1990-293 G (Plans) {
i
WORK TO BE DONE I�
i
AVOID DAMAGE TO ADJOINING SURFACE WATER AND AVOID A. GENERAL
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK. ON
THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF
BEEN INSTALLED. THE CITY OF ENCINITAS AND THE DAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER
AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD PRIOR TO ANY REQUEST FOR INSPECTION.
SPECIFICATIONS. ALL VEGETABLE MATER AND _
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 2. THE SOILS REPORT TITLED PRE.SUIL�UEU.IAl(lC6Tl6,9T
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO PREPARED BY RfI PN M. vm/ DATED
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE APRIL 27/ SHALL BE CONSIDERED AS A PART OF
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN ACCORDANCE WITH THE RECOMMENDATIONS AND
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE SPECIFICATIONS CONTAINED IN SAID REPORT.
THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD,
WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL
OF
SPECIFICATIONS. SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR
OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WRVS.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE
FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM REQUIRED IN CONJUNCTION WITH IMPRDVEMENT PLANS.
CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF
-SITE
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT GRADING.
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS
SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REQUIRED TO PROTECT ADJACENT PROPERTIES DURING
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED
,J SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING
GRADING ORDINANCE. PRIOR TO GRADING.
EX 15T /tt /G COA /TOU,PS '
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY
MONUMENT
MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL
PROP05ED COA /TOURS DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO BE RE- ESTABLISHED AND REPLACED BY A
REGISTERED CIVIL
LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT ENGINEER OR A LICENSED LAND SURVEYOR.
X41 ° EX 15T /A 15 ELEL119T /OA 15 AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED 7. THE CONTRACTDR SHALL DESIGN, CONSTRUCT AND MAINTAIN
X13 F /A / /5H Pfll7 ECEUHT /OAS FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE
THE DISPOSAL OF ANY SUCH MATERIAL. RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
F/A FLUOR ELEVAT ION D. LANDSCAPING REGULATIONS.
Y Z :/ 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN H. GRADING AND EQUIPMENT OPERATING WITHIN ONE -
-HALF (1/2)
r_ CU TIFILL 5CUPE5 (Z /) 119X/ITII11 ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. MILE OF A STRUCTURE FOR
HUMAN OCCUPANCY SHALL NOT BE
PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30
13 TIOA/ DRA/A /AGE FLOW ( /% MM/) ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED
STANDARDS. HOLIDAYS.
� -75 15 ROW DITCH TVPE 5 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON B. NOTIFICATIONS
ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON
(IGL�/�Gy {i►y d .w�iv.. -, COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND 1. THE EXISTENCE AND
LOCATION OF UNDERGROUND UTILITY
/// 9WA.` L'4 WT /G4r1,40/7EEA,&AWCJ`l�.tO Oe)71 /B /Q. C. PAU //t /G APRIL 15. PIPES AND STRUCTURES SHOWN ON
THESE PLANS WERE
, 7Mr /ANWl�E,PeAlMA &f6W5 ,G� &RT� OBTAINED HV A SEARCH OF AVAILABLE RECORDS. TO THE
RW&T
GSAl 93r 5E �.°WV?G A5,XR A4) IN&WNJ M do /( �iPF�� I��/ BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
w LY #9$6 AD )'DfE5 1DOS " AND7VIrT,VE Q RO(Ess/o y /UAY( /GHT L /A /E EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
l bN/6'&�MVA/T W/O G/GZ%t/,r- 5pgoma of Q2MNICU(tij` /F2 E. EROSION CONTROL
I
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
I//l/!A`A?9TAA/D 77/,4T 7* L�4E@KOFO�t/ ECT�i4N//A4y5AN0 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
i MEASURES TO PROTECT ANY EXISTING UTILITIES OR
P z RIP RAP IVICHhLL s°'GEORGEAIE UROUXeC AT 6/9 -943- 3� STRUCTURES LOCATED AT THE WORK SITE. IT
IS THE
7A/E (117VlrENC /N 17A5/5 MA/F /UED73 No 25115 (PHONE NO.) CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
, 4 & W E W X v A N D A 0 0 N d r & U ff A E , ,M E , N A I E R A c F , G ; 123193 ______ OWNERS OF S A I D UTILITIES
OR STRUCTURES PRIOR TO ANY j
F1'G5/DA/C , lRvul /A ll(EIbIJT [AfD EA/D 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE
EXCAVATION FOR VERIFICATION AND LOCATION OF
9 I X�� /�Z /T/ESFrl'Gl/R�rIL��C7A/ lAlDd
� �� MADE AVAILABLE AT ALL IM. '
�ENDACOA/ H7DOOff7CL�ESAA/DA'�jt'11//kAl' T DURING THE RAINY SEASON UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
WORK:
_ f of (; Imam V#(:l mlwwR.OW,OA s6 ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE
)VF/6147 140EVP7D END. *UWDRIR,P,gpAe64S. AT CONVENIENT LOCATIONS TO FACILITATE RAPID a. SEWER - LEUCADIA COUNTY
WATER DISTRICT
A'AL�N , d!E.25/ /5 L
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS 619- 753 -0155
4C �7[lUlQy D ZZ EMINENT. b. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC CO.
1 -800- 422 -4133
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 619 - 753 -6466
I
d. TELEPHONE - PACIFIC BELL, 1 -800- 422 -4133
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL
DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE e. CABLE - DIMENSION CABLE SERVICES, 619 - 721 -9bOO
EA
A V 1UIRC�I�N�E�I�TAL ARAC�/ MOTES CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER "S OFFICE 48
l//CINI T MRP 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
.vr. s. / /) EFA?THGUGW/! 2,y /AL/T /TIEST HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
71A7Mc�PoSai25 `!" CUT= C.Y. F• _ / ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR PHONE: (619) 944 -5070
z /.3792= F1�E.Hl.°/F LL UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
CIQPC�idAD _ ADU�� �' F /LL - 9W C, y / 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS
SAA/ D / E_b U /MFURT EXPORT =f� /4 CONDITION. C. GRADING _ /09�
C, A(/E./�EP.�'CUT FOR INSPECTION. PHONE: (619) 944 -5070. ALL WORK
24 IQ I 117 OF ENP /f/ /TA5 2)H(/ERf�YE LaEPTH UFCUTE /� /I FEET 6. THE CONTRACTOR SHALL BE
RESPONSIBLE AND SHALL TAKE
F�UERf�;E HE /GHT OF F /LL /5 / 4 FEET SUBJECT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE j
DUSTY �' rR. SUBJECT TO REJECTION AND REMOVAL. c
- -- --- - - - - -- 5)/"/t9X/MUM VERTICAL DEPTH OF CUT ¢.0 FEET AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
1
RXI .'
K l7UM UERT /CAL H HT OF F/LL W j
9j STEEPEST EX /ST/tt /G ( ° G� SCUD GUHERE E UR�SED W
N GRRO /A 15 TO CL�CUR /S /6 7. ALL EROSION CONTROL MEASURE PROVIDED PER THE APPROVED 1. ALL GRADING SHALL
HE INSPECTED AND TESTED BY A
CI (' W�`�` , GRADING PLAN SHALL BE INCORPORATED HEREON. QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION.
HE '�RJ
- - SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND `
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN COMPACTION OF FILLS AND BACKFILL5 AND COMPACTION OF
W
AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH - TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
WORK DAY. AND WILL DETERMINE THE SUITABILITY OF ANY FILL
\ v MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE
Qovs
_Aqge&bl 6Q SOILS ENGINEER'S CERTIFICATE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN SHALL STATE THAT
INSPECTIONS AND TESTS WERE MADE BY
PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION,
I RE X/A4Yh /JE A REGISTERED CIVIL (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY ALL EMBANKMENTS AND EXCAVATIONS
WERE CONSTRUCTED IN
ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE
�` ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT
-_� IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A REMOVED AFTER EACH RAINFALL. ALL EMBANKMENTS
AND EXCAVATIONS ARE ACCEPTABLE FOR
C /ry OF Rd SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS /` THEIR INTENDED USE.
N SITE WAS MADE BY ME OR UNDER BY DIRECTION BETWEEN THE DATES 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO
Fo,t TUn,H 1"Ifl.PCH 3y /9lU AND ,Q� /L 2� I9� _
V PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
n i ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
j SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT
WITH BY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDAN
PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND a
CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS WITH SECTION 35.023 OF THE EROSION AND SEDIMENT
r AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA
o FOR THIS PROJECT HAVE BEEN INCORPORATED IN c NG PLANS AND DEPARTMENT OF CONSERVATION.
v f J R
�DN O SPECIFICATIO /NS�./l� PRIVATE CONTRACT �c4
�A SIGNED: s3 C /
? m CAIN hgl v l�L~T �T/NEUT PERMITS ' TY OF ENC /IIUTAS
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W O IX)O41 71'XrATQ�'RIWICWW SHEETS Cr Ev.
P}� p /� p p p p p RCE ND .: GE 863
d I 1/ i d ® !1 del P21 �1 d�11 « ! ' REZONE PERMIT NO. I�
J �t "�Q GRADING PLANS FOR: �J� ( /L � (� ��/��
✓� EXP. DATE: 1231 SPECIAL USE PERMIT NO. - SINRE FM/ / 46.51 ff
�- TENTATIVE MAP NO. I4�07.3 ����� ' I ,
v / / / I
QESCiQ /PT /L�U G�II{ iP� LA iQ Flit 1#4fEAp of UAW C/TY APPROVED CHAMOES BENCH MARK . .
OFAlez'5L MAP NQ 144&2 , 1�/ ',.,./ ^�-/�� I p/�� CALIFORNIA COORDINATE INDEX 330 /�0/
N��i�IG(, &1 VGCf�I�/6 O/�W/r ti�A Wea#17V &RWV6:RW� No. o.��P� APn.•.+w Date / `�•
DESCRIPTION: STfiA/7f7R/) 4FR0,VZE DISC. /N CAICRETE
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_ REZONE PERMIT NO. GRADING PLANS FOR:
�(Nl5 N/,� SPECIAL USE PERMIT No. S / /IK�CE FAN 114 APES /G�il/CE
�2(o Q� Q / TENTATIVE MAP NO. 140 j //SIWWZ� //W
- COUNTY APPROVED CHANGES BENCH MARK T
CALIFORNIA COORDINATE INDEX
�+� T/U� - Q No Dncnption Approved oV Date ME
� DESCRIPTION: 57RAID9RD .BRONZE DISC /A/ CONE
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RECORD FROM: CO. 66H/CH T 0301- f//� u 77 • � 1 = W
ELEVATION: 17(0.18 D ATUM:- UBC f G6 AV / 171iA /' t—
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FILE N0. 9015