2000-6402 G (Plans) GENERAL NOTE5 5AN DIEGUITO WATER P15TRICT NOTES GRADING ALAN NOTIFICATION5 WORK TO BE DONE 1. All work shall be done in
accordance with these plans, the Standard Specifications for Public 1. Review of this plan by San Dieguito Water District does not constitute a representation 1.
The existence and location of underground utility pipes and structures shown on these plans The Grading consists of the following Work to be Done according to the plans, the
Works Construction,the Design and Construction Standards of the City of Encinitas,and the as to the accuracy of,the location of, or the existence or non-existence of, an
underground were obtained by a search of available records. To the best of our knowledge there are no current City of Encinitas Engineering Department Standard
Specifications, the San Diego
San Diego Area Regional Standard Drawings. Any changes or revisions therefrom shall be approved utility, pipe or structure within the limits of this prpiect. LEGAL
DErJ' CRIPTION existing utilities except as shown on these plans, however: Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction
by the City Engineer prior to any request for inspection.
APN 259-130-37 Grading shall consist of the construction of all cuts and fills shown on these plans and
2. All existing facilities which may effect final design, i.e., line crossings, line paralleling, or The contractor is required to take due precautionary
measures to protect any existing utilities outlined in the earthwork specifications. All radin details shall be in accordance with
2• The Soils Report entitled "PRELIMINARY GEOTECHNICAL INVESTIGATION; Proposed Residence proposed connection shall be field verifted. All existing or proposed utility
crossings within A Portion of the NorthWest Quarter of the NorthWest Quarter of the NorthWest or structures located at the work site. It is the contractor's responsibility
to contact the g g
Near End of Princehouse Lane, Encinitas, California APN 259-130-37 " prepared b Vine& 10 feet of proposed water mains shall be shown on the improvement plans. Electrical
and Quarter of Section 14, Township 13 South, Range 4 West, San Bernardino the City of Encinitas Grading Ordinance.
( ) P P Y J P I� P P following owners of said utilities or structures prior to any excavation, for verification and
Middleton Engineering, Inc. dated April 7, 2000 shall be considered as a part of this Grading sewer to cross under water mains unless given written permission by San Dieguito
Water District. Meridian, in the City of Encinitas, County of San Diego, State of California, location of utilities and notification of commencement of work:
Plan. All grading shall be done in accordance with the recommendations and specifications According to United States Government Survey approved April 19, 1881.
LEGEND ITEM REFERENCE SYMBOL QUANTITY
contained in this report. 3. Contractor and Owner are responsible to relocate and/or adjust to grade any existing water facility See Record of Survey Map No,
17019 recorded 06/08/01 and Boundary Line a. Septic System - County Health Dept (760) 736-3150
(fire hydrants, meters,valves,valve boxes,etc)which is affected by their project. All affected water facilities Agreement between adjacent property owners
contained therein. EXISTING ELEVATION
b. Gas&Electric- SDG&E (800)422-4133
3. Approval of this plan does not constitute approval of sizes, location and type of drainage facilities, must meet current San Dieguito Water District Standards. If
facilities do not meet standards,then they c. Water- San Dieguito Water District (760) 633-2709 ��
nor of improvements within street right-of-ways. Separate approvals and permits for these shall shall be upgraded to current standards at the Owner's expense. d,
Telephone- Pac Bell PROPOSED FINISHED ELEVATION
be wired in conjunction with improvement tans. P (800) 489-3441
conjunction P 4. Utilities to maintain 5 foot separation when paralleling water services. e, Cable TV- Daniels Cable Vision (760)
931-7000 EXISTING CONTOUR - -I
4. Written permission shall be obtained for any off-site grading. SITE f. Underground Service Alert (800) 422-4133
2%
5. Minimum horizontal separation of 10 feet required between fire hydrants and San Diego Gas 2. Contractor shall notify the City Engineer's
Office 48 hours prior to beginning any work on this SWALES AND FLOW DIRECTION -° -
5. The Contractor shall take any necessary precautions required to protect adjacent properties during and Electric vaults. ��
J 9 project. Phone: (760) 633-2770 PROPOSED CUT SLOPES
grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition 6. All water services to be constructed clear of driveways and all other traveled
ways. Water Meters must be in "\�
existing prior to grading. front of the Parcel the are serving. �\\ 3. The Contractor shall give 24 hours notice on calls for
inspection, Phone: (760) 633-2770.
Y 9 PROPOSED FILL SLOPES
\\� All work performed without benefit of inspection will be subject to rejection and removal. 3
6. The developer shall be responsible that any monument or benchmark which is disturbed or \\ 9� PROPO D COMRACTED
FI I AREAS SOILS ENGINEER
destroyed shall be re-established and replaced by a Registered Civil Engineer or ENVIRONMENTAL DATA
� lik s
a Licensed Land Surveyor VAA� 'l'� ' 1 45
\AAA V 7 1. Steepest Existing Natural Slope On-Site = 67% KEYSTONE RETAINING WALL MANUFACTURER }690
5�FTC
7. The Contractor shall design, construct and maintain all safety devices, including shoring, and �� \\ \ 0 2. Maximum Vertical
Depth of Cut = 6 Feet ``�
\\ N AC PAVE T AND BASE SOILS ENGINEER 5 350 S FT
shall be responsible for conforming to all Local, State and Federal Safety and health standards, \ \ Q
\ \\ 3. Maximum Vertical Depth of Fill = 6 Feet
laws and regulations. 4. Average Depth of Cut = 1,000 C.Y. x 27/ 74,029 S.F. = 0.4 feet
\\ PCC PAVEMENT AND BASE SOILS ENGINEER � •�. • ° , '�•. 6,350 SQ FT
8. Grading and equipment operating within one half 1/2 mile of a structure for human occupancy \\\\ 5. Average Depth of Fill = 1,000
C.Y. x 27/ 74,029.F. = 0.4 feet °
9 eq P Pe 9 ( ) \\
shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays,Sundays \\\ ,, AC BERM STD DWG
G•5 300 L.F.
and City recognized holidays. 5EE 5HEET5 FOR E905ION CONTROL NOTES AND DETAIL5 GRASSY SWALE DETAIL,SHT3 1,100
S.F.
�I
9. No grading operations shall commence until a pre-grading meeting has been held on-site with the VICINITY MAP EARTHWORK
following people present: City Inspedpr,Civil Engineer, Soils Engineer, Grading Contractor and NO SCALE ;, \ ;\' INDICATES OPEN SPACE
EASEMENT FOR STEEP SLOPES
'`" f` '' EXCAVATION - 1000 CUBIC YARDS FILL - 1000 CUBIC YARDS
Permittee. The pre-grading meeting shall be scheduled with the City at least 48 hours in advance ,:.,;X, , GRANTED TO THE CITY OF ENCINITAS
PER , ,
by calling (760)633-2770 '`' DOCUMENT No. 24o4-1111932 RECORDED WdV.fZ3 200q� IMPORT/ EXPORT - 0 CUBIC YARDS
- 700 CUBIC YARDS EE DRIVEWAY SECTION NO SHEET
� ,; ,•; ,, : �, / � , I `I \\� • .. \,�.,.�,�.. , 1;, ; ,. ,- , ! I ,� � ` � -� � .�. ;/-4`/- , , '+`
` , EARTHWORK (S NOTE, S 3)
10. Prior to hauling dirt or construction materials to any proposed construction site within this project,
{ - �\ z, a� Exrs r� 2141 RCP: D, 1 n f/Iryl , ,, EARTHWORK UANTITY NOTE
the Developer shall submit to and receive approval from the City Engineer for the proposed haul ,- ` -- y ' - / JZ0* G..nhous.
Q
route. The Developer shall comp) with all conditions and requirements the CI Engineer may I: o x s xe \ d arJd\RI{Y' ra
/ li !/,, THE EARTHWORK QUANITITIES SHOWN ABOVE ARE CALCULATED FROM THE EXISTING GROUND CONTOURS ON THE
Y q City 9 Y Xis , ,, I> ,,,
impose with regards - ���r r 1 PROJECT SITE. THE ABOVE QUANTITIES DO NOT CONSIDER H
p0 eg to the hauling operation. _ Platf.NO. \ _G, m 1 Q S SHRINKAGE OR STRIPPING OF
SURFACE PLANT MATERIALS, IT
CONTOU 5\., •."\� _-_. ,,_.._.._ ., .r i/ ._- - , ,,, ARE APPRO%IMA1E `:, ` _- ...�
APPROXIMATE 1.-. s-_._.._ x _.._-.-_-_- .�Y i.,'. :. . \ �. II V : ,
//_ : . - / - � �' \` \` \ - t -s IS LIKELY THAT SOME SHRINKAGE WILL OCCUR AND THAT THE
ACTUAL QUANITITY OF IMPORTED EARTH REQUIRED TO
'y_�.�,,
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\ -. -� ,. � A•�» °_�-„�„M„�„(,� ,;., ,-' - :v TO BRING THE SITE TO THE FINISHED ELEVATIONS SHOWN ON THE GRADING PLAN WILL B
E MORE THAN INDICATED ABOVE,U po n final completion of thework under the grading permit, but prior
or to f final g r ad mg approval
and/or final release of security,an As-Graded certification shall be provided stating: "The grading
performed under Permit No. 6402 G has been performed in substantial conformance with the _________ 1, 1: '. / _ - -- - -=
iwee--- ---------- ---- -
approved Grading Plan or as shown on the attached As-Graded Plan'. This statement shall be -`/
� STATEMENT OF ENGINEER OF WORK
x .1 " ;, ` = � \ `-1 ---- The undersigned engineer agrees that the work performed by the engineer
shall
followed by the date and signature of the Civil Engineer who certifies such grading operation. , r , ',' ; r " p + s I I�
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• fi T • zei� il. \ x77Le ( \ r
n ��� � ` ' `��- �- -Y ,-� `. �, ( comply with the generally accepted standards and radices
of the engineer's
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x_V'2 trade or profession. The engineer further agrees that the work performed herein
GRADING NOTES
x778 ' Rad %, , x, ,r � shall be in accordance with the rules and regulations required by the City of
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1, All grading shall be observed and tested by a qualified Soils Engineer or under his/her direction. rz� ` _ - ±�� \ /r ,_
Encinitas. The engineer agrees that any plan check or review performed by the
He/She shall observe and test the excavation placement and compaction of fills and back fills k , Pte., - T 1 -H - - aM -
; ,r ; < i \. } City of Encinitas in its capacity as a public entity for the plans prepared by the
y x2M4 / _ _ ` J' engineer is not a determination b the City of Encinitas =f
and compaction of trenches. He/She shall submit soils reports as required and will determine 9 Y tY the technical
a,
\ - ' r , \
7\ �y.'I• sufficiency or adequacy of he Ions or design, and it therefore does not relieve
the suitability of any fill material. Upon completion of grading operations he/she shall state r 1.r t t ,. � \`�, 1� , /
t.: j ` Y q cY P 9 . o
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that observations and tests were made b him/her or under his/her supervision and that in - � � "'" � f �'- • k :' '� /, /
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ppr.. 4 ,- -,_� _ _s�5� , �.,, 1 t _-,� ., -. ,, ,.,, \ -_\ �- _ , , ` ,.. , �% _
,a_,., ,.t �:, � ; ,- i engineer of responsibility for the plans or design of improvements based r�
h - x177.5 : 1 \ „ . } I': ,)` , \.' }6.� q. r 'v ` t : r�.., . '["r)
- \ G y . ,,, t f / thereon. The engineer agrees to indemnify and hold harmless the City
of Encinitas
his/her opinion, all embankments and excavations were constructed in accordance with the I �, �. � � '�-'',� .�'/ ,�=: �� _,�' �1, � _
\ -., ,,_,v_1�\ \ - - , , r, g, „ � .,, '.<, ,�" , „�h < , ,rn �, 9 9 fY tY
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°` ` -" ` '� ;, and its officers, agents, and employees from property damage or bodily
approved grading plans and that all embankments and excavations are acceptable for their ,,,ry: i , �� � �, � .-_ � �, i .
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intended use. 'r ' f ij ~ x ! . \ ,',' `�t I !' injury arising solely from the negligent act, errors,
or omissions of the engineer
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` � ` PROPOSgD and his/her agents or employees acting within the course and scope of such
2. The Contractor shall properly rade all excavated surfaces to provide positive drainage and prevent
agency and employment and arising out of the work performed by the engineer. z
9 P Pce p -� g LJ
ondin of water. H She shall control surface water and avoid damage to adjoining properties r ___ ; v y O q�S / C , ,_,
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or to finished work on the site and shall take remedial measures to prevent erosion of fresh) N8 Ol i9 rW 04s s , x z >. f
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P Y e•> ; . r� -- ' 'y i „4 914 N. Coast Highway 101 Suite E _
,! r x s x zsai �T�t��� s,4 a \ � ..� ,x, %¢, _.. -;. .. .. , .'w. w
graded areas until such time as permanent drainage and erosion control measures have been r w_ ,, k,, , x y, -
g i < ,X ? d , . Encinitas, CA 92024 c ,r - Li -
installed. I / r' e8 ,
(760) 942-1106 Fax(760)942-2514 LU
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3. All areas to be filled shall be prepared to be filled and fill shall be placed m accordance with z --;`� % -- _._ _ \
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CD
PROPOSED' VEWAY,
the Standard Specifications. All vegetable matter and objectionable material shall be removed ° . <: = 1 <`.: , Civil
a i.,a�\_., _f �. ._.-_- :i - . . ..lam . , : .. ,. v.. `a I`. z3/1.6 , 1
7
the Contractor from the surface upon which the fill is to be laced. Loose fill and alluvial k _ r. `` -
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by p P _ {, �. . , .� .. ::.., ..... •*.. � � . .� � , . .,.� , \ \ -. , , , \
-� � _-. ., .. � B N DONALD RCE 261 r
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t/ •� - �. .' � _� ____-� - - o..:__ - . .. � �•, '�. y , rs '�`� ; • __ �', ., ; ,,
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soils shall be removed to suitable firm natural ground. The exposed soils shall be scarified to - --- -- - ;, _ r __z
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Expires 3/31/06
a de of 6 and then compacted to a minimum f percent. I shall the Contractors N$9 4 4 W 675;99.._ '
depth pa o 90 pe ce t t s a be a Cont acto s �..-, ._ �°-- -. ! �,3. - _ - -- - _-__-- __-__, - � , i,, � . _ .��<�
�\ _ _ �; - / ca
responsibility to lace spread,water and compact the fill m strict accordance with the Specifications n , , + , SOILS
ENGINEER 5 CERTIFICATE
Pco tY P P Pa pec r - ;. i i
I, Dennis Middleton, a Certified ified E n in ee rin
g Geologist in the State of California, and I, Mehdi Shariat,x
4, Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth surfaces ' �•, .: _- � Y \ '; \- , `
x 1 0
'J' L' X30 -'�.,- >� ,, ,�
i \ , \ x 9 Ls, „ a Registered Civil Engineer in the State of California, principally doing business in
the field of Appliced
and uniform cross sections. The slopes f excavations and embankments shall be shaped, \ r- _ 7- _ / t=:, \ `
P� P�, = r �t , , - , -�-''---�, \ ', ,� ��, �, s•,�\ 1-" �'�, � 1 t � ._, r ''J;, , I,
,,` � Iglil 9 4 � Soils Mechanics, hereby certify that a sampling and study of the soil conditions prevalent within this �
planted and trimmed as directed by the Engineer of Work and left in a neat and orderly __x -: , ! , r d-
• , r /. ,� i .,, e ti-. ,�_�• , � , , � � ,�. ,L � , , � �,_, `( ( ,/�
made by us, or under our direction between the dates of March 20, 2000 and April 7, 2000. T,
site was
condition. All stones, roots and other waste matter exposed or excavation or embankment slopes
One complete copy of the Soils Report compiled from this study with our recommendations, has been ,
which are liable to become loosened shall m n i f. The n f II ;
a be removed and disposed o e toe and top o a .., , k: :,, ,
\ u submitted to the Office of the City Engineer. Furthermore, we have reviewed these Grading Plans and
01
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ry ,' � ' II � .
slopes shall be rounded in accordance with the Grading Ordinance - ; - 1 \\ \_ �,V a ,;` certify that
the recommendations included in the Soils Report for this project have been incorporated
I -
N 29 D30 xs \ �• , \ f ,� i t p P J P v
\ \� . _- ' in the Gradin Plans and Specifications. ALSO See. v_s J�� r� r 4 dj°4
L0 -140-0 4.
5, All trees, brush,grass, and other objectionable material shall be collected. piled or otherwise - I % >: %` .\ \j 1
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VINJE&MIDDLETON ENGINEERING, INC.
disposed of off the site by the Contractor so as to leave the areas that have been cleared
(/
with a neat and finished appearance free from unsightly debris Approval of location of debris = r ? y. B \ ' Y \1 . I
?l ` r l , 2450 Vineyard Avenue, Suite 102
fill shall be secured from the Soils Engineer and City Engineer dor to the disposal of an w oonALD �' ' w
9 ty 9 P P Y m OWNER $ CERTIFICATE Escondido, CA 92029