1999-5846 G (Plans) GENERAL NOTES EROSION CONTROL NOTES LANDSCAPING NOTE5 WORK TO BE DONE
The Grad consists of the following
GRADING PLAN - -_ -_ _
1. AN work shall be done in accordance with these plans, the Standard Specifications for Public 1. In case emergency work is required, contact JOSH
ADDISON, at (760) 635 -1797. 1. AN dopes shall be planted and ' ' � eel in accordance with P� approved b y the Cut Engineer. y ng Department
St andard Spe the Son Diego
Work to be Done 9 to the p lans, the
VNorks Construction, the Design and Construction Standards d the City of Encinitas, and the TPM 98 -2 Plans shall conform to the
City of Enc Grading Ordinance and all adapted landscape and current City of Encinitas Engineeri
Son Diego Area Regiorrol Standard Drawings. Any changes or revisions therefrom shall be approved 2. Equipment and workers for emergency work shall be mode
available at all times during the Irrigation Standards. Area Regional Standard Drawings, and the Standard Specifications for Public
Works Construction
by the City Engineer prior to any request for inspection. rainy seam (October 1 to April 15). AN necessary materials shall be stockpiled on site
Grading shall consist of the construction of all cuts and flis shown on these plans and
at convenient locations to facilitate rapid construction of temporary devices when LEGAL DE5CKIPTiON 2 Fin Grading and Planting
shah be aaompfidmed an d dopes prior to October 1 a immedratdy g
2 The Sala R entitled �'PRELMrMNARY GEOTECHrMCAI h1VVESTIGATION; Irma Subdivision' rain is imminent. - - - - - - -_ -- - - -- - - - - --
- -- upon completion d any slopes graded between October 1 and April 15. outlined in the earthwork specifications. AN grading details shall be in
accordance with
APN 254 - 252 - 15 t lb the City of Encinitas Grading Ordinance.
prepared by COAST GEOTECHNICAL dated July 6, 1999 shall be considered as a part of
this grading plan. AN grading shall be done in accordance with the recommendations and 3. Devices shown on pions shall not be moved or modified without
the approvd d the Engineering PARCELS 2 AND 3 OF PARCEL MAP No.18238, IN THE UTY OF ENGM�NTAS,
cations contained in this art. I COUNTY TY of SAN DIE60, 5TATE Of: CALIFO ,#% RECORDED 60M. AND NOTIFICATIONS LEGEN IT REFERENCE
5�L QUANTITY
PARCa5 A AiD B OF CITY OF ENGMA6 WWARY AD16TMENT No. 0-203
PER CERTIFICATE OF GOMP'LIANGE WORDED NOV. 30, M8 AS DOG No. 1. The existence and location of underground unity pipes and structures
shown on these plats EX6T1N6 ELEVATION
3. Approval d this plan does root constitute approval d saes, location and type d drainage facilities, 4. The Contractor shall restore all erosion control devices
to working order to the satisfaction of were obtained by a search of available records. To the best of our knowledge there are no
,
pro
nor of in vernents within strut right -of -war). Separate approvals and permits for these shall the City Engineer after each run-off producing rainfall.
existing utilities except as shown on these plans, however: PROP05M FWOEV ELEVATION
be required in conjunction with improvement plans.
5. The contractor shall install odditrond erosion control measures as may be required by the City The contractor in required to
take due precautionary measures to protect any existing utilities EXI5TTN6 CONTOUR -
4. Wdten permission shall be obtained for any elf -site grading. Engineer due to an incomplete grading operation or unforeseen circumstances which may
arise. or structures located at the work site. It is the controctor s responsibility to contact the
following owners of said utilities or structures prior to any excavation, for verification and 90LE5 AND "DIRECTION
- -
5. The Gontroctor shall take any necessary precautions required to protect odjocent properties during 6. The Contractor shall be responsible and shall take necessary
precautions to prevent location of utilities and notification of commencement of work
grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition trespass onto areas when impounded waters create a hazardous
condition GO PROP05ED 2:i CUT 5LOPE5
existing prior to grading. � a Sewers - Leuucadio County Water District (760) 753 -0155
7. AN erosion control measures provided per the approved Grading Pam shah be incorporated hereon. tti 12' DRAIN ItM_ET
1051200 3 EA.
6. The developer shall be response that any monument or benchmark which is disturbed or a b. Gas d Electric - WA (800)
422 - 4133
destroyed shall be re-established and replaced by a Registered Civil Engineer or 8. Graded seas sound the project perimeter must drain may from the
face of slope of the 6RAMI DRAINA6E DiTCH I?d x ft YtGiM LW 165 LF.
a Licensed land Surveyor conclusion of each work day. C ` c Water -San Dieguito Water District (760) 633 -2709
PROP05ED COMPACTED FILL A" 50115 Eti611M
7. The Contractor shah , constrict and maintain all safety devices, including sharing, and 9. AN removable protective devices shown shall be in place
at the end of each working day when ��� � d Telephone - Poc Bell (800) 489 -3441
shall be responsible for conforming to all Local, State and Federal Safety and health standards, the five (5) day rain probability forecast exceeds forty percent
(40X). Sit and other debris
MA_ RETAN10 WAIL STD D * 6`1 to C�-6 2,J00 50 FT
W" and regulatiom shah be removed offer each rainfall. e. Cable TV - Daniels Cable Vision (760) 931 -7000
AG PAVEMENT AND BA5E SOILS EN6MEFR :' :.; : 3,150 SOFT
8. Grating and equiprnermt operating wRhin one half (1/2) mile of a structure for human oeauponcy 10. Should germination of hydroseeded scopes fall to provide
effective coverage of graded slopes f. Underground Service Alert (800) 422 - 4133
she riot be conducted between the hours of 5:30 p.m. and 7:30 am., nor an Saturdays, Sundays (90% coverage) prior to November 15, the slopes shall be stabilized
with punched straw installed ���., • PiGG ORNB�lAY SOILS EN5 F 3,400 SOFT
and City recog ni* holidays. in accordance with Section 35023 of the Erosion Sediment Control Handbook of the State of �� 2 Contractor
shall ratify the City Engineers Office 48 hours prior to beginning any work on this
Cdifoma Department of Conservation. �� �� project. Phone (760) 633 -2770 AG BERM STD D* fry
295 LF.
9. No grading operations shall commence until a pre- groding meeting has been held on -site with the
Woiq went: City or, Cirri Engineer, Soils Engineer, Gratin Contractor and �� -g � 3. The Contractor shall 24 hours
notice an calls for i Phone: 760 633 -2770.
people Pr Y kmspect 9 '� � 9� � ( ) TRENCH A0M16 CITY 5TAI0ARD 50 L.F.
Permittee. The pre -grading meeting shall be scheduled with the City at least 48 hours in advance �k` �� - NI work performed
without benefit of inspection will be subject to rejection and removal.
HYDK05EEDING NOTE5
by calling (760) 633 -2770 - - -- ` `���� 6W51ON CONTROL SWA65 6RAiiEL FILLED 500 EA.
1. Hydroseeding shall be applied to all slopes that are groded 6 (horizontal to vertical) or steeper ENVIRONMENTAL DATA
10. Prior to hauling dirt or cm*xtiori materials to any proposed canshuction site within this project, when they are EARTHWORK
the Developer shill submit to and receive approval cram the City Engineer for the proposed had 1. Steepest Existing Natural slope
on -site = 5% -_ - - -- -
route. The Developer shah comply with all conditions and requirements the City Engineer may a. Three feet or more in height in fib areas.
- �/ 2 Maximum Vertical Depth of Cut _ 3 Feet EXCAVATION - GOO WX YAR05 FILL - 600 aw YARDS
impose with regards to the howling oration. --- VICINi I I MAP - -- 3. Maximum Vertiod Depth of FIN - 4 Feet
HM/ EXPORT 0 C" YARD
b. Five feet or more in height in cut areas, unless slope is not subject to erosion due NO 5GALE 4. Average Depth of Cut
= 600 C.Y. x 27 / 29,822 S.F. = 0.5 feet EARTHWORK QUANTITY NOTE
11. Upon kd completion of the work under the grading permit, but prior to find grading approval to the erosion resistant character of the material as approved
by the City Engineer. 5 575 C.Y. Average Depth of Fib = x ,= 0.5 ft ee
arid/or d arid/or find release of seaxityi an As- Graded certification shah be provided stating: 'The grading PROJECT
� / 27 29822 S.F. THE EARTHWORK QUMNTIT>ES SHONM A801rE ARE CALCULATED FROM N E�QS'tAiG MW CONTOURS ON THE
PROJECT SITE. 1W ABOVE QUANTITIES DO NO T CONSIDER SHRINKAGE OR S1RlPPiNG OF SURFACE PL1WT MATERIALS. IT
performed under Permit No. 5846 -G has been performed in substomtid conformance with the 2 Irrigation shall maintain the moisture level of the sari at
the optimum level for the growth d
approved Grading Plan or as shown on the attached As- Graded Plan'. Thos statement shall be the hydroseeded growth.
TO BRING THE SITE TO THE FlNISNED ELEVADONS NO ON GRADING PLM V.L BE MORE THAN AiED ABOW.
followed by the date and signature of the CM Engineer who certifies such grading operation.
3. Hag mix shall consist of ail of the flowing: i T KE5P 18 CHAKGE
DECLARA ION OF N5LE 0
s
GRADING NOTES 1- Seed mix shall consist d no less thon `-
r
Y�., . i I � I hereby declare that I am the Engineer of Work for this project, that I have
emcised
T r'' ° ° ° ° ° °° ° ° ° °° responsible charge over the design of this project as defamed in Section
6703 of the
{
1. AN shah be observed and tested b a qualified Sots a urmder his/her direction. ' I " �` _ _ _ -- r ;;
Business and Prafessrorms Code, and that the a consistent with cur standards.
9 9 y a 20 I n per acre d Rose Clover b ! �
He/She shall observe and test the excavation placement and compaction of fills and bode fits b. 20 lbs. per sae d Zaro Fescue
:` �J I understand that the check of the project drawings and specifications by the City of i
and compaction of trenches. He shall subunit soils s as required and wig determine ► " r t
c. 3 lbs. acre of E Schad Ca Cdiformica t -, Encinitas is confined to a review airy and does not
relieve me, as Engineer of Work of my cr
Pa � � I I � '
the suitability of any fib material. Upon completion of grading operations he /she shall state # t ! l C
d 41b per acre of ArchMea MNefda , I " (' t /, ;� I r I r re for Prof des
that observations and tests were mode by him/her a under his/ ter supervision and that in e. 3 lbs. per acre d Alyssum (Carpet of Snow)
,� -, .� _ _
N A
his/h s an ��a�
er opinion, all embankments tions were cons accordance w
constructed in accordith the f. 1 b. acre d Dim ofcco = III " I 11 ' t , ,
71
and that all and excavations are acceptable for their Pa _ I I
approved grading p o j RESOURCE DEVELOPMENT CORPORATION a intended use. g. Items
c de, and f of this subsection may be omitted on locations where t>'ie 914 N. Coast Highway 101, Suite E area ' =' f i
" j / J l \ , ; � y � k ' t f' �,_ ,.. . � `
ti •� �, �
being hydroseeded is not visible cram either a public street or residential structures. Encnrttu, CA 92024
_ _ i - = y
'` I ( DA65 MlNltl ` .,�. R .
h. Item a d this subsection must be i iocaulated with a nitrogen fi* bocteria and applied _
u ; > (760) 942 -1106 Fax (760) 942 -2514 } f s �!"!
, (I (, - i
2. The Contractor 31d PAY grade d emeovoted surfaces to Provide positive drdnage and Prevent
dry either by dnTing a broadcast before hydroseednmg. - - _ - _
P9 voter. He/she control surface water and avoid damage to adjoining properties i. M r
t _
seed materials s be transported to the job site in unopened containers with the ,� .� j � " i __ _
1 �`' �'►�...•.r+`�Cs�.� ~
� d sishall B
a to finished wok an the site and shah take remedial measures to present erosion of freshly California Department d Food and Agriculture certification tog
attached to a _ -- - printed _ /
-<
_ s
an said containers. -- :1 '' =- ` 1' , Y ' BRIAN DONALD, RCE 26175 Dote
graded areas anti such time as permanent drainage and erosion canted meoswres have been -
instoNed. Non o - toxic weft m be added to the h at the discretion ! _ ; ; ` L'icen� Expires 3/31
/b2
of the Contractor. . ,, ,
3. AN areas to be filed shall be prepared to be filled fill shall placed in accordance with � , I , � . - � �
� - �^, r, �, ;
� � ; _. SOILS EN INFER 5 CERTiFi �
the Standard Slxcmfications. AM vegetable matter and objectionable material shall be removed 2. Type 1 muilch applied at the rate d no less than 2000
km per acre. Type 6 mulch (straw) - I ! 1
' I, Mark Burwell, o Certified Engineering Geologist n d the State Cafiforhia, and Vitfayo
Singhanet;
by the Contractor from the surface upon which the fib in to be ploced Loose fill and alluvial , -." I I '
S
may be substituted, d or part, for hydraulically "W "W fiber materid. 1Mmen straw a used
_ �'�, r o a Registered CM Engineer in the State of Cdifornio, principally doing business in the field d Appliced
soil she be removed to suitable firm ro iturd ground. The exposed sots shall be scarified to
it must be anchored to the slope by mechanically punching no less than 50% o f the straw \ :+� • . ; \ _ l !
of the sal condi P within the <
.. tractors ` I _ - h I _ Saris Mechanics, hereb cer that o �n9 and stu mum of 90 percent. It shall
be the Can �� (^
Site was made b us, or under our erection between the dotes of 21 1999 and 6 1999.
a depth of 6' and then compacted to a mini
to water and the 1'6 in strict accordance with the ions. into the sari. T { ( ` -- ; ' .� + y
'
comport Specifications. , ' ;;; i , : 1 .� � has been
rely P �+ I ', .� One complete copy of the Sob Report compiled from this study vft -�aur
�
3. Fertilim consisting of Ammonium Phosphate Sulfate, 16 -20 -0, with 15X Sulfur applied at I _ i i i
�, ? ' ; , ,, i submitted to the Office of the City Engineer. Furthermore, we hove reviewed these
Grading P1
4. Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth surfaces .b t .�
the rate of 500 On per acre. •� r� •. I i f 1 f s - certify that the recommendations included
n the Saris Report for this project hove been aced UF,
and uniform cross sections. The slopes of excavations and embankments shall be shaped, - - - ` `' ,
\` `E i n the Grading Plans and Specifications. E ` Fl p
planted and trimmed as directed by the Engineer of Work and left n a neat and orderly �_ .� s {�, -_ - -- ri , - - --
- -- ; ; 1
4: Areas to be hydroseeded she be prepared pea to
b to hydroseedn9 � - _
condition. AN stories, roots and oarble ther waste matter exposed or excavation or embankment slopes _ f I I -- -- - = -- -
- 1 - - - - - -- - -- > "' rri 2 Qg
c ' '*
- >-
• . - �..-
._ ._ �_ !/ O 2
Exp 5 3 0 --�
which are M to became loosened she be removed and disposed of. The toe and top of d Signed:
" � - -- _ �- � c i
1. Roughening the surface to be planted by any or a combination of
I I (
slopes she be rounded in accordance with the Grading Ordnance MARK
BURMEII, C.E.G 2109 (License Expires 5/31/2000} Dote
a Trade ralikirmg slopes steeper that 6:1 '� i'
AN brush and other orb enable material she be collected a otherwise " `I•-� ' - - - - - -- - - -- - -
eel
disposed of off the site b y the Contractor so as to leave the areas that hove been dearest b. Ripping areas that will rat break up using item
a above -
trees, gross, pad :: - - - -� - -- - - - - , - Q.
�
5 T� f o 70
_�� --�' -' `, ` �' �
Y ~ ~•, ( VITH AYA GHANET, R.G.E. RG.E. 2 (License Expires 12/31/2001) Date �� a * cif.
with o next and finished appearance free from unsightly debris Approval of location of debris
fill shall be secured torn the Soils Engineer and City Engineer prior to the disposal of any Z Conditioning the sots so that d is sortable for planting
laic € I i I - r (�- - " I I OWWW5 CERTIFICATE `� E '
such material. a Adjusting the surface sari moisture to provide a damp but not saturated seed bed I hereby certify
that a Registtered Soils Engineer or Geologist has been retained to supervise
N b. The addition of sari amendments, PH adjustment, leachin a sal covering s saris . timri grating oct ' y
and an the compaction and stability d the site.
COMMUNITY DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT to provide viable conditions for growth ,,•
r, ; :fir,...--- •.E��� LEUCADIA COUNTY WATER DISTRICT , ILT
ER05ION CONTROL PLAN `
REv�EIrED eY D,-NAt n - ** ��
5. Hydroseeded areas shall be maintained to provide a vigorous growth until the project is - -__ - __ - - -_ __ - -__ - - --
- - r: 261 : �' I By! i � ..� 3 + 2
NO 5GALE CI s o .; 1V� -�`�• � � , , �� ADD I SON, PRESIDENT ABM Olt
permanently landscaped or, for areas where hydroseeding is the permanent landscaping, until €ro ,r r `
the project is completed and d security released. 41 0 % r�o' NAME ATE Hermes Avenue LLC fE
NAME DATE // NAME DATE F �o , (760) 635 -1797
DAI
Approval Expirrea 2 Years after Date Sired i,
`.,�pF CA` ,.
#"m DATE s DAiE BENCH MARK SCALE ENCINITAS FlRE DEPARTMENT APPROVALS CITY OF ENgNITAS ENGINEERING
DEPARTMENT DRAIMNG N0.
9 - c� t IL• of PARCEL
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