1998-5744 G (Plans) GBgADN11r3 II1OTE5 INOTTFiC,�IT110N15
LEID LE124L DESCRIP1'ION REMAINDER PARCEL OF PARCEL MAP NO. 18124,
CITY OF ENCINITAS, CA.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,- i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES S.D.R.S.D. SAN
DIEGO REGIONAL STANDARD DRAWINGS
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN S. O.R. S. D.
ArP. ; A PORTION OF 264 - 240 -03
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: ITEM N0. SYMBOL
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PROJECT BOUNDARY SrMADDFMW CORNER OF
DOUBLE "LL" RANCH ROAD AND
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CALLE TRES VISTAS
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S EXISTING PROPERTY
LINES
PROPOSED 5 PARCEL SUBDIVISION APN. 264 - 240 -03, DOUBLE LL RANCH RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO
ROAD. OLIVENHAIN, CITY OF ENCINITAS, CALIFORNIA, BY VINGE AND CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR EXISTING CONTOURS
2 OWNEVOMMEE XION INVESTMENTS, INC.
MIDDLETON ENG. DATED MAY 27, 1997, AND CLARIFICATION LETTER DATED STRUCTURES PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND
2622 SUNSET DRIVE
4/28/98 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF PROPOSED CUT
/FILL LINE -- �`'' {� ESCONDIDO, CA. 92025
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND WORK:
SPEC FOCATIONS ONTAINED IN SAID REPORT, AiDUPDATE REP OPT DA
WZM 1, A . SEWERS - CSD ( 760) 633 -2770 PROPOSED CONTOURS
3. APPROVAL F T� S PLAN DOES NOT CONSTITUTE APPROVAL OF
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 -4133 DIG ALERT PROPOSED SPOT ELEVATIONS
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE PROPOSED GRAVEL BAGS LD o o CD o o a o Q
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - QMWD(xO) 753 -6466.
CONJUNCTION WITH IMPROVEMENT PLANS.
0. TELEPHONE - (800) 422 -4133 DIG ALERT PROPOSED BROW DITCH D -75 7W Q
INDL
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE CUT 900 C.Y.* EAAT>C IIVClUO>S,� yAF4GE
CALCt�LATION
GRADING. E. CABLE TV - (800) 422 -4133 DIG ALERT PROPOSED 2: i FILL SLOPE FOR CAPPING OF ALL
PAM AND ASSUMES
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 PROPOSED 2:1
CUT SLOPE (CONST. AS BUTTRESS FILL 900 C.Y.* THAT SUITABLE CAPPING SOILS WILL BE GENERATED
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. AS SPECIFIED IN THE SOILS REPORT.)
IMPORT 0 C.Y.* ON-SITE.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. PROPOSED AC DRIVEWAY DS -7
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PROPOSED DRAINAGE SCALE - EARTHWORK QUANTITIES
ARE ESTIMATED FOR PERMIT PURPOSES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633770. ALL WORK PERFORMED
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO PROPOSED AC PAVING
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL.
OR A LICENSED LAND SURVEYOR. PROPOSED 6" AC BERM G -5
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL ENVOKNMEMAL NOTES:
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE$ 11NPFA'STE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA -IS 50%.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I, ME 001 SHA -tAT A REGISTERED CIVIL ENGINEER IN THE STATE OF - _ _
(EXCLUDING AND EXISTING MAN MADE SLOPES).
REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL - -
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL r`` J _.___ - 2. THE MAXIMUM VERTICAL DEPTH OF
CUT IS 8' AND THE MAXIMUM
8. GRADING - AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY ! _ _ _ - - '
_ - ��� D VERTICAL HEIGHT OF FILL IS 8'.
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES 0 Ay27,9 AND /y^r 2 Z. ONE COMPLETE
77 _ - 2
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. A o
COPY OF THE SOILS REPORT COMPILED FROM THIS STU �Y WITH MY �� ; a o 3. A.) AVERAGE DEPTH VOIIIME OF CUT
(� E.) 2.0 FT.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFF ICE�OF THE CITY � � � � � �� ��� �
, , � � � map ��f OF CUT AREA OF CUT (S.F.)
ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND CER IFY HA THE '� �'`�- - _
' �� B.) AVERAGE DEPTH VOLUME OF FILL (G AF.) 1.6 FT.
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE��-�' - = .�0'� ' ,
_ - '� "` OF FILL AREA OF FILL (S.F.)
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED IN THE GRADING LANS - ICATIONS.
0� _ i t ExMTV4 W DW VOiCAME
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING _
- QP Y. �'++` __L_ , TO �,
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: 4Q �� G� S�9 f t _. +"�� + ' T _ ; ' ��'
MR DOC 91-14MW 3t - , .5 1�?
ADVANCE BY CALLING (760) 633 -2770. � ..�� � � � �... 10�. �[ � � ,� � ,
FWC APRIL ?,M OF O A.
���� t3 s:i \ � __ 11 13
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY RCE NO.: L� Na 461 74 _ < <� _ - -
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP . DATE: 2 ' 3a�- * rrXP. 12 -all-ft �`�\ \ '� _ yam_ - - T _ _ _ ���
\ ` - - _ �_ ,
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER F7RE 4' 4 #
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 0 �a� \� \ \ `� , \ \ \ ` �=`_ _ _ - - _
''`�
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING �'4,14OE t o � 1 t \ �� "-,�- ` � aw l
OPERATION. 1 i 1 � ` t �` ` AND _
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK -FOR THIS PROJECT , i I 1 1 1 , ` 721 \ _ _ _ r
s. -
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE I 1 I 1 1 t�v AM y � OF O , ' �, = _ -- i
^ f
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS ' 1 I 1
` 1 1 r ti E ov '� _ j'_ p 22 29
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. r r
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE > N
1 1 1 1
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. t tl t 1 t \ 1 t �c
5744 -G HAS BEEN PERFORMED IN SUBSTANTIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS .. i I I f 1 1 1 1
1 ti \
BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONL..ANO DES NOT 1 t 1 ���
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON II ! I I l 1 1 s Atw WATER MM
RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBI AOJECT t I t i + 1 1 1 I ro 1 > I i
OW. No CS-272
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE �� I I 1 1 s i ` S I I
«
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DESIGN. COQ A, ��`F J t l + I ` I 1 i 1 ' �,
l �`� (� i '� S`1; t � 8 �, J I ar�o Exr 1 S TYPE A
WHO CERTIFIES SUCH GRADING OPERATION. Q A f t 1 1 ,_
!/v
STnucnpx / 9 �cS� Go ! t ! t I ► I ► i pdC
AC F#M. SECTM
BY: Qpc,O DATE 9 Q' n 2 t t I 3p P� 1/ o PER DWG. WO. 5452 -G.
12. ALL GRADING SHAD BE OBSERVED AND TESTED BY A QUALIFIED 3► O m t I I I d�'Q '. I . ,
WAYNE PASCO
m t r I t p EcA"
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE �u N 2g5� ! , I I , w i ' IFgt ors ���
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS R.C.E. 29577 cc t t to ! of I I y t j J t
' IE PAD S , L � j j / a„G No. o �� S]:.�. 10N
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL Exp.3/31/99
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE t o s ? J I f l ' ' CALLE
TRES VISTAS l ONL 5.01
- � _!_.._.._1L_ i ! z ' � ; ; 217 � �1 2 � , / ,
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF OWNMCEA7IFK�A7E J'J• �`�yyt. , W. �- •� / i� SEE
DNG NO 5452 F L IWO.
�
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND '9P ! t ' ;' ! t i , 7 •' I
NO SCALE
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT J f
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER R.
IN HIS GPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE _
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE 1 t ? 1pL - i� i \ �� I ; DOUBLE LL RAN
ROAD i
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE ' OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS AND STABILITY OF THE SITE. �` ` I > i I I
i/ ';
EASEMENT PEN
ARE SUITABLE FOR THEIR INTENDED USE. `� �`2tr� FL f I
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED �" J' 't I � t J � I ! P � 181.•
SITE
�\ • • � { I � "�,) �l t � I ►; � J J J �` - i � � I � � r ; � • t 7`f' I�
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING t t c�
N 1 I 1 tI
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID � F t !Ti ��� ' - _ I I CALLE MARGARITA'
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE o o t� t' Ji !t t
4 SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION MR. ZAHOOR (ZACH) ABBASI a t-
I t ; ti! ^`�- 7
4 +
A SUCH TIME AS PERMANENT 2622 SUNSET DRIVE ���� i O ` INSr �
UNTIL IL S ESCONDI00, CA . 92025 0 �� o e r l �; t I ; ! 18 + ', `'
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN POLY, va�,�� Jr I , , a �q
OF FRESHLY GRADED AREAS q�7 216e
INSTALLED.
t r t I , ; ° P"M. MAP 18124
��r - 2
4. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND u7 11 � 1 l ! / � J 0 0 � �f FL � ! ' �
� ABi n
1 / ; , O -
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 1. ,�--� J I , PAD =8:$2?0.5 j„ '� . \ _ o e
1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT � � - RHO �I��
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE J I� I 1 ® ° °
ZAHOOR (ZACH) ABBASI AT 738 -7500.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE I i jj ;
FtH SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL ! I t J I
f _FL . Z2t-94 v �`
AND ALLUVIAL SOILS - SHALL BE REMOVED TO SUITABLE FIRM J J ; ! k \ ��
2, EQUIPMENT WORKERS FOR EMERGENCY WORK SHALL BE MADE /, 1 o JAS
T AN
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO I t r � �t � 0 � � �`
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL j f' '` ;j ;' i ;'
�, 0 �' Y •.1 -_ 0 , A T - PULZC NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT /jr /, r" ,
ILi�' v
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF G�AOING PEA �, ;/ / i I
mo .PARCEL MP NO. 1812
PLACE SPREAD, WATER AND COMPACT THE FILL IN STRICT '! �+
TEMPORARY DEVICES WHEN RAIN IS IMMINENT. � S4� -c / 219IFL�
ACCORDANCE WITH SPECIFICATIONS. , i; ! i�
3. DEVICES-SHOWN `�"
HOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED i `� t Ii "n
i5. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH '
/ f' � % � �� E � � k � � - ��
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF -THE ENGINEERING INSPECTOR. i VICINrrYMAP
Q I I
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES �',� %�¢ �' , i �'i 219
FL -° �� N'1 - N.T.S.
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE �- `
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AFTER EACH RUN OFF PRODUCING RAINFALL. CA `r.
4 + _ ` , - E�
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER G' f f _ i l _ I
EXPOSED OR�XCAVATION OR EMBANKMENT SLOPES WHICH ARE �L
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
ATE
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
ACCORDANCE WITH THE GRADING ORDINANCE. - ` ' :� i ,'
WHICH MAY ARISE. , i �, - _ �._ ,. 1 FILL WN
16. ALL TREES, BRUSH, GRASS, A OTHER OBJECTIONABLE MATERIAL 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE �� ' i� � '
--� -__ i �� �� T - PAD
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF i ' �'
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF �- _ -_ i ' FL
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED _ _ _ -- - -
_. `' \ � �� it I t �� i �' , A5 B Ul T
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. GRADING PLAN SHALL BE INCORPORATED HEREON. ` _ _ _ _� I ,�
P: FE
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY �- y _ - -- -- -.`�` : ,• �a ' .- _' _ -=�� �� t i �� EX.
F WORANT 2� ►�a�uvr Pia SE =ON" l A/y�
ON
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK - = = - ' \�` �` - - I r, i EXT. 149-E. NO SCALE
LANDSCAPM
DAY. `�\��q`�� !`� �� �'. I i i i WAYNE PASCO OAT P_
I
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE p� GC�C��, O`er ��� _ No. RCE 19577 SHOW
i . ALL SLOPES SHALL 8E PLANTED AND IRRIGATED IN ACCORDANCE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DA�t RAIN `� ,
fxrsrlNG.
o o
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL o CARDIFF SANITATION DISTRICT ENCII�TITAS FIRE PROTECTION DIST.
MUNIt�AL WAT�t DIST.
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X) . SILT ouv ° �I�3fI � ` �, � ` _; �. ,•
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 1 I /
10 SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE \\ \ I I REVI REV EWE RE EWED
.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH BY:
BY:
OF ANY SLOPES GRADED BETWEEN OCTOBER i AND APRIL 15. PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE DATE: Z• 4• 21 DATE: 2419 D TE: gq
OF CALIFORNIA DEPARTMENT OF CONSERVATION. I VALM F13R 2 VVEA OF SMA
REVISIONS APPROVED DATE REFERENCES DATE BENCIDAARK SCALE CON04UNITY DEVELOPMENT DESIG BY DRA B CHECKED BY APPROVA ITY
LS C OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
H
MHS WA
PEV� SES[O� lV.it C[A�✓ ' CHISELED SO. TOP HOWALL MARKED W/ RE ED PLANS PREPARED UNDER THE SUPERVISION OF RECO ND AP VE GRADING
PLAN FOR:
_ _ HORIZONAL . , �9 BY: REMAINDER PARCEL
cam G�/TT �ESS - STEEL FENCE POST AT SW COR . INT . BY: 5744 -G
/R70 O tfA ! 1 3 0 EL CAMINO DEL NORTE & RHO SANTA FE i BY DATE. �r
A I t 60 ' 2 S S. EL DATE: �� �� �o R . C . E . NO . 29577 DATE: Z'f- DATE: 'ZS ^'[ TRES VISTAS
ESTATES
VERTICAL NIA AYNE PASCO
EXP. 3 -31 - 99 TPM 197 Mi S�1EET 1 OF I
EL, 119.476. DATUM: M.S.L. WORK PROJECT N0.
- _ --