1988-8340 G (Plans) n
Lor C/NE CITY OF ENCINITAS TRACT 87 -006 s>yarQ GENERAL NOTES:
V 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A 1, APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH QUALIFIED SOILS ENGINEER OR UNDER HIS
APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF
THESE PLANS, THE STANDARD SPECIFICATIONS FOR / DIRECTION. HE SHALL INSPECT AND TEST THE ANY
PRIVATE ROAD SHOWN HEREON FOR CITY ROAD
PUBLIC WORKS CONSTRUCTION, THE DESIGN EXCAVATION PLACEMENT AND COMPACTION OF FILLS PURPOSES.
CONSTRUCTION STANDARDS OF THE CITY OF AND HACKFILLS AND COMPACTION OF TRENCHES. HE ? FINAL APPROVAL
OF THESE GRADING PLANS IS SUBJECT TO
ENCINITAS AND THE SAN DIEGO AREA REGIONAL , / SHALL SUBMIT SOILS REPORTS AS REQUIRED AND N
O IMPROVE
T
O
APPROVAL OVAL T
F HE ASSOCIATED ME
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS t / WILL DETERMINE THE SUITABILITY OF ANY FILL
FINAL FINAL A ER OVAL C F T AL OCIATE ADEELEVA
THEREFROM SHALL BE APPROVED BY THE CITY 1 / MATERIAL. UPON COMPLETION OF GRADING
MAY REQUIRE CHANGES IN THESE PLANS.
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. Uq� S' N. OPERATIONS HE SHALL STATE THAT INSPECTIONS AND
I'M/N. TESTS WERE MADE BY HIM OR UNDER HIS 3. IMPORT MATERIAL SHALL BE OBTAINED FROM
A LEGAL
2. THE SOILS REPORT TITLED "GEOTECHNICAL l l J SUPERVISION AND THAT IN HIS OPINION,
ALL SITE.
INVESTIGATION FOR PROPOSED 26 LOT SUBDIVISION, 1 EIVIE Z EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED
/ AS I. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT
STARFLOWER ROAD, ENCINITAS, CALIFORNIA"
4E. 3 I I N ACCORDANCE WITH THE APPROVED GRADING PLANS
PREPARED BY KETCHUM ENGINEERING, INC. DATED 1 ��' �p.6• 4 AND THAT ALL EMBANKMENTS AND EXCAVATIONS
ARE PERMIT FROM THE CITY ENGINEER WILL BE
JULY 24, 1987 PLAN BE GR ADING SHALL
C ONS IDE RE D P OF ` t # / ' WIDE /(1 A 5 ACCEPTABLE FOR THEIR INTENDED USE.
THIS REQUIRED FOR ANY WORK /N THE COUNTY RIGHT -Of -WAY.
c or /b 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN
IN ACCORDANCE WITH THE RECOMMENDATIONS AND ° / / 6 �pO %� 2. THE CONTRACTOR SHALL PROPERLY
GRADE ALL ACCORDANCE WITH CITY OFENC /NIMS SPECIFICATIONS.
SPECIFICATIONS CONTAINED IN SJ►ID REPORT. ,:: „ ",.'•/ 1 EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE
AND PREVENT PONDING OF WATER. HE 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND
9
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE
B SHALL CONTRO7. SURFACE WATER AND AVOID DAMAGE LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK.
_ � '' �/.
APPROVAL OF SIZES, LOCATION AND TYPE OF SrrEErBRAOE / FLQ ER Z3 TO ADJOINING PROPERTIES OR TO
FINISHED WORK ON H PROPOSED WORK SHALL BE GIVEN TO THE
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS ( / \ I f THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
FOLLOWING AGE NCIES.
WITHIN STREET RIGHT-OF-WAYS. SEPARATE LOrS 1, 9, /6, ? / -T.3 22 PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL
SAN DIEGO GAS d ELECTRIC
APPROVALS AND PERMITS FOR THESE SHALL BE / : ZO a '.t Q 1 SUCH TIME AS PERMANENT DRAINAGE
AND EROSION PACIFIC TELEPHONE
REQUIRED IN CONJUNCTION WITH IMPROVEMENT Lor L /NE Z p 0 / r CONTROL MEASURES HAVE BEEN INSTALLED. CA
TV. �T�ICATIOM NOTE 1
SEWER:
PLANS. / 5
t: 5441016F 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE WATER.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY !0 �Z. O 20 FILLED AND FILL SHALL BE PLACED IN ACCORDANCE 7.
A SOILS REPORT MAY BE REQUIRED PRIOR TO THE
OFF -SITE GRADING. �i WITH STANDARD SPECIFICATIONS. ALL VEGETABLE ISSUANCE OF A BUILDING PERMIT.
+A MATTER AND OBJECTIONABLE MATERIAL SHALL BE
5. CONTRACTOR SHALL TAKE ANY NECESSARY 8 APPROVAL OF THESE PLANS BY THE C/TY ENGINEER
REMOVED BY THE CONTRACTOR FROM THE SURFACE
PRECAUTIONS REQUIRED TO PROTECT ADJACENT r 3 UPON WHICH THE FILL IS TO BE PLACED. LOOSE
DOES NOT AUTHORIZE ANY WORK OR GRADING
PROPERTIES DURING GRADING OPERATIONS. I \ 19 FILL AND ALLUVIAL SQIIS SHALL BE REMOVED TO
TO BE PERFORMED UNTIL THE PROPERTY OWNERS PER -
ANYTHING DAMAGED OR DESTROYED SHALL BE 5' S SUITABLE FIRM NATURAL GROUND. THE EXPOSED MISSION
HAS BEEN OBTAINED AND A VALID GRADING
REPLACED OR REPAIRED TO CONDITION EXISTING NyN. !Z SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND
PERMIT HAS BEEN ISSUED.
PRIOR TO GRADING. \ THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT 9. THE C /rY ENGINEER APPROVAL
OF THESE
SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLANS DOES NOT CONSTITUTE CITY BUILDING OFFICIAL
a
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY I ` /B PLACE, SPREAD, WATER AND COMPACT THE
FILL IN APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR ` ��' 13 n STRICT ACCORDANCE WITH SPECIFICATIONS. PLACED
ON THE AREA COVERED BY THESE PLANS. NO
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED 1 � LOT \ 24
I nl WAIVER OF THE GRADING ORDINANCE REQUIREMENTS
BY A REGISTERED CIVIL ENGINEER OR A LICENSED 1':'� �, 4d 1 Iu I7 4. CUT AND FILL SLOPES SHALL BE
CUT AND TRIMMED CONCERNING MINIMUM COVFR OVER EXPANSIVE SOILS IS
LAND SURVEYOR. .� \ OPEN SPACE / 4 l TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND MADE OR IMPLIED.
ANY SUCH
EASEMENT ;t� UNIFORM CROSS SECTIONS. THE SLOPES OF WAIVER MUST BE OBTAINED FROM THE CITY
ENG /NEEIC
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND - iy EXCAVATIONS AND EMBANKMENTS SMALL BE SHAPED
MAINTAIN ALL SAFETY DEVICES, INCLUDING OPERATIONS CONDUCTED ON TH
,
�N M
SHORING, AND SHALL BE RESPONSIBLE FOR JrfEErBfROe N PLANTED AND TRIMMED AS DIRECTED BY
THE E PRE
ENGINEER OF WORK AND LEFT IN A NEAT AND /NCL THE WARMING UP, REPAIR, ARli EPAR-
CONFORMING TO ALL LOCAL, STATE AND FEDERAL (0.3SGMN.) b I f5 /G ORDERLY CONDITION. ALL STONES,
ROOTS t.ND TORE OR RU OF TRUCKS, EARTHM EQUIPMENT,
SAFETY AND HEALTH STANDARDS, LAWS AND LOTS 10- /S _� OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
CONSTRUCTION EQU TAND OTHER ASSOCIATED
REGULATIONS. Lor 4/NE /iL .L� EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME GRADING EQUIPMENT
SH IMITED TO THE PERIOD
A/. / • /7�Z4 "/1/ LOOSENED SHALL BE REMOVED AND DISPOSED Or'. BETWEEN 7 :00 a.m. 6:00 p.m.
DAY, MONDAY
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE - THE TOE AND TOP OF AIJ, SLOPES SMALL BE ROUNDED THROUGH
S AY, AND NO EARTHMOVIN AD/NG
HALF (1/2) MILE OF A STRUCTURE FOR HUMAN °£ CA°L�
IN ACCORDANCE WITH THE GRADING ORDINANCE. OPER S SHALL BE CONDUCTED ON THE PREMI
OCCUPANCY SHALL NOT bE CONDUCTED BETWEEN THE AYS OR HOLIDAYS.
HOURS OF 5:30 P.M. AND 7:30 A. M. NOR ON q KEY MAP 5. ALL TREES, BRUSH, GRASS,
AND OTHER 11, ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING
SATURDAYS, SUNDAYS AND CITY RECOGNIZEi3 OBJECTIONABLE MATERIAL SHALL BE COLLECTED, TERRAIN TO
PRODUCE A CONTOURED TRANSITION FROM
HOLIDAYS. ' SCALE 1" 100' PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY CUT OR FILL FACES
TO NATURAL GROUND AND ABUTTING
THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT CUT OR FILL SURFACES.
4 tV
5' N HAVE BEEN CLEARED WITH A NEAT AND FINISHED
Lug 5' APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH
APPROVAL OF LOCATION OF DEBRIS FILL SHALL HE IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE
1. ALL SLOPES SHALL PLANTED AND IRRIGATED IN SECURED FROM THE SOILS ENGINEER AND CITY APPROVAL
OF THESE GRADING PLANS, THE PERMITTEE IS
ACCORDANCE WITH PLANS APPROVED BY THE CITY /
ENGINEER. PLANS SHALL CONFORM TO THE CITY OF LEGEND TO KEY MAP Lilc.]ot>? ENGINEER PRIOR TO THE DISPOSAL
OF ANY SUCH RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE
/ MATERIAL. ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON
ENCINITAS GRADING ORDINANCE AND ALL ADOPTED �' 1
LANDSCAPE AND IRRIGATION STANDARDS. +� I SUBDIVISION BOUNDARY ..................... SUBDIVISION BOUNDARY ...........................
LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER
NOTIFICATIONS ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC-
. ..... .. TI ON F ANY A DISPOSAL Y
STEM OR ANY OTHER
o•'•. LOT NUMBER ............................... PROPERTY ISNE........... ... ........ O O SEWAGE S
2. FINISH GRADING AND PLANTING SHALL BE $ /2 1. THE EXISTENCE AND LOCATION OF UNDERGROUND
PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND
ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 ' ,; . _ _ _ _ J PROTECTING SUCH PROPERTY FROM SETTLING,
CRACKING,
OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES STORM DRAINS ...... ...............:....... - _ -_ -_ -_ EXISTING STRUCTURE ......................
UTILITY PIPES AND STRUCTURES SHOWN ON THESE
;.:.: .
PLANT WERE OBTAINED BY A 3EARCN OF AVAILABLE
Jr EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICN MIGHT
GRADED BETWEEN OCTOBER 1 AND APRIL 15. ' _ . LOT NUMBER , , , , • , , , , , , , , , , , , , , , , , , , , , , , , , • , , , , OO
RECORDS. TO THE BEST OF OUR ENOWLZDGE THERE RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. THE
_ rEEr B,f,1oe PROPERTY LINE ......................... .
EROSION CONTROL (03Sf4 /NM /NM ) �4733> ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON CITY WILL HOLD
THE PERMITTEE RESPONSIBLE FOR
EXISTING ELEVATION ............................ « THESE PLANS, HOWEVER: CORRECTION OF NON - DEDICATED IMPROVEMENTS
WHICH
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LO 2 -8, 17- 20 ,/733 DAMAGE ADJACENT PROPERTY,
JACK PEARCE AT (619) 792 -6379 TYPICAL LOT DRAINAGE DETAILS PAD ELEVATION .. ............................... TIRE CONTRACTOR
IS REQUIRED TO TAEE DOE 13. SLOPE RATIOS:
PRECAUTIONARY MEASURES TO PROTECT ANY
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
NOT To SCALE FINISH ELEVATION .............................. /7 EXISTING UTILITIES OR STRUCTURES LOCATED CUT - 1i,
: 1 FOR M /NOR SLOPES, 2.I FOR MAJOR SLOPES TO BO fi[LT /N MCIOKT AT THE NARK SITE. IT I5 THE CONTRACTOR'S
BE MADE AVAILABLE AT ALL TIMES DURING THE FILL
/ - . 1 S lopes Deviating From The Above Will Require
RAINY SEASON. ALL NECESSARY MATERIALS SHALL EXISTING CONT OUR .............................. SOS RESPONSIBILITY TO
CONTACT TIRE FOLLOWING --
2
OMNEAS OF SAID UTILITIES OR STRUCTURES A Approval Of The Director Public Works Alter
TO
BE FACILITATE RAPID T CONSTRUCT FACILITATE EOF LOCATIONS _0_�
IRARY FINISH GRADE CONTOUR .......................... �� Review Of A Report From A Soils Engineer.
PRIOR TO ANY EXCAVATION, FOR VERIFICATION
DEVICES WHEN RAIN IS EMINENT. 7 0- AND LOCATION OF UTILITIES AND EXCAVATION. j5
C.Y FILL. /, C. Y.
6'O' T DAYLIGHT LINE .. ............................... ��t NOTIFICATION OF COMMENCEMENT OF WORK:
WASTE 34, C. Y. A Separate Permit Must
3. DEVICES SHOWN ON PLANS SHALL, NOT BE MOVED OR j 1' /0 ; Be Obtained For Waste Or Import
Area.
MODIFIED WITHOUT THE APPROVAL OF THE � Q FILL SLOPES ""•• " " " " " " " " " " " " " "• �� A. SEWERS
- I�EUCADIA COUNTY WATER.
ENGINEERING INSPECTOR. DISTRICT (619) 753 -0155 SPECIAL CONDITION IF ANY ARCHAEOLOGICAL RESOURCES ARE
Z� CUT SLOPES ..... ............................... DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING
1
4. THE CONTRACTOR SHALL RESTORE ALL EROSION B. GAS i ELECTRIC - S.D.G.iE. 1 -800-
OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY AND
CONTROL DEVICES TO WORKING ORDER TO THE TMe4f.7' SWALES AND FLOW DIRECTION ..................... �� 422 -4133
THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS
10 1 R.CR a
SATISFACTION OF THE CITY ENGINEER AFTER EACH 51 X M# / A@O. BASE OF THE DISCOVERY GRADING OPERATIONS
WILL NOT RECOM
RUN -OFF PRODUCING RAINFALL. STORM DRAIN .... ............................... C. WATER - OLIVENHAIN MUNICIPAL WATER
MENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN
7796'7 8 G "CL.11 A.Q.,A/ /N.) DISTRICT (619) 753 - 6466 AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO
DO SO
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL CL,Mf %6(//TfA` BROW DITCH ....................................
EROSION CONTROL MEASURES AS MAY BE REQUIRED BY TYP CAL $ 1 T SECTION RIP RAP ........ ............................... D. 42LE�3ME
- PACIFIC BELL 1 -800- 1
THE CITY ENGINEER DUE TO UNCOMPLETED GRADING 1
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH NO 3CA1E
MAY ARISE. CURB INLET ..... ............................... o I E. CABLE TV - DANIELS CABLEVISION (619)
- �F- - 438-7723
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL SVILS EMGZNEER•S CaTIFZCaTI CLEANOUT ....... ............................... L�
TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC ____ Q(>OFESSIQN� 2 CONTRACTOR SHALL NOTIFY THE
CITY
TRESPASS ONTO AREAS' WHEN IMPOUNDED WATERS DWALL ............... • .................. • , E.N. ETCHUM A REGISTERED
CIVIL ENGINEER IN THE .0.9- AlETANL5, - - -� �O / f ENGINEER'S OFFICE 48 HOURS PRIOR TO
E.N $
I SNTi \ c . mrr F 1� BEGINNING ANY WORK ON TIRIS PROJECT.
CREATE A HAZARDOUS CONDITION. PRINCIPALLY DOING BUSINESS IN
STATE OF CALIFORNIA, RETAINING WALL....... .... �
THE FIELD OF APPLIED SOILS MECHANICS, HEREBY N. /r f r" PHONE: (619) 944 -5070
/ '� No.�
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS !� 1 0 f
``
+l� 4 �, EXp .y!
APPROVED GRADING PLAN SHALL BE INCORPORATED CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY 3. THE CONTRACTOR
SHALL GIVE 24 IROURS NOTICE TOPOGRAPHIC SOURCE: ZENITH AERIAL
v �O G z � � ON CALLS FOR INSPECTION. PHONE: (619)
HEREON. ME OR UNDER MY DIRECTION BETWEEN THE DATES JULY 13, �+ 26267 �' " A PHOTO 4WE 10
1987 AND JULY 17, 1987. ONE COMPLETE COPY OF THE Trr otvi� ��! 944 -5070. ALL WORK PERFORMYD WITHOUT,
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST SOILS REPORT COMPLIED FROM THIS STUDY, WITH MY EXID.3/31 /9O C
r ��p` \FAQ BENEFIT OF INSPECTION WILL HE SUBJECT TO
DRAIN AWAY FROM THE FACE OF SLOPE AT THE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE
CONCLUSION OF EACH WORK DAY. OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED ,p C ZL �R` * LEGAL LIESCR/Pr/OV: OF SECTION /I,
TOWNSHIP /3 SOUTH, /1GKiYFtkP "Ad- I611fTS" PRIVATE CONTRACT X
THESE GRADING PLANS AND CERTIFY THAT THE l!l ENG\ RA/Ml; WEST, 3ANBERNAD /NO MERIDIAN, /
R
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR FOF CAUN /�PpPERTY. ✓ CITY OF ENCINITAS
4
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING /N THE C /TY or ENC /N/TAS,
COUNrYOr SAN L• AM/rC//iCL R.C.E..1.f/3f , DEPARTMENT OF PUBLIC WORKS �T 2
BE IN PLACE AT THE END OF EACH WORKING DAY PLANS AND SPECIFICATIONS. ,Nq►N7A/Ny/STAN�IY. DIEC50, ST MrCAL/fORN/A.
OGNY C�E'Ir�WAXTANT5 60?) !3/ - 7700 _ d
WHEN THE FIVE (5) DAY RAIN PROBABILITY E y /s ?3o *V1#10.4 E/YC/NNS SUITE $O# GRADING
PLANS FOR: V
FORECAST EXCEEDS FORTY PERCENT (40 %) . SILT -4 y /LLXE P4X)V4Y cma'VA.0, CA. 920" �
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH SIGNED: ti
RAINFALL. �7 4'�` ^ "N ASSESWS PlWEL M7. Z37- 040- Z/ A CIS/ rA1 MACr Mo. 07- p
RCE NO.: n V 2L 1 O
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL - Or QQ t � OEESSV 1 '� ' C I TY APPROVED CHA�JCSLS BENCH MARK
2 CALIFOIINIA COOIIDNgATE INDEX 321-Ir.E7
p
TO PROVIDE EFFECTIVE COVERAGE OF GRADED STAPES EXP. DATE: 7 / �� .JO
(90i COVERAGE) PRIOR TO NOVEMBER 15, THE ���E� M r �yF Y y No. Dwrn DESCRI TION:
Fton Approved by Do" J6 /�/UNENT dP.JT�r Lf
� , � �
SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW No. 35134 Ah'1FDU1`O`
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF i'0.
THE EROSION• AND SEDIMENT CONTROL HANDBOOK OF
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