1988-8136 G (Plans) SOILS ENGINEER'S CERTIFICATE GENERAL NOTES:
/ 4. CUT AND FILL STAPES SHALL HE CUT AND TRIMMED TO FINISH
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 1. ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THESE PLANS,
CZT m I, , A REGISTERED CIVIL SECTIONS. THE SLOPES OF THE EXCAVATIONS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS
i ENGINEER IN SSA?E O CALIFOSNNIA, PRINCIPALLY EMBANKMENTS SMALL BE SMAPED, PLANTED AND TRIMMED AS
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF
EXL 3i 90 DOING BUSINESS IN TEE FIELD OF APPLIED SOILS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A
NEAT AND THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
MECHANICS, HEREBY CERTIFY TEA? A SAMPLING AND ORDERLY MATTER EXPOSED OR EXCAVATION OR EMBANKMENT STANDARD DRAWINGS.
ANY CHANGES OR REVISIONS THEREFROM
/ * SHALL BE APPROVED BY THE CITY
STUDY OF THE TOIL CONDITIONS PREVALENT MITEIN STAPES WHICH ARE RELIABLE TO BECOME LOOSENED SHALL BE ENGINEER
PRIOR TO ANY '
CIVIL THIS SITE MAR MARL BY ME OR UNDER MY DIRECTION REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
REQUEST FOR INSPECTION.
// F Fla =TAX= TEE DATA AND SMALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ONE COMPIAM copy IA ORDINANCE. 2. THE SOILS RETORT TITL.BD , PREPARED 9Y
// ---- � - - - -_ / - - -- _MIS THIS STUDY, WITH MY REOOIBummaTIONS, us BEEN DATED SHALL BE CONSIDERED
SOBt1ITTED TO THE OFFICE OF TEE CITY ENGINEER. AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE
i 5. ALL TREES BRUSH GRASS AND OTHER OBJECTIONABLE
FURTHERMORE, I HAVE REVIEWED TRUE GRADING PLANS MATERIAL SHALL BE COLLECTED PILED OR OTHERWISE DONE
IN ACCORDANCE WITH THE RECOMMENDATIONS AND
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN SPECIFICATIONS CONTAINED IN SAID REPORT.
i _ DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO ;
Oi, / - _ _ - - _ _ _ _ - - _ - !�E SOILS REPORT FOR THIS PROJECT MAYS BEEN LEAVE THE AREAS TM&T HAVE BEEN CLEARED
WITH A NEAT AND
M INCORPORATED IN TEE GRADING PLANS AND 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE
APPROVAL OF
FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
SPECIFICATIONS. SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOT OF
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
<i K, FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS.
SEPARATE
NF SIGNED: DA'Z'E: 2a 4 DISPOSAL OF ANY SUCH MATERIAL.
R.C.E. NO. .5 EXP. DATE: CONJUNCTION WITH IMPROVEMENT PLANSS BE REQUIRED IN
_ /. / , H ■ GRADING.
�i \ �� \� / � • 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
<70- LANDSCAPING NOTES
Z�;- q 'vo / /� 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
45 G U C /C i /7 \ 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS 1
"Ice / ' G \ WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL REQUIRED TO PROTECT ADJACENT PROPERTIES
DURING GRADING
O
_", / CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
� �E �\ �' ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. REPLACED OR REPAIRED TO CONDITION EXISTING
PRIOR TO
�F� 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON GRADING.
/ �FNp p � �� e /Gbh ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON 6. THE DEVELOPER SHALL BE
RESPONSIBLE THAT ANY MONUMENT OR
� /� P COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND BENCH MARK WHICH IS DISTURBED OR DESTROYED
SHALL BE RE-
EQ \\
ESTABLISHED AND RP A REGISTERED CIVIL ENGINEER
OR A LICENSED LAND SURVEYOR.
i • ' s ' G �E� ���- EROSION CONTROL NOTES ■ 7 . THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
QE 1. IN CASE EMERGENCY WORK If EQUIRED, CONTACT RESPONSIBLE FOR CONFORMING TO
ALL LOCAL, STATE AND
�GZc�a� /9 ►.�sll. 1�1� KI►Y ATC 1 71- PHONE NO.) . FETY AND HEALTH STANDARDS, LAWS
AND
REGULATI 1
x x� 2. EQUIPMENT AND WORKERS FOR EIILRGENCY WORK SHALL BE MADE S. GRADING AND EQUIPMENT OPERATING
WITHIN ONE -HALF (1/2)
G)� / /� ��_ 4 \ `� \• k AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE
NECESSARY MATERIALS SHALL DE STOCKPILED ON SITE AT CONDUCTED BETWEEN THE HOURS OF 5:30 P.M.
AND 7:30 A.M.
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SMALL NOT BE MOVED OR MODIFIED NOTIFICATION NOTES:
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. i
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
11�f•'ill•,y x Lo%MIN. �/ 5� I �/W 3 \ 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
, �� M L \ \ DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE SEARCH OF AVAILABLE
RECORDS. TO THE BEST OF OUR
Ih/ ?6 I \ \\ CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. KNOWLEDGE, THERE ARE NO EXISTING
UTILITIES EXCEPT AS
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL SHOWN ON THESE PLANS, HOWEVER:
MEASURES AS MAY DE REQUIRED BY THE CITY ENGINEER DUE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
�
DETAIL TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN MEASURES TO PROTECT ANY EXISTING
UTILITIES OR
CIRCUMSTANCES WHICH MAY ARISE. STRUCTURES LOCATED AT THE WORK SITE. IT IS THE
EARTH SWALE '/ // / �} I \ \\ \ \\ 6. THE CONTRACTOR S SPONS BLE AND SHALL TAKE CoN1AC
UT STRUCTURES PRI R ANY
HALL BE RE I OWNS
NOT TO SCALE /' �b x // \\ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO EXCAVATION, FOR VERIFICATION
AND LOCATION OF UTILITIES
// ■� / / \ AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS AND NOTIFICATION OF COMMENCEMENT
OF WORK:
\ CONDITION.
i
A. SEWERS 619- 422 -4133
\s 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED B. GAS i ELECTRIC "
b / 3 � GRADING PLAN SHALL BE INCORPORATED HEREON. C. WATER "
D. TELEPHONE
8. GRADED AREAS AROUND THE PROTECT PERIMETER MUST DRAIN E. CABLE T.V. "
Z WAOWY AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH
3 i G', S I� �`� r1w , WORK DAY. 2. CONTRACTOR SMALL NOTIFY THE CITY ENGINEER' OFFICE
8
y
HOURS PRIOR TO BEGINNING ANY WORK ON TH PR
r:
i
� 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PHONE: (619) 944 -5070 �
�V) I
PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
A DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT 3. THE CONTRACTOR SMALL GIVE 24 HOURS
NOTICE ON CALLS FOR
(40%). SILT AND OTHER DEBRIS SMALL BE REMOVED AFTER INSPECTION. PRONE: (619) 944 -5070. ALL WORK
O �/� \ / EACH RAINFALL. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
V TO REJECTION AND REMOVAL.
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO
�s3C.ALE fas LOS / �V /� PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90t
1 ( x , l COVERAGE) PRIOR TO NOVEMBER 15, THE SLATES SMALL BE GRADING NOTES ■
ER
Q � ,AIr�4Il 5110w LWrffAL /VifMV$ ~Z STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE
+(f CwAIX/ r Ar Nj IT rAw TQO WITH SECTION 35.023 OF THE EROSION AND SEDIMENT 1. ALL GRADING
SHALL BE INSPECTED AND TESTED BY A
OF AU � 0 A O A7 THE FGIOT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT QUALIFIED SOILS ENGINEER OR
UNDER HIS DIRECTION. HE
V� W H Qr T/� �, alT �,N OF CONSERVATION. SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT
AND
COMPACTION OF FILIS AND BACKFILLS AND COMPACTION OF
d �y�� ( P� FALL SLQYS TOAw:xM�C ?FD TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
114`:
j# *47 /W ec �( AND WILL DETERMINE THE SUITABILITY OF ANY FILL
0 � Nyawlojww& &my Amu as MATERIAL. UPON COMPLETION OF GRADING OPERATIONS, HE ;
SMALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM
Q y �e LYaNR��l6D GI�TMfFA(.LOMfwIi LEGAL DESCRIPTION: OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION,
ALL
tj
AS' A .HIV /MEIN . EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
h ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL
J v �Y (a /UMM�'T /F�t�/A�� STACKS R3 AND 84 OF COLONY OLIVENHAIN, IN THE COUNTY OF SAN EMBANKMENTS
AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
/ 4/� Q n �Ya�6 DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 326, INTENDED
USE.
; , a0 � 4J _ ?IO /b /.� b*MAlS MIAG[ /J( �/ «� � FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY,
JULY
3OW /b/AC WOOD F /,e6,(t A"CN 8, 1885 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT
q h \ � p4, ` �b /AC �-�-� F /�/Z ?N PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
AND
Q \ /.S *A J 40-VA' AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED
FLOOD PLAIN NOTE: tV / SPECIAL NOTES WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME
/O'r/0•■ rw rype 1 R/r Mr 1. ALL GRADING DETAILS WILL SE IN ACCORDANCE WITH SAN DIEGO AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE
ELEVATION 13 S sa.O YEAR FLOOD PLAIN CrY G11i! ��� LA05Y 6nV . UbNT l ��', �t CDOMTY STANDARD DRAWINGS DS -8,
Do -10, DR -11, D-75 BEEN INSTALLED. y
EL ui ck c ( m & A I EARTHWORK QUANTITIES 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED
W
0 LAYER) 0AAN(IL4t AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
3 MATERIAL, SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
CUT 0 MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE t i
• t j/ W ■ SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE
FILL 8,000 C.Y. O �f:OFE PERMITEE ■ OWNER: FILL AND ALLUVIAL SOILS SMALL BE REMOVED TO SUITABLE
V
FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE Q
LEGEN y t NEIL MCEAY PATRICIA, DAVID C. JR. i SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED
TO , A as
IMPORT 8,000 C.Y. v P.O. BOX 372 MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR
MIRZAM SOMMERVII,LE RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
IN wors ST DUG, -Junill" ec No 30434 RANCHO SANTA FE, CA 92067 2742 LANE JACK ROAD
:1 FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
(ALL EXCESS MATERIAL SHALL BE EXWU (619) 471 -0055 OLIVENHAIN, CA 92024
EXISTING CONTOUR ... ............................... - - -- $l} - EXPORTED TO A LEGAL DUMP SITE.) +� 3131m 'rl
D FINISHED CONTOUR ... ............................... Gp 'j Ea C At * ■ PAIVA 1i AACT i
SITE ADDRESS PERMITS cc
.
n ( r E FINISHED SPOT ELEVATION ........................... X At.3 DEPARTMENT OF ►UREIC WORKS TS W
NONE REZONE PERMIT NO. Z
T X500 BROW DITCH (TYPE "B ") ..........D- 75 ............... aMa� � == =D o DECLARATION OF RESPONSIBLE CHARM GRADING/PLOT
PLAN FOR: 1-
C� a ASSESSOR'S PARCEL NO. 264- 180 -01 SPECIAL USE PERMIT NO. J
EARTH SWALE ................ SEE DETAIL ........... �- _� I M Ir DECLARE THAT I AN THE ENGINEER OF WORK FOR IRIS PROJECT,
M C K A Y EQUESTRIAN FACILITY y1
THAT I HAVR REMiCISRD RESPONSIBLE CHARGE OVER TNR :, DMIGN OF THE TENTATIVE MAP NO.
O RIP -RAP ENERGY DISSIPATOR PROJEC AS DEFINED IN SECTION 4703 OF TEE BUSINESS ND PROFESSIONS (\ (TYPE L ,
LIGHT CLASS) .......... D- 40 ..................... STANDARDS COOL, AND THAT THE DESIGN IS CONSISTENT MIlN MIIMIM! QTY A►PPFK3\ EO CHANGES BENCH
MAR [ CALIFORNIA COORDINATE INDEX '9=L -1701
rn �J''�I� No. Description Approved by Doh _
D FILL SLOPE ..................... DS -10, 11........... 1 Y' I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
DEtCRtFT1oN: NO OC 7 - rOP OFCONCA CULVERT HEGDWAL4 A�.a� Er�nov, 01 wwk.
SPECIFICATIONS BY THE CITY OF DAYLIGHT LINE .......... �N-- -JM�L_ RESPONSIBILITIES PSOJECT DESIGN LOCATI
ITAS ii CONFINED TO A REVIEW RANL�O 3ANTAF w
E E EL C 1N7 TATE e M Y N6lAI elx / w W INS
/Jp ........................... , AS 3100111121911t OF WORK, OF NY
VICINITY MAP (�I �") EXIST. TREE REMOVAL AREA ....................... �J AP >( �
NOT TO SCALE � (TREES TO BE REMOVED OR REPLANTED PER SITE PLAN) •• �� �/�L�i��i � Z zE 89 RECDRoFRoN: 5AN DIEGO
COUNTY ENGINEER11* DEPT 3
aw�� a GG
aI I , R.C.E. NO. 30434 DN► R
EXPIRRS 3/31/92 ELEVATION: 119.48 D AT U M: U5.C.4 G 3.
►«T + + "o.
FILE Ili. 598 -00