1989-8243 G (Plans) 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 1. In case
emergency work is required, contact LEGAL
plans, the standard specifications for public qualified soils engineer or under his 6ARY ROSS at 436 - 3326
(phone No.).
works construction, the design construction direction. He shall inspect and test the PARCEL 2 OF PARCEL
MAP 14480
standards of the City of Encinitas and the San excavation placement and compaction of fills and
Diego area regional standard drawings. Any backfills and compaction of trenches. He shall 2. Equipment and workers for
emergency work shall APN: 264 - 220 -79
changes or revisions therefrom shall be submit soils reports as required and will be made available at all
times during the rainy
approved by the City Engineer prior to any determine the suitability of any fill material. season. All necessary materials
shall be
request for inspection. Upon completion of grading operations he shall stockpiled on site at convenient locations
to
2. The Soils Report titled "PRELIMINARY SOILS IN- state that inspections and tests were made by facilitate rapid construction
of temporary
VESTIGATION FOR PROPOSED SINGLE FAMILY RESIDEN him or under his supervision and that in his devices when rain is eminent.
SITE ADDRESS
A.P.N. 264-220-79 PARCELS 2 PA & OF P.M. opinion, all embankments and excavations were
ate 4 9 be RCELS as a part o this constructed in accordance with the approved 3. Devices shown on plans
shall not be moved or 2906 WISHBONE WAY
grading plan. All grading shall be done in accord- grading plans and that all embankments and modified without the
approval of the Engineering OLIVENHAIN, CA 92024
ante with the recommendations and specifications excavations are acceptable for their intended Inspector.
contained in said report. use.
4. The Contractor shall restore all erosion control
3. Approval of this plan does not constitute 2. The contractor shall properly grade all devices to working
order to the satisfaction of
approval of sizes, location and type of drainage excavated surfaces to provide positive drainage the City Engineer after each
run -off producing OWNER P
facilities, nor of improvements within street and prevent ponding of water. He shall control rainfall. L
right -of -ways. Separate approvals and permits surface water and avoid damage to adjoining GARY ROSS
for these shall be required in conjunction with properties or to finished work on the site and 5. The contractor shall
install additional erosion 2534 MEADOWMIST
improvement plans. shall take remedial measures to prevent erosion control measures as may be required by the City OLIVENHAIN,
CA 92024
of freshly graded areas until such time as Engineer due to uncompleted grading operation or HM. PH. 436
-3326
4. Written permission shall be obtained for any permanent drainage and erosion control measures unforeseen circumstances
which may arise. WK. PH. 753 -3375
off -site grading. have been installed.
6. The contractor shall be responsible and shall
5. Contractor shall take any necessary precautions 3. All areas to be filled shall be prepared to be take necessary
precautions to prevent public
required to protect adjacent properties during filled and fill shall be placed in accordance trespass onto areas
when impounded waters create SOURCE OF TOPOGRAPHY- FIELD SURVEY BY PASCO ENGINEERING
grading operations. Anything damaged or with standard specifications. All vegetable
a hazardous condition DATED e -16 -88
.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 grading. removed by the contractor from the surface upon approved grading plan shall be incorporated
which the fill is to be placed. Loose fill and hereon.
6. The developer .shall be responsible that any alluvial soils shall be removed to suitable firm
monument or bench mark which is disturbed natural ground. The exposed soils shall be
destroyed shall be re- established and replaceed d 8. Graded areas around the project perimeter must
by a registered civil engineer or a licensed
scarified to a depth of 6 11 and then compacted to drain away from the face of slope at the ESTIMATED
QUANTITIES land surveyor. a minimum of 90 percent. It shall be the conclusion of each work day.
contractor's responsibility to
p y place, spread, CUT 2500 C.Y.
7. The contractor shall design, construct and water and compact the fill in strict accordance 9. All removable
protective devices shown shall be
maintain all safety devices, including shoring, with specifications. in place at the end of each working day
when FILL 2500 C.Y.
the five (5) day rain probability forecast
and shall be responsible for conforming to all 4. Cut and fill slopes shall be cut and trimmed to exceeds forty
percent (407). Silt and other grade to
local, state and federal safety and health finish
g produce smooth surfaces and debris shall be removed after each rainfall. IMPORT la C.Y.
standards, laws and regulations. uniform cross sections. The slopes of
8. Grading and equipment operating within one -half excavations and embankments shall be shaped, 10. Should germination
of hydroseeded slopes fail to s
planted and trimmed as directed by the engineer EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT
(1/2) mile of a structure for human occupancy of work and left in a neat and orderly provide effective
coverage of graded slopes (90$ PURPOSES ONLY. (CALCULATED ON A THEORETICAL
shall not be conducted between the hours of 5:30 condition. All stones, roots and other waste coverage) prior to November
15, the slopes shall BASIS. ACTUAL QUANTITIES MAY VARY DUE TO p.m. and 7:30 a.m.' nor on Saturdays be stabilized
with punched straw installed in SHRINKAGE OR SWELL FACTORS). Sundays matter exposed or excavation or embankment
and City recognized holidays. slopes which are liable to become loosened shall accordance with Section 35.023 of the
Erosion
and Sediment Control Handbook of the State of
B. NOTIFICATIONS be removed and disposed of. The toe and top of . California Department of Conservation
all slopes shall be rounded in accordance with ENVIP,ONMENTAL NOTES I
1. The existence and location of underground
the Grading Ordinance.
utility pipes and structures shown on these 5. All trees, brush, grass, and other 1. THE
STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 18%
plans were obtained by a search of available objectionable material shall be collected, (EXCLUDING EXISTING,
MAN MADE SLOPES).
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
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 5.2' AND THE MAXIMUM
plans, however: have been cleared with a neat and finished VERTICAL HEIGHT OF FILL 6.7'.
appearance free from unsightly debris. Approval
The contractor is required to take due of location of debris fill shall be secured from 3. A.) AVERAGE DEPTH
= VOLUME OF CUT(C.F.) = 67,500 FT 3 = 1.07'
precautionary measures to protect any the soils engineer and City Engineer prior to 0 CUT AREA
OF CUT (S.F.) 63,300 FT
existing utilities or structures located at the disposal of any such material. DECLARATION OF RESPONSIBLE CHARGE
the work site. It is the contractor's ------------------------------ B.) AVERAGE DEPTH = VOLUME OF FILL(C.F.)
67,500 FT 3 = 2.14'
responsibility to contact the following D. LANDSCAPING I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR OF
FILL AREA OF FILL (5.F.) 31,600 FT
owners of said utilities or structures THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE
prior to any excavation, for verification CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
and location of utilities and notification 1. All slopes shall be planted and irrigated in
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
a. sewers - (994 3 2 73 Encinitas Grading Ordinance and all adopted
STANDARDS.
landscape and irrigation standards.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
b. Gas & Electric - f"-4?;?-4133 2. Finish radin SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED
g g and planting shall be TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS
753- 6 466 accomplished on all slopes prior to October 1 or
C. Water - ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
immediately upon completion of any slopes graded PROJECT DESIGN.
d. Telephone - BOO 422 - 4133 between October 1 and April 15.
e. Cable TV - 746 - GG66 3. ALL AREAS SHALL BE HYDROSEEDED WITH AN APPROVED ��� /'e/ v
NON-IRRIGATED SEED MIX OR BETTER AND GERMINATION ev: _____________ ____DATE--------
2. Contractor shall notify the City Engineer SHALL OCCUR PRIOR TO FINAL INSPECTION OF GRADING WAYNE 2957
,
office 48 hours prior to beginning any work -XP. 3 29577
EX
on this project. Phone: (619) 944 -5070 P. 3/31/9/
3. The contractor shall give 24 hours notice SOILS ENGINEER'S CERTIFICAT
on calls for inspection. Phone: (619) 944-
5070. All work performed without benefit I HERALD R / eu
of inspection will be subject to rejection T1S a registered civil engineer in the
and removal. State of California, principally doing business in the field of
applied soil mechanics, hereby certify that a sampling and
study of the soil conditions prevalent within this site was
made by me or under my direction between the dates 1 191167
and 2/29/ 7 One complete copy.of the soils
report compiled from this study, with my recommendations, has
been submitted to the office of the City Engineer.
Furthermore, I have reviewed these grading plans and certify
that the recommendations included in the soils report for this / .QROFESSIp� q
project plans and have a incorpor ted in the grading pn A
specificatio ti��� yNE p Fc
ti
SIGNED- � T -Z
SATE Q Q RCE No.: 3322 RoFESrpy I No. 29577 �i W
R.' �!f `>� EXP. 3/31/9/ k u
EXP. DATE w/30/90 � uti, J PRIVATE CONTRACT Zt
l CIV1l
N T yr 2 W
( No. 33224 ` Of raL1t j ET CI TV OF crXINITAS C�
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K- ¢ M14 63 ��
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CITY APPF10\/EO CHANGES BENCH MARK V)
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PASCO ENGINEERING DESCRIPTION: 1�SQ[IARE /ROMP /PE A,,.orb ROBERT i4ARREN En,iM of work e = (619)
259-8212 C /TY ENG /VEER 4/ g 535 NO. HIGHWAY 101 y uNA B EA CN, a U M E A LOCATION: NORTHEAST
PROPERTY CORNER •Y: EX sl /9/ . 29577 Ci
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[NE COR. PGG. 2 P. MCOR 2 PM. 1440) � - _ 7
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VICINITY MAP R EC ORD FROM: A10A16 8243 G
ELEVATION: 3bG• /O DATUM: A55UMCD ������ PwmltNO. LA a
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FILE N0. PE- 2a 3
I
�(O°) �`3�l LEGEND NOTES
N 02 08 ?:5 , / ,w 401. 12' a re / —� PROPERTY L /NE - -� TOP OF CUT SLOPES MUST BE A MINIMUM
OF
EASEMENT L INE 3 FEET FROM PROPERTY LINE (TYPICAL).
TOE OF FILL SLOPES MUST BE A MINIMUM OF 3
��350) _ FEET FROM PROPERTY LINE (TYPICAL).
EX /STING CONTOURS
/ PROPOSED CONTOURS E 5000
\ �-
/ EDGE OF PAVEMENT
I 0 S A 5 0 I CUT SLOPE 21
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Aft 2 /5' 2' 3' C ivi� ' � \\ � � � SHEETS
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No. Do
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/ ORI�EGJAY E DETAIL &V ALE DETAIL ( 51HIGHWAY 101 -52,2 1 Y ENG /VEER
NO SCALE 535 NO. HIGHWAY sv. EXP. -3 /- 9 /n.c.E. 29577
$CAL SUITE A
NO LOC ATION: NORTHEAST PFtY)PERTY CORNE W �;
SOLANA BEACH, CA 92075 (fNE COR PC1_ 2 PM 14480) _
/ V /C /N /TY MA7
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ELEVATION: 3GG. IO DATUM: ASSUMED L� � (/� P.'""t No'
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Nor TO 9CACE '• �
FILE N0. P& 2G 3