1999-5843 G (Plans) i
WORK TO BE DONE
GRADING NOTES
LEG
A. GENERAL
"DECLARATION OF RESPONSIBLE CHARGE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED GRADE TO
PRODUCE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I DESCRIPTION D1fG.N0. SYMBOL QUANTITY
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
STANDARDS OF THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS
CONSISTENT WITH CURRENT STANDARDS.
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
CUT
2 THE SOILS REPORT TITLED ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE I UNDERSTAND THAT THE CHECK
OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE PROPOSED CUT OR FILL SLOPE (2:1 MAX.)
MIN N A AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING CITY OF ENCINITAS IS CONFINED TO A REVIEW
ONLY AND DOES NOT RELIEVE ME, ; QF ESS/ FILL C
11PN 264 - 101 -37. 1401 AKI LANE, ENCINITAS ORDINANCE. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. QR
0A, DAYLIGHT LINE FILL
PREPARED BY ,CONSTRUCTION TESTING & ENGINEERING INC. DATED: APRIL 27, 1999 5. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL
BE COLLECTED, FIRM: CONSTRUCTION TESTING dt ENGINEERING ,� O v . O� , , / F .��,�()��
SHALL BE CONSIDERED AS A PART OF THIS PLAN. ALL GRADING S HAL L BE DONE PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTO
'� EXIST. CONTOUR
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SO AS TO LEAVE ADDRESS: 2414 VINEYARD AVE. SUITE G
� Q 2a
THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE I � s 301
FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED CITY, STATE: ESCONDI00, CA 92029 a 45282
PROPOSED CONTOUR
SAID REPORT.
3. APPROVAL OF THIS PLAT DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL TELEPHONE: (760)746 -4955
FXP 115010Z PROPOSED FINISHED SURFACE ELEVATION 300.00 FS
��, � � 0 Z \
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. BY Cw/�• V, O k DATE: 7 0 11 l
C i V i v
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION CURTIS V. OLANDER of CAL V
p� EXISTING ELEVATION (300 -
•= GB
WITH IMPROVEMENT PLANS.
R.C.E. NO.: 45282 GRADE BREAK
4. WRITTEN PER M HALL BE OBTAINED FOR ANY OFF SITE GRADING. D LANDSCAPING ISS ION S
REGISTRATION EXPIRATION DATE: 09 -30 -0
PROPERTY LINE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 1, ALL SLOPES SMALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS
DIRECTION OF FLOW
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRiOR TO GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
GRADING. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN FUTURE BUILDING LIMIT E3
6. THE DEVELOPER MALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK
WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY OCTOBER 1 AND APRIL 15.
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. GRAVEL BAGS 840 EA.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY - DEVICES, WATER LATERAL �- 1 EA.
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFIRMING TO ALL LOCAL, E. EROSION CONTROL
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW AND REGULATIONS.
1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT GARY FILIPS SEWER LATERAL S 1 EA.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE PH NO (760) 942 -5102
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. HYDROSEED 5,670 SF
AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. + + + +
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL �J
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE GRADING MEETING HAS BEEN STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE
RAPID 4" A.C. /6" A.B. 5,500 SF
HELD ONSiTE WITH THE FOLLOWING PEOPLE PRESENT : CITY INSPECTOR, CIVIL ENGINEER, CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
SOILS ENGINEER, GRADING CONTRACTOR AND PERMiTTEE. THE PRE GRADE MEETING
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
THE APPROVAL N ROAD ENERGY DISSiPATOR (D -40, TYPE 2, 6" ROCK, T =1') 00 3 CY '
(760) 633 -2770. OF THE ENGINEERING INSPECTOR. FOUNA
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
ORDER 8" PVC PiPE _ = 35 LF
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING
T
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE RAINFALL. Q�� S ( I GUARD POST (RSD
M -9)
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY PG A
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR o� cONF OLIVENHAIN
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED
CERTIFICATION SHALL BE PROVIDED STATING :"THE GRADING UNDER PERMIT N0..5$ -G 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO `" ENVIRONMENTAL REVIEW NOTES
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING
f(
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL HAZARDOUS CONDITION. � ENO DES NoRTE 1. EARTHWORK
QUANTITIES
BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CML ENGINEER WHO CERTIFIES
SUCH GRADING OPERATION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL a CUT
: ��3� CY
BE INCORPORATED HEREON. z FILL : /6 CY
B. NOTIFICATIONS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF � EXPORT :
/Z7 CY
I. THE EXIISTENCE AND LOCATION OF UTILITY PIPES AND STRUCTURES O SLOPE AT THE COLLUSION OF EACH WORKING DAY. 2.
STEEPEST EXISTING SLOPE WH THE PROPOSED GRADTN'G IS TO OCCUR IS 11%
SHOWN ON THESE PLANS WERE OBTAINED A SEARCH OF AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
OF EACH 3. MAXIMUM VERTICAL DEPTH OF CUT : 4 FEET
ON THESE PLANS, HOWEVER : WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
MAXIMUM VERTICAL HEIGHT OF FILL N3.5 FEET
THE CONTRACTOR iS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SiTE. R IS THE
0
CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES 10. ALL GRAVEL. BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
1.85 FT. AVERAGE DEPTH OF CUT ol
4. VOLUME OF CUT 32,336 CU. FT. _
OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF
AREA OF CUT 17,479 SQ. FT. rn�
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK
11. SHOULD GE
SEWER (CARDIFF SANITATION DISTRICT) 1- 760 -633 -2770 RMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
VOLUME OF FILL 32,372 CU. FT. �a
SAN DIEGO GAS AND ELECTRIC 1 -800- 422 -4133 OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
AREA OF FILL 18,060 SQ. FT.
1.79 FT. AVERAGE �PTH OF FiIL �t
WATER (OLIVENHAMI MUNICIPAL WATER DISTRICT) 1 - 760 - 753 - 6466 STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
PACIFIC BELL HAIN M NICIPA 41 THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
CABLE TV (DIMENSION CABLE SERVICES)
1- 800 -422 -4133 STATE OF CALIFORNIA.
UNDERGROUND SERVICE ALERT 1 -800- 422 -4133
' T VICINITY MAP a)
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR 0
BEGINNING ANY WORK ON THiS PROJECT. PHONE : (760) 533 -2770 NTS 0
C ONTRACTOR SHALL GIVE 24 HOURS NOTICE ON THE CALLS FOR INSPECTION PHONE : OWNERS: N
3. THE C SOILS ENGINEER'S CERTIFICATE
(760) 633- 2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WiLL BE
U
SUBJECT TO REJECTION AND REMOVAL.
GARY do CINDY FILIPS p
7575 CALOMA CIRCLE
C. GRADING I. RODNEY D. BALLARD. A REGISTERED CIVIL ENGINEER
CARLSBAI)
1. ALL THE GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESSAN THE FIELD
OF APPLIED SOIL , CA 92009 a
UNDER HiS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT PHONE: (760) 942 -5102
AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL WITHIN THIS SiTE WAS MADE BY NC OR UNDER MY DIRECTION BETWEEN THE
DATES
SUBMIT SOILS REPORTS AS REQUIRED AND DETERMINE THE SUITABILITY OF ANY 4/16/99 AND 27/99 ONE COMPLETE COPY OF THE SOILS OWNER
CERTIFICATE w
FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
TO
INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN THE OFFICE OF THE CITY ENGINEER. FURTHERMORE. I HAVE REVIEWED THESE
GRADING PLANS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
PROJECT GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER -ALL
WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF W
N
ARE ACCEPTABLE FOR THEIR INTENDED USE. ~-
THIS SITE.
Li
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
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POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SIGNED: *pfe =fit
o r 4 GARY FILIPS AE a
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED t► ,.
AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES G.E. NO. m e - 2173 ece +& e f
ti
HAVE BEEN INSTALLED. a @' c " V . y , Z
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE DATE: s
• � -- • DATE
6/30/00
OBJEC T S
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND CINDY FILIPS
N MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE LICENSE EXPIRATION DATE: �' �a cNw
OBJECTIONABLE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE N
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER AND
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
PROJECT LOCATION
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OLIVENHAIN MUNICIPAL WATER DIST. ENCINITAS FIRE DEPARTMENT CARDIFF SANITATION DISTRICT
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER a
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264 - 101 -37 `
48
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Z o/Z199 _ � 99 F
. L_D L ) q� - U,
E qN63 DATE NAME DATE AWE DATE
SIGNATURE EXPIRES 2 YEARS nM DATE I z
DESIGN BY DRAWN BY CHECKED BY APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT cvo cvo Ms
SAN DIEGO COUNTY VERT. CONTROL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED .,
GRADING AND EROSION CONTROL PLAN FOR
"OC- 0073" CHISELLED SQ. ON TOP OF H=zowAL : DATE : 7 0 11 5 843 - G
N A
HEADWALL, LOCATED AT SW CORNER OF ENCINITAS RESIDENCE, PARCEL 3
C
R..E. No. : 4S2S2
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EL CAMINO DEL NORTE do RANCHO N/A C" V . Q, BY �, BY Lu 4
SANTA FE ROAD. vEt:ncA� CURTIS V. OLANDER ATE : - 7- : - _ PARCEL MAP NO. 1185
s�5 pef+r� cr Go/'$b...� EXP. 0� -30-02 D DATE °� 9 9
EL - 119.476 DATUM: U.S.C. do G.S. SHEET 1 O
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I=. 20' RUNE ESM'T GRANTED TO QT MHAM
I MUNICIPAL WATER DISTRICT BY DEED RECORDED
" 5/3/61 •76509 OF O.R.
« APPROXIMATE LOCATION OF EXIST. WATER MAIN.
` CONTRACTOR TO VERIFY.
I WATER SERVICE CONNECTION WITH
/ E XISTING WATER MAIN
• / I I
I I I
EXIST. DIRT ROAD
� I I
I
I
` PROPOSED 8" PVC SEWER MAIN
EXTENSION PER DRAWING NO. CS -285
I I
i EXIST. 52' IRREVOCABLE OFFER TO
I DEDICATE REAL PROPERTY GRANTED TO
THE COUNTY OF SAN DIEGO BY DEED
RECORDED DOC. NO. 310620
\ DATE 11 /20/72
APN 264 -101 -36
EXIST. 40' PRIVATE ROAD
EASEMENT PER MAP 1185
\ CONNECT LATERAL TO PROPOSED SEWER MAIN EXTENSION j
PER DRAWING NO. CS -285. I.E. =410.00
EXIST. 20' X 20' EASEMENT FOR
ROAD AND PUBUC UTIUTY _
EXIST. S : PURPOSES RECORDED 1/15/73 •�
• 7'g5 "E 31,q.99
AREA TO BE CLEARED AS FILE NO. 73- 011294, O.R. N8 _
FOR ACCESS BY OTHERS)
'TRANSFORMER PAD
PER RSD 9 AS NECESSARY EXIST. 1� T'ROAD / i XIS T EE LUMP
TO PROTECT EXIST. UTIUTIES
EXIST. 20' X 20' EASEMENT FOR ROAD TEL P .•: .' ADED EARTH BERM
�
AND PUBLIC UTIUTY PURPOSES N o- PER DETAIL 'C' OF
EXIST. BOLLAR } •.,•; ; ; , PROPOSED-9 PVC STORM RSD DS -10
ELECTRIC METER ` '�•'•'. • °,:; RAIN -PIPE O .0%
PROPOSED 16' WIDE : ; / ti > �
A.C. DRIVEWAY :: y
PROPOSED 1" WATER
SERVICE PER RSD W -1 \ c
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PROPOSED SEWER LATER A L
8 ' :•:•'•
PER RSD 5 -13 .. �� NTS
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ao , • �•:•: ' LAYERS OF-SAND BAGS �\
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! 2.61 . \� : • • _ WIDE A.C. DRIVEWAY
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418.05 F n
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416.00 FL o 0 1 �` \� �� `� :•: • 4 z
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5' X 5' ENERGY DISSIPATOR PER , - ��'
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4,7.1 „ .. �'r 4, rT SECTION 8 8 Lj
FF =419.20 FF =419.95 _ 1 0 l
PAD =418.70.. _ P�b,"19.4._ 5
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.7. ` 2 _ 2 XIS 5' ACIFlC ill E SEMENT 5;
2 FL Q 1 •s4Z 0ECORDED 6/11/ Ag FI GRAPHIC SCALE
0 ~ NO 87� 251 6, R� \ `t 30 o 15 ao eo pro- CA
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41 0
.86 F ,�g.
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2:1 T ` ( IN FEET) z
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— X87'40' 41` 320.00'`� \ z
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APM 264 101 - 15 0
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DESIGN BY DRAWN BY CHECKED BY APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING
NO. o
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE cvo cvo M s P
SAN DIEGO COUNTY vERT• CONTROL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING AND EROSION CONTROL
PLAN FOR 0
"OC -0073" CHISELLED SO. ON TOP OF HMZOWTAfL : 1 = 30 DATE : 1 ` _ G
HEADWALL, LOCATED AT SW CORNER OF y ENCINITAS RESIDENCE, PARCEL 3 c
EL CAMINO DEL NORTE & RANCHO N/A C �1 t R.c.E No.: u2e BY VER
U
SANTA FE ROAD. CURTIS V. OLANDER 09 -30 -02 DATE �.7. 9s DATE q -!�- 9°1 PARCEL MAP N0. 1185
SHEET 2 OF 2
EL - 119.476 DATUM: U.S.C. do G.S.