1997-1343 G (Plans) General Notes GRADING PLAN fork to be Done -
1. All work shall be done in accordance with these plans, the Standard The Grading consists of the following
Work to be Done according to the plans, the
Specifications for Public Works Construction, the Design and Construction /r current City of Encinitas Engineering Department
Standard Specifications, the Son Diego
Standards of the City of Encinitas, and the San Diego Area Regional 405 Liverpool Drive, Cardiff Area Regional Standard
Drawings, and the Standard Specifications for Publis Works Construction
Standard Drawings. Any changes or revisions therefrom shall be approved Grading shall consist of the construction
of all cuts and fills shown on these plans and
by the City Engineer prior to any request for inspection. RMI GA- RA•1 outlined in the earthwork specifications.
All grading details shall be in accordance with
2, The Soils Report entitled "Geotechnical Evaluation, Proposed New Single 0 5 10 15 25 RMt RMI the City of Encinitas
Grading Ordinance.
Family Residence, 405 Liverpool Drive, Cardiff -by- the -Sea, Calif, 92007" SCALE: 1" = 10' 4 p
prepared by Ninyo & Moore Engineering, Inc. dated March 31, 1997 shall 3 d Item lIN>I tit
be considered as part of this grading plan. All grading shall be done erE�CE
in accordance with the recommendations and specifications contained
in this report.
Project Boundary -- -
3. Approval of this plan does not constitute approval of sizes, location and
type of drainage facilities, nor of improvements within street right -of- Existing Elevation
ways. Separate approvals and permits for these shall be required in
conjunction with improvement plans.
Exbkvg v PLG �. Proposed Finished Elevation
4 Written permission shall be obtained for any off -site grading.
4' M bas h0h _
5. The Contractor shall take any necessary precautions required to protect -- - -- -- -- -- - Existing Contour
--
adjacent properties during grading operations. Anything damaged or
destroyed shall be replaced or repaired to the condition existing prior Swales and Flow Direction
to grading.
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i
� 6. The developer shall be responsible that any monument or benchmark V O 2 EA
O� ��I Grate Inlet QIAKSET DB1818 which is disturbed or destroyed shall be re- established and
replaced 8•AGPW°terML* - by a Registered Civil Engineer or a Licensed Land Surveyor. w w __ _ _._ ___ -._. __.__
w -_ r ___.___ - _ _. _ __ Storm Drain Pipe (6 ") N SDR 35 SD 128 LF.
7. The Contractor shall design, construct and maintain all safety devices, Recomiawt Exist ePS in Y 9 Y N9s
Masonr Retainin Wall Count Std D C -1 & C -5 825 S.F.
including shoring, and shall be responsible for conforming to all local, Ex�kti Pccc,.t toLhe Fxe Pcccvb
State and Federal safety and health standards, laws and regulations. Demo Existtxj steps and 1 � P R�
etng
S. Grading and equipment operating within one -half (1/2) mile of a structure < oactmac Erosion Control Sandbags
150 EA
for human occupancy shall not be conducted between the hours of 5: 30 � LU
p.m. and 7:30 a.m., nor on Saturdays, Sundays and City recognized
holidays. �h 1g5
1163 Is e
9. No grading operations shall commence until a pre - grading meeting has / 1 N ° f, � eeA I
_ � _ Earthwork
been held onsite with the following people present: City Inspector, YM to me a
Civil Engineer, Geotechnical Engineer, Grading Contractor and Permittee. The • T4" I Aw ® per Std
pre - grading meeting shall be scheduled with the City at least 48 hours r ^4 �4 E to �� "' 4 � ,
in advance by calling (619) 633 - 2770. Excavation for Permit Purposes: 275 Cubic Yards
I ! , ^ `� \ r ^,�` Additional Excavation Wthin Buildin Foo 125 Cubic Yards
_ mm 15" Hate's to Ream, + , � I � r
10. Prior to hauling dirt or construction materials to any proposed �� 6aetrg Noll to % Wall Pl 015.Porch ` FHI:
None
construction site within this project, the Developer shall submit _ \17 I' I Total E ort: 4W Cubic Yards
to and receive approval from the City Engineer for the proposed haul o 3 R0 pt StQIrW011 �3 yr ut Z
route. The Developer shall comply with all conditions and requirements 112.96 FF
the City Engineer may impose with regards to the hauling operation. I , ^� , \ ^y P� 11225 Pad
ask
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• 3� - pC�
11. Upon final completion of the work under the grading permit, but prior Dew Existklg Driveway I � L. _� Q p'� •tlt'
a, 1 L? I Owner CerGfl
to final grading approval and /or final release of security, an as- graded 5 _ vexn 5" yell �b --
certification shall be provided stating: "The grading performed under I) •O New PC.CDri tiara 8 :a t rn
Permit No. 1343 -G has been performed in substantial conformance _ _ Lot 4 8 Marvel Floor I ^9 I I hereby
certify that o Registered Soils Engineer or Geologist has been retained to supervise over all grading activity and
roved grading Ian or as shown on the attached As- Graded Plan . o emu* Lot 47 advise an the compaction
and stability of the site
with the o
PP 9 9 P � � � ^a D .� ^a q 1'12.25 FF I81.6 FF � 2 % This statement shall be followed b
� I
nature of the I �,, o ^�� - rn
Civil Engineer who certifies such grading the date and signature
operation. g rn wal 1'11.50 Pad 1'18,0 Pad I p Nom ^ (Level Underfloor Growlspace) 1 ] .g �p O
By. Date �O
Z r wyl w �_, - _ yf Existing Water BETH ABRAMSON -BECK
Gradiu Notes
FTk \0�� O �,� voids \�„ n ecl 405 Liverpool Drive
^ry. I p .�° � ,,4 ��/ 1 Cardiff, CA 92075
E,dwtM
1 • All grading shall be observed and tested by a qualified Soils Engineer - Fbiff to Rsslah ' IIILG �W 5
619 944 -6849
or under his/her direction. He /She shall observe and test the excavation I 0 aB15 I ►nle Wdi , ( )
placement and compaction of fills and backfills and compaction of trenches. Control Sand Dam '+ jed �d f
He /She shall submit soils reports as required and will determine the 2 HkApfcal. t3og5 9 0 sak
suitability of any fill material. Upon completion of grading operations I Hkjid Drain Outlet. I p 55% ^ „_ F ^p to
he /she shall state that observations and tests were made by him /her or �,,, -' -- S11 Alto A SD Deeluation
of Relmonsible Chute
under his /her supervision and that in his/her opinion, all embankments
and excavations were constructed in accordance with the approved I I Nall
grading plans and that all embankments and excavations are acceptable 0 ti° N `•� ° `•� 00 „ E I00•� " 0) �s per candj Std
I hereby declare that I am the Engineer of Work for this project that I have exercised responsible charge over the design
for their intended use. !I `� r � of this project as defined in Section 6703 of the Business and
Professions Code, and that the design is consitent with
1 0�
N" Elm
r� A 83 If. b' PVC,
Drain s 5 current Standards
2• The Contractor shall properly grade all excavated surfaces to provide
positive drainage and prevent ponding of water. He /She shall control _ I I r0 d olk 0 trol NOW I understand
that the check of the project drawings and specifications by the City of Encinitas is confined to a review only
surface water and avoid damage to adjoining properties or to finished
work on the site and shall take remedial measures to prevent erosion I �•�w�10n- rat` 94�l.OMand does not relieve
me as Engineer of Work, of my responsibilities for project design.
of freshly graded areas until such time as permanent drainage and I 1. In case emergency work is required, contact
at
erosion control measures have been installed. RESOURCE DEVELOPMENT CORPORATION
2. Equipment and workers for emergency work shall be made available at
3• All areas to be filled shall be prepared to be filled and fill shall be all times during the rainy season (October 1,
to April 15). All necessary 531 Encinitas Blvd Suite 201 p Clvi�
(aced in accordance with the Standard Specifications. All vegetable I materials shall be stockpiled on site on October
1 at convenient locations
P P 9 Encinitas, CA 92024 �• : • ••.. ;., ;•
matter and objectionable material shall be removed by the Contractor I to facilitate rapid construction of temporary devices
when rain is imminent. = i zl;�ra
(619) 942 -1106 Fox (619) 942 -2514 r
from the surface upon which the fill is to be placed. Loose fill and D C NA L I
N ,; 2617
alluvial soils shall be removed to suitable firm natural ground. The 3. Devises shown on plans shall not be moved or
modified without the r 4 ,, L : c
exposed soils shall be scarified to a depth of 6" and then compacted approval of the Engineering Inspector. +
3 Pr „t eaa anal •,' R
to a minimum of 90 percent. It shall be the Contractors responsibility By. Date 5 97
to place, spread, water and compact the fill in strict accordance with 4. The Contractor shall restore all erosion control
devies to working BRIAN DONALD RCE 26175
the Specifications. 5 order to the satisfaction of the City Engineer after each run -off producing License Expires
3/31/98
rainfall.
4. Cut and Fill Slopes shall be cut and trimmed to finish grade to produce aaneer's Certificate
smooth surfaces and uniform cross sections. The slopes of excavations nLawu Utilities Note: 5. The Contractor shall install additional
erosion control measures as may Soils En
and embankments shall be shaped, planted and trimmed as directed by be required by the City Engineer due to an incomplete grading
operation
the Engineer of Work and left in a neat and orderly condition. All stones, N The existing ater meter shown on this Ian was field located.
y I Eric Open a R Geotecnicd n the State of Cdifarn'
9 P or unforseen circumstances which ma arise. � � �� 14 --- - - - - --
--------------------------
roots and other waste matter exposed or excavation or embankment a The exact location of the water service piping is not known.
----- - - - - -, certify that a sampling and study of the sails conditions prevalent within this site was made by
slopes which are liable to become loosened shall be removed and disposed ' �� It is assumed that the water service piping will need
to be 6. The Contractor shall be responsible and shall take necessary precautions me or under my direction between the dates of March 1, 1997 and March
31, 1997. One complete copy of the
of. The toe and top of all slopes shall be rounded in accordance with s replaced due to the lowering of grade in the rear yard and
to prevent public trespass onto areas when impounded waters create a Soils Report compiled from this study, together with my recommendations, has been submitted
to the Office of the
the Grading Ordinance. 4 hazardous condition.
the construction of new retaining walls. The site survey does City Engineer. Futhermore, I have reviewed these
Grading Plans and certify that the recommendations inducted in
5• All trees, brush, grass, and other objectionable material shall be collected, not indicate the location of the existing sewer lateral.
These 7. All erosion control measures provided per the approved Grading Plan shall the Soils Report for this project have been incorporated in the
Grading Plans and Specifications. - +,
rCSc
piled or otherwise disposed of off the site by the Contractor so as to -o locations will be discovered at the time that demolition of the
be incorporated hereon. O QEO •C_\.,�
leave the areas that have been cleared with a neat and finished appearance existing house is done. The Gradi Contractor shall take al l
free from unsightly debris. Approval of location of debris fill shall be c 9 9 8. Graded areas around the project
perimeter must drain away from the
secured from the Soils Engineer and City Engineer prior to the disposal necessary precautions to preserve the integrity of the Water
face of slope at the conclusion of each work day. C G
of any such material. W and Sewer Laterals within the Public Roadway Right-of-Way. Signed: 6�L{�V ;,7
U No. 221D `.
g 9. All removable protective devices shown shall be in place at the end of ERIK OLSEN GE 2218 Date
* Exp. 3I c o a
each working day when the five (5) day rain probability forecast exceeds
ti License Expires 03/31/00
Landseam Notes forty percent (40 %). Silt and other debris shall be removed after each �F Cis
Of CAUL
1. All slopes shall be planted and irrigated DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT rainfall. igoted in accordance
with plans approved by the City Engineer. Leal D escripti on
Plans shall conform to the City of Encinitas Grading Ordinance and all adopted Landscape and IIEM m'. II VEED BY: 10. Should germination
of hydroseeded slopes fail to provide effective coverage . .
SAN ELIJO LAEOON of a raded slo es 90% covero rior to November 15, the slo es shall Lots 47 and 48
in Block E , Map No. 1334.
Irrigation Standards. 9 P ( 9) P P
be stabilized with punched straw installed in accordance with Section
Vicinity M AP �
� � W%Ac .5 18191 C1 �f? of the Erosion Sediment Control Handbook of the State of Califomia APN 260- 411 -01
2. Finish Grading and Planting shall be accoml'Ished on all dopes prior to October 1 or immediately 1 1 d -� 1 � o
ent of Conservation.
u completion of an d gr between October 1 and i 15. No S cale Dote
Pan P Y 9r VALID FOR Two YEARS BRIAN
aD c
ULMM IiEVISI0N5 APPROVED DAIE RITOi0M DALE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT l=
APPROVALS CITY OF 901TAS ENQNEERING DEPARTMENT DRAINING NO. 3
7V Ili 04%A61 3 • 7 Invert Elevation of Sewer Manhole located at the K*IED er. PLANS PREPARED UNDER SUPERVISION OF �''• Professional
; !ACOMMENDED APPR
in C
intersection of Liverpool Drive and Cambridge Avenue - - Grading Plan for
HOKW&
=1� "�,.: t° 1343 -G
per Topographic Plat prepared by Sowards and Brown /�,,,, �F a��..• BY. ar E Abramson Beck Residence
Engineering, Inc dated 11/25/96. DAX 5 o p�1 405 Liverpool Drive, Cardiff
Ebra Oml: 164.07 Datum: MSL N / A Dote BRIAN DONALD, RCE 26175 DAIS F- 24 ' ! 7 DAh I - 2(p - (r
�
License Expires 3/31/98 wOPoC pitaECT (Lot 47 do 48, Block E, l[ap No. 1394) SHEET 1 OF
1
RESOURCE DUMPIM CORPORATION JN97 -011 B