1998-5692 G (Plans) LEGEND: DWG. No. SYMBOL IL
GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: E
- - - °
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ------------
PROPERTY LINE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN _ PHILIP BERRY AT --- L760� 438 -8099 _- (PHONE)
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
EXISTING CONTOUR - -•� __ co
-^ C14 AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 2• EQUIPMENT
AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 31 g � 1 «,
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL EXISTING UTILITIES EXCEPT AS SHOWN ON THIS PLAN, HOWEVER:
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY EXISTING ELEVATION
REQUEST FOR INSPECTION. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON rn
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
F n '
2. THE SOILS REPORT TITLED __PRELIMINARY SOILS_ INVESTIGATION FOR OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES
OR STRUCTURES LOCATED AT THE WORK CUT /FILL LINE - -0 O C40 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 C
C-4
OLIV_E_N_H_A_W, _C_A_ _ DATED __ JA AND __ THE APPROVAL OF THE ENGINEERING INSPECTOR. _9, 19 UPDATE LETTER, OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, DAYLIGHT LINE
_ _ FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
PROPOSED TENNIS COURT, BERRY RESIDENCE, 3452 CALLE MARGARITA, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO COMMENCEMENT OF
WORK:
ENCINITAS, CA - DATED _NOVEMBER_ 16,1998 _ PREPARED BY NORTH WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH CUT
SLOPE (2:1 MAX) - -�
COUNTY C _ SHALL BE CONSIDERED AS PART OF RUN OFF PRODUCING RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF UNDERGROUND
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL UTILITIES,
THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY FILL SLOPE (2:1 MAX) - n
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT AND MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN COMPANY:
UPDATE LETTER. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH FINISH CONTOUR
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MAY ARISE. SEWER .......... CARDIFF SANITARY DISTRICT (800)
422 -4133
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY ELECTRIC......
SAN DIEGO GAS & ELECTRIC (800) 422 -4133 BROW DITCH D -75 Q
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. WATERS CREATE A HAZARDOUS CONDITION.
WATER .......... OUVENHAIN MUNICIPAL WATER DISTRICT (760) 753 -6466 RIP -RAP (No.3 BACKING, T= 0.6',3/16" FILTER)
D -40 °q
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
0
GRADING. GRADING PLAN SHALL BE INCORPORATED HEREON. TELEPHONE.. PACIFIC BELL (800) 422 -4133
RETAINING WALL SEE PLANS
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY TELEVISION...
DIMENSION CABLE (800) 422 -4133
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
GRAVEL SAND BAGS (TWO HIGH) -
DAMAGED O DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 2. CONTRACTOR
SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS
EXISTING PRIOR TO GRADING. THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE: (760)
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER 633 -2700.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 3. THE CONTRACTOR SHALL GIVE
24 HOURS NOTICE ON CALLS FOR
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE INSPECTION. PHONE: (760)633 -2700. ALL WORK PERFORMED WITHOUT
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
STANDARDS, LAWS AND REGULATIONS. OF CONSERVATION.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF r
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OWNERS CERTIFICATE
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
CITY
MEET
H ON
ENGINEEROGRADINGOPLE PRESENT: EARTHWORK QUANTITIES:
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED - 2 4/1/ 7 z 9 CUT: ------- ---------- 610 CUBIC
YARDS
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633- PHILIP B Y DATE
2770. 1984 SPANISH OAK WAY, VISTA CA 92083 FILL: ________ 290 CUBIC YARDS 10. PRIOR TO HAULING DIRT
OR CONSTRUCTION MATERIALS TO ANY - -
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER EXPORT: _ _____ __ 320 CUBIC YARDS
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL SOILS ENGINEER'S STATEMENT
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT
PURPOSES
REGARDS TO THE HAULING OPERATION. ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
__________- _____, A REGISTERED QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
NOTE: THIS QUANTITY DOES NOT INCLUDE UNDER CUT ON BUILDING PAD
SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
GRADING UNDER PERMIT NO. 5692 -G HAS BEEN PERFORMED IN SUBSTANTIAL SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF ENVIRONMEN
TAL NOTES
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE J9y , 9 fi L22�e_____ AND �/ /(o /9�¢, ONE COMPLETE COPY
ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE OF SOILS REPORT COMPILED FROM THIS S UDY, WITH MY RECOMMENDATIONS,
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE,
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS
GRADING OPERATIONS. I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS (EXCLUDING EXISTING MAN
MADE 2:1 SLOPES).
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED 2.
THE MAXIMUM VERTICAL DEPTH OF CUT IS 4.1' AND THE MAXIMUM
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE IN THE GRADING PLANS AND SPECIFICATION VERTICAL HEIGHT OF
FILL
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND / pFE$$�QN q
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED ev l r� ) 3. A. AVERAGE DEPTH VOLUME
OF CUT (Cu. Ft.) = 16 1.65
SIGNED: E: ,f-
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON _ �P ,�.___ --- 1 -- --
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS � d� car � --- � - --- - - -- OF CUT AREA OF
CUT (Sq. Ft.)
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN 9987
G.E. NO.: NO. GE713 m B.) AVERAGE DEPTH VOLUME OF FILL (Cu. Ft.) _ _ r "
_7830 58
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN EXPIRATION DATE: OF FILL AREA OF FILL (Sq.
Ft.) 13457
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT Exp. S-30 -0 /
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED G'
USE. ® � � LEGAL DESCRIPTION:
F G
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO J,glc{ OF C
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL PARCEL 1 OF PARCEL MAP NO. 17446
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR A.P.N.: 264 - 241 -03
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO --- - - - - --
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME DECLARATION OF RESPONSIBLE CHARGE
INS DRAINAGE AND EROSION CONTROL MEASURES HAVE BE SITE ADDRESS:
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
CALLE MARGARITA o
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS ENCINITAS, CA 92024
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED WE
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO OWNER f P ER M I TTEE: W
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE
PHILIP BERRY ELL RANCH RD
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE PROJECT DESIGN. �F roq� 1984 SPANISH OAK WAY
WITH SPECIFICATIONS. a 8kyz VISTA, CA 92083 �o
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE LO
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES DATE: KAMAL EIS T T » Exp s; ao
Q Rp to
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND - -- - - -- R.C.E. -------- i'
- - - - - -- - -- - - - --
�r < �P FOR tN
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT EXP. 6/30/0
0 N O/N
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTE ! �Tqs LONE
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH RE LIABLE TO 10 a c$�
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP �r
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING lMIPOWANT NOTICE 8
ORDINANCE. SECTION 4215/4217 OF THE GOVERNMENT .)c
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL K &S ENGINEERING CODE REQUIRES A DIG ALERT IDENTIFICATION
5 P
B E COLLECTED,
SO AS TO LEAVE THE D
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BE VALID. L 1v� W
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. PER YOUR DIG ALERT I.D. NUMBER CALL
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE OLIVENHAIN MUNICIPAL WATER DIST. ENCINITAS FIRE PROTECTION UNDERGROUND
SERVICE ALERT z
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY TOLL F 16po-g22 -4133
REVIEWED BY: REVIEWED BY: (619)296 - 5565 7801 MISsiOn Center Court, Suite 200 VICINITY MAP
SUCH MATERIAL. San Diego Ca. 92108 TWO WORKING DAYS BEFORE YOU DIG No SCALE
112 0/ 9
5 /4wRT ,ec ✓Aura Fog 2 yh„¢SDATE DATE
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO C)
DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF: RECD NED APPROVED GRADING PLAN FOR:
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HEADWALL. HORIZONTAL: N/A s DATE Z7 9� G tit/ J I �.�(/' V U �
LOCATION S.W. CORNER EL CAMINO DEL NOR1E BY: BY. DOUBLE " L" RANCH PARCEL Z o
& RANCHO SANTA FE ROAD. ,� 5�. ---� 3�' R.C.E. NO. : 48592 Z �
RECORD FROM C.S.D VERTICAL CONTROL VERTICAL: N/A BY. C ct9 AMAL S. S DATE: ?-10-9 DATE: 3 -11
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31 29 i WALL BACKFILL NOTE N
(j PER D -75 - 318.007 R o
! FF 319.00 / Sti WALL BACKFILL SHALL HAVE NON- EXPANSIVE o
MATERIAL TO A WIDTH EQUIVALENT TO 3/4 3
t / I /4" L� Z THE HEIGHT OF THE WALL
FOUND 3 I.P.
LS 4813 _ � �e� �? RETAINING WALL PER ' ,� � l , °• , 6 +11.73 END R
EX. INLET 322 OOTW SDRSD C -5 O ✓ o
318.00TF j
TG 321.15 1 0
1% MAIN. i a MH 3
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r 1 BW 310.67 1 J / ✓I IE 3
BW 310.67 j r� SURVEYE BW = 3 Q
' DGE OF CONCRETE
d REMAINDER PARCEL
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- BW 310.67 3 1
1 ; BW 310.67 z � � • �� �l
z o i
4 ' TW 314.3 c (n --
I BW 311.33/310.67 , ` TW 320.00 I e I
BW 314.00 I i 6 16
j 4
315.5 TW 320.00 1 12
, O I , i
BW 316.00 _ - 12 ' 1 SHOWN
? I BW 311.33/310.67 /� 318.5 TW 320.00 E A
1 .50' , j BW 317.33 SEWER STR P PLANS.
TENNIS COURT 312 / 320.0 ) t ' ON 37066
I I + 313.5
A N o
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A 1 ' I TW 320.00 1 � �u 317.0
BW 311.33 11.
24" BROW DITCH TW 320.00 t V '' w O
PER D -75 BW 311.33
y t s TW 318.00t ' 0 FOR STORAGE ROOM SEE STRUCTURk
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(TO BE CONSTRUCTED UNDER
SEPARATE PERMIT)
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0
TAV 315i07FL 113W 312.00 311.33
T/ / 12.50
U -v EX. INLET y
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316.9 X318 - \ I ° - \ 2D 0 10 20 40 w
( 2 ' 1 y 316.77 \ ` l � 1 S ( IN FEET )
317.O6FL 1 inch = 20 ft.
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TRAIL IMPROVEMENT PLANS PER `� 49 PARCEL 3
A DWG. NO. 3513 -1 �•_ ._ 3 1
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1 I ELEV. PER PLAN
PM N0. 17443 I '
RETAINING WALL
1 BROW DITCH PER PER SDRSD C -5
PER SDRSD D -75 a
d I ELEV. PER PLAN 1
z
ZIM 33 I.P. $ - ' v
LS 13 m 6 • ���,..:'�'.. " NOTE: N
W, 1.) ALL 2:1 SLOPES TO BE HYDROSEEDED
' 2.) ALL RIP -RAP TO BE No. 3 BACKING; T =0.6', 3/16" FILTER
K&S ENGINEERING m ` • ' y ,
0� T BOTTOM OF WALL
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1 =' ! �y' 3 +06.73 MH 11
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NOT To SCALE , ' = _ Z
San Diego Ca. 92108 W
CD
D ESIGNED W
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING N Y ^
3706-c, TM 93 - 053 DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION 0 RE� ENED AP L L
OC
COUNTY CRIB. SO IN TOP OF ED GRADING PLAN FOR:
HEADWALL. HORIZONTAL: 1 " =20' DATE � 79 ��
LOC ATION S.W. CORNER EL CAMINO DEL NORTE BY BY: DOUBLE * * L RANCH PARCEL 1 5 69 2-
G
& RANCHO SANTA FE ROAD. R.C.E. N0. : 48592
RECORD FROM: C.S.D VERTICAL CONTROL VERTICAL: N A AL EIS DATE: �" DATE: (- PARCEL MAP NO.
1 7446
Fly. 119.476 DATUM: U.S.C. & G.S. EXP, 06 -30 -2000 WORK PROJECT NO. SHEET 2 OF 2