1997-5010 G (Plans) General Note
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1. All work shall be done in accordance with the he Standard � �'� dUTI.��T
se plans, t d rd for Public
Works Construction, the Design and Construction Standards of the City of Encinitas, and the
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San Diego Area Regional Standard Drawings. An change or revisions therefrom shall be �
approved by the City Engineer prior to any request for inspection, 2 � G ll)�>� G V'1' y � � (� � � � ��o � ,� �I � � -
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2. The Soils Report entitled "Updated Geotechnical Report, Brookside Residential Subdivision, _ _ _ _ Item R
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( Symbol Quantity
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TM 4376 -1, Olivenhain Area, San Diego, California" dated 10/24/88, with updated letter dated 4 p 49 'a I - - - U
2/20/97 prepared by Southern California Soil & Testing, inc. shall be considered as a part of _
1 T1 LITr ' E7`�Eh"`C �I`��` Project Boundary -.. N
this grading plan. All grading shall be done in accordance with the recommendations and ( �
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specifications contained in this report. � _ � - � G � Fill Areas w
3. Approval of this plan does not constitute approval of sizes, location and type of drainages \a o` _ �� G JT �� M F'�-
Existing Elevation
facilities, nor of improvements within street right -of -ways. Separate approvals and permits for O y e (y
these shall be required in conjunction with improvement plans. a �r',' Proposed Finished Elevation
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4. Written permission shall be obtained for any off -site grading. {� f'" I "I`I Existing Contour-
,�, I � Proposed Finished Contours
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5. The Contractor shall take any necessary precautions required to protect adjacent properties � U' � � \ � ' m , ` }?
during grading operations. Anything damaged or destroyed shall be replaced or repaired to
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the condition existing prior to grading. v � •
Daylight
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Fill Slopes
6. The developer shall be responsible that an monument or benchmark which is disturbed or o
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destroyed shall be re- established and replaced by a Registered Civil Engineer or a Licensed Q �� i ; - 7T �I 1,,1..1 5 t,o
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Land Surveyor. \ i I. 0 5 M � f� tom - I"I. k1T Cut Slopes
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7. The Contractor shall design, construct and maintain all safety devices, including shoring, and NO SCALE �� T� ' i Swales
& Flow Direction •.___
shall be responsible for conf orming
p ormmg to all local, State and Federal safety and health standards,
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�X I� d f Earth Berm - -
. laws and regulations. . J � �.
= ` PCC Brow Ditch Std. D -75
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8. Grading and equipment operating within one - half (112) mile of a structure for human 6N1 p�,e 4 - i 1 e�T o >Q _
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occupancy shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on 1 0�' - , ; (� Lf1`
Saturdays, Sundays and G recognized holidays. o ! c I ' • Precast PCC Grate Inlet Quikset DB1212
Y Y City 9 Y �TE�' � s6 l l L Z i -_ _ CZ)p
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9. No grading operations shall commence until a pre - grading meeting has been held onsite with � 233�j ' I ' ( Storm Drain
Pipe (6 ") JM SDR 35 =_= = =- 4;P L.
the following people present: City Inspector, Civil Engineer, Soils Engineer, Grading ,
Contractor and Permitee. The pre - grading meeting shall be scheduled with the City at least � a J 6 ���G r :�-- �
� \ "'ril Masonry Retaining Wail Std. bwg. C -1 10
48 hours in advance .,� \ 11 -, f
e by calling (619) 633 - 2770. t�f�l 2
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` PJ ' Erosion Control Sandbags c r+t
10. Prior to hauling dirt or construction materials to any proposed construction site within this
project, the Developer shall submit to and receive approval from the City Engineer for the � ,., _:_
proposed haul route. The Developer shall comply with all conditions and requirements the P vl I
City Engineer may impose with regards to the hauling operation. L.. a 7 -
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11. Upon final completion of the work under this grading permit, but prior to final grading O ( I / C�`P °� '-2 T
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approval and /or final release of security, an as- graded certification shall be provided stating: ••
The grading performed under Permit No. :56 to - Ca has been pe in substantial oWr ' S Certificat
conformance with the approved grading plan or as shown on the attached As- Graded Plan ". t
E�T `� 1 hereby certify that a Registered Soils Engineer or Geologist has been retained to supervise all grading
This statement shat! be followed by the date and signature of the Civil Engineer who / � � �_ � � l • �� E� \
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certifies such grading operation. / I % LO'T (Cj XI I I -� 49 T C f` activity - I - v(8Ti SIG BL.a�r�
1 activity and advise on the compaction and stability of the site.
I TE PL
BY: Date: !8
! G A N PAT iMMIIdS
Owner /Builder
- 3303 Calle Del Sur
Carlsbad, CA 92009
(619)944 -9858
Grading Notes Erosion Control Notes Landscaping Notes _ Declaration of Re po 3 M
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1. All grading shall be observed and tested b a qualified Soils Engineer or under his /her 1. In the event emergency work is required, contact Pat Timmins, 619
( ) 944 -9858. 1. All slopes shall be canted and irrigated in accordance with plans approved b the City I hereby declare
that I am the Engineer of W k for this project, that 1 have exercised responsible
g g Y q g Engineer. Plans shall conform to the City of Encinitas Grading Ordinance and all adopted char e direction.
He /She shall observe and test the excavation, placement and compaction of fills g over the design of this project as defin ad in Section
6703 of the Business and Professions
and backfills, and compaction of trenches. He /She shall submit soils reports as required 2. Equipment and workers for emergency work shall be made available at
all times during Landsca a and Irri ation Standards.
P P q g p 9 Code, and that the design is consistent with current standards.
and will determine the suitability of any fill material. Upon completion of grading the rain season (October 1 to April 15). All necessary materials shall be
stockpiled on site
operations he /she shall state that observations were made by him /her or under his /her by October 1, at convenient locations to facilitate rapid construction of temporary
devices 2. Finish grading and planting shall be accomplished on all slopes prior to October 1, or I understand that the check of the roject drawings an
p g d specifications by the City of Encinitas is
supervision, and that in his /her opinion all embankments and excavations were constructed in when rain #all is imminent. immediately upon completion
of any slopes graded between October 1 and April 15. confined to a review only, and does not relieve me, as Engineer of Work, of my responsibilities for
accordance with the approved grading plans, and that all embankments and excavations are °-
3. Devices shown on - project design.
acceptable for their intended use. plans shall not be moved or modified without the approval of the _-___ -_ _______ _.___
_ --- - _ _
Engineering inspector. Legal DeSCrIgtlOn RICKVANDERVORT + ARCHITECT
2. The Contractor shall properly grade all excavated surfaces to provide positive drainage and 3063 Rancho Del Verde Placed
ARC
satisfaction of the
and prevent ponding of water. He /She shall control surface water and avoid damage to 4. The Contractor shall restore all erosion control devices to 'working condition,'
to the E �''�'
City En producing of City s ndido, CA 92025 v,+ta
adjoining properties or to finished work on the site and shall take remedial measures to tY g ineer after each run -off p ducing rainfall, Lot 14
Brookside Residential Subdivision y of Encinitas Tract No. 4376, in fihe co � .
City of Encinitas, County of San Diego, State of California, according to the Map thereof (760) 745 -7729 (h)
prevent erosion of freshly graded areas antil such time as permanent drainage and erosion ' No. 12338, filed in the Office of the Count Recorder
of San Die o Count ,March 16 1989. (619) 234 -2900 (w) * � �,_����, -�
control measures have been installed, 5. The Contractor shall install additional erosion control measures as may be required by Y g Y
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the City Engineer due to an incomplete grading operation or unforeseen circumstances g Y 7
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3. All areas to be filled shall be prepared to be filled and fill shall be laced in accordance with which may arise. APN 265 - 251 - 13 - 00
c% Date: ` � 0A
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Standard Specifications. All vegetable matter and objectionable material shall be removed RICK VANDERVORT, Architect C -2202
OF
3256 Brookside Lane License Expiration 12/31/98
by the Contractor from the surface upon which the fill is to be placed. Loose fill and 6. The Contractor shall be responsible and shall take necessary precautions
to prevent
alluvial soils shall be removed to suitable firm natural ground. The exposed soils shall be public trespass onto areas when impounded waters create a hazardous
condition. Olivenhain, California 92024
scarified to a depth of 6" and then compacted to a minimum of 90 percent. It shall be the
Contractor's responsibility to place, spread, water and compact the fill in strict accordance with 7. All erosion control measures provided per the approved Grading
Plan shall be - Soils 'Engin Certif icate
the Specifications. incorporated hereon. Scope of work 1, Charles H. Christian, a Registered Civil Engi eer in the State
of California principally doing business
in the field of Applied
certi P P Y g b u
4. Cut and fill slopes shall be cut and trimmed to finish grade to produce smooth surfaces and 8. Graded areas around the project perimeter must drain away from the
face of slope _ PP � Soils Mechanics, fy that a sampling and study of the soils conditions
uniform cross sections. The slopes of excavations and embankments shall be shaped, planted at the conclusion of each work day. The grading consists
of the followin Sco a of Work accordin to the lans, the current Ci prevalent within this site was made by me or under m direction between the dates of January 31,
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Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard 1997 and March 31, 1997. One
complete co 'd to the Office of the City y of the Soils Report compiled from this study, together Lan and trimmed as directed by the Engineer of Work, and left in a neat and orderly
condition. Drawings, and the Standard Specifications for Public Works Construction. with my recommendations, has been submitt En
All stones, roots and other waste matter which are exposed, or excavation or embankment 9. All removable protective devices shown shall be in place at the end of each
working ty En gineer, er. Furthermore, !have
slopes which are liable to become loosened shall be removed and disposed of. The toe and day when the five (5) day rain probability forecast exceeds forty percent
(40 %). Silt and reviewed these Grading Plans and certify that he recommendations included in the Soils Report for
Grading shall consist of the construction of all cuts and fills shown on these plans and as outlined in this project have been incorporated
in the Grading Plans and Specifications. ®fE
top of all slopes shall be rounded in accordance with the Grading Ordinance. other debris shall be removed after each rainfall. the earthwork specifications.
All grading details shall be in accordance with the City
10. Should germination of h droseeded slopes fail to Ordinance. tY o Encinitas
5. All trees, brush, grass and other objectionable material shall be collected, piled or 9 Y p provide effective coverage of graded Grading
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otherwise disposed of off the site by the Contractor so as to leave the areas that have been slopes (90% coverage) prior to November 15, the slopes shall be stabilized
with punched Signed. �� 1719 ,.oc 2,s
cleared with a neat and finished appearance free from unsightly debris. Approval of the straw, installed in accordance with Section 35.023 of Erosion Sediment Control
Handbook
Charles H. Christian, RGE 00215 Date �"p %40-97 �, o
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of the State of California Department of Conservation. - ., __ `' A �.� N
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location of debris fill shall be secured from the Soils Engineer and City Engineer prior to the P __s -
disposal of any such material Earthwork .,,..
Cut: 1,200 cubic yards
Environmenta Da
Fill: 1,200 cubic yards Import: none ►-
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Steepest Existing Natural Slope: 42% Average Cut: 3 ' - 0 "
Maximum Vertical Cut: 2 ' - 0 " Average Fill: 31
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Maximum Vertical Fill: 8 1 - 0 "
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.DATE REFERENCES DATE BENCH MARK DEPARTMENT
SCALE COMMUNITY - .._
REVISIONS :APPROVED DEVELOPMENT - _ EN INf
_ _- _ . G ER of �IIORK ;.: APPROVALS ._
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�, �- C OF ENClNITAS
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�'� � ,� �'CtZ. ,l • ����_- 1Z lZ� Descri OC- 0073 square - _ ._ ...._.... _ _. - . _._ _ ____ -_- ___..___
�_ _:__� -�._ _____ EN DRAWING N
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q op of headwall marked GINEERING DEPARTMENT
with el � ...__ .- - _ P _ _..._...__ _ _ _ � .. _ __ __ - _ __ _ -- -_ .... _
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TANS PREPARED BY: RECOMMENDED APPROVED Grading Plan FOr:
steel F.N. past. Location: SW . corner . intersection El Camino ` . " � � - - --
De! Norte &Rancho Santa Fe Rd 23 ft west Rancho Santa Fe Rd
HORIZONTAL 1" -= 21' - ®" . - - - - -- - -
& 60 ft. south of El Camino Del Norte east. Record from: County / By: �� By: 1
g (/G qua E�.� - ' < Date 4' l �i - 5 0 1 0 LU
of San Diego.
VERTICAL _Y� __ /A B : C � G�� V T Residence
' CITY EN iNEER-
�. Y RICK VANDERVORT, Architect C -22Q21 � � �_�
Date: y 2.� �/ Date: 7 - -
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Date License Ex iration 12/31/98 - _ �
Elevation: 119.46 Daturn: U.S.C. & G.S. p WORK PROJECT NO. Lot 1 4 , Brookside Lane Subdivision MAP
123 8 SHEET 1 OF
Rick Vandervort + Architect 30G3 Rancho Del Verde Place, Escondido, CA 92025 i