1996-4743 G (Plans) Z: \ACAD \PROJECT \9577 \577GDR01 9 4: 07 -3 pm PST
GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: LEGEND: DWG. No. SYMBOL -
PROPERTY LINE -
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT --------
____
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN - PHILIP BERRY _---- ---- AT ___6191 438_8099 (PHONE) 1. THE EXISTENCE AND
LOCATION OF UNDERGROUND UTILITY PIPES AND -
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
EXISTING CONTOUR - - -34C
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK S BE MADE AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWLEDGE, THERE ARE NO - 3 NA
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON OCTOBER 1 TO APRIL EXISTING UTILITIES
EXCEPT AS SHOWN ON THIS PLAN, HOWEVER: EXISTING ELEVATION
REQUEST FOR INSPECTION. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
F
PRELIMINARY SOILS INVESTIGATION FOR OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE
WORK CUT /FILL LINE - -O O
2. THE SOILS REPORT TITLED __ C
PROPOSED _BERRY _RESIDENCE. PARCEL 1 OF DOUBLE 'L' RANCH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT SITE. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OLIVENHAIN, CA PREPARED BY __NORTH COUNTY COMPACTION THE APPROVAL OF THE ENGINEERING INSPECTOR. OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, DAYLIGHT LINE -
- - - -- - -- FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
ENGINEERING,_INC_ DATED JANUARY 29,_1996 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO COMMENCEMENT OF WORK:
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH CUT
SLOPE (2:1 UNLESS OTHERWISE NOTED) -
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND RUN OFF PRODUCING RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF
UNDERGROUND
SPECIFICATIONS CONTAINED IN SAID REPORT. UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL FILL SLOPE (2:1 UNLESS OTHERWISE NOTED) -
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN COMPANY:
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH
FINISH CONTOUR - 320
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE. CARDIFF SANITARY DISTRICT (800) 422 -4133
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SAN DIEGO GAS
& ELECTRIC (800) 422 -4133 GRAVEL SAND BAGS (TWO HIGH) -
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
GRADING. WATERS CREATE A HAZARDOUS CONDITION. OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 DRAINAGE PIPE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PACIFIC BELL
(800) 422 -4133 RIP -RAP (No.3 BACKING, T= 0.6',3/16 FILTER) D -40
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING GRADING PLAN SHALL BE INCORPORATED HEREON.
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION DIMENSION CABLE (800) 422 -4133
EXISTING PRIOR TO GRADING. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY CATCH BASIN (12 "X12 ")
NDS 12 "X12" ® J
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9'
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 2. CONTRACTOR
SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRIOR TO BEGINNING ANY
WORK ON THIS PROJECT. PHONE: (619)
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER 633 -2700.
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INSPECTION. PHONE:
(619)633 -2700. ALL WORK PERFORMED WITHOUT
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL.
STANDARDS, LAWS AND REGULATIONS. NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CONSERVATION.
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS OWNER CERTIFICATE:
AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
WITH THE CITY AT L 48 HOURS P MEETING SHALL BE
BY CALLING (619) 633- LED EARTHWORK QUANTITIES:
2770. l
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PHILIP BERRY / DATE CUT: __________ 2150 CUBIC
YARDS
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER 1984 SPANISH OAK WAY, VISTA CA 92083
FILL: ____ _- ________ 2150 CUBIC YARDS
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL IMPORT: ----- - _ ------ 0 CUBIC YARDS
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH HYDROSEED MATERIALS
REGARDS TO THE HAULING OPERATION. SOILS ENGINEERS STATEMENT: NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT
PURPOSES
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT I
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF DA <6 IN THE ABSENCE OF INFORMATION TO THE CONTRARY THE HYDROSEED MIX
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
I, __�___- � _RE6L/ - _______________ -___ A REGISTERED QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE - AND APPLICATION RATES SHALL BE A MIX OF ALL OF THE FOLLOWING:
GRADING UNDER PERMIT NO. 4743 -G HAS BEEN PERFORMED IN SUBSTANTIAL CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT 1. ZORRO FESCUE,
20 LBS. PER ACRE. NOTE: THIS QUANTITY DOES NOT INCLUDE UNDER CUT ON BUILDING PAD
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH 2. ROSE CLOVER, 20 LBS PER ACRE. ENVIRONMENTAL NOTES:
GRADING OPERATIONS. - �l/9�Gf� AND _,L91�_13 1331_ -. ONE COMPLETE COPY
OF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, 3. AMMONIUM PHOSPHATE SULPHATE (16 -20 -0) WITH 15% SULPHUR, SLOW
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS - -4 % -_
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, RELEASE
1000 LBS. PER ACRE. (EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED 4. WOOD FIBER
MULCH, 2000 LBS. PER ACRE. 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS __$ AND THE MAXIMUM
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED IN THE GRADING PLANS AND SPECIFI VERTICAL HEIGHT OF FILL
_ -.
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON R� wN� 5' ! 5. WATER FOR SLURRY, QUANTITY
AND RATIO OF WATER TO OTHER MATERIALS
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS �� �QGEq SHOULD BE LEFT TO THE APPLICATOR THE MIXTURE OR RATE
OF VOLUME OF CUT (Cu. Ft.) _ 1 ._6 '
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN �,� 3. A ) _ _
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN SIGNED: ____ `�______ r � EI?T �3 f q9G APPLICATION SHOULD NOT BE AS
SUCH TO CAUSE EROSION AN NO RUNOFF OF CUT AREA OF CUT (Sq. Ft. ) AVERAGE DEPTH =
� � DATE: � - SHOULD OCCUR.
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT G.E. NO.: _P_9393 ______ _' m VOLUME OF FILL
(Cu. Ft.) _ 1
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED EXPIRATION DATE: p'30_97 NO' 19091 6. ALL SEED AND FERTILIZER MUST BE DELIVERED
TO THE SITE IN UNBROKEN B.) AVER DEPTH =
USE. t "N AREA OF FILL (Sq. Ft.) - - - --
- z 97
it BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS j
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO REQUIRED BY STATE REGULATIONS.
P PROVIDE D RAINAGE
CON ROL SURF CEWATER AND AVO D� O N WAT SHAL LEGAL DESCRIPTION:
DAMAGE TOADJJOIN NGPROPERTIESOR grfOF CIV\ �A`�� ® �� 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT HELPS FIX
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED PARCEL 1 OF PARCEL MAP NO. 17446
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS FOR THIS PROCESS.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN A.P.N.: 264_241 _03
INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND DECLARATION OF RESPONSIBLE CHARGE: SITE ADDRESS:
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS.
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. MARGARI
TA
o
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
CABLE CALLEMA ENCINI CA 92024
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
+�TE
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. OWNER
/PERMITTEE.
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
v <
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
WITH SPECIFICATIONS. RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PHILIP BERRY DOUBLE
ll RpNCH RD
F ;g,
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE PROJECT oQPO ` Oyq� VISTA, CA 92083
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND
7 No. N. 1984 SPANISH OAK WAY
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT / i --- - - - - -- DATE: g 2 48592 / a
�-" ------ u� RO
EXPOSED F OR EXCCAV OR EMBANKMENTT WHICH RE MATTER
TO KAMAL S: SWEIS R.C.E. 48592 ' � � FpRlUNq RPNGN
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP EXP. 6/30/00 r ��` T �ONf
�1
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING FOFCAl�EO B�kD
ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL IMPORTANT NOTICE
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE SECTION 4215/4217 OF THE GOVERNMENT P �c
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED AS B U % LT � � K & S ENGINEERING CODE REQUIRES
A DIG ALERT IDENTIFICATION 5
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. Planning ^ w a Plin Engineerin S n
» NUMBER TO BE ISSUED BEFORE A
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE / g g urve g PERMIT TO EXCAVATE WILL
BE VALID.
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY PER YOUR DIG ALERT I.D. NUMBER CALL
SUCH MATERIAL. 3 UNDERGROUND SERVICE ALERT (�
AM At S° EIS, E. DATE (619)296 -5565 7801 Mission Center Court, Suite 200 TWO WOR L FFEE$ S B OU DIG
VICINITY MAP U
K &S E NQINEE.RIMG San Diego Co. 92108 No S Q4LE
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: 1 DRAWN Y: i CHECKED BY:
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
AS BUILT 62 S 1, Lc9 I DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF: RECO ENE D APPROVED GRADING
AND EROSION CONTROL PLAN FOR:
OC 0073 -CHIS. SQ IN TOP OF f /
HEADWALL. HORIZONTAL: N / A DATE yI /�11 /J �a »
LOC ATION S.W. CORNER EL CAMINO DEL NORTE BY: BY: 4743 -G
& RANCHO SANTA FE ROAD. VERTICAL NSA BY: �• S^'" �� r3 R.C.E. NO. : 48592 _ Z1 � DOUBLE L RANCH PARCEL
1
RECORD FROM: C.S.D VERTICAL CONTROL DATE KAMAL . DATE: 7 DATE. PARCEL MAP NO. 17446
119.476 : U.S.C. & G.S. EXP 06 -30 -2000 WORK PROJECT NO. SHEET 1 OF 2
7 AACAD \PR 11JECT \9577 \577GRD02 9 -12 -96 4:29:06 pry ES
I
+ 32' PRIVATE ROAD EASEMENT
1i�/1�1�1JJli r�AJ I ` �� 16' 16, -
—
32 5-4 8
TOP '1 1 AT10N D+ 12' 12'
I i t 1 CARDIFF op 17 me
314.13 10'
1 3' SETBACK —
i
EXIST. A.C. PAVMIG
/ ca
32 1 t 6 +33.
3/4' LS4813 i 311.9 os ' ;5 Z _ —
I �� — / END SE`M� T
o
ELEV =310.25 , pg � r _ r _ 1 �_ � Ix ^' � � 5 ';, / t j '��, 1 6 +11.
08` I 0 31 T
3 EXIST. 8" SEWER EXLSf. 8' WATER i
s+p6.13 iN1 3
320.
ktu,S 31 p 3.5OV a 320.64
� :
HYDROSEED SLOPES - TYPICAL
I ;f EXISTING CROSS SECTION
1
HYDR EED SLOPES
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1 E MARGA
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imp 7 $ PVC ° — p•Q 32Z 31 ' 1 GRAPHIC SCALL
,1 I ! P A p,32 1 20 o ,o 20 40
IL I
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3 +83.
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�I x TRAIL �NAPR SENT PLANS PER EC
1� 5449 1, j j J 1
ATE F1
op 174 46
3 �� N7g E ? I 1 1
3/4• LS4813 ti 1 1
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ELEV= 319.26 X 3� 4
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NOTE:
n K & S ENGINEERING x QppFtS5,0 1.) ALL 2:1 SLOPES TO BE HYDROSEEDED
N* p �W 2.) ALL RIP -RAP TO BE No. 3 BACKING; T =0.6', 3/16 FILTER
Planning Engineering Surveying I V '6✓ f" I I 3 +06.73 ► + i2
x ¢ N0.48592 H
* Y 63Ci 00 I V , I IJ 300.00
J 'l CNiI I I
(619)296 -5565 7801 Mission Center Court, Suite 200 qt - °� �
San Diego Ca. 92108
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY: 1 DRAWN BY: I C APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
As BUILT �j ],t• 3706 -G TM 93 -053 DESCRIPTION: COUNTY BENCH MARK N0.
OC 0073 -01S. Sq IN TOP OF PLANS PREPARED UNDER SUPERVISION OF- RECOMMENED APPROVED
L4l+AIl9N HEAD WALL HORIZONTAL: 1' =20' / DATE : I f
S.W. CORNER EL CAMINO DEL NORTE I
BY: C. - BY: DOUBLE ., L" RANCH PARCEL 1 4743—G
: � WORK PROJECT N0.
592
& RANCHO SANTA FE ROAD.
RECORD FROM: C.S.D VERTICAL CONTROL VERTICAL: N A R.C.E. NO. Q
Ua' 119.476 DATUM U.S.C. & G.S. s EXP. 06 -30 -2000 DATE: DATE: PARCEL MAP NO. 17446