1995-4191 G (Plans) 'WORK TO BE DONE All work nerformed without benefit cf slopes shall be rounded in accordance with
the
10 . Prior to hauling dirt or construction materials to inspection will be subject to rejection and Grading Ordinance.
A. GENEP7.L any proposed construction site within this project removal.
the developer shall suhrit to and receive a_nprnval 5 . All trees , brush, grass, and other objectionable
All work shall be
from the City Engineer for the proposed haul route. C. UxACIdG material shall be collected, piled or otherwise
done in accordance with these The developer shall comply with all conditions and disposed of off the site by the cont-ractor
so as to
plans, the standard specifications for public works requirements the City Engineer may impose with 1 . A_1 grading shall be observed
and tested by a leave the areas that have been cleared with a neat
construction, the design construction standards of regards to the hauling operation. qualified soils engineer or under his/her
and finished appearance free from unsightly debris.
the City of Encinitas and the San Diego area direction. He/She shall observe and test the Approval of location of
debris fill shall be
regional standard drawings. Any changes or 11 . Upon final completion excavation placement and compaction of fills and
secured from the soils engineer and City Engineer
P p on of the work under the grading bzckfills and compaction of trenches. He/She shall pricy to the disposal
revisions therefrom shall be approved by the City permit but prior to final grading approval and/or of any such material.
submit soils reports as required and will determine
Engineer prior to any request for inspection. final release of security, � �y, an
as-graded the suitability of any fill material. Upon
certification shall be provided stating: "The completion of
2 . The soils report titled '%FOTFCH. ravesnprepared by SocAL grading under Permit No. 4696(3 has been grading operations he/she
shall state
50IL5 TES'rwal dated ti-fi•B9 shall be considered as a performed in substantial conformance with the that observations and tests
were made by him/her or
part of this grading plan. All grading shall be approved crzdin under his/her supervision and that in his/her
P g plan or as shown on the attached opinion, all embankments and excavations were
done in accordance with the recommendations and as-graded plan" . This statement shall be followed SITE RETAINING
WALL DETAILS)
specifications contained in said report, by the date and signature of the Civil Engineer who constructed in accordance with the approved grading
certifies such grading operation. plans and that all r intended and excavations are
3 . Approval of this plan does not constitute a acceptable for their intended use. '
approval
of sizes , location and type of drainage facilities, B. NOTIFICATIONS 90IL6 ZNGIti'ET•'R'3 CERTIFICATE
nor cf improvements within street right-of-ways. 2 • The contractor shall properly grade all excavated
Separate approvals and permits for these shall be 1. The existence and location of underground utility surfaces f provide positive drainage
and prevent I _ _9A-NIGL, � . A9Lt� a registered civil engineer in the
required in conjunction with improvement plans. pipes and structures shown on these plans were Ponding of water. He/she shall control
surface State of California, principally doing business in the field of
obtained by a search of available records. To the water and avoid damage to adjoining properties or applied soil mechanics , herebv
certify that a sampling and study of
4 . Written permission shall be obtained for any off- best of our knowledge there are no existing to finished work on the
site and shall take the soil conditions prevalent within this site was made by m or
site grading. utilities except as shown on these plans, however: remedial measures to prevent erosion of freshly under my direction
between the dates 3-23 -89 and &- & %01 .
5 .
graded areas until such time as permanent drainage one complete cony of the soils report compiled from this study,
DECLARATION OF RESPONSIBLE CHARGE
Contractor shall take any necessary precautions The contractor is required to take due and erosion control measures have been installed. with
my reccmmendations , has been submitted to the office of the
required to protect adjacent properties during precautionary measures to City Engineer. Furthermore, I have reviewed these
grading plans I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
ry protect any existing 3 . All areas to be filled shall be prepared to be and certify that the recommendations
included in the soils report THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
grading operations. Anything damaged or destroyed utilities or structures located an the work
shall be replaced or repaired to condition existing site. It is the contractor's responsibility filled and fill shall be placed in accordance with
for this project have n incorporated in the grading plans and PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
prior to grading.
to contact the following owners of said standard specifications. All vegetable matter and specifica ns
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
utilities or structure_ prior to any objectionable material shall be removed i the �� ur��Sd���l
iR6 vzo�ECr IS e scFCloEO As ° PzovEZrYuuE rrETHrAINc. wAU3 13l6'nEVrdl aOE.,LEtx��la.
6. The developer shall be responsible that any excavation, for verification and location of contractor from the surface upon which the
fill is SIGNED: �t A I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
monument or bench mark which is disturbed or utilities and notification of commencement of to be placed. Loose fill and alluvial soils
shall ®f BY THE CITY OF ENCZNITAS IS CONFINED TO A REVIEW ONLY AND D >ES NOT
destroyed shall be re-established and replaced by a work• be removed to suitable firm natural ground. The RCE NO. : �3.7 ;su
qi' RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
registered civil engineer or a licensed land exposed soils shall be scarified to a depth of 61' NO 36
surveyor. � DESIGN.
surveyor. and then compacted to a minimum of 90 percent. It EXP. DATE. Ci-�J_ 96 EXI' ;J_ LA
CoS-O4 EN(s11JEE RIIJC.
shall be the contractor's responsibility to place, 2382 cAmildo v1oA Ro%LE - L
a. Sewers - }F` 1 (NAME , ADDRESS & CA¢L5sADF CA 9200°,
7. The contractor shall design, construct and maintain spread, water and compact the fill in strict OWNER'S CERTIFT,CATI'
TELEPHONE NO. OF ENGINEER OF WORK) C(omN931-0290
all safety devices, including shoring, and shall be accordance with specifications.
responsible for conforming to all local, state and b• Gas & Electric - (Agency) Phone
federal safety and health standards, laws and
regulations, c. Wi ter - 4 . Cut and fill slopes shall be cut and trimmed to I S B) HEREBY OR W LL BE CERTIFY THAT
A REGISTERED SOILS ENGINEER OR GEOLOGIST BY �61� DATE V-1 _")5,
finish grade to produce smooth surfaces and uniform HAS BEEN OR WILL BE COMPACTION TO SUPERVISE OVER ALL GRADING ACTIVITY (Signature)
AND ADVISE ON THE COM_ACTI01r AND STABILITY OF THE S . E.
d. Telephone - cross sections . The slopes of excavations and RCE NO. : .66344 EXP.
DATE: G-30 -L97
S . Grading and equipment operating within one-half embankments shall be shaped, planted and trimmed as ���' 1�c/ V
(1/2) mile of a structure for human occupancy shall e. Cable TV - directed by the engineer of work and left in a neat f DATE:
not be conducted between the hours of 5: 30 p.m. and and orderly condition. All stones, roots and other Signature
7 : 30 a.m. nor on Saturdays, Sundays and City 2 . Contractor shall notify the City Engineer's waste matter exposed or excavation
or embankment
recognized holidays. office 48 hours prior to beginning any work on slopes which are liable to become loosened shall be
this project. Phone: (619) 633-2770 . removed and disposed of. The toe and cp of all
9 . No grading operations shall commence until a z-ss
pregrading meeting has been held onsite with the 3 . The contractor shall give 24 hours notice on
following people MP-W 711`6 E><r5r. A•vrff�
P P present: City Inspector, Civil calls for inspection. Phone: (619) 633-2770. NEV✓ raEW kET.wALL Engineer, Soils
Engineer, Grading Contractor and i �EV,oUSLY NPEZ ssPArzAT� 7ERMIT•Permittee. The pregrade meeting shall be scheduled
ESVw•with the City at least 48 hours in advance by �LOG- �F 13L.11FF H P11.'I N.3L
Calling (619) 633-2770 . 0 r r� _ <41 r 1' !" f" F r 2�' r- J (� ASN
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RETURN -10 N3 t0 NOME. Wh{-L., ADWAC.t=f�TT 15 LDC�•
8" C.M.U., Solid Grout 8" C.M.U., Solid Grout .
05 @ 16" vent @ e .........�, { 4• VICINITY MAP u
04 @ 32" Horiz 1=4 #5 Crt16 Vert C CL.
�Y15T'G i #4 @ 32 Horiz. u.
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1'-0" C.M.U., Solid Grout T I RePoRT VARM 6/3/99 .. Oo POT gHo26 p <@trt9HT4 (op-6iTE� RAcKfILL PER 6oILS
96 @ 16" Vert @ Ede .. ..._ . . .....................,I,............._:°,
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7ot (bcr ): '15 L ICo O.G. RF. P1AG T
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¢- #4 HOBIZ. RS SHOWM . 3 PEE . pi �'/ 3I4°(,IQAuEL ,.. 1. START' c mgraornol, Im PMW Z At CITY OF ENCINITAS
=SHICI .. F i1DW1J e/.1 PlA/X. fdM®Et41i PNAi17. SHEE oG. 02 DA.1,IaftG6
c' TO REMOVAL of 51bRMM. F>eR RirN® q
4"il4 HORIZ. AS SHOWN
T it WELL P'eeutow Ap�6P&L4W
P�oaecT GRADING PLA N
IN u_EY AS shown{. .r :;• LING of EXIST'G 51tOCtIt�(� Z • RE,Mo,/� A+JD R6pLAcE St4oRlNb •'� • rN SHIRT
?LO•'SE6HSNTS .-
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4 Hoot< @ 32 o.C.
uNE of cXiST'r, SHOeI�a IN KEY As _e"vYN , (SITE RETAINING ``
CA1JG /2EMOJE !Y1!D REf'IAcE THE: 5N421ub J SC tiEAATpggaT eF CAAICRv" ANO CWQ;WenW cf WN". DETAILS)
�utsHalr s o N 7' o" teN�rHS(nre E Toy,LF� w�rElAV. ; :.. 316 NEPTUNE AVENUE
To wIM cE Tnr 8" 4N CITY APPROVED CHANGES BENCH MARK
qty A5' BUILT 1
2..E 1-0`io PaTE-tJIAALL'Fox UOWP WINI F7,sT'l. p ' ,NEr>< i1° 1'-0°`Sn" No, Dm,,plton App,o..db,
Dale
LEl1CADIA CA �92p? _
=..... ... ..............
.. .i; 17FF311F IMPBWENEh1j°.�, wA� ...... R6TA1 _.. DESCRIPTION f' /
r3EtAyr .. � ��,1 1 1.111.l,Cy W1111 C1iANbe'S aw O jywp,o.ai. 3-934 I('
' �� _/ S
/\$°HOLLY V• LOCATION. - SUBDIVISION E NGINEER fv
SEGT� ®IV �- (su.NAaveel -1) - -
I
Nt.TS �EGTION A -A Frc� ®A,s RE CORD FROM.
5®34! 9-2 b «, or.,,E
cn«E«{ by W
41916
T•1•T,S. - - 14fA.RTELL B. M10N GOME A�d
i
ELEVATION: DATUM RCE 50344
W
_ to G Nn