1989-9459 G (Plans) CITY O/ tItC2lfiTAa
WuxK TO BE DONE
GRADINGr PLAN LEGEND
A. GENERAL C. GRADING
RSQ SM.DW
1. All work shall be done in accordance with these 1. All grading shall be inspected and tested by a SUBDIVISION
BOUNDARY . . . . . . . . . . . . . . - --
plans, the standard specifications for public qualif ied soils engineer or under his
works construction, the design construction direction. He shall inspect and test the PROPERTY LIKE
, , , , , , , , , , , •
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 EXISTING STRUCTURE
. . . . . . �- - -
changes or revisions therefrom, shall be submit soils reports as required and will
approved by the City Engineer, prior to any determine the suitability of any fill matprs.dl. IAT NUMBER ,
, , , , , ,
O I
request for inspection. Upon completion of grading operations hu shall Ia 3
re state that. inspections and tests wee E
made by
P p y G eoSo lls him or under his supervision an that in his EXISTING ELEVATION .
2. The Soils report titled Tract 4574 arsd b
J=, dated Sept 30. 1988 and the Review of Proposed opinion, all embankments aw4 excavations were . .
. 47.22
PAD ELEVATION. I
Grading for the Gault Residence dated Oct 16• 1989 constructed in accordance «rith the approved
47 2
grading plans and the all embankments and FINISH ELEVATION . . . . . . . .
. . . . . . .
also prepared by GeoSoils Inc.. shall be considered as a excavations are acr for their intended _
part of this grading plan. All grading shall be done in use.
accordance with the recommendations and ExzsTlNC CONTOUR . . . .
ec r Contained in Said re 2. The contractor shall properly grade all N FINISH GRADE CONTOUR
. .
sp �
P. P exeavat*O surfaces to provide positive drainage
and Vrevent ponding of water. He shall control DAYLIGHT LINE. . . . . . . . . . .
. . . . . . .
3. Approval of this plan does ,not constitute svvface water and avoid damage to adjoining I
approval.of sizes, location and type of drainage properties or to finished work on the site and FILL SLOPES, (2
t MAX.) , , , , , , , , , , , , , ,
facilities, nor of improvements within street shall take remedial measures to prevent erosion
right -of -ways. Separate approvals and permits of freshly graded areas until such time as ,� CUT
SLOPES
for these shall be required in conjunction with permanent drainage and erosion control measures ec
improvement plans. have been installed. SWALES AND FLAW DIRECTION . . . . . . . . . .
. . . .
4. Written permission shall be obtained for any _� O STORM DRAIN. ,(F,XI5T•,3&eRF•PJ . . .
. . . . . . . . . . I
off -site grading. l ef
S. Contractor shall take any necessary pr•z.utions BROW DITCH . . . . . . .D'75. . . .
.
required to protect adjacent pzope*' as during ENCINITAS V ' TE RIP RAP• .0-.40 . .
grading operations. Anythirr, damaged or
destroyed shall be replaced :,r repaired to 3. All areas to be filled shall be prepared to be ��`
G" A B' P.V. . . . G STORM DRAIN . . . . . . . . . . . . . .
condition existing prior to ,Lading. filled and fill shall be placed in accordance r+ p
I
with standard specifications. All vegetable
6. The developer shall .,e responsible that any matter and objectionable material shall be
GRATE INLET - - -
monument or boneb Wark which is disturbed or removed by the contractor from the surface upon
- - -
destroyed shall )a re- established and replaced which the fill is to be placed. Loose fill and CONL.LUG . .
. . . . . . . . . . . . . . . . . . . -
by a regist - -ed civil engineer or a licensed alluvial soils shall be removed to suitable firm
land survp•ur. natural ground. The exposed soils shall be RETAINING WALL . . . C-1#.CA .
. . . . .
scarified to a depth of 6" and than compacted to
7. The contractor shall design, construct and a minimum of !0 percent. It shall be the SANDBAGS .
. . . . . . . . . . . . . . . . . . . . oomooc+oo
-- intain all safety devices, including shoring, contractor's responsibility to place, spread,
and shall be responsible for conforming to all water and compact the fill in strict accordance VICINITY MAP
local, state and federal safety and health with specifications.
standards, laws and regulations. NOT TO SCALE
4. Cut and Lill slopes shall be cut and trimmed to
8. Grading and equipment operating within one -half finish grade to produce smooth surfaces and
I
(1/2) mile of a structure for human occupancy uniform cross sections. The slopes of
shall not be conducted between the hours of 5:30 excavations and embankments shall be shaped, ,
P.M. and 7:30 a.m. nor on Saturdays, Sundays planted and trimmed as directed by the engineer OWNERS NAME
: PETER W. GAULT AND B.CHMSTINE GAULT
and City recognized holidays. of work and left in a neat and orderly ADDRESS: 3429 FORTUNA
RANCH ROAD I
condition. All stones, roots and other waste 9. All removable protective devices shown shall be in ENCINITAS,CALIFORNI
A 92024
B. NOTIFICATIONS matter exposed or excavation or embankment place a the and of each working day when the five
PHONE: '754 -1206
slopes which are liable to become loosenwd shall A•P•N.: 264 - 291- 29
1. The existence and location of underground be removed and disposed of. The tob and top of (5) day rain probability
forecast exceeds forty
utility pipes and structures shown on these ail slopes shall be rounded in accordance with percent removed afafter ter Silt
and other debris shall be
plans were obtained by a search of available the Grading Ordinance. each rrinlall• LEGAL DESCRIPTION:
records. To the bast of our knowledge there are Should 10. germination LOT 20 OF CITY OF ENCINITAS TRACT
NO
of hydroseeded slopes fail to
no existing utilities except as shown on these S. All tress, brush, grass, and other
. 4574, IN TNR CITY OF
il shall b collected, objectionable matera sae colece, provide e ffective coverage o! graded slopes (901
I
plans, however: j coverage) prior to november 15, the slopes shall be
ENCINITAS, COUNTY OF 8" OIaO >)lllMTE OF CALIFORMIA, AtiO011DIN4
piled or otherwise disposed o! ot! the site by stabilized with punched straw installed in TO THE MAP
THEREOF NO. 1100'0, AC IN TOE OFFICE OF YW OOONTY
The contractor is required to take due the contractor me as to leave the areas that RECORDER
OF SAN DIEGO COUNTY, MAY 16 1987
have been cleared with a neat and finished accordance with :action 35.023 O! the erosion and
precautionary measures to protect any sediment control handbook of the state of California
existing utilities or structures located at appearance free from unsightly debris. Approval department conservation.
t of
the work site. It is the contractor's, of location of debris fill shall be secured from I
the soils engineer and City Engineer prior to
the disposal of any such material.
D. LANDSCAPING I
responsibility to contact the following 1. All slopes shall be planted and irrigated in
owners of said utilities or st- uctures accordance with plans approved by the City
prior to any excavation, for verification E n g ineer. Plans shall conform to the City and location of utilities and notification
g y of
of commencement of work: Encinitas Grading Ordinance and all adopted I
landscape and irrigation standards.
a. Sewers - Noble (Pu&L4c -), OLL)k X�(P 4"Tb DECLARATION OF RESFOIIaIRLE CHARGE CO
2. Finish grading and planting shall be
b. Gas i Electric - I accomplished on all slopes prior to October 1 or I HEREBY DECLARE THAT I AN
THE Z19INil� r
OF WWR FOR THIS I
immediate) upon co m p letion PROJECT , THAT I HAVE EXERCISED RESPONSIDLE CHARGE OVER THE
BDp- q��133(PUP11[a gN+1gC(FWV
Y P letion of any zlo es P graded CUT ' 1000 CUBIC YARDS (V
C. Mater - 9N&"TA P6t IaAk" - rt7P4 r>l kT I- OM-4'ZZ445 between October 1 and April 15. DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE
ow�er<crv�a�
FILL • 950 CUB IC YARDS BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN I$
E EROSION CONTROL STEEPEST EXISTING ( %) SLLWE WHERE CONSISTENT WITH CURRENT STANDARDS. Q
d. Telephone - I bCO- 422-4133 E (PUdkAC) 0
GRADING IS 7V LOUR = 33 % I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
I
e. Cable TV - NOMS 1. In case emergan woiJc is r e q ui r ed , contact 1M_�IKET MAX. VERTICAL DgrM OF CUT /O' SPECIFICATIONS
BY THE CITY OF ENCINITAS IS CONFINED TO A O
C at r 7-22 (phone No.).
REVIEW ONLY AND DOES NOT RELIEVE 113 ENGINEER OF MORF , OF (
2. Contractor shall notify the City Engineer's MAX. VERTICAL HEIGHT QFF /LL 3' MY RESPONSIBILITIES FOR PROJECT
DESIGN.
office 48 hours prior to beginning any work 2, Equipment and workers for emergency work shall be ?J L700 FT3
W
AVERAGE DEPTH OF CUT = ,6 srs� == 1.25 ^ '
l.�I
on this project. Phone: (619) 944 - 5070 made available at all times during the rainy season . fT ?
BY A - -+ DATE:
�J � I
notice All necessary materials shall be stockpiles on site 650FT Z
3. The contractor shall gives 24 hours no at convenient locations to facilitate rapid A VERASE DEPTH OIF F /LL - ZS
+ = 7.1' S� a
on calls for inspection. Phone: (619) tice
5070. All work performed without benefit construction of temporary devices when rain is 12,214 FT2
i N
eminent.
of inspection will be subject to rejection _ -
and removal. Q
3. Devices shown on plans shall not be moved or W
PkG $C /G
modified without the approval of the engineering
�jncrPH A \ ��yT\
inspector. I
4. The contractor shall restore all erosion control SOILS ENGINEER'S CERTIFICATE W
devices to working order to the satisfaction of the I �!
city engineer after each run -off producing rainfall. 3'3/
I, �jyy��a_ w
, kaA�' a registered civil engineer in the ��r W a N I
5. The contractor shall install additional erosion State of Califd#•nia, principally doing business
control measures as may 9u Y PP in the field o!
be required b the city applied soil mechanics, hereby certify that a sampling and V \ � 4 -
/ X
engineer due to uncompleted grading operation or study of the soil conditions prevalent within this site was
W N
unforeseen circumstances which may arise. made by me or under my direction between the dates
124- and C e4. [C 1489 one complete copy of the La
6. The contractor shall be responsible and shall take report compiled from this study, with my recommendations, has
I� 9
necessary precautions to prevent public trespass been submitted to the office of the City Engineer.
2
create a hazardous a I have reviewed these grading plans and certify (
impounded waters Furthermore, g g P r•r
onto areas when po Q
condition. that the recommendations included in the soils report for this Z Ch (O I
project have been incorporated in the grading plans and
7. All erosion control measures provided per the specifications. `
approved grading plan shall be incorporated hereon. U; OD
SIGNED• � �.a.n� 7- I
8. Graded areas around the project perimeter must drain 4.r.
away from the face of slope at the conclusion of ASE NO. ; �IR2 W N
each work day.
EXP. DATE: W W L LJ
0 � I
z Z � or -Z
REVISIONS APPPOVED DATE REFERENCES DATE BENCH IIAAFK MALE SPECIAL DI8TIACT APPROVALS CITY OF= ENCINITAS PUBLIC
WORKS DEPARTMENT DRAWING NO. W Q CL
STREET MONUMENT LOCATED ON t OF FORTUNA PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OVED GRADING PLANS
FOR
PASS RD NEAR NORTH EAST CORNER OF PL HORIZONTAL - DATE : b •!L •D'1 BY: _ 1 .& { ," BY: vi GNU IN IMV, GAULT RESI
9459-G
h R.C.E. NO.: 30512 DATE: 11U *L%14 _ DATE: ll•1 $3
ELEV.-360.56 DATUM -MEAN SEA LEVEL VERTICAL - ENGINEER 1 I
- EXP. R.C.E. 'l1L'k R.C.E. 2. SHEE- ' 1 OF 3
t4 WORK PROJECT NO.
A1003 -EO7
I
n
�. `�/AR/ X /, ' /1P� .s�AG'fC
� 6J d i 6 �� �[ a� an
i
i , � •',. % '"�! - 1'4uas.WiOrI
milk
--
�. � Quo• ?.Bir #3 '!�' • . � j
. RETAtNIh�i 1144tT
i
i
0
F c, o
o
o
s4 ao.5 AIPRMCE �
IN
.. � •, 3142 � � N
ATE. f
cou
k a , 4 ❑ —
., m o❑ � A IUCE
o Fr
p �� i
PLA S
RZ
" y
U'
5 ti
q
Sao
RETA NIN6 LL
PER R57J� -1 YPI
a F
l
� - .� � as - \ �• � do
o
nnoanaa o ❑non < V'
❑anon n o neo i 5�' XG X 1.'
a ° o ° �� a F +.� ��. �� ` p TON RlR -RAP
w
o o n
'4 „ noo �I
13CI $5T I
Psvl �
i
1 I� 4LL' . 0 h _ F none
2 n❑
c
i
V c> F�' �i� I M 1 74 "X 1 4 "l6 f �E .
�Sp � \\v i I\ L/G /* k BOX= 3 0, V �'
E/1 /JT •7i1 / EU NN ,..'
ST
A S�IE IW 0..
1
EX /ST /N6
DWAL V
Y N
L �
4 "0
I '
i f
—� N � —
SCALE • 1" = 20'
5' 0 20 40 60 SO
m iiiii
0.807. .
W
H
-- W o
�.
Q
RETAINING WALL ?��'981�c C
PER RSD C -1 2 / 'slp W
S .qc J C�
4" CONCRETE u
QR�FESS /p� /f w
SIDEWALK A
JO ")FPH A.
SECTION A —A a ���A Q
co c
ma. ) z 0)
OT TO SCALE 3.31 -vz (n co
OF
9
CIVIC �Q-
C
f
C
L1J (�
w WL L
1 ' z C
C
. Z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE DIAL DUrRCT AMBROM Ci ITY OF ENCW*TAS PUBLIC WORKS
DEPARTMENT DRAWING NO. LLI Q CL
RAISED 7 /• PLANS PREPARED UNDER SUPERVISION OF RECOM AP ROVED GRADING PLANS FOR:
Oop I s NI ��' SEE SHEET 1 HORIZONTA4 �"' —'' DATE : 6- 14P - 09 BY: Qo BY: VL-ia
, rte— R.C.E. NO.: �x2 GI GAULT RESIDENCE 9459 -G
VERTICAL — R.C.E. ►ebutR �a1
ENGINEER EXP. 3 3! tt R ATE: DATE: 1
'. R.C.E. 21114— WORK PROJECT N0. SHEET 2 OF 3 11
— - - - - - - - .. .-. — _+...--- •►f ---- .- -- -- ter..... ----w —.f+. -- -....
_- —...
I
q ,
5
m
a .
1
I ' 65'x/? 'x 16M. 7 McKiNG
/ER , 0-40 W/ S /LL
a 2 SANDBAG HIGH (T �
v
r' 1.V - N a hl .rrliif4
EQ/ YEAR FLOOD LINE
i
I . � Rf TAiNilVG WALL
` Q Y ' •S CFS
114 TON RIP -RAP Qwo to cv5
m
5
PER D-40 .
EX15T. ING -TYPE D
\; • '� o ` to o m HEADWALL ;J
�� 341 ❑ d _ — � M loor
G 13
♦ � N �t� ° ^i
♦ T h
�� • ': P f�W n� � ,�. vC �, � i I � D .{"
co
jk RETAIrNM LL.. x :n v�1 K y / 5•�
�`°e PER RSD C• YP) � • !r q
ol
MR Duou—,
° oa c �'� �p0' k b� I 'X6 "X f.$'
q. 1/ TON RfR -RAP �
� 1 ti R a -o
r , n
s �
coo 13
\ \ v
2 SA1VGg �..
% .
N N
W..jNe
S Ow
i
-
l
S 1
!
N
XALE: 1, , 70 , -
5' zo w io + NCH
o
0.80'/.
. W
X
uj
t
RETAINING WALL ?i��lF
PER RSD C-1
4" CONCRETE I
�QVFESSA'l Ld / y
SIDEWALK
Q
=Q t LA CAVR
SECTION A —A No..ji:97 ' I
NOT TO SCALE
3-31-92 ' co ,
fq iU� I������ - .,. Q
Lij (A
W LIJ
REVISIONS APPROVED DATE REFERENCES DATE BEWH k4w SICAL,E WMAL DIBMCT /IP4'f�10'VALS CITY OF E AEA PUBLIC
WORKS DEPARTMENT DRAWING N0. W
sTRtEET MONUMENT LOWED ON c cRT FORTUNA PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL
PLANS FOR: Q
;t DATE By ?. Q • � r 6) ✓
PASS ar;,:. v ,;,. , , .... MOItRONTAI, ��Lawt
- GAUL" RESIDtNCE 9"
o ( /a �i✓� R.C.E. N0.: DATE: 1:3 L yu ?�f DATE:
. ELEV.= 350.SG DATUM =MEAN SEA LEVEL. VERTICAL T— ENINIEER +
EXP. R. �+ WOW P004ECT NO. SHEET 3 3 - -
er -
+w+••.Ir . .•... -.+M r w..r -+► . -...fir •...yM +w w..r. 1Y_ +r..+ r .w.+- r ..+ i^•+•.►Il.•rk+w.+:r.► +rww+:�I w►.
. w... wwr.i.•-- ww.+— ...�rr`..•r. '�wrlFS w.+i+.�r + -+.r• .•-r •.•:' .:.