1997-5331 G (Plans) GRADING NOTES NOTIFICATIONS
LEGEND LEGAL DESCRIPTION PARCEL 2 OF PM 17
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. 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 S.D.R.S.D.
A.P.N.: POR. OF 264- 451 -18 -00
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ITEM NO. SYMBOL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER:
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PROJECT BOUNDARY - - SITEADDRESS LONE
HILL ESTATES COURT, ENCINITAS, CA.
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
INVESTIGATION PREPARED BY COAST GEOTICHNICAL FOR RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO EXISTING PROPERTY LINES
LOT 1, APN 264 - 456 -18 (ACTUAL APN 264 - 451 -18) CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR OWNER/PERMII
EXISTING CONTOURS . TEE MR. RICK HETTICK
DATED OCTOBER 29, 1997, SHALL BE CONSIDERED AS A STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND ``-
P.O. BOX 2607
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
DEL MAR, CA. 92014
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS WORK: PROPOSED CUT /FILL LINE �_
CONTAINED IN SAID REPORT.
A. SEWERS - CSD 633 -2770 PROPOSED CONTOURS 476
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS 6 ELECTRIC - (800) 422 -4133 PROPOSED SPOT ELEVATIONS 1 -472.5
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - OMWD 753 -6466. ROPOSED EL BAGS (SEE SHEET 2)c�
CONJUNCTION WITH IMPROVEMENT PLANS. COA/C,�'ET -` ESTIMATED QUNTI
ATIES
D. TELEPHONE - (800) 422 -4133 PROPOSED -i LINED BROW DITCH 0-75
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE lTf'f'E B> CUT 2,950 C.Y.*
GRADING. E. CABLE TV - (800) 422 -4133 OPOSED 2:1 ILL SLOPE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 PROPOSED 2'1 CUT SLOPE FI
LL 2,950 C.Y.*
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. ' PROPOSE RIVEWAY IMPORT 0
C.Y.*
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) 633 -2770. 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 QUANTITIES MAY
VARY DUE TO SHRINKAGE OR SWELL FACTORS) .
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. REFER TO SOILS REPORT FOR IMPORT
RECOMMENDATIONS AND BLASTING.
OR A LICENSED LAND SURVEYOR. 2'
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL ENVIRONMENTAL NOTES:
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGINEER'S CERTIFICATE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND /.5� 1. THE STEEPEST EXISTING SLOPE IN THE GRADED
AREA IS 25%.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I, VrfAa 4 Sin harc 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 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS
10.7' AND THE MAXIMUM
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY _
VERTICAL HEIGHT OF FILL 12.8'
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES / 0 -/3-q 7 AND /40-Z'7-97. ONE COMPLETE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY U
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 4.26 FT.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
OF CUT AREA OF CUT (S.F.)
ENGINEER, ALONG WITH UPDATE LETTER DATED /2-23-4 FURTHERMORE. I
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE g " ,9B,M pEie x -7 `
5 B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 3.89 FT.
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT ESS�® 1
OF FILL AREA OF FILL (S.F.)
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. Nq
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING `lP 5IN�� ll •�,;�
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: V 9
ADVANCE BY CALLING (760) 633-2770. is 782
RCE NO.: G. E. 7 S 2 r '
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY * 12 - 31 - 01 i n
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE: /2 -31 - 01 P te, 1 colvice6l
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE ®_ �'� LINED D I T C H p 1
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 'c►��\� E� D - 75 TYpE
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE DECLARATIONOFRESPONSIBLECHARGE Fc NO SCALE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
OPERATION. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. - '
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
5331 -G HAS BEEN PERFORMED IN SUBSTANTIAL BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DESIGN.
WHO CERTIFIES SUCH GRADING OPERATION. j Q
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY: � DATE f � / 2
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE WAYNE PASCO
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS R.C.E. 29577
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ZEAR � 1 SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF OWNERS
CERTIFICATE: PAD
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR IN HIS OPINION, ALL EMBANKMENTS AND
EXCAVATIONS WERE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AND ADVISE OF THE COMPACTION SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS
OVER ALL GRADING ACTIVITY ARE SUITABLE FOR THEIR INTENDED USE. AND STABILITY OF THE SITE. BERM
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED AT TOP OF ALL FILL SLOPES
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING NO SCALE
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID SIGNATURE
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE MR. RICK HETTICK
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION P.O. BOX 2607
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DEL MAR, CA. 92014
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND EROSION COWROL
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE RICHARD HETTICK AT (619) 719 -7032.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE I [OA/6 NaZ arMS
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL [ZVA16#11L
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM ---y+
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 12 "X 12" GRATE PER
NDS 1223
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL OR APPROVED EQUAL
N a ao• SI1�
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
�E
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
ACCORDANCE WITH SPECIFICATIONS. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 1zJ , N �,Kn.p
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. H/i AN Roerd,VA
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 6" PVC (SDR -35) sr' QANCH e0.
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 1.5' MIN. STORM
DRAIN 6 FITTINGS
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AFTER EACH RUN OFF PRODUCING RAINFALL.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL+c"
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 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 1.00% MIN. SLOPE o
ACCORDANCE WITH THE GRADING ORDINANCE. WHICH MAY ARISE. K
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE DETAIL
` "E
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE AREA DRAIN o �►
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF NO SCALE t�
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED �
Q
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. GRADING PLAN SHALL BE INCORPORATED HEREON. �Q h
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY H
/O ao
RQ
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK FESS
Oe Nql w c
z
LANDSCAPING DAY R
. k, � A . p� F2 cu
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 9 . ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN C7 O r" w rn r w
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL uu R'' Lo
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT ENCEN AS O MUNICIPALWAMDIST.
cr No.29577 =0 ti
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. Exp .3/31/99 ^��/
y,5' - g�/ /�l Q
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE REVIEWED BY. REVIEWED BY. "� U // ICIlUl/ Y IV,4�
a uicn
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL ` G1V1� \Q' A10 SCALE SLOPES EFFECTIVE
COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH / '� /
�OF CA 0VFS
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 `�� Z ce -N_-c l2/2
/ 1-11 d WAY�tI .q p �l5co, ,ece ev 57
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE DATE DATE
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
YALIP Fib ZY6XC,S F,RoM ltr 0 /m
REVISIONS APPROVED DATE REFERENCES DATE BENC SCALE CO DEVELOPMENT DESMHS D BY DRM BY CHEWAP BY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPAIElUENT DRAWING NO.
I AS - &11 - /L•fly COUNTY BENCH MARK OC 0073 REVIEWED Y. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP VED
GRADING PLAN FOR:
CHISELED SO. IN TOP OF HDWL .
�. -
HORIZONAL 1" = 20' DATE:. � BY: BY: 5331 -G
S.W . COP. EL CAMINO DEL NORTE ✓ , �Z , . 17. g � /�,� A: �
6 RANCHO SANTA FE. RD. R.C.E. NO . 29577 DATE: -! DATE: �� Z'
VERTICAL N/A DATE AYNE PASCO �°�I,Q l'M 17967
ELEV. = 119.476 EXP. 3 -31 -99 WORK PROJECT N SHEET I OF 2
PE 769
e
1` E
EXIST. GRADED ACCESS
S
0 W ( 475.3 )
-° 2 \
� X AC APRaV ♦ ♦.
% (4 1 76.9) IW=24,9 Tpu
(476.5) (�v
I P�CEL 1
476.7 CL • Q
{3
� l - 476.4 '< ♦ ♦ i1
�`\ I
474.7 ♦ ` \
\ \
CL
I
473
3
P
y ' a 476. - 'T6- \`
465.8 FL .472 475.0 IE 4BO
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\.. 0 73.
5 IE
T
470. ♦ !
\ _ O
t• r r ' ., • lob
5 X 5 ENERGY DISSIPATER
MAI
FMl"&C4455 W/ ONE LAYER 46& 472.0 °472.2 4473 q ♦ ♦ ��}
\ I ' ~ WOVEN FILTER FABRIC FS
470. 471
•.+ �t -� � °.
FL .. ♦ ♦ �`
471.5 FL i
FL,
S ` 4p r 472.5 ac 72.0 ` � Q ,
472.5 FG FG
Art
CT) \ 485.4 FL ` ♦ f'
471.4 " . � >..<`� a -�
1 p P�-- a ,
PROPOSED RESIDENCE �'., ,- 472.4
472
\ RAISED FLOOR \° F FL ---\ HYMOSEED ALL SLOPE I I
n. FF =SUB -PAD + 25 "'` o a� 4725 FS ,�• 1
4 w • pl T 472. a
472.5
1 ' Fs - �' ° ' � OD
1 �
PAD = 47 �
472.5 FF - 473. 472.5 a a� _ 472.
F _2"5 FG GARA SL I �,
472.0 SUB PAD 471.32
'> .5
J 1 l
UI N Z'lWa
472 OR
Pll'DROSEED ALL SLOPES, \ FG AT P-A r), EWI� 0) =' w
472.5 FG 4. NOTE: I FOUdD ANQ ACTUAL- PMCEL 2
D P� CO OP-- ATION SLAS FF s 473.0 n(�
STEP GAR • G472.5
72.3 7- 6 472.0 °
U� ' 3.00 •
FUTURE POOL
BY SEPERATE i 4-72
o PERMIT <\
PER DOC. 77-524982
7- 524982 T .
AD 470.5 = REC. 12 -20 -77
l�
• \ I . A T �`�' , 471.5 \.
471.6 FL I t'
FL
458.
EXIST. PRIV. RD. & UTIL. ESMT. • I
' 471.0 PER DOC. 306530 REC. 12 -31 -71
3 ' X 3 ' ENERGY DISSIPATER ; }
l NO. 3 BACKING W/ ONE LAYER � � � " EXIST. PRIV. RD. & UTIL . ESMT.
�\ WOVEN FILTER FABRIC 6" PVC (TYP. ' / * PER DOC. 75 -255OW REC. 9 -22-75
OF O.R.
PUSLIC C. -TRAIL ESMT,
PER MAP __ -, •+
NO. 13208.
'
X6 ' ENERGY DISSIPATER
` I MCIA14G C4.45.0 W/ ONE LAYER
� I a
I
t
WOVEN FILTER FABRIC �470 FL
in
LLI CU
I tl
O
z cu
q
f I g
z m a
Lij 3: Lo co
A 5 - 5u/t- r
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' .1 rF 384.01 ' co a� _mw_ _ a
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a
A/RYw6 Q. A4 S5'0; PC•E Z957T \` GRAPHIC SCALE 1 , r =2 r ' i APN 264 -4 1 -05 APN 264 -451 -11
0 20 40 60
REVISIONS A RO DATE REFERENCES DATE BENCHMARK SC ALE CO DEVELOPMENT D ES D BY DR
M BY cHEWAP BY APPR OVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVvWG NO.
n A - urLr /I. COU NTY BENCH MARK OC 0073 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEN ED APP VED
GRADING PLAN FOR:
CHISELED SO. IN TOP OF HDWL .
HoRIZONAL s ° = 20 ' DATE: / �7 � BY: � BY: 5331
S.W. COR. EL CAMINO DEL NORTE -
& RANCHO SANTA FE. PD. R.C.E. NO . 29577
DATE: f-�i-��f DATE: -lam' ip�i���L 2 • ,t�M. �7�i7
VERTICAL N /A AYNE PASCO EXP. 3 -31 -99 WORK PROJECT N0. SHEET 2 OF :2 ELEV . = 119.476
PE 769