1994-3858 G (Plans) 4
SOILS ENG {NEER S CER11 FICATE LEGEND WORK TO
BE DONE
a gamed
I ' e4 a registered civil ��I,� y wtv (2 :' ;� c� "
engineer in the State of California, principally doing 1. All work shall be done in accordance
with these 2. The contractor shall properly grade all excavated C7
\ plans, the standard specifications for public works surfaces to provide positive drainage and
prevent
business in the field of applied soil mechanics, RAVE !�k C construction, the design construction standards
of ponding of water. He shall control surface water Q I
REV1C_W Eta a sampling and study of the soil conditions ` C the City of Encinitas and the San
Diego area and avoid damage to adjoining properties or to `1
prevalent within this site MADE oY PIZOMRTY DEVELOPMENT ��T� �I� �N� h II
a ," F regional standard drawings. Any changes or finished work or. the site and shall
take remedial G
ENG(hIEERSINC.between the dates �i 14 -°II and x- �i revisions therefrom shall be approved by the City measures
to prevent erosion of freshly graded areas
One complete copy of the soils report compiled from this � Engineer prior to any request for inspection.
until such time as permanent drainage and erosion
study, with recommendations, has been submitted to the �� �-�l � �,a control measures have been installed.
office of the City Engineer. Furthermore, I have reviewed 2. The soils report titled PiPEL /A/SO /LSiPPTODTE03
/S-p /$Y
these grading plans and certify that the recommendations --�- j�
PA MEiPli'
- p roject have been � .®EK � .t/L/P S, � [ETTERFiPo. Nit/. CO! /wT1�!o.N.o.4cT /o•�/0.4TE01219¢ 3. All areas
to be filled shall be prepared to be
included in the soils report for this �
P P N 'r j S"ZareaW5 /�ODSA of this grading plan. All filled and fill shall be placed
in with
incorporated in the grading plans and specs ons.
1 [ grading shall be done in accordance with the standard specifications. All vegetable
matter and
- 40� ,, C1 4 �' t '�IL�"r,Z) recommendations and specifications contained in objectionable material shall
be removed by the
SIGNED: contractor from the surface upon which the fill is
�bGE/ G said report. P
'I to be placed. Loose fill and alluvial soils shall
RCE NO.: �- e . e,# NC4 NS hJ q- �/G,• IfJ ��t3RvOICS" 1 -= 3. Approval of this plan does not constitute
approval be removed to suitable firm natural ground. The
.40 ca _; (UNL� �� 1� - 1212 of sizes, location and type of drainage facilities, exposed soils shall
be scarified to a depth of 6
EXP. DATE: 3 3 �-"� No:39 nor of improvements within street right -of- -ways. and then compacted
to minimum of 90 percent. It
Exp T Separate approvals and permits for these shall be shall be the contractor's responsibility
to lace,
!` t20G1L required in conjunction with improvement plans. spread, water and compact the fill in
strict
1211 -12A1: Pt�W 12
a'� accordance with specifications.
'xfl 4. Written permission shall be obtained fm an
*fir P y off
4 Cut and fill slopes s
��� site grading. a p hall be c ut and trimmed to
finish grade to produce smooth surfaces and uniform
5. Contractor shall take any necessary precautions cross sections. The slopes of excavations
and
required to protect adjacent properties during embankments shall be shaped, planted and trimmed
as
grading operations. Anything damaged o r destroyed directed by the engineer of work and left in a neat
DE MON OF RESPOSIBLE CHARGE s hall be replaced or repaired to condition existing and orderly condition. All stones,
roots and other
prior to grading. waste matter exposed or excavation or embankment
slopes which are liable to become loosened shall be
:r. P4 1HE SA60 . Or- 4F-r- � VICINTM MAP 6. The developer shall be responsible that any removed
and disposed of. The toe and top of all
"f 1,1 monument or bench mark which is disturbed or slopes shall be rounded in
accordance with the
N
destroyed shall be re- established and replaced by a Grading Ordinance. j
�J5,07 ed IN� I i`�' T' �• �'� - �S'� ' �L registered civil engineer or a licensed land
�� ��.� surveyor. 5. All trees, brush, grass, and other objectionable I„
? �����, � G6•�•!� material shall be collected, piled or otherwise ;
C � 5� r WITH � T Z. U� ���� 7.. The contractor shall design, construct and maintain disposed of off the
site by the contractor so as to {
T4dT" L •Lii ¢�� � t� I � all safety devices, including shoring, and shall be leave the areas that have been cleared
with a neat
GI N N I �I -'� H responsible for conforming to all loca , state and and finished appearance free from unsightly
debris.
I IS r E�" I L federal safety nd health standards, laws and Approval of location
of debris fill shall be
nom► 944! F '4
i regulations.
°� M'( y secured from the soils engineer and City Engineer
N �LC HOLLOW f2O prior to the disposal of any such material.
�� elWT1 8. Grading and equipment operating within one -half
° �^,' IMO I ii Nall (1/2) mile of a structure for human occupancy shall
. N"�d►
not be conducted between the hours of 5:30 p.m. and
�.� �.,' �� �-,, 7:30 a.m. nor on Saturdays, Sundays and City
29375 ��� recognized holidays.
r
7 , X ,0
94 No grading operations shall commence until a
11. pregrading meeting has been held onsite with the
tV� following people present: City Inspector, Civil
Engineer, Soils Engineer, Grading - Contractor and.
"
Permittee. The pregrade meeting shall be scheduled
EGINEER S NOTES .SI I E; ADDRESS
with the City at least 48 hours in advance.
(5EE NOTE-9 10 4 11 e LOW Lti
i U. 'rH NT1'� �IMA'f� UT�'�� ��� IaN►� �/ 114- C 04 5�I N I . Be notificatior�s E erosion oontrd
r� 1. The existence and location of underground utility
1. In case emergency work is required, contact
I� Cpl 'rIN obtained
n by a r search s of available t records . Towthe I V at (phone no.) .
best of our knowledge there are no existing 2•
Equipment and workers for emergency work shall be d .
utilities except as shown on these plans, however: made available at all times during the
rainy
r The contractor is required to take due season. All necessary materials shall be
1 C�%_ 7 AL stockpiled on site at convenient locations to
L.� �. precautionary measures to protect any existing facilitate rapid construction of temporary
devices
utilities or structures located at the work
2 �( site. It is the contractor's responsibility to
�: contact the following owners of said utilities when rain is eminent.
_� I'r ' �''1`II
,� 3. Devices shown on plans shall not be moved or
C• 4 IN d� � y,, c eto �.,, verification and location structures prior to any c�:c of utiliti e s
s for and modified without the approval of the Engineering
� liti Inspector.
v notification of commencement of work.
v �'I� , �� •�" 2 - 4. The Contractor shall restore all erosion control N
/�,��/�� I a. Sewers C. W. ('019 -75 - 3 0155 devices to working :order to the satisfaction of the
G`
OWNER S CERTIFICATE Ci.ty Engineer alter each run -of f producing v Q
O b... Gas & Electric - 5,L'�.f�r�. rainfall.
�H � H Y�� !
� ��� IF�fi �!�I� �N�-"' c. Water - O.M ��,�• Gv 11 _ 1 5 1 5 - 6 1 0 4 6.6p 5. The Contractor shall
install additional erosion W
-
�, �� � I-' I � � ��� ��,�. � L
�'"a' �1 n �� j , I� �� control measures as may be required by the City
� EPIo'1�# G�'�} d. Telep hone - 6� 33 Engineer p o sneer due to uncompleted gradin
o or
Q
32rJ GOB � A�/�
La 1 unforeseen circumstances which may arise. 1 -
ee�to � e . Cable TV - �
�� 6. The contractor shall be responsible and shall take O o Q
* / p
2. Contractor shall notify the City Engineer s office
., �S1
� 200�J' 98 hours prior to beginning any work on this necessary preca +,...,
utions prevent public trespass V WOW e • 619 C;33 - 70 onto
areas wher, impounded waters create a hazardous _J Q
r', ENGINEER OF project. Pho ( ) 7 condition. .� W V
`�` ��p c 3. The contractor shall give 24 hours notice on calls 7 . All erosion control
measures provided per the �( Z
IPM < Y ' I for inspection. Phone : ( 619) C33- 2770 All work
LAl2�'t" rlI�I5�12l1�.�G CO Mi��.t.11� �G. per.fozmed without benefit of inspection will be approved
grading plan shall be incorporated hereon. � 4I
ell �,Fe �
" i 5 5708 CAL+ ZA5>A 175E a OSQUF subject, to rejection and removal. 8. Graded areas around the
project perimeter must --�
9661, WANe -Ho 5A WTA FO GA. 92o�7 C g racy drain away from the face of slope at the conclusion
, X10
$• I' 'f�L. (G11) 756 95 of each work day.
1. 9 • All removable protective devices shown shall be in
Z
All grading shall be inspected and tested by a V a
WORK TO BE DONE J � QU,p�NTIIiIES soils engineer or under his 3irection. X�
. *3
place at the end of each working day when the five 0
qualified •�
GENERAL CONTINUED E A.L He shall inspect and test the excavation placement (5) day rain probability
forecast exceeds forty
c and compaction of fills and back and J
lO• PRIOR TO ffAUL /NG D /RT OR CONSTRUCTION MATERIALS TO ANY " - ° °°'" iJ �T 4 (�`I' �'. �% compaction of trenches. He shall
submit soils percent (40`k) . Silt and other debris shall be Q �, W
PROPOSED COA/STRUCT /ON S /TE 14//7/-//A TI-11S P ?O�TE"CT �'�EOE(/ELOPER ��� 4,3 a2 G ,.,/ HHW reports as required and will
determine the removed after each rainfall. 11t:1-
SHALL S(JBM TO AAVD RECEIVE AP PI:FOVAL FROM T C17Y E�tIG/NEE4 IM � 1 � �� � �� suitability of any fill material. Upon completion
10. Should germination of hydroseeded slopes fail to
FOR THE PROPOSED YAUL ROUTE. 71-IC E DE/ELOPEI? SAIALL COMPLY' W /TIV K"rJ T O � �o of grading operations he
shall state that W
S inspections and tests were made by him or under his provide effective coverage 5 graded slopes
(9
,4LL COAlD1T /DNS AND REQU /REMENTS Tf/E C�Tr ENG /NEERMAYIMPO
1 supervision and that in his opinion, all coverage) prior to November 15, the slopes shall
be
W /Tf1 R8 aA,20S To 7 I-me -le- � o OR6,?A710AI /�j� M� ��2' �G�LG(,I'r �Q,� '� � -, embankments and excavations were
constructed in stabilized with punched straw 17s in Q
� accordance with Section 35.023 of the Err osio osin n and
1 a
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I. UPOA/ FI/VAL COMPLETION OF Tf/E N/ ORIK UNDER TI/E GRADIA/ PERMIT BUT � ,dx ,1✓+ °° N a. accordance with the approved grading
plans and that Sediment Control Handbook of the State of
PR IOR TO F/AI,IL GRADIA APPROVAL AND /OR FINAL RELEASEOFSECUR/TY � �r: all embankments and excavations are acceptable for Californi
a Department of Conservation.
AtV AS - C/?ADED CERT /F /CAT /OA/ S�S/.4LC BEP�OI/ /DED STA T /�t/G "TE/E their intended use. Cf�
CRA011VO UNDER PERMIT A10. 3858 G HAS .BEEN PERFORA�IED IN SUES- � ,�'�� '1� ril�'� / /!, /00 (�1�� x -
TAAlrIAL COA/FORM.4NCE" WIrW THE APPROI/ED G/?AD/A/G P6.4A! OR A5 _L ' S t rZ 4 7.3 '' . t 0
(n 7
t
SN N OWIV O TWE AT TAC AS- GeA060 PI TA
7WIS STEMEAIr SMALL Avg" 6 � d L4 � /_ /!o /OD _ �� � ��� � � �� `�'� w Lt)
BE FOLLOWED BY THE DATE ARID SIGA/ATURE OF TiVE C /1/!L EA/G /A/EEiP � � � �� ��G' 43Z5• � �f�IV ;�w3�
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WI-10 CE/?T /Ft�ES SUCH GR.401�t/Ci OPE,eA7_10A/. Cr Z
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REVISIONS APPROVED DATE REFERENCES -DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT J.A. , APPROVALS C1ZY O� ENCINMAS
ENGINEERING DEPARTMENT DRAWING N0. 1.�� Q CL
�-
``AS - ,BUILT l I-17_93 1 : �'(`r PLANS' PREPARED U ' ER SUPERVISION OF !'ECOMMENDED AP OV D A GRADING PLAN
FOR:
r . e.
.N HORIZONTAL DA's E BYc B Y Cohen Residence 385
h�; AtIZ A L T��F �� 31 q4 R.C.E. NO.: 29 375
L -
VERTICA ENGINEER DATE: " DATE:
13y DATE EXP. 3- WORK PROJECT NO. I OF 2
iL�✓ %. 3 ��'TU �f�..�N�la JAMES A. LARET SHEET
J N - 451
40 i°iP /Y.�lrE�0.40 E.4S'E�lE.vT
24 46 "VEo N/ /OTfl 4
P M. 13286
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FILL NOTES:- - -- - - -.__ - - - - -- • - - - - --
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G� :. �, . a . • :. • . ;:. Vs - �p FILL5 TO BE KEYED AND BENCHED AS SHORN IN ?0 EXISTING
GROUND WHERE THE EXISTING SLOPES ARE STEEPER THAN 6
- HORIZONTAL TO 1 VER ?ICAL
14 - TOE''t7.ITG1 ;,.,; 1 I '� �-. e ' <.: C Coq I Z,rjll 2. FINISHED FILL SLOPE INCLINATION TO
BE NO STEEPER THAN
h i7ET,►"�L. . �/ ' ..' 7 r \ (`h • _ gN /Y 2 HORIZONTAL TO 1 VERTICAL.
:.
PAO .�- CS AW TO 09WM 90
2 (/� 7(0 COMPACTED FILL
i
- � 2 MAX ('ARIES) �
IT- 1 ,rat c 01,>rt� -
_ - _ . -.: - t5XI /� we;k PI� I r IG ` L� ON� r ZONE OF •LOOSfi #
pEt2M T �, V, .. �— 3 FEET MIN. \� SURFACE SOIL
t p ' t " •.. � WN 4a e� N HORIZON E
r' h) ' .r � s rO,� 0. NO • ��• I� TAL BENCH S EXISTING L
FIRM GROUND GROUND SURFACE
Q 1 P , _ .
- - It /• �' 08.00. / i , ,•,. ,.. ..v. f.1�TE'. CLO'i1 -j_ ... AOSOILS_b BY TOE KEY 2'
A {
4 EARTHEN KEY TO BE DfiTERMINE (NOT LESS THAN 10')� N. INTO FIRM
/ , ., -
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SANDBAG PLACEMENT DETAI
TOE DITCH DETAIL,
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A.P N . 264-220-48 L
A.PN. 264-220
1
4 EROSION CONTROL PLAN Q
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No. 2
JA /ICI . . 29375 Y , W (I7
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK S ALE ° DC��MUNfTY DEVELOPMENT
DE
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ADD 6 "P ✓. C. DAAI v. r =� f 711 - t��1' t2T`I' �I�-
.r,a,�.• AP'PROVALS CITY CDF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. W <
2 RELOCATE 4 '-a C .0&A 1 A 1 . SUPERVISION NDED A GRADING PLAN 0616W COA17iP0
, PLANS PREPARED UNDER SUPERVION OF RECD Ap VE . f E/PL. pZ,4A/ FOyP:
�s- � ��,n � /� ,•
3 ADD ROCK RIP- ?AP ��.(- HORIZONTAI _1 " �r _ DATE c l ,
BY- BY:
let
4 ``AS- f3U1LT " -g Cohen Res 8 - G
Wro,`�M I� VERTICAL. �`� R.C.E. NO.: 2975
�TU MUM� BY DATE ENGINEER DATE: DATE:
JAMES A. LARET EXP. 3- 31 -95 WORK PROJECT No,
SHEET 2 OF 2
JN- 451