1989-9261 G (Plans) • I
TYPICAL BERM A7' / ftOG N 1611 5.4AVB,46 - SEE E'mml u/ PAO ELEV �� 3 Y.o P /E5 S
70P OF ALL FILL I ! r
BANKS ccwT,POL /voTES �aav Frsr�orrF LEGEND
F/OIV ON SHEET 2. FIL B ASK I 2'/fUT • C: GRADING
!/ F /,� /fyG,Q,4 �� �! / N/y{! 2 ' / L NG ( mow ��� 2 � e 1. All grading Ohall be
obder✓ed and tested by a
�- >,1 ` Ga pp �,, !EXISTING SPOT GRADES
r- i G qualified soils engineer or under his
/ SA AU DBAG DETA /L ' 7s '' ' PROPOSED SPOT GRADES •- (s>< /s >> excavatio c shall o ompac
and test the
/5 UND / - x /40 (Pwoposs excavation placement and compaction of !ills and
-� ,ve 5C INSTALL SM4LL G� P �O.QET. FINISH CONTOURS (�AS//EO= EX /97.') - lam- backfillc and compaction o! trenches.
!!e shall
�v submit soils reports. as required and will
SWALE AT /� ,,� S ECTIOAI G -C� -_. # determine the suitability of any fill material.
ti' SECTIO A -A - , ; �, /, . ,. �a -1 (UMLESS �le� 6 S&OWN�
�� II' O 8GOL6 state comple io n of !gra and tests ions he s all
_ _ /INSTALL 01 -r- pEK b - 25 2 : I CUT SLOPES P
SECTION B -B _ SU.2 */7 To CENTER of OUTLET (UNLESS OTf/ER P ES SA/OWAO Z' opinion, all embankments
and excavations were
NO SCALD •
him or under his au ervision and that in his
LOT NO SCALE construct in accordance with the approved
grading plans and that all embankments and
92 -� G�PADE SWALErIT 7iaE \i1 excavations are acceptable for their intended
N O1�SL.OPE 70 CAReYF $TA. 2!020.20 27 � use.
N N SEE SECTlOA/ B -B 6 E EWER NE D "79 BROW DITCH P 2. The contractor shall properly tads
al l
N.- @ O N (45 -0 ETA. FOR �J �!'�Y \ " _�
r /�� 5 0'4 O�E r e z Z 6� 15 �Bp 325 /3 r 27 B T.M. s4a4L� �4 /•l/lJ6ES1V�JLE excavated surfaces to provide
positi drainage
/ �� _ -_ -- - -y '��~- ' , • surf wa er n finish d ork the a site n and
,Z - F • p shelf take remedied measures t prevent erosion
\\� //� P83s C , /0' pe freshly graded areas until such tine e s
I �� �I �� '� n� /8 permanent drainage and erosion control measures
o
0t
30 ` \ � / 4 N � �� 5 BZs\ %, ! 0 , 8' N � have been installed. _ ___- __ -
\ �� 9� FF. R. =2B4� A ` 3. All areas to be filled shall be prepared to be
\�� 1 \� s filled and fill shall be placed in accordance
10 _� with standard specifications. All vegetable
3 �, o va 4 ; . matter and objectionable material shall be
312 _ K1 removed by the contractor from the surface upon
O.{/ L/ O BROW 2� /N RESIDENCE ,✓ whic]]f� the fill is to be laced. Loose fill and
3/4 "" �� mS 0 N \ �\ EL=284� FILL / Q I 6 / N C SEWER allu4lal soils shall be
removed to suitable firm
1 0 Z EL =¢- -�►- �-M- - X sT d natural ground. The exposed soils shall be
1 �' scarl*tied to a de th of 6 and then com acted to
316�� �qq '•9- . a d . �� ` J(�✓ I� ? I �£X /5T. 10 "'A.0 WATE�P MAIN a minimum of 90 percent. It
shall be the
!� YL /T 4 C, ��� (J �l contractor's responsibility to place, spread,
�� �p L /NEC�P M Z� +� -� Z / wate and compact the fill in strict accordance
r/C J '( I - with pecifications.
�- \ •� 86 � J��' � I BErVCLJ MARK
\ N � 2 .�• ,/ 1 EX /5T. M. L/. 4. Cut and fill slopes shall be cut and trimmed to
\ . 4 jf �- `� PAD&2"! °! !' I � �6J� (LE. =on. - 9 o ) finish grade to produce smooth
surfaces and
\ P PAOFI. 'y /M EL =166. uniform cross sect o s.
\ 0 r- _2me F. ,�O a v �, y B 84 i n The slopes of
L5rA.20000. // 9TA.0 excavations and embankments shall be shaped,
\ .2Q8- ~ f'ER 5-aU/ anted
- � \ r1C � � ; :, � =• p• � A GT INFO pl and trimmed as directed by the engineer
\ � ,�. at � C C. � of work and left in a neat and orderly
\ v �l 84 •� :: 1 ►, condition. All stones, cots and other waste
ENV /RONMENT.4G REV /EW CALC'9 m ' GdRAGE > ..{ /� , matter exposed or exca tion or embankment
2 4 �Y : d -!4
o N. 2 I8 0 EL =2040 � O d Q 3 slopes which are liable to ecome loosened shall
CUT : /400 C.Y. - \ _ 5 o r be removed and disposed of. The toe and top of
F /LL 350 C.Y. t I 1 <� p EL.PB4_ /
�$ 0 n all slopes shall be rounded in accordance with
A = - c 2 l �u R r j r_ 0 o � A UE�p o z 4 CAMINITo the Grading Ordinance. ___
„
2° MAX. VERT /CAL DEPTH OF CUT \ \ �s I •N P ROPS E s ,� CAROLINA
/0. 3' N :`• 0� � � I� Q 5. All trees, brush, grass, and other
��pc objectionable material shall be collected,
MAX. VERT /CAL NE/CsHT OF F /LL 8 •':• N � 0IQE�Z�' Q piled or otherwise disposed of off the site by
3.5' * ( \ \ �� YBB �� `� (yy�� -- have c been c cleared a with a neat r finished
3° STEEPEST EX /5T. %ELOPE 5 3'4 \ \ 67g) of debris fill be
WHERE GRADING /5 TO OCCUR NGU. 340.39 7.C.
/5 > /O% (SEE A�•4 BELOW) I m \ ` I, the soils engineer and city 8nginser prior
to
O STA. /9t79 SrA.FOR J
N O O N C� N EXIST. WATERSEQV /c4r the Ji9posal of any such material .
4. AVG. DEPTH OF CUTAN9 F /LL cif cif to cQi Kl N O 'iv �" PII=R T.M. 3494 -/ Q�
4 , D. LANDSCAPING
INSTALL BLOCK RETAINING WALL
�AN'G = VOL /AREA - 2••/ CUT BANK PER 0CM14,8 ON 4501_0 NG PLANS
!/� r .S7LCPTOP WALL W/TAl F /A/ /$f/ E>< /5T. TYPE�O "CURB / 1. All •slopes shall be planted
and irri ated in
F /LL AVG. Y = 350 c.r. i 27 = /!'AVG. I I = 2O I�
accordance with Inns a
'A 840! f>< GRAOE I p pproved by the City
V Engineer. Plans shall conform to the City of
CUT AVG. =A = /400 C.Y. XZ7 - 2.G`AV6• I Encinitas Grading Ordinance and all adopted
landscape and irrigation standards.
/¢ 626 f {Y SOI S ENGINEER'S CERTIFICATE 2. Finish rainn and
RESULTS: LE55 THAN 3' ORDINANCE
A. GENERAL 8. NOTIFICATIONS
IMO/CATES NO ENV /RONMENTAL 1. All work shall be done in accordance with these Vo/rn E / /s� -non a registered civil engineer
in the accomplimbed on all slo espl for to shall be
1. The existence and location of underground Ir i p prior to October 1 or
REV16W /5 REOU /RED° plans, the standard s ecifications for public State of California, principally doing business in
the field of imed ate! n p y pesi�raded
P utility pipes and structures shown on these Y pon com letion of an slo {_
works construction, the design construction plans were obtained by a search of available applied soil mechanics,
hereby certify that a sampling and between October 1 and April 15.
standards of the City of Encinitas and a San records. To the best of our knowledge there are study of the soil
conditions prevalent within this site was
Diego area regional standard drawing Any no existing utilities except as shown on these made by me or under my direction
between the d ates ✓u /� E. EROSION CONTROL
changes or revisions theref on shall be plans, however: and ✓a. One domplete copy of the soils
approved by the City Engineer prior to any report compile from this study/ with my recommendations, has
1. I CBs emergent work is re fired conta rW7'
Or�4W7
been submitted to the o!lice of the Cit En freer. at �f f07.t/A'.t/C•N�,r fY/i
request for inspection. The contractor is required to take due Y g
precautionary measures to protect any Furthermore, I have reviewed these grading plans and certify
existing utilities or structures located at that the recommendations °included in the soils report f61 th1 �/L /�/ /iAS�
C.O. �OZ.� �(!(G/9J 7X.4 -0779
2. T e s ils report titled iA• sue• prepared by the work site. It t the contractor's project have been
incorporated in the• grading plans and
dated 7 -2/ -t39 shall be responsibility to contact the following specifications.
considered as a part of this grading plan. All owners of said' utilities or structures 2. Equipment
and workers for emer e y
grading shall be done in accordance with the SIGNED: a �a g nc work shall
recommendations and specifications contained in prior to any excavation, for verification be made available-at
all times during the rainy
said report. and location of utilities and notification RCE NO.: Z146ZI G� 8S8 Neailon. All necessary
materials shall be
of commencement o! work: stockpiled On site at convenient locations to
�� f - � -89 facilitate ra id construction of tem ors
f; i`4 �- i i'.; ;• t 3. Approval of this plan does not constitute EXP. DATE: 9 - EO - 84 p
P ='Y
4 a. Sewers - CARD /FFS.O.I/ OWST. G9� 317j devices when rain is eminent.
S1T approval of sizes, location and type of drainage ;�
G F•a. facilities, nor of improvements within street f
c right -of -ways. Separate approvals and permits b. Gas iElectric - S.O.G. E. /� Ltt - lY93 3.
Devices shown n plans shall not be moved or
fi r• modified withO* the approval of the Engineering
Nr for these shall be required in conjunction with LEGAL DESCRIPTION SITE ADDRESS P
E FoRN improvement plans. c. Water - O.MIV 759 -6466 Ins actor. };
i 4. Written permission shall be obtained for any d. Telephone - f�l. BELL / QLl7- ¢t1 -4/93 GOT /7, M.4P 9QT/
iP.4�lK/10 E.//CW.!//TAS LLP ,(/Tf1 4 . Ths Contractor all restore all erosion control ,
.� off -site grading S/AE.4T C.QAI/.f//Tt7 C•4iPlaG /�t/.11, devices to worq order to the satisfaction of
p. L�aNrH /ro e. Cable TV - / - arUO-¢t ? -4 / ?J �r yE,f/,y,4jf/ the City Engi after each run
-off producin j
Q ' CA.tOG /NA • rainfall. g _
°C o� 5. Contractor shall take any necessary precautions 2. Contr ctoz shnll notify the City Engineer's
'_
p required to protect adjacent properties during S
��N,c 5 grading operations. Anything damaged or office 48 hours prior to beginning any work 5. The
contractorshall install additional erosion
on this project. Phone: (619) 944 -5070 control measures as ma be re ired b the Cit
;g
destroyed shall be replaced or repaired to Y Qu y y
�� /v o r•" _ '1 ondition existin riot to radin Engineer due to uncompleted grading operation
or
' 0 1'x.-1. s L: ;� t.. C g P g g
3. The contractor shall give 24 hours notice ASSESSOR PARCEL N0 . unforeseen circumstances which
may arise.
N OPrE :::::;.;'rf� ► on calls fer inspection. Phone: (619) 944- OWNER /PERMITTEE
6. The developer shall be responsible that any 5070. All work performed without benefit _ 6.
The ontractor shall be res o
monument or bench nark which is disturl;ed or q.�?,l/, 1G¢- /Gl -- /B p nsible and shall
o des ro ed shall be re- established and re laced of inspection will be subject to rejectipn RerESS! Ale ST.4- 419/E�/!/5
take�necessa
Z o ry precautions to prevent public
by a registered civil engineer or • licensed and removal. .,;.5 yq BfiCf N�4YLOA'.4Ytr^ tree ss on
o areas when impounded waters create
Y = I �e� 2 % ,N TOG 401' - 0779 7• a hazardous condition.
r land surve or. `s F ,� ko ^� "5 T s
TN. EROS. 25'63 7. The contractor shall design, construct and :� r All erosio control
measures provided per the
maintain all safety devices, including shoring," 3 " 71 approved rpo
Y /CIAIIrY 000 and shall be responsible for conforming to all /p Q grading plan shall be
into rated
hereon.
local, state and federal safety and health `3. S L O P E RAT / O S : vlE• � lvl[ t1� 8 . Graded
areas around the ro act
i p j perimeter must
,vo Sc.4LE standards, laws and regulations. �� CAUfO
drain away from the face of slope at the
CUT - 2: 1 FOR M /NOR SLOPES, ?: 1 fOR MAJOR SCOPES }� '
8. Grading and equipment operating within one -half f/LL - ?.' I Slopes Devutiny From The Above Wi// Requ SPECIAL CONkrION IF ANY
ARCHAEOLOGICAL RESOURCES ARE 10. Should germination Of hydrOSeeded elOp66 fail t0 COI1Clusion Of each work day.
DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING
(1/2) mile of a structure for human occupancy I Approval Or The Director Or Public Works After provide effective
coverage of graded l halt g, All removable rotectigs devices shown shall be
QPERATIONS. SUCH OPERATIONS W /LL SASE IMMEDIATELY. AND g ) prior to November 15, the slopes shall
shall not be conducted between the hours of 5:30 covers e P
�� Review Or A Report from A SOi /s Ergirraer, THE PERM /TTEE WILL NOTIfY THE DIRECTOR OF PUBLIC WORKS in place
at the end Of each work
p.m. and 7:30 a.m. nor on Saturdays, Sundays , be stabilized with punched straw installed in
inq day when
and City recognized holidays. # EXCAVAT /ON: /,oCOO_*' C.Y FILL: 5501 C.Y. OF THE DISCOVERY GRADING OPERATIONS WILL NOT RECOM
accordance with Section 35.023 of the Erosion th five (5) day Train probability forecast
LAND DEVELOPMENT ENGINEERING • PLANNING • SURVEYING t y . MENCE UNTIL THE PERM/TTEE HAS RECEIVED WRITTEN and Sediment
Control Handbook of the State of exceeds forty - percent (40%) . Silt and other
WAST � DSO- � C. Y. A SeWate Permit Must ' AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO DO SO. debris shall
be removed after each rainfall.
The Polo Plaza, 3790 Via De La Valle, Suite 110, Del Mar, CA 92014 (619) 792 -7087 • Be Obr i For Waste Or Import At". r California
Department of Conservation. CA c
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT T IGNED B� _ T Aw_r _�__ - CHECKEG BY -_
APPROVALS+ CITY OF ENC�NITA�S+ PUBLIC WORKS DEPARTMENT DRAWING
COUNTY /AIP, PLANS / /-/0 -78 ,Q /M ELLVAT /OA/ SEiVER MAA/fIOLE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE HF= � 'y
E� GRADING PLAN FOR : -
M.3494 -/ E QAA/CNO EN lT4B L1PlI�E/AT HORIZONTAL / ^ '2O ' DATE eY: -_ ? � �... --- A SINGLE FAMILY
RESIDENCE Q
M,AR 905/ ]iG V� ` G
A. M $!. L / TO CAROL /NA, EL..PB6.94 �O � (GZ/�/�_ R.C.E. N0.: �.�75_ � - ��$ � �� EER LOT 17 MAP 9051 -
- -- ENGINEER EXP 3 •// R.C.E. -[[
TAMES 4. L. ,firer / /9/ �E� R C.E. Z a k NCRK PRGJECT N0. 92/6 -G (W /0(a m JNO20/2� SHEET
F2
.va / 4G
PAD EL-EV 18p°� - rogD %�410 Kl /AD'• 1 2 a: PW 15 W14A t'AV. Q0fN
Tr PICAL �3EeM AT . dF nit.X Siv� B4G SEE Ch'J�ic7 d l�J15t= 1 F��/�D 1 C-,F + I� �AAL RAO. 20 fW LE GEN D
roP OF L FILL C0"C Tr/"J x TL=S � PG Jti' FO PP + e rti ! ' p 90 O L.II/Jt �?i� QL� I�JiJK`{ 12
C. GRADING a
64 rCp } ( 1FI LL �_ 1• Served and tasted
_EL, I/WIOAI Sf10WV 5H 2: 0 l.Ofxo yGN• 4a NiiJK -`( I �� N7a,u <iv 1-`{• All grading call be o
by a
ON PLANS Q pDIN � I WAdUAL. Gok1t�L- vA-L.�/E oq vA6.mFA e. (r ) EXISTING SPOT GRADES •�" qualified
soils engineer or under his
E G ___ Ex ,yf) direction. He shall observe and test the
Foe . �yhTl6h✓?� To � coNNecT�d - C o pl AWANENT PROPOSED SPOT GRADES X 1 ¢0 -� yE V) excavation placement
and compaction of fills and
t ������ ������
T - -- /5 ��OUNO 6E AUTOIU7ATIG IRKIC94jION SYhrEN� AFTE+ZT14E; FINISH CONTOURS( g� -(CROP D backf ills and compaction
of trenches. He shall
4 _ ,va bCACE
INSTALL SM<3LL DA5!/E0 = EX /9T. submit soils reports as required and will
I
SWALE AT / Ga►`Y1P1- a`llo� 1 OF TtF MC��l11DEI Kr✓ GONTKIJGYION determine the suitability of any fill
material.
t` 2:1 FILL SLOPES - 2 / � g
Upon completion of grading operations he shall
(U12655 OTNERW /SE SNbWN)
n n - _.-
SE /-� -h1 state that observations and tests were made y
" -' �' /eOSTALL OUTL�/ PG,2 t� -25- him or under his supervision and that in his
NO SCALE SECTION Q -B 2 /CUT SLOPES - T - z /� opinion, all embankments and excavations
were
I � - - (UNLESS OT 9ERW /SE 5/•IOWN) - constructed in accordance with the approved
NO SCALC UNLIT ED D-75 BROW DITCH grading plans and that all embankments and
CTi'L10E SWALL AT TOE excavations are acceptable for their intended
Z92 z/ 7 LINEC�D - 75 BROW DITCH use.
OFSLOPE 7D CAFpYG - COW G
c� Z94 ��SEE SEC'7O,V -6 B �� O g B TM 3494 P C� 273 E,P05/ � EOUT/POL -5-4A10 /1FIG5 Y.: 2.
The contractor shall properly grade all
excavated surfaces to provide positive drainage
2 1e 325.13 �/ 6
z?-9G S 0°4E'QO "E 2, and prevent ponding of water. He shall control
surface water and avoid damage to adjoining
- �--. 2 2 8 ; properties or to finished work on the site and
shal„� take remedial measures to prevent erosion
F I 2 4 6` J of freshly graded areas until such time as
I - 278 ,o -�
J l� '� _ � � permanent drainage and erosion control measures
have been installed.
O� aaasiaa PAD EL: 283 - f 10
�G a a , 3. All areas to be filled shall be prepared to be
�
3O 0 �a / 3 280
�� FF EC = 294 � - filled and fill shall be placed in accordance
0
c with standard specifications. All vegetable be
matter d
- 310 263 4 �. N 01 removed by the b contractor e from t the a shal
surface upon
K1 � X 82, which the fill is to be placed. Loose fill and
312 - CStiC. L.NE BkOw " 1 Tj'P /IAL.SA.(/D MA /N RESIDENCE �D alluvial soils shall be removed
to suitable firm
a/Tc'N FP p 7 BgG iPOW - AC PAD EL.= 284 � � Q 6 6 SEWEFd natural ground. The exposed soils
shall be
+'•/ O I M /N. 6 5401' = 2% 0 , � /L q��FF EL. =Z85 I i J / L " scaried to a depth of 6"
and then compacted to
"� a m imum of 90 percent. It shall be the
� E>< /ST /0 A.0 ptATEk .�f iN contractor's responsibility to place, spread,
CuT 6 FILL f1L0 E1*P ��. 284 water and compact the fill in strict accordance
Wm � wIT F 2 D - L1 , f3ENCA/ M4 Pk' with'specifications.
/ r of t�EhE�J�1P�R aNTN1E1a7U1� CU
01 and fill slopes shall be cut and triamed to
4 • P
t7�lcar�
Al 12''O.c -. 2� / % °' n (!E _ 279 3� finish grade to produce smooth surfaces
and
284 -° y Z � R, of EL - 28`.84 uniform cross sections. The slopes of
FF EL. =PB4- f i , 0
excavations and embankments shall be shaped,
j . 294° . ', _ _ _ �. � ��� planted and trimmed as directed by the engineer
r /
lU
` C=2B5° - 266 2
J y . of work and left in a neat and orderly
0I' - -+�- condition. All stones*to
ts and other waste
�; " f�} �I'• t - ��' 2 �� �G�Iq R 286 matter exp or ex ion or embankment
4 s Z
6
j rn h� GQF2AGE d' '2 - l9h ry n slop
which are liable come loosened shall
td ti,
J / 3 Pe
PAJ E� = 28 J ° ? / be removed and d (A The toe and top of
all slop shall be rounded in accordance with
2�4 2�a �FE = 2845, aye , o LoN ,� v CA M INI TO CAROLINA the Gra Ordinance.
S� �v �.,
813 {/ h $ - ? O is a Er^ o
5
�.��ti� t i Qp F� 10 � °l f S N - • objectionabl
o disposed a and other
shall be collected,
9 rw =zso a 4 G 6 P p of
_ ed of f the sits by
, N the contractor so as to leave the areas that
f' I y/ .t 1 " ._ N
�_ __ J 287 ° H
_ have been cleared with a neat and finished
appearance free from unsightly debris Approval
� - 340 39 TC ; of location o� nd debris fill shall be secured from
the oils en ineer a city sn 7 inner prior to
P ' TM 34 Ae SE,Z ✓ICE � - the disposal of any Such material.
AA Yj r D. LANDSCAPING
/1VS, L BLOCK RE 71 1. All slopes shall be planted and irrigated in
? DETAILS ON .` CUT BAN PE. BUr�O tiG PLANS E,C;ST Tr'PE" 'G CU ZB accordance with plans approved
by the City
- -• - - -- ST�P OFWALL M, 7 F,ti,SH
44 / Engineer. Plans shall conform to the City of
Encinitas Grading Ordinance and all adopted
landscape and irrigation standards.
SOILS ENGINEER'S CERTIFICATE ll
A. GENERAL $. NOTIFICATIONS 2. Finish grading and planting shall be
I, r_c� ET / _ a registered civil engineer in the accomplished on all slopes prior to October 1 or
1. All work shall be done in accordance with these I. The existence and location of gnderground State of California,
principally doing business in the field of immediately upon completion of any slopes raded
plans, the standard specifications for public utility pipes and structures shown on these applied soil mechanics,
hereby certify that a sampling and between October 1 and April 15.
works construction, the design construction plans were obtained by a search of available study of the
soil conditions prevalent within this site was
nitas and the San records. To the best of our knowledge there are made by me or under my direction betwego the dates
LlgIi 6 E. EROSION CONTROL
Diego area regional standard drawings. Any no existing utilities except as shown on these and V /? One
6omplete copy of the soils
y
changes or revisions thereftom shall be plans, however: 1. In case emergenc work is required
contn t Aakifl
approved by the City Engineer) prior to any report compiled from this study+ with my recommendations, has
06.PAD✓ at 4407.N�4.yC,y£P.41�F.
been submitted to the office of the City Engineer.
request for inspection. The contractor is required to take due Furthermore, I have reviewed these grading
plans and certify �jC / ,y / F,4S l C,st • �p024f Peed W9) 7,5,E -0779
precautionary measures to protect any that the recommendations included in the soils report fo4` this -
--
existing utilities or structures located at
2. The- ils report title S'e• pre pared b project have been incorporated in the grading plans and
qqoo P Y the work site. It is the contractors specifications.
1/nGs!/orco.+ dated 1-/9- &9 shall be responsibility contact the following
- -- -- I {�h� -- considered as a part of this grading plan. All owners of said utilities or structures �/�Q�
2. Equipment and orka for emergency work shall
°Ieya-T. in accordance with the p , ' -- grading shall be done prior to any exavation, for verification
SIGNED: be be made avalla>r•at all times during the rainy
I/ recommendations and specifications contained in and location of utilities and notification season. All
necessary materials shall be
said report. of commencement of work: RCE NO.: �vr/ !� 8S8 stockpiled on site at convenient
locations to
89 g -s4 + - t9 facilitate rapid construction of temporary
p - 8o -
t EXP. DATE: T/ devices when rain is eminent.
- - -- a. Sewers - G�OiPO /FFS.O.// /. Q/ST.
3. Approval of this plan does hot constitute G9� 32J.j
approval of sizes, location and type of drainage
_ - - -. -- facilities, nor of improvements within street b - S.D.G.fE. /gQ9- 42t -lG/33 3. modified
shown on plans shall not be moved or
Gas i Electric
right -of -ways. Separate approvals and permits modified withot> the approval of the Engineering
Inspector. ti
for these shall be required in conjunction with C . Water . LEGAL DESCRIPTION SITE ADDRESS
9u O.AIIVp. 753 -G4GG
„�/ _ I improvement plans.
,PiC7f/O E�/CY.!/ /1/bS �Y ,(/OiPTN 4 . The Contractor hall restore all erosion control
/ L. .
a d. Telephone - /9f BELL / eG� -¢t? 4/33 LOT /7, MoP 9u`/ devices to wor n order to the
satisfaction of
... a @ 4. Written permission shall be obtained for any ✓� /SAT C' / ' v im C ' Q / '��
g 1
I / x00-42? -4/79 6e/yE,//,
off -site grading. e. Cable TV - yq /,f/• the City Engi r after each run -off producing
rainfall.
IS '"+r{ 5- Contractor shall take an necessary preQautions 5. The contractor shall install
additional erosion
Y rY 2• Contractor shall notify the City Engineer's y
required to protect adjacent properties during office 48 hours prior to beginning any work cl
a E I ; grading operations. Anything damaged or on this project. Phone: (619) 944 -5070 control
measures as may be required by the City
destroyed shall be replaced or repaired to Engineer due to uncompleted grading operation or
unforeseen circumstances which may arise.
condition existing prior to grading. 3 • The contractor shall give 24 hours notice ASSESOR PARCEL NO. OWNER / PERM/
T TEE
on calls for inspection. Phone: (619) 944- /'1
- _ n bout benefit - 6. The contractor shall be responsible and shall
7 - developer Po 5070. All work performed wit
y -- - - - 6. The develo r shall be res nsible that a y q.P,l/ 2G4- /G/ /LT /WA. ST,pf/B
/E/f/US take, neceesa precautions to
monument or bench mark which is disturbed or of inspection will be subject to rejection rY
P prevent public
ra A"C N A CH destroyed shall be re- established and replaced of %✓�" A/ 1W trespass ono areas
when impounded waters create
N H de a registered civil engineer or a licensed and removal. L
, Q$ 4W649440, C.4 9004 a hazardous�pondition.
r C y"'• land surveyor. - P7OlsA'>eol� 76'3 - 0779
provided per the
� ` v a ». t � I * MA
a 7. All erosio control measures f
7. The contractor shall design, construct and approved grading plan shall be incorporated
maintain all safety devices, including shoring, hereon.
and shall be responsible for conforming to all
a '
8. Graded areas around the project perimeter must
.Ly local, state and federal safety and health 113. S L O P E RATIOS. rte+` drain away
from the face of slope at the -
0'
standards, laws and regulations. conclusion of each work da
,(/O SG4LF CUT - I H: 1 FOR MINOR SLOPES ?: I FOR MAJOR SLOPES y'
- SPEC /AL CONDITION IF ANY ARCHAEOLOGICAL RESOURCES ARE 10. Should germination of hydroseeded slopes fail to
a3. Grading and equipment operating within one -half FILL - 2 :1 S lopes Deviating From The Above Will Require DISCOVERED ON THE
SITE OF THIS GRADING DURING GRAD provide effective coverage of graded slopes (901 9 All removable protective devices shown shall be ✓
(1/2) mile of a structure for human occupancy Approval 01 The Director Or Public Works Alter OPERATIONS. SUCH OPERATIONS WILL
SFA IMMEDIATELY. AND coverage) prior to November 15, the slopes shall in place at the end of each working day when 1
shall not be conducted between the hours of 5:30 Review Of A Report From A Soils Enfimrr. THE PERM/TTEE WILL NOTIFY THE DIRECTOR
OF PUBLIC WORKS be stabilized with punched straw installed irr the five (5) day rain probability forecast
•' p.m. and 7:30 a.m. nor on Saturdays, Sundays EXCAVATION: /¢OQ C. Y FILL: •3SOt C. Y OF THE DISCOVERY GRADING
OPERATIONS WILL NOT RECOM accordance with Section 35.023 of the Erosion
exceeds forty percent (401). Silt and other
+ and City recognized holidays. MENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN and Sediment Control Handbook
of the State of debris shall be removed after each rainfall. C
LAND DEVELOPMENTBGINEERING • PLANNING • SURVEYING WASTE /IMPORT: 1050* C. Y. A Separate Permit Must AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS
TO DO SO California Department of Conservation. C AL. CQUIRD. -
The Polo Plaza, 3790 Via De La Valle, Suite 110, Del Mar, CA 92014 (619) 792 -7087 Be Obtained or Waste Or Import Area.
SESISz 5y_ _DRAWN BY - CHECKED - APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING
^!�.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT • T T. LA
COUNTYlAIP. PLANS // -/0 -78 IQIMELGVsIT /ONSEN/ERMIA///l'1LE PLANS PREPARED UNDER SUPERVISION CF RE ti ^ti " ='. F
=_ LANDSCAPE 6 IRRIGATION f EROSION CONTROL PLAN FOR
uQx - �,a
p}Gga_/ 4 RAA A10 EACIAI1 AS JAI
O 9 - A SINGLE FAMILY RESIDENCE 9a? � l G
M
-- 4~ QANCNO ENC /d/ /Td9 L7b? /(/��IT HORIZONTAL /'�Z� -- DATE ����9- PY.
A4AP 908 4 CAMht1ITL7 CA,?OL /NA, EL._266.B4 �jy/Gp Q ��
A. M. S. L. �� R.C.E. Nn.: j9d7s LOT 17 MAP 9051
_ `E z R �1 `- $1LZD� SHEET at -F2,
- - l - ENGINEER
VER'ICA_ _
- -- - - - EXP. d .� / /�/ ._ R.C_E. _LSag- - R E ��S�e _ :, RK PROJECT NC.
_ _ JAMES A L AtRET
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