1988-8248 G (Plans) i
j
WORK TO BE DONE
A. GENERAL C. GRADING E. EROSION CONTROL
1. All work shall be done in accordance with these 1. All grading shall be inspected and tested by a I. In case emergency
work is required, contact L €GAL_Q €,�QRIPTION
plans, the standard specifications for public qualified soils engineer or under his CMCCKau✓aiER at 04P -Of 47 (phone
No. ) .
works construction, the design construction direction. He shall inspect and test the LOT 4 OF MAP
No. 11529
standards of the City of Encinitas and the San excavation placement and compaction of fills and 2. Equipment and workers
for emergency work shall
Diego area regional standard drawings. Any backfills and compaction of trenches. He shall be made available at all times during
the rainy APN: 26 4-282- /6
changes or revisions therefrom shall be submit soils reports as required and will season. All necessary
materials shall be
approved by the City Engineer prior to any determine the suitability of any fill material. stockpiled on site at
convenient locations to
request for inspection. Upon completion of grading operations he shall facilitate rapid construction of temporary
2. THE SOILS REPORT TITLED °GEOTECHNICAL INVESTI- state that inspections and tests were made by devices when rain is
eminent. SITE_AQDREGS
GATION, SHELLEY- OLIVENHAIN SUBDIVISION, RANCHO him or under his supervision and that in his
SANTA FE ROAD, OLIVENHAIN AREA OF SAN DIEGO opinion, all embankments and. excavations ware 3. Devices shown on
plans shall not be moved or OLIVE CREST
COUNTY" PREPARED BY CHARLES H. CHRISTIAN, DATED constructed in accordance with the approved modified without the approval
of the Engineering OLIVENHAIN, CA 92024
MAY 22, 1984, SHALL BE CONSIDERED AS A PART OF grading plans and that all embankments and Inspector.
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN excavations are acceptable for their intended
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFI- use. 4. The Contractor shall restore all erosion control
CATIONS CONTAINED IN SAID REPORT. devices to working order to the satisfaction of OWNER /PERMITEE
3. Approval of this plan does not constitute 2• The contractor shall properly grade all the City
Engineer after each run -off producing
i
excavated surfaces to provide positive drainage rainfall. CHUCK DuvIVIER
approval sizes, location and type h drainage 2235 ENCINITAS BLVD., SUITE 216
facilitie within imp w
nor of im n street and prevent ponding of water. He shall control
P surface water and avoid damage to adjoining 5. The contractor shall install additional erosion ENCINITAS,
CA 92024
right -of -ways. Separate approvals and permits
for these shall be required in conjunction with properties or to finished work on the site and control measures as may be required
by the City PH. 942 -8647
improvement plans. shall take remedial measures to prevent erosion Engineer due to uncompleted grading operation or
of freshly graded areas until such time as unforeseen circumstances which may arise. j
4. Written permission shall be obtained for any permanent drainage and erosion control measures _ 6750
FT _
P Y have been installed. 6. The contractor shall be respo and shall A VG. DEPTH OF CUT - F
T.
off -site grading. P ( 4 F T I
take necessary precautions to prevent public
5. Contractor shall take any Y P p repared necessa p recautions 3. All areas to be filled shall be re
ared to be trespass onto areas when impounded waters create 7G - 0 F T3 2.18 FT
AVG. DEPTH OF FILL = =
required to protect adjacent properties during filled and fill shall be placed in accordance a hazardous condition. 3
094 477
grading operations. Anything damaged or with standard specifications. All vegetable
destroyed shall be replaced or repaired to matter and objectionable material shall be 7. All erosion control
measures provided per the
condition existing prior to radin removed b the contractor from the surface u pon approved grading plan shall be incorporated
TIMAT D !
g P grading. Y P E�_____E__QUANTITIES
which the fill is to be placed. Loose fill and hereon. i
6. The developer .shall be responsible that any alluvial soils shall be removed to suitable firm CUT �50e
C.Y.
monument or bench mark which is disturbed or natural ground. The exposed soils shall be 8• Graded areas around
the project perimeter must
destroyed shall be re- established and replaced scarified to a depth of 6 drain away from the face of slope
at the
and than compacted to FILL C.Y.
by a registered civil engineer or a licensed a minimum of 90 percent. It shall be the conclusion of each work
day.
land surveyor. contractor's responsibility to place, spread, IMPORT Pl C.Y.
water and compact the fill in strict accordance 9. All removable protective devices shown shall be ---
7. The contractor shall design, construct and with specifications. in place at the end of each working
day when
maintain all safety evices including shoring, he five (5) day rain probability forecast
y q q, t EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT
and shall be responsible for conforming to all 4. Cut and fill slopes shall be cut and trimmed to exceeds forty
percent (40%). Silt and other dbiifll PURPOSES ONLY. (CALCULATED ON A THEORETICAL
debris shall be removed after each rainfall. local, state and federal safety and health finish grade
to produce smooth surfaces and BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
standards, laws and regulations. uniform cross sections. The slopes of SHRINKAGE OR SWELL FACTORS).
excavations and embankments shall be shaped, 10. Should germination of hydroseeded slopes fail to
8. Grading and equipment operating within one -half planted and trimmed as directed by the engineer provide effective coverage of graded
slopes (90%
(1/2) mile of a structure for human occupancy of work and left in a neat and orderly coverage) prior
to November 15, the slopes shall
shall not be conducted between the hours of 5:30 condition. All stones, roots and other waste be stabilized with punched
straw installed in
p.m. and 7:30 a.m. nor on Saturdays Sundays matter exposed or excavation or embankment accordance with Section
35.023 of the Erosion
and City recognized holidays. slopes which are liable to become loosened shall and Sediment Control Handbook of the State
of
be removed and disposed of. The toe and top of California Department of Conservation.
B. NOTIFICATIONS all slopes shall be rounded in accordance with
the Grading ordinance. j
1. The existence and location of underground j
utility pipes and structures shown on these 5. All trees, brush, grass, and other
plans were obtained by a search of available objectionable material shall be collected,
records. To the best of our knowledge there are piled or otherwise disposed of off the site by
no existing utilities except as shown on these the contractor so as to leave the areas that
plans, however: have been cleared with a neat and finished
appearance free from unsightly debris. Approval
The contractor is required to take due of location of debris fill shall be secured from
precautionary measures to protect any the soils engineer and City Engineer prior to
i
existing utilities or structures located at the disposal of any such material. DECLARATION OF_REGPQN,RIOLE_CHARGE
the work site. It is the contractor's HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
responsibility to contact the following D. LANDSCAPING
owners of said utilities or structures THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE
prior to any excavation, for verification 1. All slopes shall be planted and irrigated in CHARGE OVER THE DESIGN
OF THE PROJECT AS DEFINED IN
and location of utilities and notification accordance with plans approved by the City SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE,
of commencement of work: Engineer. Plans shall conform to the City of AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT
Encinitas Grading Ordinance and all adopted STANDARDS.
a. Sewers - 694- 32 73 landscape and irrigation standards. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
b. Gas & Electric - 6 00 - 422-4133 2. Finish grading and planting shall be SPECIFICATIONS BY THE CITY OF ENCINITAS
IS CONFINED
accomplished on all slopes prior to October 1 or TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS
C. water - 753 - 60 4CP& immediately upon completion of any slopes graded ENGINEER OF WORK, OF MY RESPONSIBILITIES
FOR
PROJECT DESIGN.
between October 1 and April 15.
d. Telephone - 800- 422 ' 4133 /
e. Cable TV - 74(o - &60�0(o BY:- //,,,,) v"_ __v___�___ DATE /�
d �
WAYNE PASCO j
2. Contractor shall notify the City Engineer's R.C.E. 29577
office 48 hours prior to beginning any work
on this project. Phone: (619) 944 -5070
3. The contractor shall give 24 hours notice `
on calls for inspection. Phone: (619) 944- \,
5070. All work performed without benefit
1
SOILS ENGINEER'S CERTIFICATE
of inspection will be subject to rejection
and removal. I, ___CHARI,C,5-H, CHRISTIAN A REGISTERED CIVIL ENGINEER IN THE
STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF LXI 5-3/-1 a :J
APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME �f
OR UNDER MY DIRECTION BETWEEN THE DATES 4-27 784 AND 5::22:Q4. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS
STUDY,
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
CITY ENGINEER, ALONG WITH UPDATE LETTER DATED 12 -2 -88.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS.
I SIGNED: � 7
° ` suMMER paLrcA "f PRIVATE CONTRACT'
RCE NO.: t? 990 PERMITS - 2
3 t
N v EXP. DATE: 9-JO-12 " AS -BU I LT! L C /T)lOF ENC / N/TAS SHEETS
) - -- - -- - - -- '
�j REZONE 1ERMIT NO. __ N LA - - GRADING PLANS FOR: � N
SITE JT A) y!A- 000pe,v Z/ S /90 SPECIAL USE PERMIT NO. S /NIaL E FAMILY RES /DENCE Q �
WAYNE PASCO RCE 29577 DATE TENTATIVE MAP NO. NZA
EXP 3-31-91
C I T YAPPAOvE CHANGES BENCH MARK OZ /VE CST- L 4 '
CALIFORNIA COORDINATE INDEX 322- /6 95 b
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V ICINITY MAP
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NEC0110 FIMA1: °IESD 8248 - G
A/07- SCALE ELEVATION: 119.476 DATUM: U.S -C-A G.S. «+�� permit Ne. i
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FILE M0.
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LEGEND
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ie' ? PROPOSED CONTOURS
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/o , PROPOSED SPOT ELEVATIONS f
&WALE (SEE DETAIL —
\ � h aS NO ION .4 -4 DIRECT /ON OF DRAINAGE
EX /STING CURSAND GUTTER —�
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S e o \ EX /ST. INLET 3 19ET4 1NIAG NACc
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NO SeWr_ Q / EXP. 3 -31 -91
L / / C I T Y APVPKWM C��E BENCH MARK
/ CALIFORNIA 00011D106ATE INDEX
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FILE NO.
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IWNT SAM I [R CGNSTRUCT 190 NCIT�
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(S GA RDEN DR AIN PIER ($#DAN ON TNir ^060. CURIV[ T HE SARR I ER 90 THE ENDS
,J, S. wlG 7.5, r& 777' (180, �r TI,! Q PO 14T UIPH I LL.
C SEE DETAIL 'I \ I \ N / X. PLACE A SECOND LAYER OF BAGS OVERLAPP 1 NG THE FIRST. PRESS
/N \MVSTRU BART THE SASS TIGHTLY TOGETHER TO ELIMINATE ANY SPACES BETWEEN
— Y R SMITH GARDEN � SAGS. DRA /N IV 2675 OR ( \ \ � J. S. t6 7ss
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1/A THE e'.
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e Ea UAC �, , \ \ C SEE DETAIL B ) --�
_ SPILLWAY NEAR THE CENTER Of THE ROW.
4. PLACE OC THE ROC A D
UTLETOOWNGTREAM OF THE SPILLWAY
AS DRAIN PIPE
R BETTER
Dif T IL
\ oj TEL 4a4G SEDIMENT BARRIER QC 414
GARDEN ORQ/ N JCALE
NO SCALE
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PERMITS I IWIT CI A� ENCINITAIS
N
REZONE PERMIT NO. __NI
_ --
! OS /ON 4ND SEDIMENT CD L PLAN
"E Cl/1l USE PEMMIT "°• " ER SINGLE FAM /L Y RES /OENC
SITE 4WALE DETA /L _ i ol
N CAL TENTATIVE MAP oz l
N�O. NIA vE CRE ST L0T 4 '
• v C I T Y APFaADVED CHA AGES BENCH MARK '
• CALIFORNIACOOIIOI INDEX
�PIKNOIN<SANNi B ' ~ M 9911CWTHN -0073 CHI$ SQ T!R HOIIL NRP VITH STffL FN PST ,,, Aw#r AMAWv
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