING PLANS AND SPECIFICATIONS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE CABLE VISION
NOT TO SCALE APPROVAL OF THE ENGINEERING INSPECTOR. E. CABLE T.V. - DIMENSION CABLE - 942 -9944
.QEC�PEAI /OrY,9lTipA/L ¢o' .3p'
N'LY. EDGE 73T. 6'D.G.ONN.O / /l�E SIGNED: - - '`- ', S/0 2. CONTRACTOR SHALL NOTIFY THE CITY
ENGINEERIS OFFICE 48 HOURS PRIOR
Y.9iP /E5 . PAYEHENT 5O/l(S1...6tOR /9 - .0.0 __- \ �q l 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO
30' b ' 20' S' S' R.C.E. NO.: 344E 2 / 6 ZOO 7
S1/1 7 +65.46) -,�, ;;�� a. CF9� TO BEGINNING OF ANY WORK ON THIS PROJECT. PHONE (619) 944 -5070.
FZ WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
Z¢ 22M /N. RUN -OFF PRODUCING RAINFALL.
/fNECESSArPY B' EXPIRATION DATE: sa 3ch / \ c 3. THE CONTRACTOR SHALL GIVE A 24 HOURS NOTICE ON ALL
CALLS FOR
16N�P /ES IfAR/ES G' - /0' ?. 1 d n �'�
INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED WITHOUT
- r Exp 9 �Oi91 i1 / 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES BENEFIT OF
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETED
4 1 AC. BERM �. �� GRADING OPERATION OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE.
�S10Dh/6Ci �� p=��', - - �c G�'�F� 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
TYPE 9' EX /ST. GRADE �' - PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
_p ��� l DECLARATION OF RESPONSIBLE W ATERS CREATE " HAZ ARDOUS CONDITIO "' ENVIRONMENTAL REVIEW NOTES
Z si'ZtA�t:mr EY /Sl.i�YF1�ENl CHARGE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
Of A. C.mylEN"l j'A•C� //� PLAN SHALL BE INCORPORATED HEREON. W
A. 1. CUT 6,500 C.Y.
EX /Sr 3'A.C. QN / /'CL.11BgSE ' FOR 5,voarH m4,v /l/Gw - Z
/AY"lfNl A.C.06E,PLAY.45 , W4 6 1PEO rME •G"CZW,5 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I 8. GRADED
AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
j4hC•6(rd 1CFOriJSM�l// rX*V lALV (, �il/JTE,P HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED THE FACE
OF THE SLOPE AT THE CONCLUSION OF EACH WORK DAY. FILL 6,500 C.Y.
,rE/wyE sr/-%r IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 9. ALL REMOVABLE PROTECTIVE
DEVICES SHOWN SHALL BE IN PLACE AT THE IMPORT - O -C.Y. Z
MYE/`!EA/T $ ECTION 1 1 TH. STREET CONSISTENT WITH CURRENT STANDARDS.
f! END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY W
SECTION B -B EL CAM 0 DEL NORTE STA. 3+8234 TO STA. 7 +65.46 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE FORECAST
EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL EXPORT - O - C.Y. C9
STA.8+43 STA. 9+80 CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS BE REMOVED AFTER EACH RAINFALL.
Z
NOT TO SCALE ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. (S) Q
2. STEEPEST EXISTING SLOPE WHERE PROPOSED GRADING IS TO OCCUR - O
NOT TO SCALE 10. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE 30.8 , 3 F0
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15,
T
in
HE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN 3. MAXIMUM VERTICAL DEPTH OF CUT IS 7.5'
f/W BO' R /i✓ 60'/ 'u ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT [1 HEIGHT OF FILL IS 6�
BY: ' CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF N
�' 4.0 REC6'EAl /LW,gI 3 O , TE N E.C. WONG
30' SPH - DATE CONSERVATION.
4. VOLLNME OF CUT (FT 3 ) =AVERAGE DEPTH OF CUT (FT) 175,500 FT.3 = 1 FT. I LL
/6' /5' 25' ZfM 6 "O. Li /5' /5' /5' /S' RCE 27480 ., _\ AREA OF CUT (FT) 99,3¢4 FTZ
w
3434 FOURTH AVENUE SO /L VOLU
IG4.P /ES ~11F5 10,Y N4T /l�E �PECiYEAl /DNA! Nq 2.
/FNECESSAiP/ �� \ ME OF FILL (FT =AVERAGE HEIGHT OF FILL (FT) 3
175,500 FT. Y
YAM,f //'- /6' EL ! 3 TEA /L 6`O.0 BUPo(ETT d WNG ENGINEERS 4n E. C. h , / E ^\
ELEY.4 fYA SAW N.4T /l/ESO/L .� �? ���� �- 2 = 1.4 FT.
AREA OF FILL (F T 123 r 344 FT
FE I /iNECESSArPY SAN DIEGO, CALIFORNIA 92103 0
2o4 -c + No. i M
fil9) .-.
EARTHWORK QUANTITIES SHOWN ARE FOR ESTIMATING AND PERMIT PURPOSES ONLY.
* Exp co C2;48J .6 -3093 / ACTUAL QUANTITIES MAY VARY WITH
SHRINKAGE, LOSSES DUE TO CLEARING OPERATIONS,
Z40 70 ?.0�' 2 COMPACTION, SETTLEMENT, ETC.. CONTRACTOR SHOULD VERIFY QUANTITIES TO LJJ
-/- I Of / BIDDING. � Q
Mr z
Q /ST. GRAgE G q C O MMUNITY DEVELOPMENT DEPARTMENT
2 t '
E YE /ST. 3'A.C. aV / /'CL.ZBASE CGLIC. POI CEOCVir�
1 A IENI 4.0 t9WZ4Y A5 AEQU /AEO G `� AS B U I LT
ffi
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SECTION "C -C" EL CAMINO DEL NORTE SECTION'"D -D" o w cn z
REVIEWED BY:
STA. 104M TO STA. 12400.11 STA. 0+41D6 TO STA. 4+13.34 10 24 w LLJ u
SEE GENERAL J S R. RAY OND, JR. RCE 32093 Q -`
NOT TO WALE � /VOTE ND. /2 NOT TO ,SCALE - DATE
T
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE 5t'ECIAI_ nISTRICT E N Y aBY H ECKE� D eY APPROVALS
CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. LLJ Q E?
l A5 BU /LT /•( ?I /AIP. PLAN N0. 0353 -R
pp��SCRIPTIONs SAN DIEGO COUNTY BENCH D UNDER SUPERVISION OF RE.,,M ED APP GRADING PLANS FOR
7V.. 89 -/73 N0. OC -0073 CHISELED SQUARE IN TOP OF / -Z-9 BY: �/'• L BY
HEADWALL MARKED WITH STEEL FENCE POST. HORIZONTAL N A THE C O L O N Y - TRACT 89 - 1 7 3
L_CATIONs 3 �F_/Tj�,i_M: RAL D_ 8L. FE d � � CIT ENGINEER 0353 -G
6�Q F? t i t WUN vUr�E R.C.E. N0.:
DATE: /L DATE:
EL V.s 119.476 DATUMS S.C. d G. S. VERTICAL N�Q ENGINES
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW VALE SPECIAL D16TF11CT AFM"ALS CITY CW ENCINITAS PUBLIC .
WORKS .DEPARTMENT DRAWING NO. Q 0-
l AS BU /Lt /./ /MP PLAN NO. 0353 -R = SAN D P
LANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED
EVISE S Q M D N GRADING PLANS FOR
-2 T. M. 89 -l73 oN SE g
LOCATION:23 M L FE i'� HO RIZONTAL DATE / L BY: SU IVi ENGINEER BY I NG R THE COLONY - TRACT
89- 7,
E R.C.E. NO.: 17440 I 3 0353-G
ELEY.s 119.476 DATU : U.S. G.S. VERTICAL NSA E E DATE: DATE: -�—
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W C21190 r A S BUILT T. ALL SANDBAGS TO BE TWO ROWS HIGH WITHIN STREET AND AT THE TOE OF
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A - R YMOND,JR. RCE 32093
APPROVALS '
CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. �1 C::.
AS BU /U' PLANS PREPARED UNDER SUP Fv!SIGN ofEu±��sk. ^D-^ ;oPEDEROSION CONTROL PLAN FOR:
THE COLONY -TRACT 89 -173
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I •'"` �-'-� w•��x na^, €cr No, SHEET 3 OF 3
3947 IO -S 70