1994-3838 G (Plans) `
le /d )0
BROW 0 /rCN
A. GENERAL
WORK TO B, DONE D _ �\
GRAOXNG PLAN LEGEND EROSION CON'T'ROL WORK 20 o DONE SPEC /AL
W 1W „ „
All erosion and sedimentation control work shall be done in - BAR A' /NSPEC7%O C. GRADING
i
1. All work shall be done in accordance with these accordance with these plans and the City of Encinitas Grading a �• 6'
-8" 4' -Z" Z4 "" #6 C a YES 1. All grading shall be observed and tested / a
plans, the standard specifications for public works FIAItS41 ELEVATlOAI Ordinance. Said work shall consist of the following work to
ro qualified soils engineer or under his /her
construction, the design construction standards of PROPERTY LINE. „- _ _ be done as well as any preventative measures as
may be � tU ; %'
5' - " 3' - /6 " #6 @ 8�� NO direction. He /She shall observe and test the
the City of Encinitas and the San Diego area directed by the engineer of work or the City engineer drain IO q
" " 4' - 0" 2' - 4" 10'/ #4 @/6" /(/0 fills and
excavation placement and compaction of
regional standard drawings. Any changes or EXISTING STRUCTURE E7C /ST. $LOG. project construction. g �� �.- , „
, backfills and compaction of trenches. He /She shall
revisions therefrom shall be approved by the City - -- "o, 2 -g 2'0 - #46 /1/O submit soils reports
as required and will determine:
PAW -GEL NUMBF -It (ASSESSOtZ5) 258 -/40-6 U .� ' the suitability of
Engineer prior to any request for inspection. PA completion of grading operations he /she shall state
any fill material. Upon
2. The SOILS report titled EN I11L7 5 SCLF 5TOt2AG_G 6 1• The contractor shall install erosion control check dams v9 (sand
bags) as sho on these plans should any grading Z �9 'tl -
Y SOUTEtzN ACIFOKNTA�OIIS AI�fD EXISTING ELEVATION 4�' work be �- BAR `A" that observations and
tests were made by him /her or
E�cPq_t�S.OI prepared b (� performed during the rainy season in accordance under his /her supervision
and that in his /her
TES >' - iNG.INC. dated JULYI 13s a e cansi eyed as a with the installation schedules listed hereon in the W
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part of this raiiy Erosion Control Notes. opinion, all embankments and excavations
were:
g g plan. All grading shall be PAD ELEVATION. . , F?qp gL o 2- #3 @ 32"
done in accordance with the recommendations and Q tL F /A1iSH X heFACC I(q
specifications contained in said report. FINISH ELEVATION • 2• Immediately upon the completion of the rough grading of e
t
F.F EL. the site the contractor shall install the private storm £', ``iii constructed in accordance with
the approved grading
3. Approval of this plan does not constitute a �2 drain system as shown on these plans plans and that
all embankments and excavations are
p ities, EXISTING CONTOUR ans and provide check .. 4 - *4 CONT. ac ceptable of sizes, location and type
of drainage facilities, dams around the inlets where indicated during any periods 4 f'VC•ORAlA/ table for their intended
use. r N P
nor of improvements within street right -of -ways. FINISH GRADE CONTOUR . . ,� 46�_ of wet weather.
Separate approvals and permits for these shall be '�/ ` 2. The contractor shall properly
p p y grade all excavated.
3. The concrete brow ditch above and westerly of the 2 � #6 @/2 " s Y surfaces to provide
positive drainage and prevent.
required in conjunction with improvement plans. DAYLIGHT LINE. • , . ter/ G r / ondin f pg o
water. He /she shall control surface
4. Written permission shall be obtained for any off- FILL SLOPES.
F westerly retaining wall is an integral part of this it It It /2" water and avoid
damage to adjoining properties or
2: /FILL co pan. Immediately upon the construction to finished work on the site and
shall take
site grading. erosion cotl l
of this retaining wall the concrete brow ditch shall be remedial measures to prevent erosion of
freshly
CUT STAPES 2:/ CUT constructed and directed toward the grated storm drain
5. contractor WALL DETAIL TYPE 3 - B graded areas until such time as permanent drainage
shall take an necessary • . • . inlet as shown on these plans. and erosion control
measures have been installed.
Y y precautions SWALES AND FIAW.DIRECTION. _a. NO SCALE
required to protect adjacent properties during -.^
grading operations. Anything damaged or destroyed " r 3. All areas to be
shall be replaced or repaired to condition existing filled shall be prepared to be
prior to grading. 12 R UC• (S.17 7. - .35) a Pilled and fill shall be placed in accordance
with BROW DITCH (GONG. PEI? 0 - 75) standard specifications. All vegetable matter and
, objectionable material shall be removed by the
monument or bench mark which is disturbed 2'x 6. The developer shall be responsible that any W 2 ," 01200109 CAT
contractor from the surface upon which the fill is
destroyed shall be re or I " TN T7A FFIC Gl?ATE r = pQylN O to be placed. Loose fill and alluvial
soils shall
- established and replaced by a Z � be removed to suitable firm natural ground.
The
registered civil engineer or a licensed land COMC•15LOC K fLETAINING WALL "TYPE 4" �_ 1 exposed
soils shall be scarified to a depth of 6
7. surveyor. PER SDt25D C -4 UNLESS OTNEIYWI5E NOTED � ' and then compacted to a minimum of 90 percent.
It
shall be the contractor's responsibility to place„
The contractor shall design, construct and maintain TOP OF WALL ELEV. 241° T W spread, water and compact
the fill in strict.
all safety devices, including shoring, and shall be � �
responsible for conforming to all local, state and 130TTOM OF WALL ELEV D.W. accordance with specifications.
240°
federal safety and health standards, laws and 4. Cut and fill
regulations. E120SIOU1 CON TOOL SAW t3AG5 slopes shall be cut and trimmed to
(.2 t3AC,5 NIGH MI NIMUM) ) BO . O finish grade to produce smooth surfaces and uniform
MI _ cross sections. The slopes of excavations and
S%2
8. Grading and equipment operating within one -half /� embankments shall be sha ed
" !?G., pQVtIJG shap and trimmed a.-
not be conducted between the hours of 5:30 p.m. and
(1/2) mile of a structure for human occupancy shall G ®!= ®dvs/�C/A�✓Gi directed by the engineer ed work
and left in a neat:
Zbe /944- G5'3C6/5•/ 9 and orderly condition. All stones, roots and other
recognized a.m. nor on Saturdays, Sundays and City ' GsaG /444- as38B /� Rv'G- P 4-90 waste matter
exposed or excavation or embankment
recognized holidays. REVEGETAT /0N PPOGRAM / GRADING AREA /94� OS36�/7 Rae9 -f slopes which are liable to become
loosened shall be
disposed of off the site by the contractor so as to
9. No grading operations shall commence until Flo BRr7W
pregrading meeting has been held onsite with th TC/,/ removed and disposed of. The toe
and top of all,
AR
Tf/EARE REVEGSTATED /f0VA4 S / DFOU OR20NES. Q ,o l SPEC /AL slopes shall be rounded in accordance
with the
e THESEETNETDEf3R /S ?ErG/OVAL TES (4REq Bq'A REgC) a` "A" "B" INSPECT /ON Grading Ordinance.
following people present: City Inspector, Civil THE OLD GARL7EN AREAS (AREA A) AND THE /5'W /DE F!/EY 20NE �� V m ?�
Permittee. The pregrade meeting shall be scheduled \
Engineer, Soils Engineer, Grading Contractor and ALONGrA /METER OF THE OPEN SPACE, C ` / = 8 " 7' 36" X9
2 6" #6 @ 8 " YES 5 All trees, brush, grass, and other ob
TddE AREAS To BE REVE S rc BE TEMPO PAR /LY /RQ /GgTEO C t� �� /0 =0 6 =6" 30" #9RB" LA /6 YES material
shall be collected, piled or otherwise
with the City at least 48 hours in advance by W/Tf/ AN AT GRdOE /RR /6AT /ON SYSTEM USING WATER SUPPL/EO FROM r//E P
- 9' -4" 6' -O" " # �� # n y6
PROJECT .MA /NTENAAACEAMDMoV17 /NC. w /GC BEPERFORNEDBYPgC /FTC w1 - 26 Bela 6 @ y6,9 calling (519) 633 -2770.
TB/OLOG /C4L SERV/CESAND W /LL BE FOR rWO YEAQS W /TN PER /00 /C C�1- W X
S0e1771WES 8'-F 6' -4" 24'' # " y# "
N o q BC 6 @ /6 Y ES leave the areas that have been cleared with a neat:
10. Prior to hauling dirt or construction materials to LETTER REPORTS TO TNECL/ ENT, Td SEFOR 1414,pDEOToTNECITYANOOTrVGR G v , '.o ..
8�0�' 7
22" #7 @8 ' YE$ and finished appearance free from unsightly debris..
INTERESTED P.4RTlES WNO MAKE A REQUEST TO BE RECEIVE COP /ESOFTNEREPoRTS. v , r, „ Approval of location
of debris fill shall be
any proposed construction site within this project y, a " -I 7 `� 4-8 20 'y /6" ' 24"
YE5 cccured from the soils engineer and City Engineer-
the developer shall submit to and receive approval MAX /MUM POTENT /AL AQEA To OE REVEC.�TETEO: O.5 ACRE. � / / y
AREA A = 8000 Sq,FT. !N A/ORTNERA/O/STU?BED OLD CiAA70EiV AREA. ?� U m�.� y prior to the disposal of
any such material.
from the City Engineer for the proposed haul route. c , V tY \
AR_ A B = 4900 SO. FT /,V NO,P711ERR/ DEER /S F/GG REMOI/AL S/TE, ,
The developer shall comply with all conditions and AREA C = 1500 SQ•FT. /N SOUTF/ERN OEBR /S c - 11 REMOVAL S/TE, ap t4
requirements the Cit iV °p ( .
y Engineer may impose with operation. PLA a J i - -OAR A" EREROSION CONTROL
regards to the hauling NT /NC+ MATERIALS EROSION -\- BAR "EI"
CONTAINER NURSERY STOCK: SPECJES(t/N /TJ OVEQALC SEED M/X:SPEGES (/bt/ACJTOTgL5 GBS. 0
" " " " I ��� ' ;1� 41 = 1. In case emergency work is required, contact E30P5
Permit but prior to final grading approval and /or
11. Upon final completion of the work under the grading AREA A B C VULP /AMURAL /S (1o) 5.0 l� Jipp �q
WN I �2- 3G�32" (IA LL c a s e em rgen or (phone red,
NETEROM6GES 4R6 (/GALJ p5 !✓� 5 ARTEM /S /A CAG /F. {6,5) 3.25 , x. , "I F! /�l /<PH SUKFACE
final release of security, an as- graded MAG�sMA (/GqL j 20 /2 4 LOTU�SCoPA /US (4.0) 2 p
certification shall be provided stating: "The COREOPSISr47AR /T /.NA ( /GAL.) 20 /2 4 SCALE' I� / = IC)o� �
2• Equipment and workers for emergency work shall be ERCEL /A CALtFORN /CA (2.5) /•25 made available at all times
during the rainy
performed in substantial conformance with the YUCCA w
grading under Permit No. 3838 -G has been QUERCUSDUMOSA ( /GAL.) /5 8 2 M /MUGUSPUN /CEUS (2,5) /.25 4 P.V.C.OR4
/N� - 6- #4C0NT. a season. All necessary materials shall be
' H/PPLE/ (/GAG.) /O 5 2 SOZV14 AP /ANA (2,0) /•O stockpiled on site at convenient
locations to
ent shall be followed
approved grading plan or as shown on the attached IVASELLA (STIP4).°ULCKRA ( /•ol 0,5 facilitate rapid construction
of temporary devicto
by the date and signature of the Civil Engineer who
as- graded plan ". This statem SOILS ENGINEER'S CERTIFICATE ER/OPf/yLLUM CONe (0.5) 0.25 y
/ when rain is imminent.
DANIEL B. ADLER
certifies such grading operation. I• a registered civil engineer in the 3. Devices shown on plans
I°
State of California, principally 'doing 'business in the field of shall not be moved
o
u., /2,. modified without the approval of the Engineerinr
W
applied soil mechanics, hereby certify that a sampling and study of
D. NOTIFICATIONS
the soil conditions prevalent within this site was made by me or Inspector.
under my direction between the dates JUNE and WAL DETAIL TYA 4• The contractor shall restore
all erosion control
JUiY,i993 , One complete copy of the soils report co L
mpiled from E 3 - A devices to working order to the satisfaction of the
1. The existence and location of underground utility this study, with my recommendations, has been submitted to the
pipes and structures shown on these plans were office of the City Engineer. Furthermore, I have reviewed these
NO SCALE City Engineer after each run -off producing
grading plans and certify obtained by a search of available records. To the g g p y that the recommendations included in
the rainfall.
best our knowledge there are no existing soils report ar his project have been incorporated in the grading ,
ENVIRONMENTAL DATA 5. The contractor shall install additional erosi.o.n
utilities except as shown on these plans, however: plans and s e i catony:
(/f control measures as may be re
The contractor is required to take due SIGNED: 4 ® 1) Steepest Existing Natural Slope On -Site =
50 t $ Engineer due to an inco pleted grading operation i or
precautionary measures to protect any existing ' y un ores
eon circumstances which may arise.
utilities or structures located at the work RCE NO.: 36 037 4 4 y 2) Maximum vertical Depth of Cut
The contractor shall be responsible and shall take
h 6•
site. It is the contractor's responsibility necessar y precautions to prevent public trespass
to contact the following owners of said EXP. DATE: _ 6-30-96 Q ' C / �� 3) Maximum Vertical Depth
of Fill= 4•
G J C3 t. J J onto areas when impounded waters create a hazardous,
utilities or structures prior to any I
excavation, for verification and location of E a W 4) Average Depth of Cut = 2 80
0 C.Y. (27) _ 2$,I$I S.F. = 2.6 8 ' +
Utilities and notification of commencement of
work: 1d NC / I/ 17 5 Q p p t� 7. All erosion control measures provided per the
o 5) Average Depth of Fill 2115± C.Y (27) 2_3 s. F. = 2.42 approved grading plan shall
be incorporated hereon.
+ - BUILT
�0 �/ - A S 8.
a. Sewers - ENGIIIITAS SAUt. CJISL (800) 422 -4133 �" "''� Graded areas around the Project
DECLARATION OF RESPONSIBLE CHARGE p j perimeter )�
REQUE2A must
o ST. Q drain away from the face of slope at the conclusion
b. Gas & Electric of each q work day. l
- S, D.G. t; E � 1 - 413 Q � � XJES , � I HER EBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT,
m A.LARE R.G.E. 2937 DATE c. water - S.D. lN. D. (800) 422 41'J3 protective
devices CHARGE OVER THE DES THAT I HAVE EXERCISED RESPONSIBLE IGN OF THE v 9• All removable ork:
shown shall be in 1?lace at the end of each working day when the five
d. Telephone - PAC. D ELL 1 800- 422 -4133 PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS J
(5) day rain probability forecast exceeds forty
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. V�CINIT Y MAP 2$ 0 0 ± C.Y. percent (40 &).
Silt and other debris shall be "I
e. Cable TV - removed after each rainfall.
I :800 - 422 -4133 I UNDERSTAND THAT THE CHECK OF PROJEe T DRAWINGS AND SPECIFICATIONS NO SCALE Fill = 2115 ±
2. C.Y.
BY THE CITY OF ENCINITAS IS CONFINED '_'0 A REVIEW ONLY AND DOES NOT 10. Should germination of hydroseeded
slopes fail to
Contractor shall ti
#?
notify the City Engineer's RELIEVE ME, AS ENGINEER OF WOR�X, OF MY cESPONSIBILITIES FOR PROJECT /Export = 685 ± CY
office 48 hours prior to beginning any work on . . provide effective coverage of graded slopes
(9011
this project. Phone: (619) 633 -2770. DESIGN. (EX POrZT TL?UGI< YAt2D5= 900 C,y,£) coverage) prior to
November 15, the slopes shall be
accordance with Section 35.023 of the Erosion and
3- The contractor shall give 24 hours notice on THE LARET COMPANY OWNER'S G
calls for inspection. Phone: (619) 633 -2770. 5708CalzatlaDelBosque stabilized with punched
straw installed in All work performed without benefit of Sediment Control Handbook
of the State of W
P.O. Box 66t a PREPARED B Y : I (ME) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST California
Department of Conservation.
inspection will be sub
RanchoSanWFe,CA92067 HAS BEEN OR WILL BE RETAINED TO SUPERVISE O3ER ALL
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