1997-5372 G (Plans) 1
General Notes _ _ Erosion Control Notes All work shall RAPING PLAN
landscaping Notes Work to be Done
1. r done in accordance with these plans, the Standard 1. In case emergency work is required, contact Josh Addison at 619- 677 -9291
1. All slopes shall be planted and irrigated in accordance with plans approved by the City Engineer. The Grading consists of the following Work to
be Done according to - the plans, the
Specifications for Public Works Construction, the Design and Construction San Elio Avenue, Cardiff current Cit of Encinitas
Engineering De p g
Standards of the City of Encinitas, and the San Die Area Reg ional Plans shall conform to the City of Encinitas Grading Ordinance
and all adopted Landscape and Y g' g p andard Standard S pecifications, the San Die Q
2. Equipment and workers for emergency work shall be made available at Irr i g ation Standards Area Regional Standard
Drawings, and the Standard Specifications for Public Works Construction 4:
Standard Drawings. Any changes or revisions therefrom shall be approved 9
by the City Engineer prior to any request for inspection. all times during the rainy season (October 1, to April 15). All necessary
materials shall stockpiled on site on October 1 at convenient locations r
2. The Soils Report entitled "Preliminary Geotechnical Investigation, Proposed Duplex, to facilitate rapid id 2. Finish Gradi
and Planting Grading shall consist of the construction of all cuts and fills shown on these plans and
construction of temporary devices when rain is imminent. 9 shall be accomlished on all d p rior to October 1 or immediately
outlined in the earthwork s pecifications. All grading details shall be in accordance with
San Elijo Avenue, Encinitas, California" prepared by A.R. Barry and 3. Devises shown on plans shall not be moved or modified without the
upon completion of any slopes graded between October 1 and April 15. the City of Encinitas Grading Ordinance.
Associates, Inc. dated December 12, 1997 shall be considered as a part approval of the Engineering Inspector. NOTIFICATIONS
Lendltenl ReferaiCe Syinb0l Quantity
of this grading plan. All grading shall be done in accordance with the
recommendations and specifications contained in this report. 4 The Contractor shall restore all erosion control Bevies to working Project
Boundary
3. Approval of this order to the satisfaction of the City Engineer after each run -off producing I: The existence and location
of underground utili Q And s tructures shorn on these plans Were ob- -'
plan does not constitute ap proval of sizes, location and rainfall. , tamed %0 a search of ovailable r ecords. To th Desi of our
knonledge, there are no existing utillms
type of drainage facilities, nor of improvements within street right -Of- _ a5 shown on these lay hwyer!
ways. Separate approvals and permits for these shall be required in , w except p Existing Elevation
conjunction with improvement plans. 5. The Contractor shall install additional erosion control measures as may L.� > s 1° fe L
be required by the City Engineer due to an incomplete grading operation The contractor is � z r w ed t o take dub p
ecatiatArl� f11ea5Ur85 to rotect oiN exist utilities or
l
or unforseen circumstances which may arise. . structures located at the work she. It i5 the GaltraGtor'S respon�bili to contact
tole following Proposed Finished Elevation
4. Written permission shall be obtained for any off -site grading. y �� r� owners of said utilities or structures prior to any
exeavati , for ve ification and location df Existing Contour
5. The Contractor shall take any necessary precautions required to protect taD-
6. The Contractor shall be responsible and shall take necessary precautions '�
Sit utilities ad notification of conmarenlent of work:
adjacent properties during grading operations. Anything damaged or to prevent public trespass onto areas when impounded waters create a
Q . Sewers - Cardiff 5CAtation District (1b0) 633 -2180
destroyed shall be replaced or repaired to the condition existing prior
1 P P 9 9 9 P Yt 9 9 A "��
hazardous condition.
1 � 1�' t p
� �t 1� Proposed New Contour �..---- ®- • -._� _
to grading. 7. All erosion control measures provided per the approved Grading Plan shall � ` ice 1 L� ` � °man b. bas
tElectric - SDbdE (800) 422 -4133
be incorporated hereon. 11 \t �1� v Cut Sloes
6. The developer shall be responsible that any monument or benchmark N 1 `Z Z� ` c. Water - 50n Dieguito Irrigation District (160)
153 -6466
which is disturbed or destroyed shall be re- established and replaced 8• Graded areas around the project perimeter must drain away from the L t�
I
P 1 P Y t� . d. Telephone - PaG Bell (800) 489 -3441 Swales and Flow Direction 11
by a Registered Civil Engineer or a Licensed Land Surveyor.
face of slope at the conclusion of each work day. 0 ���- -••- j'
7. The Contractor shall design, construct and maintain all safety devices, � I.
9. All removable protective devices shown shall be in place at the end of 11 e. Gable N (160) 931 - 1000 9
ft
Masonry Retaining Wall Std Dwg C -1 i 1375 s
including shoring, and shall be responsible for conforming gu all local, each working day when the five (5) day rain probability forecast exceeds
�/ f. Iklder service Alert I- 800 - 422 -4133
I
State and Federal safety and health standards, laws and regulations. forty percent (40 %). Silt and other debris shall be removed after each
8. Grading and equipment operating within one -half (1/2) mile of a structure
rainfall. PCC Brow Ditch Std Dwg D -75 a a a 80 Lf.
p.m. and 7:30 a.m., nor on Saturdays, Sundays and City recognized 2. Contractor shall notifU the C;i y Engi1eer'S office 48 hours prior
to beginning ag work pn this project.
for human occupancy shall not be conducted between the hours of 5:30 �/ 1=hone: (160) 633 - P(0
10. Should germination of hydroseeded slopes fail to provide effective coverage VICINI I I MA Erosion Control SandBogs
200 ea
e f
o g raded slop 90% covers P No r9c . e conb actor shall cove 24 hours notice on calls for inspection. Phone: (160)
633 -2110. All work
holidays. 9 p " g) prior to November 15, the with es shall 3 erformed without bane it of inspection Kill be subject to refection
ad removal. EARTHWORK
be stabilized with punched straw installed in accordance with Section
3 5.023 of the Erosion Sediment Control Handbook of the State of California
9. No grading operations shall commence until a pre - grading meeting has Department of Conservation.
p ir
been held er, S with the following people present: City Inspector,
ils Engineer, Grading Contractor and Permittee. The
Civil Engine Exeavallon - 1 CAble Yards Fill - 0 Goble Yards
Engineer, So
pre - grading meeting shall be scheduled with the City at least 48 hours 1FAM G/L Exist R/W Ultimo � _ 1,400
CIG Yards f ,
in advance by calling (760) 633 -2770. ""1""' P o
_ �® _ . ___ _ __a - ®� -� �� -__ __ _-®® Esc,
10. Prior to hauling dirt or construction materials to any proposed ENVIRONMENTAL DATA _ --
construction site within this project, the Developer shall submit
to and receive ap from the City E for the - "" Steepest Existing Natural Slope on = 15.1%
PP Y 9 proposed haul I.
route. The Developer shall comply with conditions and requirements 2. Moftini Vertical Depth of Gut = 6 feet (10 feet
in Basement)
---
the City Engineer may impose with regar to the hauling operation. ---- --- -- -- __.__.�� � -�,_ _ -�.- _,_��_,__�� ®� ®
®� -��� -�
Nv _ 111 »�• , 3. Maximum Vernal Depth of Fill = 0 feet
- 1111..._ _ �� _- -� Nfi
11. Upon final completion of the work under the grading permit, but prior T -- � � �..: - . . 4. Average
Depth of at = 1 ,400 G.Y. x 21 / 11000 5F. = 55 feet
to final grading approval and /or final release of security, an as- graded
certification shall be provided stating: The grading performed under aeorx . ca - - 2, 5. Average Depth of
Fill = 0 G,Y, x 21 / 0 5.F. = 0'
Permit No. - has been performed in substantial conformance _ �� OWNER CERTIFICATE
with the approved grading plan or as shown on the attached As- Graded Plan ". - -- - -- - - - _ ��__
6ciatFg AG Pavarbrt d ec>mo __
This statement shall be followed by the date and signature of the
Civil Engineer who certifies such grading operation. I hereby certify that a Registered Soils Engineer or Geologist
has been retained to supervise over all grading activity and
TYPICAL SECTION a dvise on the compaction and stability of the site.
1 = 20 Horizontal & Vertical
Grading Notes I B .�/�/ RM Date C fir
1 • All grading shall be observed and tested by a qualified Soils Engineer G� Pn- JQ8 ADDISON, President
or under his /her direction. He /She shall observe and test the excavation i � , I i I'
�J r SAN ELIJO LLC
placement and compaction of fills and backfilis and compaction of trenches. e 3 i I 5ii i�rf J\,
P/L P.O. Box 22562
He /She shall submit soils reports as required and will determine the W f I I oh 1
YYY
IM
San Diego, CA 92192
suitability of any fill material. Upon completion of grading operations Z iW (619) 677 -9291
i� I ry� '> 1 1 r �J r � �' r- elr el /
he /she shall state that observations and tests were made by him /her or 1 l i "
under his /her supervision and that in his /her opinion, all embankments I /��
and excavations were constructed in accordance with the approved
grading plans and that all embankments and excavations are acceptable s � r� DeclarationofResonsibleChar�e
for their intended use, d o .
im I J�fJ - 1 J J 0 U
4, r 5 t" I hereb declare that I am the Engineer of Work for this p roject, that I have e responsible
charge over the design
2. The Contractor shall properl grade all excavated surfaces to provide -1 e or _ IIOA Pad IIIS pad ll fS Pad it Y
9 p e
of this project as defined in Section 6703 of the Business and Professions Code, and that the design
Is consitent� with z:
positive drainage and prevent p to a adjoining water. He /She shall control Existing I` ? ` �� Coa�WFF113.75 D -� 1
j �J 2 current Standards. t
surface water and avoid damage to adjoining properties or to finished ► Er0s;WCloorol DA n
Gity of Encinitas per Doc No. n3.2 Prod
work on the site and shall take remedial measures to prevent erosion "del 2 ®R/INLm�. I understand that the check
of the project drawings and s pecifications b the City of E
r 1998- Recorded �s o F Q_
P )e 9 p y clrntas is confined to o review owl y g aded areas until such time as ermanent
draino a and �( o _ Y Y
of freshly Basement FF 101.0 0 it o �+ Q and does not relieve me, as Engineer of Work, of my responsibilities
for project design.
P 9 in 70
erosion control measures have been installed. 21
ic" f al I - - - ° a H411W FF114, J Vwr aingrropoW !9
3 • All areas to be filled shall be prepared to be filled and fill shall be ( - - - - _
pr l 104.5rad - 4 -� 1W rid I RESOURCE DEVELOPMENT CORPORATION
placed in accordance with the Standard Specifications. All vegetable ' -rt k. k & 1 9 /
matter and objectionable material shall be removed b the Contractor } 1s f I N a, 531 Encinitas Blvd Suite 201
from the surface upon which the fill is to be placed. Loose fill and Trench Re>�1 x r b _ y� dfF113,75 1 $ a
SI # 1 Encinitas, CA 92024
I�
„ `� 4 ofd ;� (619) 942 -1106 Fox (619) 942 -2514 °';
alluvial soils shall be removed to suitable firm natural ground. The per city Std ( u ^ f ,
exposed soils shall be scarified to a depth of 6" and then compacted 51 e For 110 mod IIIS P ii32Pu1
\���
' 5
to a minimum of 90 percent. It shall be the Contractor's responsibility 3 ��, w; r r P�
to place, spread, water and compact the fill in strict accordance with '4r ,, it y r B /' Date
the Specifications. g cgs ¢y s is r r D r r r 5 Y - s.�(.d
�' X�s �, , BRIAN DONALD, RCE 26175
4• Cut and FEII Slopes shall be cut and trimmed to finish grade to produce ' � � � � �OSr r) I
_ License E 3/31/02 ires �-
smooth surfaces and uniform cross sections. The slopes of excavations �\1J J J 0 4Z)
n
and embankments shall be shaped, planted and trimmed as directed by + I r J J Rrtan Wall r J , ,� Solis Engineers
Certificate
z ,
the Engineer of Work and left in a neat and orderly condition. All stones, e
roots and other waste matter exposed or excavation or embankment R✓W GA WR Par ri' eJ J I, A.R. Berry, a
Registered Civil Engineer in the State of California, principally doing business in the field of Applied t
slopes which are liable to become loosened shall be removed and disposed
of. The toe and top of all slopes shall be rounded in accordance with Soils Mechanics, certify that a sampling
and study of the soils conditions prevalent within this site was made by
the Grading Ordinance. \ PA - J it i� P � me or under my direction between the dates of November 24 and
December 5, 1997. One complete copy of the
5 ,G
Soils Report compiled from this study, together with my recommendations, has been submitted to the Office
of the
All trees, brush, grass, and other objectionable material shall be collected,
Proposed New Rata ' Wall P� City Engineer. Futhermore, I have reviewed these Grading Plans and certify
that the recommendations included in
piled or otherwise disposed of off the site by the Contractor so as to � � per Std Dwg the Soils Report for
this project have been incorporated in the Gradklg cifications. 12?_
leave the areas that have been cleared with a neat and finished appearance !Sting Retaining WQII i0
a
free from unsightly debris. Approval of location of debris fill shall be ®- Refers to Easenient for Fower Poles ad Vires t0 _ Exiati
brad_e_ _
secured from the Soils Engineer and City Engineer prior to the disposal 506EE recorded /14q at Bic 3105, Pg 219, OR _ - ExistKi�
tirade _ - - Signed: y a g8 ��Q`0 00119 2 ! lot
of any such material. AR
Licee Expires 3/31/0 exP.3i31roz
COMMUNITY
�F
a .
NIT. DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT _ •� ' � - LEGAL DESCRIPTION aFCAUF
Q rcc f' „'
1 7 5
A Portion of the Northwest Quarter of Section 22, Township 13 South, Range 4 West, Son Bernardino Meridian,
in the City of
Encinitas, County of San Diego, State of California. uL
, ` f Prc`e - :cr,al ? - SECTIONA -A
APN 260 -620 -22 L:
NAME DATE NAME DATE ��,4G1cD �'j.��j��� �,4 ll No Scale
43 Gi,4tz tT'
REVISIONS #M AD DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT Lks ftu B DRAIN BY cN
"'
,p
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
- E,WM /T FiN L A9� County of San Diego Benchmark No. 'SE 5 ", located
Easterly of the RR Tracks approximately 900 N'ly from PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APR Grading Plan
for 4
the Project Site. Record from "County of San Diego NowzonTa< 1 - BY; SAN ELIJO BEACH HOUSE 5 372
- G BY:
Vertical Control Data, North County. vErineAL 1' = 20' rj _' C _G,g � J DAX 2S CITY ENMIUR
Elevation: 100.6 Datum: MSL NAME DATE BRIAN DONALD, RCE 26175 DAIS �-Z -98 DALE fo -1- 1 118 TPM97.274 San
Elio Avenue, Cardiff
License Expires 3/31/98 !YORK PROJECT NO. SHEET i OF i
Resource Development Corporation JN97 -033D
l
General Notes Erosion Control Notoo RAPING PLAN LandscSim Notes Work to be Done
1. All slopes shall be planted and irrigated in accordance with plans approved by the City Engineer. The Grading
consists of the following Work to be Done according to the plans, the
1. All work shall be done in accordance with these plans, the Standard 1. In case emergency work is required, contact Josh Addison at 619 - 677 -9291 -
current City of Encinitas Engineering Department Standard Specifications, the San Diego S
Specifications for Public Works Construction, the Design and Construction San Elio Avenue, Cardiff Plans shall conform to the City of
Encinitas Grading Ordinance and all adopted Landscape and Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction ,
:
Standards of the City of Encinitas, and the San Diego Area Regional 2. Equipment and workers for emergency work shall be made available at
Irrigation Standards.
Standard Drawings. Any changes or revisions therefrom shall be approved all times during the rainy season (October 1, to April 15). All necessary
Grading shall consist of the construction of all cuts and fills shown on these plans and -�
by the City Engineer prior to any request for inspection. materials shall be stockpiled on site on October 1 at convenient locations 2.
Finish Grading and Planting shall be accomlished on all slopes prior to October 1 or immediately outlined in the earthwork specifications. All grading
details shall be in accordance with
to facilitate rapid construction of temporary devices when rain is imminent. upon completion of any slopes graded between October
1 and April 15, the City of Encinitas Grading Ordinance.
2. The Soils Report entitled "Preliminary Geotechnical Investigation, Proposed Duplex,
San Elijo Avenue, Encinitas, California" prepared by A.R. Barry and 3. Devises shown on plans shall not be moved or modified without the
Legend Ito I'.eferetlCe Symbol QuatltitV
Associates, Inc. dated December 12, 1997 shall be considered as a part approval of the Engineering Inspector. NOTIFICATIONS
of this grading plan. All grading shall be done in accordance with the
recommendations and specifications contained in this report. 4, The Contractor shall restore all erosion control devies to working I.
The ex istence aid kxa
d tiai of Under Utll'Id� pI did structures Shown on these p lol<, Were ob Project Boundary
order to the satisfaction of the City Engineer after each run -off producing 3 tabled b G search of available r ds. TO the bit
of our knoWk.dge there are no existing utilities
3. Approval of this plan does not constitute approval of sizes, location and rainfall. except as shm on these plans however:
Existing Elevation
type of drainage facilities, nor of improvements within street right -Of-
ways. Separate approvals and permits for these shall be required in 5. The Contractor shall install additional erosion control measures as may to
L" The contractor is re q uired to take due ecaut nleo"'e5 to Otect BAsti Utilities Or
conjunction with improvement plans. 4 z Ionary pr Proposed Finished Elevation
1 P P be required by the City Engineer due to an incomplete grading operation �� - A structures located at the work site.
it the contr ctors respon9�ilibl to contact f0110Wkq
or unforseen circumstances which may arise.` . "> owners of said utilities or structures prior to arty excavati ,for v ification and
location 0
4 Written permission shall be obtained for any off -site grading. 1 Sit utlllties aid notification of coaYner160MOd Of WOrk: Existi
ng Contour .. °_150 -"
6. The Contractor shall be responsible and shall take necessary precautions a. Sewers - Gardaff 5mitation District (160) 633
-2180
�1
5. The Contractor shall take any necessary precautions required to protect to prevent public trespass onto areas when impounded waters create a 1
o p 9 �� Proposed New Contour
adjacent properties during grading operations. Anything damaged or hazardous condition. t �����`lN A
destroyed shall be replaced or repaired to the condition existing prior O i `1� Zr a` b. bas d Electric - W64E (800) 422
-4133
to grading. 7. All erosion control measures provided per the approved Grading Plan shall Z �t ��� t� y °m
Cut Slopes
be incorporated hereon. � c. Water - 5m Diegoito Irrigation District 060)153-6466
6. The developer shall be responsible that any monument or benchmark
which is disturbed or destro d shall be re- established and replaced N d. Te lephone - Poc Bell (800) 489 -3441
a an Flow Direction ?
Ye c 8. Graded areas around the project perimeter must drain away from the �� 8 ea.
by a Registered Civil Engineer or a Licensed Land Surveyor. face of slo at the conclusion of each work day. �" ` t� -
6" PVC ea rain Isle DS 40 ar equal
P y N. � e. Gale N ('160) 931 -'1000 :1,560 ft
Masalry Retaining Wall Std Dwg C -1 & C -5 � 7. The Contractor shall design, construct and
maintain all safety devices, 9 All removable protective devices shown shall be in place at the end of �Z f° Underground Service Alert
I- 800 - 422-4133 12 sq PVC Drain Inlet AIDS 1200 or equal 2 ea•
including shoring, and shall be responsible for conforming to all local, each working day when the five (5) day rain probability forecast exceeds
Gravel Lined Drainage Ditch � a a a 8A .1
State and Federal safety and health standards, laws and regulations. forty percent (40 %). Silt and other debris shall be removed after each
= ________
rainfall. 2. Gontracta^ Shall ratnll 0
the City Engineer's office 48 hours prior to beginning any 6" PVC Storm Drain Pipe SDR35 37 I.f.
8 Grading and equipment operating within one -half (1/2) mile of a structure � Phone: 060) 633 1'(0 ' 0
for human occupancy shall not be conducted between the hours of 5:30 10. Should germination of hydroseeded slopes fail to provide effective coverage VICINI
I / MAP
p.m. and 7:30 a.m., nor on Saturdays, Sundays and City recognized of graded slopes (90% coverage) prior to November 15, the slopes shall SGa�
3. the contractor shall 24 hours notice On Galls for inspection. Phone: (160) 633 -2110. All Work
holidays. be stabilized with punched straw installed in accordance with Section performed Without bend 5i it of inepeetKxi Will be sib)ect
to rejection and removal. EARTHWORK
35.023 of the Erosion Sediment Control Handbook of the State of California
9 No grading operations shall commence until a pre - grading meeting has Department of Conservation.
been held onsite with the following people present: City Inspector, IB(GQVatIOn 1,400 GUbI Yards n 0 GUI71G
Qr
Civil Engineer, Soils Engineer, Grading Contractor and Permittee. The B 9 0 " - 1,400 Ctible. Yards
pre - grading meeting shall be scheduled with the City at least 48 hours R/1"1 GIL Exist R/Nl ultimate R/W 5®tbacic PA
in advance by calling (760) 633 -2770. - - - - LNWI
-
p er S W 00 ENVIRONMENTAL DATA
10. Prior to hauling dirt or construction materials to any proposed
construction site within this project, the Developer shall submit 1. Steepest Existing Natural slope on-site = 15J%
to and receive approval from the City Engineer for the proposed haul t9p -- --
route. The Developer shall comply with all conditions and requirements _ '� 2. MaxaYNxn V ertiGAl Depth Of Gut
= 6 feet (IO feet qt 8asewbrltj
the City Engineer may impose with regards to the hauling operation. III 3. Maximum Vertical Depth Of FIII 0 feet
=
_ - Ito 4. Average Depth of Gut = 1,400 G.Y. x 21 / 1,000 5,F. = 55 feet
11. Upon final completion of the work under the grading permit, but prior -
to final grading approval and /or final release of security, an as- graded rt 5. Average Depth Of Fill 0 G.Y. x 21
/ 0 S.F. = 0
=
certification shall be provided stating: ' "The grading performed under � •i k 6racbec -
Permit No. has been performed in substantial conformance �_ -�_ OWNER'SCERTII'ICATE
with the approved grading plan or as shown on the attached As- Graded Plan ". &IstN AC Pdvwot -a - - --- - -- - -
This statement shall be followed by the date and signature of the TYC'ICAL SECtION I hereby certify that a Registered
Soils Engineer or Geologist has been retained to supervise over all grading activity and
Civil Engineer who certifies such grading operation. advise on the compaction and stability of the site.
I" 20' Horizontal & Vertical
gY Date
Grading Notes G� ff P� PA- J ADDISON, President RM
1 • All grading shall be observed and tested by a qualified Soils Engineer l t see Letter 0f PermisStOn Grade Offolte ! - i
I AN ELIJO LLC
or under his /her direction. He /She shall observe and test the excavation Q ;I II I I I,�j J J f P.O. Box
22562
placement and compaction of fills and backfills and compaction of trenches. W 3 t 1 i on Flle vilth the GiN Eng' J r I 1
b� � 3 .(j /I San Diego,
CA 92192
He /She shall submit soils reports as required and will determine the
.� m r 6 ! I � r f � � (619) 677 -9291
suitability of any fill material. Upon completion of grading operations Z
he /she shall state that observations and tests were made by him /her or 1111 ( / 24'SLX 12 d / Padl
under his/her supervision and that in his/her opinion, all embankments
and excavations were constructed in accordance with the approved Q 3 /o � ��• �i /f � t f i r Declaration of Responsible
Charge
exca vations are acceptable s € i ai f 29'E 6J�s o� 11 .O Pad 1 IM J J J J 0
grading plans and that all embankments and
for their intended use. - _ I hereby declare that I am the Engineer of Work for this project, that I have
exercised responsible charge over the design
' R 4 �I ° e €or �_ _ 1��ad` Ir5ltd= - Ig5f ,� 18%1 x 12'd Gravel t VIS ew a s project as defined
in Section 6703 of the Business and Professions Code, and that the design is consitent with
2• The Contractor shall properly grade all excavated surfaces to provide t}} 0. ikled � ryf current standards.
positive drainage and prevent ponding of water. He /She shall control EXi5ting RM 6ranted t0 s T°�17 ""
surface water and avoid dame 9 a to adjoining properties or to finished GI of t7ncinita5 DOG Ho. ` Erosion of 9 k4
I understand that the check of the project drawings and specifications by the City of Encinitas is confined to a review only
}T - I2 K 2 Biaggi Ho ® RM Line p _ fi m �
work on the site and shall take remedial measures to prevent erosion 1948 Recorded N`rn 1a45i�d and does not relieve
me, as Engineer of Work, of my responsiblities for project design.
of freshly graded areas until such time as permanent drainage and (♦1 I� I 3 41 Btasement FFi 101, 114• _ _ _ _
2'yQNDS D)* erosion control measures have been installed. 20' 1 0- - - - - - - - __- _ _-
RESOURCE DEVELOPMENT CORPORATION
__ - --
3• All areas to be filled shall be prepared to be filled and fill shall be v�'� i a k 5Pa41 ( I�S� // _
��� l 531 Encinitas Blvd Suite 201 ep - r ` a.
sod 1
placed in accordance with the Standard Specifications. All vegetable r12% ' fl _ 5 C 9202 2-1106
`3 `� Vv It f
9 3 c f ...J a A u
matter and objectionable material shall be removed by the Contractor 1 G.15 tr+ /% ° �� / r 9) Fox
(619) 942 -2514 $R�AU g,
1 Trench Reirfac N En
from the surface upon which the fill is to be laced. Loose fill and K - > / Wall r 3
P P p er Gi
alluvial soils shall be removed to suitable firm natural ground. The hJ Std �P // 4 N&_5
exposed soils shall be scarified to a dept h of 6 "' tv 7 ' O
7
_ _ J115P = _ _ 135 r�
and then comp 1 P/L Dote Q
to a minimum of 90 percent. It shall be the Contractor's responsibility P s pread, water and co 3 i� T - . / ;
, V J3 y o I l �
to s / ✓i /i ,2Q /i ,ti / / B • �t '` T 2 �� �"
p act the fill in strict accordance with 6 11\ 0Y, BRIAN DONALD, RCE 26175 < ✓,�{ � �� ,
�
' I I i � �'S' / ��. W � i .s ✓ ;g f'' t r.4^ qe .._.
the Specifications.
h
�'sh - License Expires 3/31/02
m r / I co
4• Cut and Fill Slopes shall be cut and trimmed to finish grade to produce b' h Eld5tllg P IM J r� - J 1 /
J r�
smooth surfaces and uniform cross sections. The slopes of excavations v J I 24 X I pat r cl r �' ) r el
r ^� sails Engineer s Certificate o
and embankments shall be shaped, planted and trimmed as directed by i!
the Engineer of Work and left in a neat and orderly condition. All stones, G� g r b Plant Drain (Ti 7 I,
A.R. Berry, a Registered Civil Engineer in the State of California, principally doing business in the field of Applied
roots and other waste matter exposed or excavation or embankment RM
slopes which ore liable to become loosened shall be removed and disposed � ® Soils Mechanics, certify that a
sampling and study of the soils conditions prevalent within this site was made by
sl
o f. opes
toe and to of all slopes shall be rounded in accordance with me or under my direction between the dates of
November 24 and December 5, 1997. One complete copy of the
the Grading ordinance �IV Pn ' J 41 �� J P� Soils Report compiled from this study, together with my recommendations,
has been submitted to the Office of the
5• All trees, brush, grass, and other objectionable material shall be collected Proposed New Retaining Wall PA City
Engineer. Futhermore, I have reviewed these Grading Plans and certify that the recommendations included in c
per Std Dog G -I the Soils Report for this project have been incorporated in the Grading Plans and Specifications.
0
piled or otherwise disposed of off the site by the Contractor so as to PLAN Isting lZetalnlrlg WOII
°
leave the areas that have been cleared with a neat and finished appearance U
free from unsightly debris. Approval of location of debris fill shall be 0 - Reffers to Easement for Polder Poles aid Vices to 1„ = 20, _
_ Existirl�6rade _ _ Signed: _
at 5D6dE recorded 2/8/
secured from the Soils Engineer and City Engineer prior to the disposal 49 $k 3105, Pg 219, OK _ _E XistUIsGNaGte _ _
_ A.R. Barry, RCE 27683 Date
of any such material. License Expires 3/31/02
a+ � o .e , r ,µa„au UJr Y4.
LEGALDE5CRIPTION L
COMMUNITY DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT �;� BRIAN d� `
E o ALn `: �m A Portion of the Northwest Quarter o
tf Section 22, Township 13 South, Range 4 West, San Bernardino Meridian, in the City of °
ho. 26175 * p
m c; V,L - Encinitas, County of Son Diego, State of California.
Professwnal
•.,........... � `R" SECTION A -A
$EC SH% ( SEE Sys /, ar¢d!F Or CA��. <'" APN 260 - 620 -22
."BtAi4,efai =,491 9e No Seale
NAME DATE NAME DATE URAMIN By I CHECKED 9f
REVSIONS APPROVED DAIS REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT APPROVALS CITY OF
ENpNITA$ ENGINEERING DEPARTMENT DRAWING N0.
REVISE REAR YARD GRADING; ADD WALL -0 - E/TM /T /N L "3 County of San Diego Benchmark No. 'SE 5 ", located PLANS PREPARED UNDER
SUPERM90N OF RECOMME APPROVED Grading Plan for C C G
ADD AAA DRAINS AND DRAIN %PE Easterly of the RR Tracks approximotdy 900 My from 1' = 26 '� ~ BY: BY: 5Z:6- 5;Y17-
/ 5AN ELIJO BEACH HOUSE 5372 "G
RENSE WORK TO BE DONE QUANIIDES the Project Site. Record from "County of San Diego HOPoZONT� CITY ENGINEER
Vertical Control Data, North County ". ,. = 20" SEE S6fT / DATE I t I g TPM 97274 San Elk Avenue Cardiff
9HEEt OF 1
Q 7 w]mCAL BRIAN DON RCE 26175 DAIS l� �Z DALE f
I '�Z_ ° Elevation: 100,6 Datum: MSL NAME DATE License Expires 3/31/98 WORK PROJECT NO.
Resource Development Corporation JN97 -0336
f