1997-5004 G (Plans) to and receive approval from the City Engineer for the proposed howl
Landscaping Notes _ sener_al Notes _ _
Egrthiwork _
D`E LL �N � 1. AlI slopes shshall be planted and irrigated n accordance with ons roved b the Cit n
PI apP Y Y E 9in�• 1. All work shall be done in accordance with these plans, the Standard
wr: CUt: 3,700 C. Y. Flj1; 3.206 Plans shop conform to the City of Encinitas Grading Ordinance and all adopted
Landscape and Specifications for Public Works Construction, the Design and Construction
CA(•[E m Ai2GR SHi2 N kA G F 500 C. Y.
Irr ation Standards. Standards of the City Reg
�q � = ' i9 Y of Encinitas, and the Son Di g Area Re i g •
M , a rwa Standard Drawings. Any changes •or revisions therefrom shall be approved
EIKMNT�l7 OR
Owner Certificate z mish Grad ing and Planting shall be occornlisled on all slopes prior to October I or Immediately
ty the City Engineer prior to any request for inspection. Q
_ SOILS ENG NFFR • 8 Upon completion of any slopes groded between October 1 and April 15. 2. The Soils
Report entitled "Preliminar Soils Investigation, LoT 6 of -
MAP 1803+ California" dated 3- 3f',.97 prepared by 1
2 hereby certify that a Registered Soils Engineer or Geologist has been retained to supervise over di grading octivity and I' CERTTFTr•�►Tu
a registered civil en ineer in the EI'0910II COIItrO� Note3 BAtzI�Y Asroc•
State of Califor i principally doing business in the field of sholl be considered as a port
odwse on the compaction and ;tobi �f the site
applied soil mechanics, hereby certify that a sampling and study of _ A r of thus grading plan. All
grading snot) be done in accordance with the
the soil conditions prevalent within th's ite wa In case emergency work is required c ontact Si LINO 81AW Ar 7¢0
- 0731 recor�Imendotions and specifications contained in this report.
� fv � -- -- ---� -- Q
under s made a or
$ ,4 (� r my direction between the dates and 3
Fc c. Y Date ( complete copy of the soils re ort cam .pled from 2.
°n B2UN0 IANCa my recommendations Equipment and worke for emergency work shall be mode available -+i 3.
Approval of this plan does not constitute approval of sizes, location and
.. ,q, One with has been this study submitted to the office of the oil ll times during the rainy season (October
1, to April 1 5). All necessary ty of drainage facilities, nor of imp rovements within street way g P rovements rig ht-Of-
9
Y Engineer. Furthermore, I have reviewed these grading plans materials shall be stockpiled on site on October , at
convenient locations Ys Sep P ate approvals and permits for these shall be required if
619, 740 - 0731 and certify that the recommendations included in the soils report to facilitate -opid construction of temporary
devices when rain is imminent conjunction with improvement plans.
V I CtN 1 TY for this project have been incorp orated in the grading plans and
MAP DECLARATION OF RESPONSIBLE CHARGE specifications. 4 , Written permission shall be obtained for an off
-site radio
-L 3. Devises shown on plans shall not be moved or modified without the Y grading.
• SIGNED:�� ��� �� approval of the Engineering Inspector
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE RCE NO 5. The Contractor shall take any necessary
precautions required to protect
2 7�0 3 g adjacent p roperties during 0
4. The Contractor shoe! restore all erosion control devies to worke, 1 P P g g radio g o perations.
Anything damaged or
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE 1 02768 d shat! be replaced o� repaired to
the condition existing .tor
BUSINESS AND PROFESSIONAL CODE AND THAT THE DESIGN IS ��� • T EXP. ..3 3/ 9g 3 order to the sotisfoch-ri of the City
Engineer after each run- off produc nq P
rainfall. g
CONSISTENT WITH CURRENT STANDARDS, � �� � ,�� '
/ -. �a DATE: •� 0 P• to grad p p 9 v
� �'
�O
�TFOFCp�lf�� 5. The Contractor shall install additional erosion control measures as Inc ; 6 The developer
shall be' responsible that any monument or benchmark
r
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND ac � 1 which is disturbed or destroyed shall
be re- established and replaced
be required by the City Engineer due to an incomplete grading operation
REVIEW ONLY AND DOES NOT RE ME, AS EN GINEER .OF WORK, OF
SPECIFICATIONS BY THE CITY ENCINITAS CONFINED TO A fi incomplete or unforseen circumstances which may arise. by v egistered Civil
Engineer or a Licensed Land Surveyor.
* �� � � ` .�
MY RESPONSIBILITIES FOR;PROJECT DESIGN. C►
6. The Contractor shalt be responsible and shell take necessary precrn,tipns �• The tractor shall design,
construct and maintain all safety devices,
N o to prevent pubic 'resposs onto areas when impounded waters create c including shoring, and shall
be responsible for conforming to all local,
CV w � I/Uryr� ct�C�cpy�/ DA TA : 2 -Q- 97 L 5 State and Federal safety and health standards. taws
and r e g ulations
m u N r r
_ /ry OF Ci9iCLS,��D hazardous condition Y re 9
cc G 2 c
M N 0 O
c 1 - 1• , M M m a o 0 o p 0 7. All erosion control measures provided per the approved
Grading Plan shall S. Grading and equipment operoting within one -half (1/2) mile of a structure Cn ryl M M �' /y .3 ° 07'/8" N
be Inca? orated hereon. for human occupancy --hall not be conducted between the hours of 5:30
478.00 tv P - p.m. and 7 30 a.m., nor on Saturdays, Sundays and City recognized
\ b'CALE : / "_ 30 t3. Graded areas around he project perimeter must drain away from the holidays.
� �� � \ � � � \ •� face of slope of the conclusion of each work day •
9. No grading operations shall commence until a pre - grading meeting nos
0 0 30 60 90 9. All removable protective devices shown shall be it place of the end cif been held
onsite with the following people present: City Inspector,
4 \ Civil Engineer, Soils Engineer, Grading Contractor and Permittee. The
\ \ each working day when the five (5) day rain probability forecast exceeds
forty percent (40%). Silt and other debriq sh be removed after each pre - grading meeting shall be scheduled
with the City of least 48 hours
Al �_ ; s
R � \ \ rainfall. in advance by calling (619) 633 -2770.
Mti - �
�c g4GS 614 \4\ \ \ 10 Should germination of hydroseeded slopes foil to provide effective coverage 10•
Prior to hauling dirt or construction materials . to any proposed
DIZoS�E CUTS P'e \ ' \ 2 \ \ of graded slopes 1 90% coverage) prior to November 15, the slopes shalt
construction site within this project, the Developer shall submit
Hy
�i ��._ - \ be stabilized with
\ _ \ punched straw installed in accordance with Section
\ 1244 \ 35.023 of the Erosion Sediment Control Handbook of the State of Californ route. The Developer
shall comply with all conditions and requirements
Department of Conservation. the City Engineer may impose with regards to the hauling operation.
CO N
L riE'A /L I,eteIId Item Wergaee Symbol tit 11 Upon final completion of the work under the
grading permit, but prior
----- - - - - --
EAT /OVA _ - -.. to final grading approval and /or final release of security, an as graded
\\ \ \ \ PER Mq ND • l26/6 project Boundary _ _ certification shall be provided stating:
"The grading performed under
1 0 \ Permit No. 5004 has been performed in substantial conformance
roved radio Ian or as shown on the attached As -Grad Plan"
with the o
PP grading P ed o
rill Areas L__ - �' This statement shall be followed by
� the date and signature of the
p/ Civil Engineer who certifies such grading operation.
,
\ o \ \ t ' \ \ \ ► �. Existing Elevation ��' �diw Notes
M
\ 1 • All radio shall be observed and tested by a qualified Soils Engineer
14 BUILD C TAI o Proposed Finished Elevation 3ti 9 g
or under his /her direction. He /She shall observe and test the excavation
Pee C (/ ENfFN7. \
placem and compaction of fills and bockfills and compaction of trenches.
\ \ Existing Contour He She shall submitasoils reports as required and will determine the
suitability of any fill material. Upon completion of grading operations
RT /ON �T2fIL TO
t o \ o Z e \ \ \ observations and tests were mode b y m S
he /she shall state that hiher or
\ \ \ \ R BE BE \ Proposed Finished Contours
under his /her
supervision and that in his /her opinion, all embonkments
FL. �, `\ \ \ com LETeL /N Ca FD2/b�9NCE and iexcovations were constructed in accordance
with the approved
f ` m �" Do�ot Line _. - _ all grodi g plans and that all embankments and excavations
are acceptable
`�. 1 \
P W1W APP�24 QED / NT v-, 7 u for heir intended use.
�• - - '� ;1� A � LRN NO 35t3- I 1N THE � l, Z
2
\ ^ O Q_ Fill Slopes The Contractor shall properly grade all excavated surfaces to provide
�' 3 �_u• � � ` \ � \ � \ I I P L�'Ih�NTA TioN 4 F T �S �„ ,' e -
'\ \/ \ I ` ` \ , \ \ //YI _ \ , positive drainage and prevent ponding of
water. hie /She shall control
Cut oP Slopes surface water and avoid damage to odioinin 9 properties ro erties or to finished
t \ t ` G,RN
to Z'd% PAD ELE 3 /8 5 . work on the site and shall take remedial measures to prevent erosion
2
' w � ` 32��° �- _ 2f}DING PL
\ = \ ` � ;
�LE�32 \ \ Z \
\ of freshly graded areas until such time as permanent drainage on
h
ELE. x•,3 °
Swdes and Flow Direction I,e erosion control measures have been installed.
i \
Forih Berm . - r, -. r_ 3• All areas to be filled shall be prepared to be filled and
fl shall be
7--
plat in accordance with the Standard Specifications. Al; l veg etable
3 �• O - ` \ PCC Brow Ditch Std 0 D -75 mat r and objectionable material shall be removed
by the Contractor
\ � p
from the surface upon which the fill is to be !aced. Loos fill n
- \ - •� • ` \ \ \ ! N �_ alluvi l soils shall be removed to suitable firm natural
ground. The
•\,\.+ r `\ , DRIU Y ¢ n
N Ck'r exposed soils shall be scorified to a depth of 6" n c
g � p and then ompo led
0
a O �� � v\ t . ti to a minimum of 90 percent. It shall be the Contractor's responsibility
1` t� fit• \� ` • • b� a i'� "• \ \ w `� - �� \ \ \ / ~ I " to place,
spread, water and compact the fill in strict accordance with
Z
Storm Drain Pipe ( ) C. M P, -
` t \ \ i . - -- _ - - _ = - ZO L. F the Specifications.
�► / �. \ . \ , \`, \ Masonry Retaining Wall $td Owg G -1 _ 4 Cut, nd Fill Slopes
shall be cut and trimmed to finish grade to produce
�\ �� , \ ' •• .• t cI \ \ �` \ = - \ \ sInI surfec,is and uniform cross sections.
The slopes of excavations
; �` \ and mbonkrnents shall be shaped, planted and trimmed as directed by
1 _ E mine CnntrrA Snnhans the Eltgineer of Work and left in a neat and orderly condition All stones,
` I �•• \ ^ A \ �~ �� �` `� roots and other waste matter exposed or excavation or embankment
\
- •. • :. _' -. ' H _ g ifork to be Done slope whic h a I p
�� �'t , - • - •• » ,�'• Six b/ (Zl rGU \ \ l ______ _ __ - _ _ ___ _ _ - - r
e liable to become loosened shall be removed and disposed
The Grading consists of the following Work to be Done according to the pions, the
I of. a toe and top of all slopes shall be rounded in accordance with
� I \ � � ��_
'. - `� t i : �B • ` �� S►p \\ /2 ,QE dRIY� WAY �` r current City of Encinitas Engineering eportment
Standard Specifications the San Diego
„ the Grading Ordinance.
' A rea Regional Standard Drawings, and th Standard Specifications for Publis Works Construction
All trees brush, ush, grass, and other objectionable material shall be collected.
O r \ �'' 'Grading shall consist of the construct
'on of all cuts and fills shown on these plans piled or otherwise disposed of off the site by the
Contractor so as to
° 98
2AvE t_ 8AGS \ \ s an leave the areas that have been cleared with o neat and finished a
j outlined in the earthwork sp All grading details shall be in accordance with irom unsi htl ppeoronce
1 -� • • A roval of location of debris fill shall be
- "' �•- � ''� the City of Encinitas Grading Ordinonc free unsightly debris. PP
secured from the Soils Engineer and City Engineer prior to the disposal
of an such material.
o osE17 4 E \ \1 �1 1 NS7A L L 0� AC SEje/n
S
1 = Legal Description
1Y 5 ° 2 ¢'3'8 ' W ' %74.90 ' �. a = �2 49 ,¢3 " 3 � s s Sa urH Fie o�V'�Gq sE ENG INEER � of wo
_ e - - - -- . .
�_ _ __ 1 S\ WO RK
/6 1 Z ° 3 '56 "W 34s. 83' S _ s LoT 6 of Hop No. 12816Recorded 5/ 21 9 t it the City of
Encinitas, County
W
v�1 1 �
1 _
GLIAlYAmr 7ie1AkA e , R.C.E. Son Diego, State of
• California
T
LO 2 ' ,.
' w 45712 G' S' 6041? APN 264 - 24 I Boo
/yIAP 12816
CALL 7EMFC( l- , GA 92592 3 2 • PRIVATE EA
/Y/ARGR�' /T/9 (909) ' _ 2:1 MAX. A! _ 12• 12' q• 2:1 MAX.
STEEPT T. ES EXIS NATU,P % ON SITE = 40 PCL • I 7S¢/ A.C.PAVEMENT
pM •
/7377 32 ' l°RIVRTL- 061q,9, U r /L1T1E 2 z S /
C° AC• 6'Eiebt 7n aE �Nsr�
l°CG . 2 �. I � ,
MAX. DEPTH 61F CUT � 8.5 EAsEmewr PEfe n�AP OLI VElyVIN NONICIPW wRTFR PIS - r+e l C /VI T,4.9 F/e-E PeJ
r6CTrdN Dlsr�elCr SLOPE VARIES SLOPE VARIES
,l'7AX • I/E,eT /SAL FILL 10.0
A PN 264- - 240 —1400 P. M. l 7 3 7 7 �
_
s VIED ,8Y•' REVIEWED BY:
AVE. ,UEPrH OF C'UT = 5,0 APN Ra ' 264 = 240- 3Z00 mwsD
.f V�i�
v
I - s�b CL-
/-�l/E DEP TH aF FILL = 4 - CALLE ASIA
!/AUD FI ;rwa YEAPS� DATE ?%VALID FOE Tct1 YEAR ?) �ArE 1eGA)e17''A S6MON
kb
REVI ,4Pp2ovED DArE REFEREN it�rE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT ENGINEER of WORK APPROVALS
CITY OF ENCINITAS
AEU /SE1� G2A0/NG - Top of I�anhde R'im at the Center of Cul -de -Sac at the PLANS P2EPA�ED B Y: RECOf�IhfcND D ENGINEER
ING DEPARTMENT DftAWNG NO.
;,PPR i Q
LO(ivE2ED Mid /N HQ(/SE Soublerlr termirxa of Cdle Margarita. RKord from the AS -Bt141 Z I r