1989-9130 G (Plans) WORK TO BE DONE -
A. GENERAL C. GRADING LEGEND
1. All work shall be done in accordance with these 1. All grading shall be inspected and tested by a 4. The Contractor
shall restore all erosion control BROW DITCH
plans, the standard specifications for public qualified soils engineer or under his devices to working order to
the satisfaction of
works construction, the design construction direction. He shall inspect and test the ,the City Engineer after
each run -off producing RETAINING WALL (STO OMC.0 -4,C -6)
standards of the City of Encinitas and the San excavation placement and compaction of fills and rainfall.
Diego area regional standard drawings. Any backfills and compaction of trenches. He shall PORTLAND CEMENT CONCRETE
changes or revisions therefrom -shall be submit soils reports as required and will 5. The contractor shall
install additional erosion
approved by the City Engineer prior to any determine the suitability of any fill material. control measures as may be required
by the City TOP /BOTTOM OF WALL rw 74.G
request for inspection. Upon completion of grading operations he shall Engineer due to uncompleted grading operation or
dam~
unforeseen circumstances which may arise. TOP OF CURB GUTTR
state that inspections and tests were made by Y E
/ G',isO
2. The soils report titled 1 prepared by him or under his supervision and that in his
[iEQ�,lnc. dated - - shall be opinion, all embankments and excavations were 6. The contractor shall be
responsible and shall FLOW LINE F.L.
considered We part of this grading plan. All constructed in accordance with the approved take necessary precautions
to prevent public
grading shall be done in accordance with the grading plans and that all embankments and trespass onto areas
when impounded waters create HIGH POINT H.P.
recommendations and specifications contained in excavations are acceptable for their intended a hazardous condition.
said report. use. DIRECTION OF SURFACE DRAINAGE
7. All erosion control measures provided per the
3. Approval of this plan does not constitute 2. The contractor shall properly grade all approved grading
plan shall be incorporated pESIGN CONTOUR LINE 72
approval of sizes, location and type of drainage excavated surfaces to provide positive drainage hereon•
facilities, nor of improvements within street and prevent pondinq of water. He shall control EXISTING CONTOUR
LINE (7,4)
right -of -ways. Separate approvals and permits surface water and avoid damage to adjoining a. Graded areas around
the project perimeter must
for these shall be required in conjunction with properties or to finished work on the site and drain away from the face
of slope at the EDGE OF IWWA DdT E.P.
improvement plans. shall take remedial measures to prevent erosion conclusion of each work day.
of freshly graded areas until such time as C47CH 8450 *'OAC. PAD
4. Written permission shall be obtained for any permanent drainage and erosion control measures 9. All removable protective
devices shown shall be
off -site grading. have been installed. in place at the end of each working day when
the five (5) day rain probability forecast
5. Contractor shall take any necessary precautions 3. All areas to be filled shall be prepared to be exceeds forty percent
(40%) . Silt and other
required to protect adjacent properties during filled and fill shall be placed in accordance debris shall be removed
after each rainfall.
grading operations. Anything damaged or with standard specifications. All vegetable
destroyed shall be replaced or repaired to matter and objectionable material shall be 10. Should germination
of hydroseeded slopes fail to
condition existing prior to grading. removed by the contractor from the surface upon provide effective coverage of graded slopes (got
which the fill is to be placed. Loose fill and coverage) prior to November 15, the slopes shall
6. The developer shall be responsible that any alluvial soils shall be removed to suitable firm be stabilized with punched
straw installed in
monument or bench mark which is disturbed or natural ground. The exposed soils shall be
accordance with Section 35.023 of the Erosion
destroyed shall be re- established and replaced scarified to a depth of 6" and then compacted to and Sediment Control Handbook
of the State of
by a registered civil engineer or a licensed a minimum of 90 percent. It shall be the California Department
of Conservation.
land surveyor. contractor's responsibility to place, spread,
water and compact the fill in strict accordance SOILS ENGINEER'S CERTIFICATE
7. The contractor shall design, construct and with specifications. I, CHRIS ECNNA.4� 1 AD -K a r civil engineer
in the
maintain all safety devices, including shoring, eq g'
and shall be responsible for conforming to all 4. Cut and fill slopes shall be cut and trimmed to State of California,
principally doing business in the field of
local, state and federal safety and health finish grade to produce smooth surfaces and applied soil mechanics,
hereby certify that a sampling and
standards, laws and regulations. uniform cross sections. The slopes of study of the soil conditions prevalent
within this site was
excavations and embankments shall be shaped, made by me or under my direction between the dates / /8-89
8. Grading and equipment operating within one -half planted and trimmed as directed by the engineer and 1-30-89 One
(1/2) mile of a structure for human occupancy of work and left in a neat and orderly report compiled
from this stu o copy of the soils
�, with th my recommendations, has
shall not be conducted between the hours of 5:30 condition. All stones, roots and other waste been submitted to the
Office of the City Engineer.
p.m. and 7:30 a.m. nor on Saturdays, Sundays matter exposed or excavation or embankment Furthermore, I have
roviewed these grading plans and certify
and City recognized holidays. slopes which are liable to become loosened shall that the rec tions included in the soils report
for this
be removed and disposed of. The toe and top of project rporated in the grading plans and
B. NOTIFICATIONS all slopes shall be rounded in accordance with specifica
the Grading Ordinance. i
1. The existence and location of underground SIGNED: Ael LL
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, RCE NO.: 3500 7
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 EXP. DATE: >il ar'1
plans, however: have been cleared with a neat and finished
appearance free from unsightly debris. Approval s
The contractor is required to take due of location of debris fill shall be secured from r
precautionary measures to protect any the soils engineer and City Engineer prior to
existing utilities or structures located at the disposal of any such material. £ARTyW1710( " ` J
the work site. It is the contractor's
responsibility to contact the following
D. LANDSCAPING C(/T /� CUYDS• 6XPoRr O V..YDS•
owners of said utilities or structures FILL 536 CU.. YDS. #AP0*r 348 CU. YIDS.
j
prior to any excavation, for verification 1. All slopes shall be planted and irrigated in
and location of utilities and notification accordance with plans approved by the City
of commencement of work: Engineer. Plans shall conform to the City of
Encinitas Grading Ordinance and all adopted
a. Sewers - LEuCADIA MMTER DIsTR1CT landscape and irrigation standards.
(619) 751 -0099
b. Gas i Electric - S.D.Q.k. MORTN CQAfT 2. Finish grading and planting shall be
DISTRid (6MMU -6000 accomplished on all slopes prior to October 1 or
C. Water - SAN DIEGIAITO NAATER DISTRICT immediately upon completion of any slopes graded
(619) 756-40" between October 1 and April 15.
d. Telephone - PACIFIC aca
(619) sit - 5"9 E. EROSION CONTROL L u
e. Cable TV - 01A4ENSI0N CAKE
lo' Z
(&W 943 -9wo 1. In case emergency work is required, contact MW 5
AARTLETT at (6► VS-300 CIR !09) 276 0 19 5.5' 22.5+ 0
2. contractor shall notify the city Engineer's I S �Tf.
office 40 hours prior to beginning any work 2. equipment and workers for emergency work shall BACK OF SIDEWALK
0 r� Z
on this project. Phone: (619) 944 -5070 ie asde available at all times during the rainy JASON a n a Wp
r^
season. All necessary materials shall be STREET 6 O
3. The contractor shall give 24 hours notice stockpiled on site at convenient locations to r Do
6
on calls for inspection. Phone: (619) 944- facilitate rapid construction of temporary 0.5 ? W
y ��
5070. All work performed without benefit devices when rain is eminent. LL ) t
_
of inspection will be subject to rejection 0.5 o v 10 CURB .4 O
and removal. 3. Devices shown on plans shall not be moved or T Z
modified without the approval of the Engineering (+
Inspector. „
� VICINITY MAP � ••
3 -6" FV.C• C 4.53% MIN. Z NO SCALE Q
(PRIVATE)
MODIFIEQ CURB OUTLET
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CURB OUTLET DETAIL
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a CA DISCRL7)OMARY PERMIT APPLICABLE U
a OS -273 Z
REVISIONS APPROVED DATE REFERENCES DATE BI9CH bIN SCALE SPECI p T Ar�l104IALrS rrY O� A8 PUBLIC
WORKS DEPARTMENT DRAWING NO. Z 2 CURB 01 LIFT SD. OD. SAN. NO. O.C. N1 AU s1rM1 PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED AP OVE
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ENGINEER / t_ /_ � -
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— /IE r w a LC D 75 rj> — FX /ST /N OF BETA /N1NG WALLS I C O N T, PIPE Si Z E
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NOT TO SCALE
SECTION A -A �/ 3 MIN.
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SE 8 -B �— ` PRIVATE CATCH BASIN
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EXIST &06 / FF 79,14 11 /
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OF S4/0 EASEMENT.
3. RETAI (6 ?)
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Or CL84LxN
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12" 18" 6"
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62.1) FIT ENGINEEPIING, INC. D PERy41/T
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1014 W. WASHINGTON ST. /-
CURB DRA /N WrAk SAN OIEGO, CALIF. 92103 -1874 /°LAACHECK NO. 56
T
t sj age - 3183
BI
NO SCALE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE �'ECIAL DIBTT�('T APPFIONALS ITY OF= ENCINMAS PUBLIC
WORKS DEPARTMENT DRAWING NO.
° S.D. CO 8.M. N0. O .C. 1I3 HAS &MY LAC- PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OVE
STROYED. GEIJC'N MARK USED /S T-C• 4v GmADING PLAN FOR LOT 15 &oci( 2
BROW IT ADDED 3-6' r
PC. R, CW NWY. /0/ .Ip X)PITER(S.W. C.OR� HORIZONTAL / /o DATE: BY !, - Q � - _ B v: 9/30-
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QSFR TO ELEV IS nVM B.D. Gib: DW6• C. G. 29"
BANK' VL7P/I7m IN FIELD. VERTICAL N A L R.C.E. NO.: 3 2103 DATE: DATE: SA-0 MAP Afa� 200
ELEV47/pV v 52.76 M 3
.3.L. ENfIgiEER
EXP. IZ -3/ -92 R.C.E. 'll R.C.E. SZ%1614 WORK PROJECT NO. SHEET Z OF 2