7785 consultants
ELECTRICAL
RWR ASSOCIATES , INC .
4040 Almond Street
Riverside , CA 92501
Jack Tamai
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Encinitas) Blvd.
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Santa Fe Dr. -,,PROJECT SITE
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IRRIGATION DETAILS
PLANTING PLAN L-8 of
PLANTING DETAILS L-9 of
STREET IMPROVEMENT PLAN S- 1 of
� , t
STREET IMPROVEMENT PLAN S- 2 o f
RESTROOM BUILDING PLANS A- 1 I < -
thru A-5
` A n
S7�)
n _ o o the NOrtn line,
feet; thence North 0117
25 -East 16J feet, more or less t q
:E .. said North Half. :k
of s
LX9i: ,l (C7
✓�(7 r .. of the Southeast : carter of .. ..
� he Easterly feet of said North Half 4 oa ,
C - . - ;. EXCEPT t Y ,
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NL't t� � jj ;: pg _ _ A
Ir � k I � k.: _. ., _ s'-_t.,. � ....... :.:. ..a .-�.n c..,,+t,WPae nuarrer of section
23.
1'/i
i' Southeast Quarter or the Nortnea5g yuaicn.: .,� ♦-aac .., ........._�... Y.....�.„�
tM yr j I INC T(NG iZ�e-r t� ' Lj
�.L�—� - Section 23, Township. 13 South, Rangs 4 West, San Bernardino Base an Meridian ;
G California, according to United States
/7(�f C- �LIF" "( of San.: Diego, -State of C 4
( D in the County g
e a' roved `Aorll 14, 18
81
X !. Government survey _ PP -
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ante of t a
PARCEL 4:
< he Northeast
u r
o the Northeast
carter oft 2
tion f
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Thaw po
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Yirivrnc/�° i:u «iristr� E �.r�st �uarter`of Section 23, :Tovnsh 13 South, Range 4 West,
San Bernardino
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-.... South, Ran 4
_ .msh 13 S u
c..lon23 0 1 .
e Southwest .
carter o'f'
9
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Quarter of the Q.
according to United
.. ..... :� California, r t
i r _/ e State of ,
...:.... .. County of San
. . . ter... .: t5e. C n
.... .... - Weser. n . . ,.4
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e a follows:
crib d s s.
9 188 des. f
v roved April 1 7 ,
. . . . :- . ates Government Survey app. .. _
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REVISIONS:
DATE
JOB NO$$02 1
DRAWN BY,MJ
CHECKED BY:
REVISIONS
DATE:
JOB N0880215
DRAWLY BY LG ,K1
CHECKED BY h1,F-,
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1:f,', '
f_A�E, VA, �tfttz� �ltnyj" him or under his supervision and �a� in nis
E. k 2. The soils report titled - C41 FS4 4 by opinion, all embankments and excavations
were
�70•,5�1 1,.,1 �Te4t dated 'Shall bee constructed in accordance with the approved
and
considered as a pa grading plans and that all embankments
F(- m of this grading plan. All�
grading shall be done in accordance with the excavations are acceptable for their intended
P6�� ��Tlthil_l t �49) recommendations and specifications contained in use
N, said report. r grade all
if, this Plan does not constitute 2. The contractor shall properly T_�_
N 3. Approval of excavated surfaces to provide positive drainage
'Sill, l�r-c i �Z—L, �-_ I k I
7 N approval of sizes, location and type Of drains ge and prevent ponding of water. He shall control
-rL -�,70v, V f! facilities, nor of improvements within street
-Z-,2,l=l I �_7" 1 right-of-ways. Separate approvals and permits surface water and avoid
damage to adjoining
for these shall be required in conjunction with properties or to finished work on the site and
shall take remedial measures to prevent erosion
-s improvement plans. of freshly graded areas until such time as•
-7 R4J 4. Written permission shall be obtained for any permanent drainage and erosion control
measures
-ot-K MTAqNIN&i IJALL
t have been installed.
coo
'-),4EET- I N 7 N,
4- Orr,- ArL� off-site grading. 3. All areas to bq filled shall be prepared to
be
F=0K S. Contractor shall take any neceasary precautions filled and fill shall be placed
in accordance
I" If *Lver-1 1 N I with standard specifications. All
required to protect adjacent properties during vegetable
grading operations. Anything damaged or matter and objectionable material shall
be
destroyed shall be replaced or repaired to removed by the contractor from the surface upon
condition existing prior to grading•
which the fill is to be placed. Loose fill and
alluvial soils shall be removed to suitable firm
5 1 6. The developer shall be responsible that any The exposed soils shall be
natural ground.
monument or bench mark which is disturbed or scarified to a depth of 6^ and then compacted
to
3 1 It destroyed shall be re-established and replaced a minimum of 90 percent. It shall
be the
E4�, by a registered civil engineer or a licensed contractor's responsibility to place,
spread,
-2 214 (V
I 10111is ME I 'N land surveyor. water and compact the fill in strict accordance
(T-f FE 'E! I NLE-LT) 26 'design, construct and with specifications.
't p4'N) 7. The contractor hall
>191 Lo F maintain all safety devices, Including shoring,
3 7 1 and shall be responsible fo� conforming to all 4. Out and fill slopes shall be cut and
trimmed to
X finish grade to produce smooth surfaces and
38 39 40 local, state and federal safety and health uniform cross sections.
The slopes Of
standards, laws and regulations.
pj 0� J i excavations and embankments shall be shaped,,
-rir- LJNL INV N one-half planted and trimmed as directed by the engineer
8. Grading and equipment operating within one-hi of work and left in a neat
and orderly
It It, (1/2) mile of a structure for human occupancy r, f I condition.
'All stones, roots and other waste
shall not be conducted between the hours of 5:30
p.m. and 7:30 a.m. nor on Saturday., Sundays matter exposed or excavation or embankment
N,
i (44) slopes which are liable to become loosened shall
and City recognized holidays. be removed and disposed of. The toe and top of
FRO_-F-� I I'll, "I �� 5 �J B. NOTIFICATIONS all slopes shall be rounded in
accordance with
> �\-,.L the Grading Ordinance.
,7 0 _q
lal1KCLINV rIFPF_ 3 J N,
1. The existence and location of underground brush, grass, and other
and structures shown on these 5. All trees,
cr_ N, utility pipes objectionable material shall be collected,
; 0 � 11 , III ff, o� 11 - -_ --I �\ plans were obtained by a search of available
pilel or otherwise disposed of off the site by
_�-1 2, ..... . records. To the best of our knowledge there are the contractor so
as to leave the areas that
I no existing utilities except as shown on these 77'�,
■ N, have been cleared with a neat and finished
J plans, however:• appearance free from unsightly debris. Approval
✓U,7 of location of debris fill shall be secured from
t The contractor is required to take due the soils engineer and City Engineer
prior to
r precautionary measures to protect any the disposal of any such material.
the work site.
A11- existing utilities or structures located at
to 7- V�Ul_
It is tile coni�rictorls 0. LANDSCAPING
"N, responsibility to contact the following
- ...... .® - - - --- LL
owners of said utilities or structures 1. All Slopes shall be planted and irrigated
in i
prior to any excavation, for verification the City
F location of utilities and notification shall conform to the City Of
accordance with plans approved by
t and Engineer. Plans
of commencement of work: Encinitas Grading Ordinance and all adopted
0 a. Sewers - landscape and irrigation standards.
cc9e4 -2 1011 be
2. Finish grading and planting shall
b. Gas & Electric -e1A,0 accorplished on all slopes prior to October I or
VK41\1 t__! I I - F_
A�Ff*L.T "IT -rHM;,
L�t C`1 -27��-'7 1 immediately upon completion of any slopes graded
LL IANI
C. water - x\0 CAE4,U t 710 1,J,,NT t�-TI216r between 1 and April
s�
NN
N, d. Telephone P4�C,41P�IC- le�r_-L_L- E. EROSION CONTROL
Cn
0. Cable TV 1. In case emergency work is required, contact
X- 15Sx,,
Jr��E- !ELL��H at bfq-94q-506 (phone No.).
`aiu i71 ) N -17' 2. Contractor shall notify the City zrigineer-s
tt office 48 hours prior to beginning any k Equipment and workers for emergency work
ar,
"-Tc, !,mc't
f�-O� on this project. Phone: (619) 944-5070 be made available at all times during the rainy
Ui
season. All necessary materials shall be
3. The contractor shall give 24 hours notice Atockpil I ed on site at convenient
locations to
on calls for inspection. Phone: (619) 944- 1 . �A+,
4*, facilitate rapid construction of temporary
4� 5070. All work performed without benefit devices when rain is eminent.
of inspection will be subject to rejection
and removal.
�c, 3. Devices shown an plans shall not be moved or U)
7 N
modified without the approval of the Engineering
inspector.
rAJOI-IH,!� LDT
_T_
3.e7:a 4. The contractor shall restore all erosion control
—fo �71 100
devices to working order to the satisfaction of-
lesse,
-off producing
TIL the City Engineer after each run
_7Z I
rainfall. 1
S. The contractor shall install additional erosion
(9 11 (c,
I[I rTe T5 �Z�,.47 grading operation or
Engineer due to uncompleted
unforeseen c
fr57 5 ,7 ircumstances which may arise. LL
LL
0 a, 4* a 9c) control measures as may be required by the City Z
;In 6-A I be ible and shall
I
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6. The contractor shall respons
to prevent public
take necessary precautions
1-4) trespass onto areas when impounded waters,create 4 0 li
a hazardous condition.
A_
NN erosion N, 7. All control measures provided
per the
approved grading plan shall be incorporated J 1.
n <
hereon.
1A
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11 1 N
24 340 I
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if
a. Graded areas around the project perimeter must
drain away from the face of slope at the III
conclusion of each work day. II
9. All removable protective devices shown 'shall be
in place at the end of each working day when
the five (5) day rain probability forecast
exceeds forty percent ' (4 096) , Silt and other
debris shall be removed after each rainfall.
10, Should germination ofhydro4eeded slopes fail to
provide effective coverage of qraded slopes (902
coverage) prior to November 15, the slopes shall
be stabilized with punched straw insta a n
accordance with Section 35.023 of the Erosion
tf„0 and Sediment Control Handbook of the State Ok
W 1�61;r Z ILI California Department of Conservation.
Tc 52 SOILS ElIGINBURIS CERTIFICATE f
EASEMENT SECTIOW ,
340 registered civil engineer in the
of
-tc, -5/
ix�l 13x`9. State of California, principally doing business in the field
29 applied soil mechanics,
N, J� I I hereby certify that -a sampling and
(7,16i tPW-Uf 1 1, 1 tud of the soil conditions prevalent within this
site was
III
y
r
N, d d' ectio� between the dates
QAn One complete copy of the molls
14 --LJ��f W/e�Sf and study, with my recommandationav has
J*A 11�>Jrjoo 4 3 report compiled from this
it ,,.a,®� been submitted to the office of the City Engineer.
-FO Furthermore, I have reviewed these grading plans and certify
N, )880215
that the recommendations included in the soils report for this
J 0 project have ib en(-1-ft t d in the grading plans and �v 7n7 38
efY r
speci
31
�Z,Z-7� -71 SIGNEDe-
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a Ho RAPHI A3MAMUPKSS
Sr0RD PSGFk NO 50"
RCE NO.: 037
22 t 23 EX P. DATE t 30 -9L
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(3 Z) 3 i (34)
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GO
g. CIVIL ENGINEER'S CERTIFICATE
PKNWPWr__ _THKX41#44 C4,1 �4 rwJ0F_ _F0 61ft�R,�
1-> 1 T1 Cl 70 Cl�`-
lsi1, AV(, 1-1,�-Tr= KELTNER-AND ASSOCIATES, INC.
No, I I r� ,
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��' o orir= • 11 110%.01 (619) 942-8829
BY:
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DONOTBID R.C.E. NO. 4179b'
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