1996-4619 G (Plans) 1°137°
GRADING PLAN GENERAL NOTES 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL DECLARATION OF RESPONSIBLE CHARGE
0 20 4 80 120 Q /moo BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE I HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK FOR THIS P J
A. GENERAL CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER
THE DESIGN F E �J
1 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE A NEAT AND FINISHE=D APPEARANCE FREE FROM UNSIGHTLY
DEBRIS. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS D
W Q STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
FROM THE PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CL R T
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL
OF ANY STANDARDS. to
K SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR SUCH MATERIAL. I UNDERSTAND THAT THE CHECK
OF PROJE
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR D. EROSION CONTROL SPECIFICATIONS BY THE CITY OF ENCINITAS
IS C A D
Q F
\ TO ANY REQUEST FOR INSPECTION. 1. IN CASE EMERGENCY WORK IS REQUIRED, ONLY AND DOES NOT RELIEVE ME,
AS ENGI v W Y
I 2. THE SOILS REPORT TITLED PREL /.NC SO /LS /NYES7 / GAT /ON PREPARED CONTACT 8E17FCAip AT 94�6 -22 17 (PHONE NO.). RESPONSIBILITIES FOR
PROJECT DESIGN. " �y
m I BY ENG /VEER /NG DATED -/0 -95 SHALL BE CONSIDERED 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
m Np, 2gp6a m
N AS A PART OF THIS GRADING PLAN, ALL GRADING SHALL BE DONE IN AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY BRUCE H MACFARLANE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO 969 VALE TERRACE DRIVE
2 LEGEND CONTAINED SAID REPORT. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN PAIN IS VISTA, CA. 92084
I T
3. APPROVAL L CIVIL
OF THIS PLAN DOGS NOT CONSTITUTE APPROVAL OF SIZES, IMMINENT. (619) 758 -3955 ICI1L1
PR /VATS RDAD EASEMENT EXISTING CUT SLOPE EXISTING FILL SLOPE LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS 3. DEVICES
SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
PER MAP NO /Z$ /6 WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THE APPROVAL OF THE ENGINEERING INSPECTOR. BY:
-� DATE: 3 -/- g�
PROPOSED CUT SLOPE PROPOSED FILL SLOPE THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. THE CONTRACTOR SHALL RESTORE ALL
EROSION CONTROL DEVICES TO SIGNATURE i
EXISTING CONTOUR PROPOSED CONTOUR -
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER
- �_ - 3�0 - -- _
�. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO EACH RUN -OFF PRODUCING RAINFALL. RCE NO.: Z. ��G 2 EXP.
DATE: 3 -� /- gv�
cur PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL
�i EXISTING RETAINING WALL _ ° DAYL /G�// T L /NE F � ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO .
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
\• CONDITION EXISTING PRIOR TO GRADING. INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES SOILS ENGINEER'S
CERTIFICATE
SANDBAf/S�1 LAYERS, UNLESS R/P -RAP mg 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR W HICH /G'PCGD / PER -/d
- .
oTi,ERn/isE -
R v wAY CH MAY ARISE -
NOTED- TO a
V \\ E BENCHMARK WHICH IS DISTURBED OR DESTROYED - - IiERLa R LANTI _ARE= GISTERED
CIVIL ENGINEER IN E
\� R /ND /GATES RouC/1 ORADE SHALL BE RE- 6. THE- CON TRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY STATE OF
CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FI HIED
F
EXi r. rEL sox GLEAM; Oz /LT ANDDE.BR /S ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS WHEN APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND ST Y
EX /ST s E w ER LATER qL
As NEEDED. FF /ND/CTE.
AS FiN /SHE FLOOR OOR LICENSED LAND SURVEYOR. IMPOUNDED WATERS' CREATE A HAZARDOUS CONDITION. OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SIZE WAS MADE B E
EX /ST WATE METER � t 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 7. ALL EROSION CONTROL MEASURES PROVIDED PER
THE APPROVED OR UNDER MY DIRECTION BETWEEN E
=r z BROWD /TF/PERD 7S ---> DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR GRADING PLAN SHALL BE INCORPORATED
HEREON. DATES SE 95 AND NOV. 95 ONE COMPLETE COPY OF E
�SEEEI) CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY SOILS REPORT COMPILED
se FROM THIS STUDY, WITH MY RECOMMENDATI
h' STANDARDS, LAWS AND REGULATIONS. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY HAS BEEN SUBMITTED TO THE
OFFICE OF THE CITY ENGIN
9 6_ 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A g ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE
IN PLACE AT FURTHE=RMORE, I HAVE REVIEWED THESE GRADING PLANS AND CER
/Q PROPOSED STORM DRA /N SYSTEM BY OTHERS. STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE END OF EACH WORKING DAY WHEN THE
FIVE (5) DAY RAIN PROBABILITY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
a� THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
`i /5' SEE AGREEMENTLETTER FORECAST EXCEEDS FORTY PERCE=NT (40 %). SILT AND OTHER DEBRIS SHALL PROJECT HAVE BEE INCORPORATED
IN THE GRADING PLANS
BET3YEEN H /RSGHKOFFA //D LLOYD FDR /MPROYEh9ENTS CITY RECOGNIZED HOLIDAYS. BE REMOVED A(7ER EACH RAINFALL. SPECIFICATIONS.
9. NO GRADING OPERATIONS SHALT_ COMMENCE UNTIL A PREGRADING
T//ROUGH GANOS DF[yDN DATED /- /9- 94,, 9.
HAS BEEN HELD ONSITC WITH THE FOLLOWING PEOPLE PRESENT: 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE SIGNED:
QaoFESbIp�
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR EFFECTIVE COVERAGE OF GRADED SLOPES (90 % COVERAGE) PRIOR TO
p
SEE GRAD /N!� PL d 01 1 0 AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE NOVEMBER 15, THE SLOPES SHALL
BE STABILIZED WITH PUNCHED STRAW WQ� pL� R �F
I RCE NO.: 35220
N0. 3 989 - G �:I H INSTALLED IN ACCORDAINCE WITH SECTION 35.023 OF THE EROSION AND
1 CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (61 J) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY SEDIMENT CONTROL HANDBOOK OF THE STATE
OF CALIFORNIA EXP. s NO nm
OD A
�' p PROPOSED CONSTRUCTION SITE WITHIN THIS PROJE =CT THE DEVELOPER . DATE: G- 30 0 �
DEPARTMENT OF CONSERVATION. * EXP 6-30-98
3
9Y .9 3� SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR E. HYDROSEED �l' CIVIk
R63 3 THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED
6:1 r ` of
f. Ffy �y,y �JP CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARC:
OWNER'S CERTIFICATE
REGARDS TO THE HAULING OPERATION. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. I (WE) HEREBY CERTIFY THAT A
REGISTERED SOILS
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE
IS NOT ENGINEER GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE GRADING
ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
. SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: MATERIAL AS APPROVED' BY THE CITY ENGINEER
SITE.
/ 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE �J
<> o 3 P PR ®,°ose"o RtE \ i°AR C 5 "THE GRADING UNDER PERMIT NO. Ye. /9- G HAS BEEN PERFORMED IN OPTIMUM LEVEL FOR THE
GROWTH OF THE HYDROSEEDED GROWTH. �(.� d . DATE: Z2
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: SIGNATURE
i/ 3 �3 SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE 1. SEED MIX SHALL CONSIST OF NO LESS THAN
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO
3 A. 20 LBS. PER ACRE OF ROSE CLOVER.
B. 20 LBS. PER ACRE OF ZORRO FESCUE_.
w'3 3k y�. CERTIFIES SUCH GRADING OPERATION. STRUCTUR O C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA.
/°ARC EL 2 / 3 I N B. NOTIFICATIONS D ACRE OF ACHILLEA MILLEFOLIA. OWNER: GENE HIRSCHKOFF
3
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND ACRE OF ALYSSUM (CARPET OF SNOW). 1 FLAMENCO COURT
PM 7f z Z J 6R jr3+W 3' ST OF OUR KNOWLEDGE THERE O E. 3 LBS PER F. 1/2 LB. PER ACRE OF DIMORPHOLECA. LA COSTA, CA. 92009
/ �• a. AVAILABLE RECORD TO THE BE ST ITEMS C,D,E, AND F OF THIS SUBSECTION MAY BE OMITTED ON
As 3 � / ' �' EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: LOCATIONS WHERE THE AREA B� LEGAL DESCRIPTION: PARCEL
3 OF PARCEL MAP 17122
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES EING HYDROSEEDED IS NOT VISIBLE
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN ASSESSOR'S
PARCEL NO: 264 - 240 -21
A.eA I :I y-i 7 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY - FIXING BACTERIA AND APPLIED DRY EITHER
BY DRILLING OR
/ 7 4E
C BROADCASTING BEFORE EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND I ALL SEED MATERIALS
SHALL BE T LL BE T EEDING.
\ NOTIFICATION OF COMMENCEMENT OF WORK: RANSPORTED TO THE JOBSITE IN
/ . A. SEWERS - CARDIFF SANITATION DISTRICT - 633 -2772
/ R
� 1'x 2' Rho RAP UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT B. GAS AND ELECTRIC - SAN DIEGO GAS AND ELECTRIC - 232
-4252 FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR OF
ROG.<�2 LA VE
sANDBA�s Al C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 753 -6466 PRINTED O SAID CONTAINERS.
/ LA y$�e NG TOEOFSLDP # D. TELEPHONE - PACIFIC BELL - 298 -0595
J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE
E. CABLE T.V. - DIMENSION CABLEVIS'ION- 943 -9000 HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
PARCEL . �r 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS
THAN 2,000 LBS. PER
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770. ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART,
FOR
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS
USED IT MUST
--
INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED WITHOUT BE AN CHORE OF F THE S T S TO THE SLOPE BY MECHANICALLY
PUNCHING NO LESS THAN
`r 1V BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. F TRAW INTO THE SOIL.
C. GRADING -- _R CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0,
-� N07E•' OFFS /TESTM'DRA /N �" -( �� � _
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS
WITH S Lin LP
Yp
DR LED AT THE RATE L 500 LBS. PER ACRE.
// reusTBE /NPLAGEPR /oR TO __ P�0P9 S SEEDED SHALL BE PREPARED PRIOR TO
5 6� /SSUANGEOF�PERM /T {I,� o�rE DJ ENGINEER OR UNDER FITS /HER DIRECTION. HE /SHE SHALL OBSERVE AND
Dy �x 1A TEST THE L -XCAVA I ION PLACEMENT AND COMPACTION OF FILLS AND
HYDROSEEDING BY
D 3 BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION
AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL OF. N
t D 5� REPORTS
A TRACK WALKING SLOPES STEEPER THAN 6:1. 0�
- = '
� I /jCN MATERIAL. UPON COMPLE ON OF GRADING OPERATIONS HE /5HE SHALL
l g RowD STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER B. CL AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE.
HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS 2. NDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING
BY:
--
_ -Ex /s r. TEMPORARY EARr//EN ,i ypROPOSED 0
BRDW D /TCH TO BE REMO/'ED AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE A. ADJUSTING THE SURFACE MOISTURE TO
PROVIDE A DAMP BUT NOT
APPROVED GRADING PLANS AND THAT ALL E AND SATURATED SEED BED.
� / 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED S W
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
V87 °03'?3'E � 327.00' �1�1 � � � / SURFACES COVERING ,SALINE_ SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
- - - HYDROSEEDED
- TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. AREAS SHALL BE MAINTAINE=D 10 PROVIDE A VIGOROUS
HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED
OR, FOR
`� � /�i3ldPOSED /Z "CMP �
ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL
{
r TAKE REMEDIAL MEASURES - To PREVENT EROSION OF FRESHLY GRADED THE PROJECT IS COMPLETED AND ALL SE=CURITY RELEASED.
Q p I AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL ENVIRONMENTAL DATA: q
11 TI MEASURES HAVE BEEN INSTALLED. �- 1
1) STEEPEST EXISTING NATURAL SLOPE ON -SITE= /0 PREPARED °I°
1 , i -� A . 3. ALL AREAS TO BE T=ILLED SHALL BE i
TO BE FILLED AND FILL 2) MAXIMUM VERTICAL DEPTH OF CUT= 2
SHALL BE PLACE IN ACCORDANCE WITH STANDARD SPECIFIC
� -� _ SPECIFICATIONS. ALL 3 MAXIMUM 4
- M VERT
/ 3 S' _ ) VERTICAL DEPTH OF
L L D / _
J ( v D T L d T / g/ \ II T VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED 4 -
- S S
AVERAGE DEPTH OF CUT = so0 C.Y.X 27 / /y, /30 S.F.= o. '
ACTOR FORM THE SURFACE UPON WHICH THE FILL IS TO BE 5) AVERAGE DEPTH OF FI 20 00 C.Y.X27/ /a,z�/ 3.0
0
c. N 0
I e MAP 9 DS EARTHWORK WORK 'C
0I Iq MAID 7'03/ MAP 90S/ BY THE CONTRACTOR S.F. = J
1� i PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE EARTHWORK
v 3' FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A CUT= 300 C.Y.
DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT FILL= 2000 C.Y.
rs" 1 / SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER IMPORT / = /700 C.Y
_
A /F DO ✓E yp�p� AND COt�APACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. j
o i 1 I MAR6AR /TA 0
v 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO `
PRODUCE SMOOTH I SURFACES AND UNIFORM CROSS SECTIONS. THE BRUCE iS! .C. A
4 /N
SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED MACFARLANE R E 2BOL2 DATE
D JACfC AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A /
i �' NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE 0.
" MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE c
d LB11 LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF, THE
TOE AND TOP OF ALL SLOPES SHALL
TYP /CAL BERM TYP /CAL BROW D /TCH LL BE ROUNDED IN ACCORDANCE WITH �
C� TOP OF FILL SLOPES > ( o TOP OF CUT SLOPES THE GRADING ORDINANCE.
W Ll
Y /C //V /TY MAP - ,✓o SCALE -- Q C
- N6 SCALE -
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMON /TYpEYELOPMENTOEPT. DE S I GNED WN ECKED BY APPROVALS
CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING Lij Q Q
AS Bu /L -ql PEAM17 02-19 -9 Cy /SE[ED sa TO,�NDi✓AIL MARKED XL P EPAR D UNDER SUPERVISION OF RECOMMEND D A OV
D
RECORD Pb9A/
{y /STEEL FENCE POST. ATSNCOR. /NT HORIZONTAL f0 / G j � - DATE
CAM / BY: BY: G RAD I/Y �7 AND EROSION CD/YTROL PLAN
EL NO DEL NORTE g RND SANTA FE d v
R0.23'W R110 SANTARD, f Io0'S.EL VERTICAL N A BY: � ' +Z3 -`l6 BRUCE v CFARLANE R.C.E. NO.: 2 DATE: 5 -7 -� DATE: 5 -'t
-Rb FOR PARCEL 3 OF PM 17122
CAM /NO DEL NOTTE ¢ DATE ENGINEER 3 3/ 98
ELI✓. / /9.s/7& DAr(/M: M.S.L. EXP. WORK PROJECT NO. SHEET / OF