2002-7680 G (Plans) GENERALNOTE5 SEWER NOTES 'WORK TO BE DONE C7KADING PLAN 1. All work shall be done In Cfanee with these plans,
the Standard SpectAcations for Pubik 1. LCWD approval of these plans does not relieve the appikarr�, private engineerof wwodl or wroaft hrrr The
Grading consists of the following Work U �Y n9 sneer after each run -oft prod the rainfall. to ix Done according fio the plans,
the
Works Construction, the Design and Constructlon Standards of the City of Encinitas, and the responsibility for the conectlon of errors and omissions discovered during or after
construction, current City of Encinitas Engineering Department Standard Specifications, the San Diego
San Diego Area Regi Standard Drawings, Any changes or revisions therefrom shall be approved L EGAL DESCRIPTION Area Regi Standard
Dr awings, and the Standard Specifications for Public Works ConstruLtron
by the City Engineer prior too any request fir inspection. 2. M and mmtnxtlon rMo t shall oanfbrrn to ft Lencadla Water Carlo LC1Mb On 517tNQARDS and
to the requirements of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) THE NORTH HALF OF LOT 14 IN BLOCK 5 OF MAP No. 1776, IN THE CITY
OF Grading shall consist of the eonstructfon of alt eats and fills shown on these plans and
2. The Soils Report VOW "PR RESIDENTIAL STRUCTURE (PARCEL 2) AND PRIVATE and the editions. REGIONAL STANDARD DRAWINGS, most current e In the event of
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, outlined in the earthwork specifications. All grading details shall be in accordance with
EASEMENT ROAD - LELAND MINOR SUBDIVISION - TPMO2 -017 -1232 HYGEIA AVENUE, conflict; the LCWD SEWER STANDARDS govern. the City of Encinitas
Grading Ordinance.
LEUCADIA, CALIFORNIA ", dated February 21, 2003, prepared by COAST GEOTECHNICAL, APN 254- 252-02
shall be coon 0dered as a Pa � part of this Grade Plan. AN grading p� �
radi shall be done In accordance with 3. OSHA Safety Orders and OSHA Confined S E R h el M its shat) be LEGEND ITEM REFERENCE
SYMBOL QUANTITY
the recommendations and i
specifi cations constained n this repoi t. followed at all times without e�eception• ti3
ti
EXISTING ELEVATION �.
g :: ;::::::::
3. Approval of this plan does not
aPR� of sesti, loca1'on and type of dtalnage faciftCles, 4. The Contractor shaft have a copy of tfie seewer motes 2. r& 3. doc,�ments on the � �, i
i s PROPOSED FINISHED ELEVATION
nor of i within street right -d- ways, Separate approvals and permits for these shall job ske at all times.
q
r . ,�k,�.. �` L 3'� �' � 'f � +' k � t.M' � yy
be required in conjunction with improvement plans.
S. The oorrtractor shall guarantee an wor k for a period of one year after the date
057ING CONTOUR
.k
4. Wri� shall be ,.r {^''4.. ,:: �.. -
any off -ft of final acceptance by LCWD and shall repair or replace any work that may prove defective °� ! �� � a
(196 �
Y ^�
M workmanship and /or materials within the one year period without expense whatsoever to LC'NID. �_� . ; ~ SIIVALES AND FLOW
DIRECTION
Pv C.: if` ' y
S. The Cbnbactor shall take any preCatlaOns required fio durtrrg s ' u t f ` `< ` ........
}}} , ; CaOMPACTED FILL AREAS SOILS
graft k9 damaged or shah be replaced or repaired fio the ooncondition 6. Prioir tb ,the oortlxachar shah secure a LCWD Pern�lt for - Mtn
ENGI
: >f �`
existing prior to grading. and shall provide a minimum of 48 hours notice to LCWD prior to � traction.
. � ON BEfV'I DETAIL, SHEET 2
EARTH 90 L.F. F.
3
t..�� { s N
6. The shall be a that or vM B disturbed or 7. A �/� ' I of this an LCWD does not a �
of the �/ of
d replaced AC PAVEMENT AND BASE SOILS • . ' • • i
destroyed shall be re- established and by a Registered CrAl Engineer or the location of, or the existence or nonexistence of, any underground utility, Pipe,
� �� ��� �� ,500 SQ FT
a licensed Land Surveyor or structure within the limits of this project :s
`> DEMO & REMOVE EMI AC DRIVEWAY 1 S. F.
_
7. The stroll design
and matrttaht all safhty de0ces, tnd�udlrrg and 8. Aft too drawings shall be by the LCWD District Engineer In $
y ON s �-- : -
shall be responsible regulations.
for conforming to all Local, State and Federal Slifer~ and health standards, writing prior to construction. a < � 4" SEINER
HOUSE LCWD '9 Na Ma. 5. 3 --
laws and :..:..., .
r
. .......:....
.................. ......... ............................ ......... ..................
9. Connections to existing sewer pipe or manholes shall only be done in the 4" SEINER LATERAL LCWD �'9 Na 5-13 - s
- s - 150 L.F.
8. Grading and equipment W trip one half (1/2) mile of a structure fbr human occupancy direct presence of the LCWD Inspector. New sewer shall not be connected
shaft not be conducted between' the hags of 5:30 p.m and 7:30 a.m., war on Saturdays, Sundays or allowed to flow too a" sewer until after final acceptance of all upstream
work by the 1" WATER SERVICE SDWD Dig No. P -2 w[}- v - V - 1 EA.
and City recognized holidays. LCWD Inspector, or as approved by the District Engineer.
VICINITY MAF
NO SCALE TRENCH RESURFACING C "OF ENCtNITAS STANDARD 30 L.F.
9. No gradhrg operations M cWnis uuntil a pr wading meeting has been held on -stile w" 10. All' Service Laterals shall be located at right angles to the sewer
main -
fbgowirrg people Pry: City inspector, Civil Engineer, Soils Engineer, Grading Contractor and unless otherwise shown as approved by LCWD on the Plans.
EARTHWOR
Permittee. The pre - grading mebtfng shag be scheduled with the City at least 48 hours in advance
by calling (760) 633 -2770 11. A 10 gage shielded copper wire shall be burled over each lateral. The wire 1EXCAVATION - 0 CUBIC
YARDS
shaft extend up to a 2" copper tag tied and soldered to the wire The tag IMPORTED DRIVEWAY FILL - 40 CUBIC; YARDS
10. Prior too hauling dirt or materials to any caonsfi�tdm site WI fitn this projam, over the sewer main shall terminate 6" above paving subgrade with finale
IMPORTED DETENTION BERM FILL - 30 CUBIC YARDS
the Developer shall submit to and receive approval from the City Engineer for the proposed haul location just below paving. The tag over the customer end of the laterals
route. The Developer shall comply with all conditions and requirements the City Engineer may shall extend above grade until connected and shall thereafter be buried at
1
Impose with regards to the hauling operation the point of connection. EARTHWORK QUANTITY NOTE
THE EARTHIMORK QUANITITIES Sli'( I ABOVE ARE CAL.aUTED FROM THE 057M GROUND CONTOURS ON THE
11. Nested
upon final can pelot of the ww ftr under the gradtrtg pentti� but prior to flrral yradh�g approval 12. All wwas and laterals shall be ba �► low Pry at and Wevvised
PROJECT SM. THE ABOVE QUANTITIES DO NOT CONSIDER SHRINKAGE, Sl'RIPPING OF SURFACE PLANT MATERIALS, THE
and/or final release of security, an As- Graded certification shall be provided stating: "The grading at the applicant/co expense prior to consideration for fiinal
REMOVAL OF ROOTS. IT IS LIKELY THAT THE QUANTITY OF IMPORTED AND COMPACTED FILL REQUIRED TO
performed under Permit No. 7 80 -G has been performed in substantial co 11 with the acceptance by LCWD. Air test shall be done after construction of all other utilities
!BRING THE GRADES ON PARCEL 2 BACK TO THE ORIGINAL ELEVATIONS WILL MORE THAN INDICATED ABOVE.
approved Grading Ilan or as shown on the attached As- Graded Pian "• This statement shall be and utility laterals
P ECLA"TION OF R EFONSIBLE CHARGE t
followed by the date and signature of the Civil Engineer who certifies such grading operation,
�► I hereby declare that I am the Engineer of Work for this project~ that I have exercised ENYROWENTAL DATA
GRADING NOTE EROSION CONTROL NOTES res ponsible charge wet the design of this project as defined in Section 6703 of the
MON" Business and Professions Code, and that the design Is consistent with current standards. 1. S teepest Existing Natural
Slope On = 3°�b
1. AN grading shag be observed and tested by a qualified Soils Engineer or under W)* direction. 1. In case emergency work is required, I
understand that the check of the project drawings and specifications by the City of 2. Maximum Vertical Depth of Cut = 0 Feet
He/She shall observe and test the excavation placement and compaction of fills and back figs 5c _40 � Encinitas is confined to a review only and
does not relieve me, as Engineer of Work of my I Maximum Vertical Depth of Fig = 1 Foot N
cm
and compaction of trenches. He/She shall submit soils reports as required and will deeteerrmine 2. Equipment and workers fbr emergency work shaft "ade aval at all
I . mes u g sibilitles for dam• 4� Average Depdrr of Cut = 0 C.Y. x 27 / 0.41 Acres x 43,560. � 0 fit
the suttabflity of any fill material. Upon completion of grading he /she shall state rainy season (October 1 to April 15). All necessary materials shall be stockpiled
on site S. Average Depth of F = 70 C.Y. x 27 / 0.41 Acres x 43,560 = 0.1 Feet �
that observations and tests were made by him /her or under his/her supervision and that in at convenient locations to facilitate rapid ' n of temporary devices when
RESOt1RCE DEVELOPMENT � � ��w crv�� ,r
his/her opinion, all embankments and excavatio were with the acco w the rain is Imminent Coast 9Y 101, �� . BRI ic
y
914 N.
approved grading plans and that all embankments and • s are acceptable for their .. ��' DONALD fi
Encinitas, CA 92024 a No. 2 6175 NOTIFICATIONS
Intended use. 3. Devices shown on plans shag not be moved or modlffed wvl0tout the apprD4 of the E�
I <�pector. � (760) 942 -1106 Fax (760) 942 -1146 * crWSC
n * 1. The existence and location of and stivc�umes shoam on these
2. The Contractor shall �
�� �i `r Y plp'� p� property► all e�aWmd surfeoes to provide pos>tiVe and pnevient
were obtained by a search records, To the best of air krrowvledge there are no z
'�� o �� �
ponding of water. He /She shall control surface water and avoid damage to adjoining properties 4. The shag restore all eroslort coirb devices to order loo
ft sacs cwt of �' OF C�t�� existing utilities except as shown on these plans„ however. z
or to finished work on the site and shall take remedial measures too P �' prevent erosion of fresh E � BRIAN DONALD, RCE 26175 Date
W
�
graded areas until such time as per TI nent drainage and erosion control measures have been license Expires 3/31/06 Tire contractor
h regt,rW to take due measures to protect any edsang utitttles =
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installed. 5. The contractor shall install addttffd erosion eo trol measures as m �ir�ed b?
may be regty the City or structures located at tine work site, It is the contractor's responsibility to contact
the
Engineer due too an incomplete grading operation or unforeseen circumstances which may arise, fngoWng owners of said utilities
or structures prior too any excavation, fbr verification and
3. All areas to be filled shah be to be filed and fill be placaee in with SOILS ENGNEEK'5 CERTIFICATE loca tion of utilities
and notification of corn maXKMMI ent of work: ,..;
the Standard Specifications, All vegetable matter and objedionable material shag be removed 6. The shall be and shall take � to IN cm it plrblk
CD I
by the Contractor from the surface upon which the fill is to be placed. Loose fill and alluvial onto areas when impounded waters creatie a hazardous condition
I, MARK BURWELL, a Registered Civil Engineer in the State of Carifbmia, doing business in the field of a Sewers - Leucadla O sty Water Dlsttrict (760) 753 -0155
d
soils shall be removed to suitable firm ritual grand. The exposed soils shag be scarified to Applied Soils Mechanics, hereby certify that a sampling
and study of the soil conditions prevalent within this b� Gas &Electric - SDG&E (800) 422 - 4133
a depth of 6" and them compacted to a minimum of 90 percent. It shall be the Contractor's 7. AN erosion conhd measumes proMded per the appr~owed Grading Plan shall be
ina>rhorated hereon, Site was made by us, or under our directlan on January 21, 2003. One complete roPY of the Soils Report compiled from this study watt our
c. Water -San Dieguito Water District (760) 633 -2709
responsibility too place spread, wft and compact the fig in strict accordance with the Specific d Tel e p hone - Pac Bell
_
has been ep (800) 489 - 3441
8. Graded areas around the p perimefieer must draln away frown the m of slope at the submitted to the Office of the City Engineer. F
, we have reviewed these Grading Plans and e. Cable TV - Daniels Cable Vlsidn (760) 931 -7000
4. Chit and fill Slopes small be cut' trfrrrrrted too 1711 IM gratin to prodtxae smooth � conclusion of each work day. certify that the
recommendations included In the original Soils Report, and all following Addendums, f, Underground Service Alert (800) 422 -4133 �
and uniform ass sections, Tine slopes of excavations and embankments shall be shaped, for this project have been incorporated in the Grading
Plans and Specifications. .
planted and trimmed as directed by the Engineer of Work and left in a neat and orderfir 9. All removable protective dieviaes sfiown shall be in ptatae at the end of each
day when `, 2. Ontractor shall notify the City Engineer's OMm 48 hours prior to beglrn�rtg any wok on this v
k condition. All stones, roots and waste matter a posed or excavation or embankment slopes the five (5) day rain
probability forecast exceeds forty percent (40%). Sift and other debris
COAST f� `o ` project. Phone: (760) 633 -2770
779 Acaderrry Drive � '
which are gable to become loosened shall be removed and disposed of. The toe and top of all shall be removed after each rainfall.
slopes shall be rounded in aocordanoe with the Grading Ordinance ,� c`
Sola B
a ead1� CA 92075 W 2109 �
60 7 eachi 2 " t` xp. 5-31 -04 - 3, Thee shaft l glv�e 24 hours tic ice m calls f br hr�peCdon. Pfrone.
(760) 633 -2770. 8 10. Should touch of slopes fill to provide efleeM coverage of graded sic�pes ) C E RTIFIED ,AIL work performed
without benefit of inspection will be subJect to rej ectlort and removaL F -
5. All trees, brush] gras4 and �er mater
obje ble ial shall be aotected.*d or other rM9e (90% coverage) prior to November 15 the slopes G Project No. P- 376013 � ENGINES RANG
* z
opeS shall be stabilized with punched straw installed � GFOLOrW w
disposed of off the site by the Contractor so as loo leave the areas that have been cleared In accordance with Section 35.023 of the Erosion Sediment Control Handbook of the
State of
with a neat and finished a free from u of location of debris California � rtrneiit of Conservation.
° �'F ,
�a
p�'arance �9� debris A p prova l �' o I LA _ �- . p.: __,... OWNERS CERTIMCATE W
fig shag be seamed from the Soils E and Engineer or to the d of - C ! 78o -
� n9 pri any
such material. MARK BURWELL, CEG 2109 Date k ,�► We hereby certify that a Registered Soils Engineer or Geologist
has been retuned W supervise over all o
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License Expires 05/31/04 grading activity and advise on the compaction and stability of the site.
COMMUNITY DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT � 2
782 rn
REVIEWED BY: REVIEWED AND APPROVED BY: � BRIAN 2 r Exp. 12 �'
• GCS.+' ��frr.•s1r�':� cc DONALD ,
cn - BEN- �14►N� -- O
L00011 N c vi175 s �� lG�� �� 1232 HYGEIA AVENUE 'attau - -r-
(i = ......= 0 � 3/to� f � -yArb 7 * L � '''q ENCINIT CA 92024 w
Professional Z
N E DA NAME DATE MERcFL1Svy DATE ��► ��- T�O AL ��
l 2 Years after Date a / ?� /•� 9 �F �� -_. -- _� -0 %i - t grt Per'" n�T cD
App OF pL \FO � Z? i - Z23 Z
w
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK 5CALE ENCIWAS FIRE DEPARTMENT as ba APPROVALS I TY OF E N C
I N I T A S ENGINEERING DEPARTMENT DRAWING NO.
ra V-' I GRADING PLAN No. 5846-6 SPIKE IN AC PAVEMENT NEAR THE CENTERLINE OF HYGEIA MM "%E UNDER SUPER1n5i0N OF RECOMMENDED APPR
GRAD NG AND EROSION CONTROL. PLAN FOR: ,
T AVENUE 19T:k NORTHERLY OF JASON STREET; DESIGNATED WA / r1 tCJ 1� iQ
V
AS PT Ha 66 "FIYG PM 003" IM THE CITY Of ENCINITAS NAD63 ) (I . f _ �L am I A
ft. BY: / I / U / ;( I
CITY ENGINEER _
CDVm POINT LIST. �� ' , Z7 a� v / ?_ 7 i
�x " Do►�W, �cE z6r�a oAte: �'.� DAM ��/�
ELEVATION 91.83 DA TUM : � 'I H YuEIA �`
N� DATE SHEET 1 OF 2
,./ i 3i�voe AVENUE
� DEVELOPMENT CORPORATION JN01 - 023B
NoText
NoText
GENEKAL NOTES SEINER NOTES WOKK TO BE DONE
- GIZAPING PLAN
The Grading consists of the following Work to be Done acoordfng to the plans, the
1. AN work shall be done in accordance with thm plans, the Standard Speelftcatlon fbr Pudic 1. im approval of these pfahs does not mN&e the appilrarnt„ pi%* engfrmeedr
of wok or oonbactor fbm - - -- current City of Encinitas Engineering Department Standard Speciflcatlon s, the San Diego
iMorks Construction, the Design and Constrvctbn Standards of the City of Encinitas, and the msponslbiHty for the correction of errors and oi, Mb , discovered during or after
construction.
Sr Yap Area Regional Strdard Drawings- Any do, or revislors d refrom shall be approved LEGAL DESCKIMON Area R egional standard
Drawings, and the Standard specifkcations nor Public: works Constnxfion
by the City Engineer Prior to any request for inspecth 2. AI► W an8ao10Uft1 murk halt coreAbrmbtlk tea wo Olb'tt ElSE9V8t STAMM and - _ - M - -
b fire � of The STANDARD SPECffICATIONS FOR PUBLIC WORKS t�NSTRUCTION ( GREB�1 BOOK) THE NORTH HALF OF LOT 141 N - BLOCK 5 OF MAP No. 1776, IN THE CITY OF
Grading shall consist of the eoristrtxtf of � cuts veld f 1'Ifs sfaverrt on these plants a!rtti
2. The Solis erititfled "PRD>M%ED RESIDENTIAL STRUCTURE (PARCEL 2) AND PRIVATE and the REGIONAL STANDARD DRAWINGS, most current editions. In the event of EYQNITAS,
COIiNTI(OF SAN DIEGO, STATE OF GALIFORNUI. outlined M the earttnwork specifications. AN grading details shalt be in a�ordance with
EASEMENT ROAD - LELAND MINOR SUBDMSION - TPMO2 -017 -1232 HYGEIA AVENUE, wifNct, the LCWD SEWER STANDARDS govern. the City of Emcnitas
Grading Ordinance.
LEUCADIA, CALFORNIA", dated February 21, 2003, prepared by COAST GEOTEO NICAL, APN 254 -252-02
LEND ITEM KEFERENCE QUANTiTY
shall be cooresidered as a pat of this Grading Plan. Al grading shall be done In accordance with I OSHA Safety Orders and OSHA Confined Space Entry lkeq h el 118 Itz
Shd be
the reoommendatiors and spedfkattors Corstahned In this report k1lowed at all times witiiotit aMtki E)M ING ELEVATION
3. d this does not aonsMIte d boon and d 4. The Ox acbm shall ha ve a of ft wow races 2.813. doannents on the
APP�el l aPProvel tYPe PROPOSED FINISHED ELEVATION
nor of improvements within street ngfit -f -ways. Separate aPpiov& and pern, lbr these shall job ske at all times. �
be requhed h cortroft i with Improvement plans. p E� r EQSTING CONTOUR
5. The oantractm s ,li quvw tee all wart fbr a period of one yr aft the date y ;
4. HAti permis.sb shall be obtal ed for any off -sRe grading. of f nal acceptance ale by LCWD and shall repair or reeptaoe any w that may prove defective
?�
s a SWALES AND FLOW DIRECTION
n ,
In sftip wabnan and/or mratenfaFs within the one year period wftih A expernse w ever hatso to LCWD. '�
S. The Gontracb shah taloe any necessary preecautlorns regt>ired t0 protect adjacent preapertlES daring COMPACTED FILL AREAS
SOILS ENGINEER
grading operath AryftV dan or destroyed shall be replaced a nepal, to the eorndltion Mw , the wntractm shall secume a LCWD PeI fbr eorr9trvctfon
adsth 9 Prior to grading. and shall provkte a minhrnnn of 48 hours notice tD LCWD prior to coWnctk n. .... .. %� 0 .......... _ , . ........ .....................
.......... ; EARTH DETENTION BERM DETAIL, SHEET 2 00 0 - y 390 Lf.
6. The developer std be r+esponsfbie Many monarnent or Mdt w >s disthrbed or 7. Approv►ai of this plan by LCWD Goes not oormstltule a rep mm of accuracy
of
AC PAVEMENT AND RISE SOILS ENGINEER 1,900 SQ Ft
destroyed shall be re- estabtislad and reptaaad by a Registered CM Engfineer or the location of, or tine exFstenoe or d, anYhY, Pte, W. s�_
a licensed Land Surveyor or structure wttimin the Nmirs of this project. sr,,rr ! DEMO & REMOVE EAST AC DRIVEWAY
.1,900 S.F.
E
7. The Contractor shall dWp, aortsbact and ntatl'rtelrt all satiety deOces, idb
ndbg sklo�Rig, and 8. AN rev5lbr fs to dl'awfi Vs shall be appr oved by the LCWD DlStritt nghneer in M" _
Shall be responsible far eonfcrmhg tD all Local, State and Federal Safety and health standards, nnrMM prior too construction. � , 4"
SEWER HOUSE CONNECTION LCWD Dwg ND. 5-13 s : i EA.
q c G c 11 J11-
laws and r+egulatiors.
4" SEVVEt LATERAL LCWD D" No. X13 - s s - 150 L.F.
9! G�rmrne or is fW w"er or � st'taii be done In ilia
8. Gradig and equipment operating within one hall (1/2) mile of a st fbr human oeaupmcy dined pi esev of the LCWD I, ispectot . New sewer shall not be con,
1" WATER SERVICE SDWD Dwg No. P-2 E v v
steal not be Cmducbed betweern the hours of 5:30 p.m. and 7:30 a.m., nor on Sah,rdays, Sundays or allowed to flaw to existing sewer until after final acceptance of all upsbeam
work by the VICNTY MAF
and City reeognted holidays. LrCWD Inspector, or as approved by the Dlsaict Engineer. NO $ME TRENCH FACTFIG CITY
OF EYmN1TAS STANDARD � 30 LF.
9. No gradhig operations shall aarmnence bred a pr"ading meeting has been fldf or s to with dk I& AM Service Latin ais shall be iced at rtgft av gives 1AD the sewer
math
klowli 9 people piesent GY Inqxxtor, Chi Bxjkw Soft EJlim , Gnft CD ntracb and unless odnerwise dvm as approved by I= on the Plans. EAKTHWOKK
Perttilttee. The pretgradhig meettng shall be scheduled with the City at Wd 48 hours In advance
by caf V (760) 633 -2770 E. Ill 10 gage SRfie+l�d apm v*e strait be bard om each brat. The mitre EXCA RTED DRIVEWAY FILL - �0
CUBIC YARNS
- 0 CUBIC YARDS
shall extend up to a 2 " copper tag tied and soldered to the wine. The tag IMPORTED
10. For tD hauling dirt or ax g action to any proposed cord mein sip vm lids pr over the sewer male shah termMate 6 " above paving subgrade with final
IMPORTED DETENTION BERM FILL - 30 CUBIC YARDS
the Developer shall submit loo and readve approval from the City Big!, im for the proposed had location just below paving. The tag over ttre customer end of the lateral
route. The Developer shall comply with all aond lions and requuh o ns,t3 the City Engineer may dW extend above grade untll connected and shall they eaftei be burled at
URWMRK Q tANM N
Rtm
impose w regards bathe hautirmy operation. the pohrt of eonrnection. N
THE EAItTHViOtK QUANITITIES SHOMIN ADM W OWlIM At01ht THE EQSTM GOtIHD MIN I DIX ON TFE
1L Upon ik W completion of the work under ttre grading pw* but prior th Brat graft app MI suers and bta aft 9t be wayne balled toll► Preoure and tekr45ed
MIECT SITE THE ABOVE QLIANTTRES DO NOT COINS M SHRINKAGE, STRIPPING OF SURFACE PLANT MATEKA S, THE
and/or tl W reuse d mol y, an As- GnW oM on shah be p mft stating: "The grading at the apptican I- Untractorrs expense prior do consideration fbr"
REMOVAL OF ROOTS. IT IS LILY THAT THE QUANTITY OF IMPORTED AND COMPACTED FILL REQUIRED TO
perbrmed under Perrrmit iMo. 7' 680 -6 has been performed in snbstantiai arrnfcxmance vvitln the soaepthnoe by 1C1ND. Air hest shall be done after amstrvctton of all other
utiflties
BRING THE GRADES ON PARCEL 2 BACK TO THE ORIGINAL ELEVATIONS WILL MORE THAN INDICATED ABOVE
approved Grading Plan or as shown on the attached As-Graded Plan This sift I n it shall be aid Laft I tera+s. DEWKATION OF KE5F0N t6i.E CHARGE
fioiowed by the date and sigriaame of the Ovil Engineer who catift such grad, operation.
i Hereby declare that I am the Engineer of Work for this project, ttnat I have okerci'9ee ENYiKONMENTAI DATA
GRADING NOTES EKOWN COMOL NM resmi lsibfe Charge mu ft design of this project as defined in section 6703 of the
-- Business and Pi ofessaors Code, and that the design Is cm ststs it with Current standards. L Nahxaf On -Site =3'16
1. Al grading stall be observed and tested by a QtsNfied Solis Enghmeer or under haft di haft L In case work Is requireed, contact BEN tRAND at (619) 733 -6368
I understand that the check of the prod drawings and sped ratio, by the Caty of L Mlaidrmntn Vertical Depth of Out = 0 Feet
WShe shall observe and test the excavations plaoemernt and aw, IpaQfon of tills and back f k End,I Is C x iff, to a review only and does
not reetieve me, as Enghvw of Work of my I >M~ Vertical Depth of Fill = 1 Foot
and eompactlon of trerndips. HWShe stroll submit sorts reports as equhed and will debennhie L "niene and wmters fbr emagerreyrrorlt SW be made avl"* at d tflmees dkn" the
raMishVes for project design. 4. Ave age Depth of Cut = 0 C.Y. x 27 / 0.41 Aa s x 43,560. = 0 fleet
the suitability of an y fi material. Upon Completions of grading operators he/she shall state nrirry season (October 1 tD April 15). AN , mcessary materials shaft be stDd#led
on site o ct v I Average Depth of Fit = 70 C.Y. x 27 / 0.41 Aces x 43,560 = 0.1 feet
that abservatiorns and bests were made by hhn/her or under Nsfier wpervls m and that in at Convenient locations to fadiRate rapid construction of ternporary devices when
t�U� D OpMyT � F,y
IsMr/tler OpIniDR, all embanlunents and a mavaWns were Corstruicted In amorda, with the win Is kmmileI BRIAN
approved grading plans and that all embankrrherrts and akcavations are aoceptabie for tt 914 N. Coast Highway 101, Sute E c, s�
14 DONALD �, NOTiSCATIONS
iriterMed use. I Dikes stioervri on exit be moved or rttodlAtd vAlllodttite approval dThe Ehginee�lig Entcinitas, G 92024 � rev.
26175 � --
(760) 942 -1105 Fax (760) 942 -1146 * +
L The 0dsbenoe and location of tmderground trtfiRy pipes and st uctm es gown on these plans
L The Contractor shall properly grade Al eocavabed stirftes W provide pmf0ae dial mW and pram! were obtained by a search
of available records. To the best of our lavwiedge there are no
pornding of water. He/She shall control wrface water and avoid damage to adjoining properties Tit f bi�aCthr' reStbr+E er+obbr► aorftrrat dbvlbes t0 workdhg Or r tR!
Ilk d of CA1.�F crating utititie� except as shown on tthese plans, however:
to fin wort finished w on the site and shall take rer, rneastmes W prevent erosbrs of f a My ere City Enghseer after each run -off producing rainfall.
a ' BRIAN DONALD, RCE 26175 Date
graded areas until such tine as penmanerst drahhaW and erosion omtd inures have been License 3/31/06 The Contractor b required loo
talz due premdtkontary I19Mes 1D pr W any 15W g ultras '
Installed. Install additlonat erasion coned nieasares �, tfte my or struxt ures located at the wok site. It is the contractces
nspon�illty to eontad the
Lnghhea due loo an hwnpiete grading operation or unforeseen dram stances which may arise. blowing owners of said utfies or
structures prior to any excavation, for valfi ation and
I N areas to be Red shall be preed to be filled and 1`1 shall be placed in acoaftme YM X5015 ENG NEEM CEMCATE location d utilities
and notification d commencement d wWort par
Ute Standard SpedAcations. AN vegetable matter and objedlonable matetfal shall be rensoved i, The 0onttaft stoop be respaRt t and sW pre m torn tD prevent puck
- - -- - -- - -
by the Cwtractor from the sufiaee upon whidn the till is to be placed. Clouse fill and alluvial fespass onto areas when impotnhded waters create a hazardous oorsd'ib'ort
I, MARK BUMWEL4 a Registered Civil Sip es in the State of Callfbmt, prindpi y doing btsirnr5s In the field of a. Sewers - leucadla
Cry Water DbM (7q 753 - 0M
sat shall be rerrnoved to suitable firm whrral ground. The exposed soils shall be srarifled to Appiled SoNs Mechanics, hereby m" that a sampffng
and study of the soil oorsditfons prevalent within tits b. Gas 6 El" Ic - SDG&E (800) 422 -4133 3
a depth of 6" and then compact d tD a minimum of 90 percent. B shall be the 7. Ig ermt ri eOntd meesuees proMded per the approved Qadig Mn sfiaf f be irncor poi ated
hereon. Ste was made by A or under our d, ecW on .lanuary 21, 2003. a Weber - San Dk7 to Water District (750) 633 -2709
resporWity b place, spread, water and eompad the fNl in strict accordance with the Spedfscftm One W I (plebe copy of the Soils Report Comp Aed from
this sh* with our rem mmendatkx , has been a Telephone - Pac Bell (800) 489 -3441 =
L Gradt areas around the project perinseter must dtalh away from the fbm of slope at the sub road loo the OA ice of the City Engineer. Furthermore,
we leave reviewed these Grading Plans and a Cable TV - Daniels Cable VMan (760) 931 -7000
4. QR and liN Slopes 5ftail be out and trimmed tollir0gradetoproduicesimMsaftes aondusion of each work day. Certify that the reeommendatfons inducted
in the original Solis Report, and all fobwhg Aft"kims, C Undegound Seviee Alert (IM 422.4133
for this project have been hwporabed In the Graft Plans and SpedflcatkX& .
aid unlfiurrrm moss sections. The slopes of eccavatias and embanlarmermts shaft be shaped, 1) G L Contractor shall no* the
City Engineer's Oft 48 hours prior tD D I A ig any wrtrit on tits
•r
pbnted and trimmed r
ed as atted by the Engirneer of Work and Idt in a neat and aftiy 9l 1111 retmovam protet�l6e dev m ft m shat be lh at the W stem t working day when
£`
C/ �..
Conduce. Al stones„ roots and other wide mbar exposed or excavation or embankment chip hie five (5) day rain probability forecast exceeds forty percent (40%). Silt and other
debris Dr�e r `�, �� b u r h �/ " � project. Plume: CM) 633- 2770 °'
wMch one Ilabk loo beeorrse loosr'r ned stroll be reertnaved and dspOSed of. The toe aid bop of all shall be reerrnoved after cads ralrrfall.
f � shy W
in accordance with the Ordhnan e � � hours rt Solana Beach, G 92075 � 2109 ��� �'.
3, p stall 24 otloe on calls for . Pimorre: 633 -2770.
rotmded
9 ) ���� E CE TIF'IED �i AN work p l'bI n without bvmft of inspection wM be subjed tD rejectbi and reen
it war lCVal.
� � � CG Pbject No. P- 376013 * ENGINEERING
S. Al traps, land, grass, and Other nraterlal Shah be oleded. pilbdor aft v fee (%% w erage Prior to November 15, the scopes shah be stabrTrzed with puind straw irnstailed
GEOLOGIST
disposed of off the ste by the Caitractor so as tD leave time areeas that have beeen cleared In am dm with Section 35.023 of the Eroslon Sediment Control Handbook of the
State of
with a neat and finished appearance free from txsightly debris Approval of Location of debris Carnramia Deparbnernt of conservation. Hof
cAt �F°p` OWNEK'S CERTiMCATE
to shall be mecvred from the Soils Eiigi,reei and City Engineer prior loo the disposal of any Signed: A Cwt too! +U GE T8 �s
such rtatei MARK BURWELL, CEG 2109 Date - We hereby certify that a Registered Soils Enoneer or Geologist has been
retorted loo supervise over all
LkUM Expires 05/31/04 �0, ` - '7 �v �` %' 9radl 9 Y acrd advtse on the aompactlon and stability of ft sibs.
COMMUNITY DEVELOPMENT DEPARTMENT STAN DIEGUITO WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT � ct vi v4, ' w 782
REVEMM BY: REVIEWM Arm APPROVED BY: O BRIAN �y cr Exp. 12-31-05
] �' 3
LCw� D, f t.►.1r f�: sue► W DONALD ��. .� � LE AND
�
1 No. 26175 X s G'F P 1232 KY" AVENUE
+row c.� �. O r2- ; /� j. i �t J • ,► CIVIL * � q� �rECNA ��`% ENCIIVITAS, G 92024
E DA NAME DATE E oe Fz AV DATE `��� OF C A��F� (760) 635 -3444
Approval Bcphes 2 Years after Date Signed �• � / ?� /•�` rFOF
APPROVE DATE WREN(g DATE BENCH MARK SCAt.E 9 MTA5 FM WAi;TMENT APPROVALS CITY OF E N C I N I T A S ENGINEERING
DEPARTMENT DRAWING NO.
GRADING PLAN No 5846 SIB IN AC PAVBW NEAR THE CWRUNE OF HYGEIA MM MVAKEP UFDFJC %F9E YlS OF RECOMMENDED A GRADING AND
EROSION CONTROL PLAN FOR:
MM 19YI NORT MY OF P" SnM DESIGNATED � � 7680 -G �
IS PrIt 66'IfYG PM OVINMf CITY OF BKxUAS NAM _ - QTY �� LELAND MINOR 50DIY1510N
O�ITROIPODITL6T.
n , Z• 17 �3 raw�oN�lo, zena 27 03 a.TZ� - 3 orrr,:: . s,�1�3 1232 HYGEIA AVENUE TFM 02 -017
ELEVATION 91.83 QICT[A�h P& GATE SHEET 1 OF 2
RESOURCE DEVELOPMENT CORPORATION IN01 -023B
FUTURE HOUSE
LEGEND ITEM yM50L 115 ( NOTE) 115
oOF+IPACTED FILL 110 11
0
AC PAVING ��� • �•'::::. ;; ` I05 .._.., Pn 105
r , v '.
EIQSTING CONTOUR — >so 100
EXISRNG E,.EVATION
. ..... 9S
PROPOSED FINISH SUWACE 9.EVATION
90 CUKTRUL PROPOSED FINISH GRADE SHATION , , , At MT
a Bkq- 190
AREA - wmTl I v ARIES
.ors _-- - - - - -- - -- -------------- - - - - -- - -- -- �
PIPE INVERT� 85 .5 If FIOIISE BEVATION / -- -------------------
a.o Ff �ON BEMM PM DETAIL
°^ ...� .............. - - 80
EARTH BERM
SECTION A•A
-
SURFACE FLOW DIRECTION AND SLOPE 2% � ' - W t� - JZ ONTAL & V --
ER TICAL- 75
TRENGi RESUtRFACING � _ _-___ --1 1, 1 . ;max• ..•,: " �� • •., -.." •
. r
_ ................ ............................... _......................................... ...............................
r
r PVC DITCH OUTLET PIPE
DRARtla OVER WS
DRAINAGE OVER E)aSIING + APN 25��252�2� I � APN 25.4- 252 -�29 1. . -...�.
YARD TO PRIVATE STRUT
j 1 I WS I ING SFR '7 1 • • t • .
PROPERTY LIE DRAIRIAGE MNIROL BEW co
{ _ : + Ja♦
•� it HIGfi ABOVE E)QSTING GRADE `�
' .,
r - .,
1 Ur ROCK AT PIPE 122.86 {
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GRAD1N� LAN N 5846 � x
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. {� Y OF BACK OF FFFxiSTIN HOUSE
TOP ELEVATION = 84. ak' ; ' 1, - t , '' ' I ,
1 EMS TING DRS DITCH ! ' /' / ' % j / % y '< \� x '; : =';� i •r �_ : ' • M '
i
PER GRADING PLAN No. /' / / 1 ; <. ,'`' '\r 2Y
/ SM E FA1 Y - \' , , I�llIOFF
FD�IIVDAITD� ,k 1
DQS'TING SFR 1 % /, ,' /' / /r SLAB ON STEMWALL ;� ,, r` rte. i HIGH
81.0 R I / ' / /� /L rARCEi. 1
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/ 1
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PAD 85 5 . .
l APN 264 - 252 --53 t �g
/ /� �1 c if• � � x
ITV TO i OUSE TO j l7�
:';' : t • '' ' '� �;<�` >1��� >: X s l s: ` M EiVATION BE ROUVED
1 / / % f ; • /1 F AK 2� .. • .:' �`�'�� .. , < h � UNDSt THE
A QUALFIED SOAS ENGINEER - 1 15;
,
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LANDSCAPE AM �� cam. o '� `� Q i _ r .
PRACTICE
NOT TO ET AGAI
MoD vvrn -IOtIT :PER , -- NST:/L
-
` A PERMIT FROM THE Cf TY ENCINITAS
lOPRTY LIME DRAINAGE CON TROL BBt14 N 25 -252 1 �
x V HIGH ABOVE EXISTING GRADE ` 9,, ? ; : { .�' :' +" v►
.. .,' •' ,
DQSTIIVG SFR
APN 264-252147
NM KEGARDING FL'ITUKE NM HOME:
NO NEW HOME 3 PROPOSED WITH THIS GRADING PLAN AND PERMIT. THE RnW NEW 0I(r0 WE � M OF �
ONM
HOME 3 SH FOR THE PURPaSES OF PREPARING THE SITE FOR THE ooNSrRUCTION a ®aE E rr
OF A FUTURE HOME. PAD ELEVATIONS AND DRAINAGE DETAILS AROUND THE HOME ARE LEVEL TOP B� S PLC
TO BE AS PART OF THIS PERMI ONEREXCAVATIDiN AND RECOMPACTION apR AII "T GiuoE srn awG P� �t PVMT 2:1 Fal
9APE
#`_`� #`-
5 1T E R A1 A AN SmD �S �� « # � �� j v
__ -- -- _ I� �1
OF
THE FOUNDATIONAL SOILS THAT MAY BE RETIRED BY THE SOAS ENGINEER SHALL ® ` M — — — — — — — -
,
r AC m e m II am GAP BE t NE81 d�S ODMPACr�
BE EXTENDED TO 5 FEET BEYOND THE BUILDING SETBACK LINES. FINISH GRADES SHAM RUNOFF - — — _ — — — - — — ::: _ ---
iT
. �P F DQSRNG Ma90MR1' wAtt-- � � •
BE CONSTRUCTED AS SHOWN TO CREATE THE FINAL DRAINAGE THIS WORK IS To ACTS AS SPIILwAY SCAB• 1 = 10' �y� BRIAN ��y� PVMT a er�E
�` AC PVMT a mm GRAtiE
ea,
DONE UNCER THE SUPERVISION OF THE SOILS ENGINEHR AND INSPECTION BY THE PROJECT 3 U'I'Bt5 OF GifA�EL d9f� � DONALD
ENGINEER AND CITY ENGINEERING DEPT INSPECTOR 50 THAT NO ADDITIONAL GRADING rm Eris ovmmm o S a is a * NO �7, W 3' AC wst 6'
a II BASS
. .
cl
AND DRAINAGE PM%U 13 �� IN THE � WHEN A PERMIT IS APPLIED �YEL BAG CHECK DAM N ZI EASMENT SECTION 15-5 EASMENT SECTION A
-A DETENnON BERM
FOR. THE XCESS DRIVEWAY IN THE EASEMENT ACROSS PARCEL I IS PART OF THE WORK - 140 SCALE - - 9 ��� - NO SCALE NO
SCAL
- - -- - - - - - - - - - -
TO BE DONE THE OON5RUCTION OF THE PCC DRIVEWAY FOR THE RffURE HOME IS NOT. OF CAL E NO SCALE
REVISIM APPROVID DATE I DATE BENV(1 MARK SCALE APPROVALS CITY OF E N C I N I T A S ENGINEERING
DEPARTMENT DRAWING NO.
TPM 00-003 a xtm OF Sew DM BEiO MM Na OC 0140 LOUTED IN RN PREPUB LOW R PetvM OF RECOMI''►E1D® APPR GRADING AND EROSION
CONTROL PLAN FOR:
PARCEL MAP No. 18842 11/16/01 Tim CONCR>FTE ABUTMENT ON TW NE QW4M OF rr E -
RAILRiW BRIDGE OVER ENCRUAS BLVD XMT EAST of 1" = 1� er: �: cmr EtrG[NNEER 7680-G
„R,AY Wl o _ LELAND MINOR 5UDDIV1510N
� -"=��- � �1� we � DAB � ! �« , .,� � � !� 3 1232 HYGEiA AVENUE TPM 02 -017
aFVATmp: 77." any: . LIM SHEET 2 OF 2
RESOURCE DEVELOPMENT CORPORATION IN01 -0238