HomeMy WebLinkAbout1993 - Grading Plan As-Builda.
I
CONSTRUCTION AMES 3.5;YBLLLKWALL W/TN
10 CONST ONE BLOCK 1116H O 55"1V/41. 3H NGPO4167- /RONFENCE
9PLA511 HALL FLUSH TO O/TCN /SOLE ON TOP if P/ER COLUMNS
TO CON57 RETAINING WALL PER DETAIL EVERY /0'
LEGENO 23. 00' ON SHEET20F2 170LF 1/AR.
PROPERTY LINE IV260/5 /6"E /55.4 3O COV,5 T. GUNNI TE COWC.(3"Tg2A:) ATM/' 2 SyqLE
V - ID ITCPI, 2 W1DE v o. s' DEEP /75 LF 72" tt`P
CONTOUR LINE
FLOW LINE
I
DAYLIGHT LINE /
T.R.W. TOP OF RETAINING w'LL
F. F. FINISH FLOOR
F.G. FINISH GRADE
F. S. FINISH SURFACE I ` \ 1 I / I I N
y
I
N
R.W. RETAINING WALL -\
S>, r^i W W
RETAINING WALL \\ \ / /
O \
ayz Do
EY.TENDED FOOTING no \ I l \ ` w w It
CUT SLOPE 2:1 MAY /
DETAIL-77 X24 DRAINAGE D.
O I \ 0/VER/ON SWAT &
FILL SLOPE 2:1 MAX
o,r,, L EI(IST. NATURAL GROUNO G
E%1ST. ELEVATION
PROPOSED ELEVATION tN
H.P. HIGH POINT
S D SUB DR41N
T F TOP OF FOMA16
rT7M! PROPO6E0 RETA/N/A/6 LN,(LL
R/W
a s
1? 0I JO/N GUNNIYE 1 \ \ N TO E)(/$
TXO00000/ / \\
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10/N GUNN/TE F$ \
CONG.
V-O/TCN Aicyf.
TO EXIST CONC. oo O
J Ikk AloEyro CONTRACTOR
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PF FLLS
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OTECNNICAL EREPORTA
MINIMUM OF' 3'
p
G/ L_?a'Jv—•• _ O / Q/
GROUND I REC E/VE
FILL SHALL BE SCA SM(F/f0 I 'IN I II i G 40.
7 O o lu .. a O V (i /
GEOTECNNPAC4
EDRrO EPOR
2"
DEPTH
PER
THEE
IlyCD Q• (1033 (/// o R,0 2/' /
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LEGAL DESCRIPTION LOT
G0,
OF TRACT 3057T,
IN
THE SITE
O' N}q N CITY OF LOS ANGELES ,
STATEOF 4 43 RIQ \ f— J— / \ \ \ \ CALIF. AS PER
MAPRECORDED S' 1 , \\ \ \_
IGA-
NCLU5 VE OF ES I
F
MAPS,
IN THE 24'0THROUGH FL -
570ArM[R4/N E
00'1.
S ,,
6 ,:.
oajNl, Ey A3 D OFFICE OF THE COUNTY RECORDER L ° CI19
E
OF SAND. MST[ Qs' 6'O9 A»C% uPf (:"JUPE Q oO PROJECT
AODRESS BiLOW v /L.
DNG GIN /jZ`
FCa y i 2500CROWFOOTLN. NOTE
TO
BE MAINTAINED BY PRIVATE COMMUNITY DIAMOND BAR, CALIF. 911(
oS U` a 1 G J 5 0 1 NATURAL GROUNO S£
ESUB-
DQAIYr
2 DE7A.
L SECTION
A -
AN.
T. 5 SECTION B-BN. 7.
5 0.1,
I1 GARAGE rl
SECTION C-C
N. T $ A47U.
TAL GRouNO ANC. SEE
DETAIL
ON SHEET 2
ivEEPNOLE6 6"
w/OE,
BLOCK
Vl&
ff 32"0.C. SECTION
D—D N.T.
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REVISIONS
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DRAWN BY GULZAR N '
DESIGNED
BY
G,
FARAH o
U CHECKED
BY, " P r°
G. FARAH gu
fl,bCDVV?
P
DATE, .SEPT 92
Zi soH EST/MATED
EARTHWORK JOB No. WF 10197
VN cur
3740r..Y. SHEET THGMAS
GUIDE PG
97A-dFILL
3000 C.Y. 4'
04/
T /NCL UOfS DYLR-E%
CAYAT/ON VICINITY MAF
NO SCALE OF 2 SHEETS J 0- r m
ee\\ W
U O
Q
W
L
2
10197 AIJ
A .30 8P3VIn . TNIAR?
UJfl
3018RiVIP
0
2 / '-
2 v, a BARS,
HEAVY A!29k1 F.N,SHFTI.p
R/W
SECTION F-F
GRADE
2
i
r COMPACTED FILL
Ot 0454R (9 24^0. C.
CONCRETE MASONRY WALL
ALL CELLS FILL SOL/O N/TN 6RO417
o
OMfr READ OIN71N
FIRST COURSE @ 32'O, C.
FOR WEEP ROLES
3
RETAINING WALL
DETAIL ..0
NO SCALE
1. ALL RETAINING WALLS, BLOCK WALL FENCE AND CHAIN LINK
FENCE SMALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST
EDITION OF THE UNIFORM BUILDING CODE, STATE LAWS AND
ORDINANCES. (1991 EO/T/ON 09 THE UBC)
2. CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90 TYPE N-
1500-2500.00 PSI).
3. MORTAR SHALL BE TYPE M OR S PER UBC TABLE 24-H, USING
PORTLAND CEMENT.
4. ALL CONCRETE BLOCK CELLS WITH RE -BARS SHALL BE SOLID
GROUTED. GROUT SHALL BE COURSE GROUT PER UBC TABLE 24-B
WITH 3/8" MAXIMUM SIZED PEA GRAVEL. MINIMUM COMPRESSIVE
STRENGTH @ 28 DAYS TO BE F'C AN 2,000.00 PSI.
5. CONCRETE FOOTING SHALL BE PLACED AGAINST UNDISTURBED
NATURAL GROUND OR PROPERLY COMPACTED FILL.
6. ALL REINFORCING STEEL SHALL BE TIED AT ALL LAPS AND
SPLICES. Fy se 40,000.00 PSI UNLESS NOTED. COMPRESSION LAP
SPLICE NOT TO BE LESS THAN 30 BAR DIAMETER.
7. PLACEMENT OF BACK FILL SHALL BE A MINIMUM OF 7 DAYS
AFTER COMPLETION OF CONSTRUCTION OF RETAINING WALL.
B. COMPACTION OF GROUND SHALL BE A MINIMUM OF 90% MAXIMUM
DRY DENSITY.
9. SUFFICIENT DRAINAGE DEVICES SHALL BE INSTALLED TO AVOID
ADDITIONAL PRESSURE ON THE RETAINING WALL DUE TO
ACCUMULATION OF FLUID.
UNGUITA13L SURF ICIAL MATERIAL
TYPICAL BENCH
TRANS
NO 5CAL
ORIGINAL
GROUND
3 BELOW BOTTOM OF
FOOTING
FINISH GRADE
UNWEATHE BF. CK OR
FILL CAP- MAY INCLUDEFIRMFOATIMATERIAL
SCARIFICATION.
RE CO M PACT 1 ON
ION (Cut -Fill) LNpT
ORIGINAL GROUND /
UNSUy TABLE SUq F/C/AL /
MA rER/AL /
UNWEA>NEREO BEDR47, ORF/qM FORMAT/ANAL MA7ER/AL
1, I
SEE DZ44/4
BELOW
FILTER MATERIAL
gIEVE SIZE 'A PA551146
00jar
7 4 - 0
fF 2 - s5-35
0 5-/5
Sr 50 0 -
a200 0-2
6 ''Dl4MFTER RERPORATEO ABPNRLT I H"
CAZf;MSC4PCA5 4L TARNATE F/L TER MATER/AL MAY are fo lS SdfK
OR ORA/N qu qRO) OR PEA 6R4,PzC OR CRUSNEO ROLK EgUIYA/L'NT
W/TN PERFORA 7/011v5 PRO AMO FILTER FABRIC /S USEO 76 M 6F
r DOWN 70 ENCLOSE 711E F/L/ER MATER/AL , FILTER FABRIC ENCAS/
NS REA F.N.g2p•OF P/PE HT OUTLET SNALL SRRPW4 OR ROCK EL/M1116117ES NEED BE AN-v
ERFORA7,FO FOR 50ce ABOUT AOS, FOR C01tTIN610615 RUN
IN EXCESS OF 500',411f B"
O/RME rER P/PE. EXISTING TYPICAL CANYON
SUBDRAIN
DETAIL 2) - *4 as
7oP Cont D SA2S YeAI -
04 CAI J2n
O.C. flaea. B CoA.IC,
Blaex A7ALL 5000 C,
FnfL d!'i'P
A'DafS 67W/OE , [Bloc
lot ?it o.
0 . - 0 BAGS f
9
COMT, WIm
1`1
0
2 T
e
2000PS,
B 28 DAVS
1404 COAAC. atADf A,
AS7H C-9C FS s I80"
PS/ Fans 226 P41
SNEXI,e a /
5 POI eon,') 0 t
too RS/ POUt fob TIMGS
AGA,N,5r ONDAS7008 SOIL. RACK
EL A/
7Et 7 DAVS U BAeS vFer,
50' 3.0
gw Ir 4 ® 24" C.C. 30, Z.5'
Bw 4 32w 0.C• 3.51 2.
8' U2 RETAINING WALL
DETAIL SOIL INFORMATION SOIL
IS PUENTE
FORMATION LATERAL RESISTANCE 350
PSF/FT MAX. LATERAL RESISTANCE
2000 PSF COEF. OF FRICTION
0.35 BOLIV. FLUID PRESSURE
30 PCF- LEVEL 43 PCF - 2:
1 SLOPE 55 PCF - 1
1/2:1 SLOPE BEARING 1500 PSF
IN FILL 2000 PSF IN
CUT ALL THE ABOVE
SOIL INFORMATION IS PER SOIL REPORT DONE BY GEOLABS -
WESTLAKE VILLAGE DATED 7/9/81 Ganerel Nob, AS.
Any tW
lfltatlonl Of or changes In aopr°vM tool approved by theNllalnp9Malso' as I 67. All aYMraln o,lots to he [...eyes for Ito W elevatlM. lads WS M AIIwn Of....... M a ...built 9"AltM DI". e. All grww $
ft.. APet haw dn,,, , iwle,, r a' 'a' '
pprlrw
kt Ina ° Nro•' •) sins. oral"'. 66. A pru.ntive program to pro Loot the ,Iopa' free patent,,I oetag. Tree burrowing ChOwnt, IItaun9g9eradN ,Y .. 1W(cJ required. under [o IMpet slop's Periodically for evlawc' purrwlnprwyntiW. A copyor {M praol cap p0,n1L and Approves real possession hoof .noA[
first olaenu or Ihe1i nbLwu moll WIRY
An axunllator far Naar retpnl. 7419(d) of a n,
poM lob Person and Avaiilable at fits at 41.11 [n, Imaa. 69. Outdnihepe suet M 'hersd crop grasp slope,. • 61' Ih' yield
E091"apr Seat SOL aftl Mpe stetes for all Valsepe mule'. 10. 7!I 106trIltlu and grading Ithln p.o. USAmant to a pa doe r P.D. ET. AII 'tore
drain Work t to 0, done under contlnmus Inspection by the Salo EnpiMea YeakYKamrepOrtGyIolPillNotes, sun M .caul,,.
nplMy to MeIWeelNgmaS&M0 Off Ice, by W F1.1, 53. Fta,l
grwlnv must be &pprpfed before 0...W,y Wed. 71, Fill ,hall
be CM,cta° throughout their full "tot to a 11.i.M or g0 pSrtanL of maNmM
dry a ... it, as mcmload by A.S.T.N. Soil Cmugcol,u A 30 a) of alldl ADS rill b4 taat 01557-78. Method •0'1 Pens. Applicable: war, of apDllcwle a fl. Locations W
also' pts to t he 6.11,11,9 l7016(,) of all 0&t
Inn M,[ be IAaw an 9rsdlM plan. Th. ntelnlnD 72, Field
dennsiit y
mnhe e edetermined a.t aap,ul. to theNllaln, tt 65. ..It data,[, Inwn antheplan$
or. at C ukad L, the 5strIct offl cl,l. 7016(1) to
the to the Obtrltt Ofllca'
Carlo.. AoutIsn9DIN -AP11.tlanAm plan Coen lee 73, Suffielmt tut. of the fill doll, '"It he We is etbMIM to ad. Sasnh pl,Z IA. danslty [
nerve/. rainytaboo.L...r&Ina9e
end os10n
cOntfol W,area to 0a sw son Lne rainy I'yan mail, be fuml[ted Ina dlnlgW nuNNr of MSc' Snellbe U f011q,aI rlar to OctoberLM orbs Ion Aon!ral decal cossowonSaloplanssea[ 6, A,t, 11 bY 1n;p Llt.r loan 1wreMY 1 andIota41Onotestforeontwo fast vertical lift. ow load In opercal. anNltien April1a. m01 b) 0n, tutrotucn logo
cMlc YAMS of ma[ertl placed. NOTE (9) One tut At the
location of the final fill slope for eon bullding sit' (lot) In each four footwrtIC11liftorportionN.rn'. IN -GRADING INSPECTIONS MUST BE MADE
BY THE CONSULTING (it) one tut ,n the vicinity of earn I"IS AS had for an faur loot GEOLOGIST, SOIL ENGINEER. vertical lift o,
portion [Moor• Sufflolwt tells of fill 'tills IMII
M May to vitrify tolls /,,so, of in, Sall properties In the de,lgnreauVaante1.11WlM tall ,... ... swill W16*0100"S66WROW. Shur S"upth'. The result of ,soh t'tin9 ,
wIl b. Incl,sd, In the reports roml'ed by ROUGH GRADING MUST BE APPROVDBY
A FINAL GEOLOGY NO fill ter lo. 7Ylaced REPORT, FINAL SOILS
ENGINEERING REPORT
PRIORTOa' Na call 'dell Los [,'not until Stripping s of vegetation, a, )„oval ofcanes t.dells, ens muen'npn of lumralnl (if any) cave Lou APPROVAL BY THE GEOLOGY SECTION. ANAS -BUILT I^+Peclw aN approved by the 144Lrtnnln&1 EnplMer. GEOLOGIC MAP MUST BE INCLUDED IN
FINAL GEOLOGY 76, No rock or similar material 9fta[er than t2 inches in dlabst r Will b, REPORT. Pflood In the fill LOSS.
ncemaw.tion, tar $,on pl,cwnt have Le.n w itted by the MptachA11.1
Engln... an$ uprovw in wfanc. by cad 4.114, be Official. FOUNDATION AND/OR WALL/POOL EXCAVATIONS
11. .caws mapernan by tna Geotacnntul Fngthev or his reapm' MUST BE INSPECTED AND APPROVED BY
THE " . '^AII a• Dreviav° Nrin° An fin .Ica Pt lo radon, roar. fit I, oar'
A myth 9... car t fee or CONSULTING GEOLOGIST, SOILS ENGINEER, PRIOR TO
aPe +straw .r than 2:1. THE PLACING OF STEEL OR CONCRETE.
nem.wl fnspectlon 0 G.1l.chnlc,l .r or his ..pone, 1. r 7e rY so, el. nt.til
shall
be
prof
o.
rin Guyon In Ir^;: I:D[tM ll [lope, In cans of 2.
1 s lies 210 ere to be con$truc by 91.1SeAt of Solt aL olmt .late ypnd N. Orapn ed nlsh lop. to slaw compar Pert µ'an[ to be loot at the outar 11 1'11 f the fine) Ilea rfxa. TheI ... A, fill 1, to enfad pr1 to let/on o 9n Dr ON. (Other construe if. [,rood MY sad an It G'IpAlt.r...dtothe >a[ISN'tian of [M place lop 1 tnai of SILOS, constt.ct Ion MtAwanaoW, "tar, .III volwt ea...t)- 1W6(&) TM Co.ta og,1 Englner
suit Plavid. suffld.nt iueettlans aurino in. epare on or N. n.t.,.l 9rouN sod the pl,,..t an$ Goepattle car the fill w be satll,pa I'll foe .on 1a being p.rrol.ed m tdafmnu with the plan AN wY)lcepb IOWA ngVlraSnta. This not dust al to for
to g in. grwing
Contractor shall ".It
the
S"teeant rail by Uettan 021 At the comp latlon of .dupe 9rasn9 REVISIONS BY m OSIX LL 0
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irl lot
Cr
wrII<tutrAHi N.
NOTES:
NOT CHECKED
GRADING SECTION) trisection SWISS s PROVIDE A MINIMUM, U BSTRU
CTED WIDTH OF 20 FEET CLEAR o.lar Graalna s'0ulrm t TO SKY, VEHICULAR AC SS TO
WITHIN 150 FEET OF ALL PORTI pa. In. peMlttM or his agent mall nOtlfy to, NndtM 011mtat St rust OF THE EXTERIOR WALL FIRE CODE
10.207. ono Perk my my in savant of npulratl tmpe[ttan' ,t Iollee,np .taps o/ the tort, MAXIMUM ALLOWABLE GRAIS20% UP
TO 150 FEET. a. initial. Man the site he, been cleared of v.,Utim any unaprovea PTIT-Am It he, he'llhe'll 1HE REQUIRED FIRE FLOWFORUBLIC
FIRE HYDRANTS THIS ILir,fi.a. bancnw or o[
nemta Omm d for fill. M fill f Nve pinPlacedpriortoml.
inspection. LOCATION IS IZ50 GALLONS PE INUTE
AT 20 PSI F i A DURAI'I ON b•yp_en.. Wan appromeat. final 0)"Atims hen eon samitanet; OF 2 HOURS, OVER AND ABOVE
M IMUM DAILY D STIC DEMAND rA aTnago terraces, swan any pun,
I.,Ullw at Ne tap of LAa slopnl am the u.teantl 1.
401-4 SoetlM 7020 me, Men VEHICULAR ACCESS n.0 3'I'
BE FROV ED AND NI 'i AIMED SERVIC'EABL-E THROUGHOUT CONSTROC'TION. received. a. Sint". wen 91w019 caw
been
IOilptotes; .11 drainage mvten Tn1f711w: lope pl,nnnv ,,scan load, vrlmtlon ryueta Iutal lvs am the es a 1 xCLEARANCEOFBRUSHANDVEGETAEGWTHWILLBEMAINTAINEDPERFIRECODE11.502
a H. N CRO WfseT WEN/S7 FH.
r6i9 X%led y 740 a 9p'e 2I
0 SUB7FLT e P,POPERT
y4 NO
SCALE SINGLE FAMILY RESIDENCE
WOOD
FRAME 5
STUCCO CONST. FIRE
RESISTIVE ASSEMBLIES FOR PROTECTION OF
OPENAS TO COMPLY WITH BUILDING CODE 4306 OR TITLE
24, 430 hydrwu Stull dews¢. 6'r4ax2i', brass or
brainct to lord C503, or approved equal. HydrazI 1
ber tpeelfSrrc., of Use, Int Angeles Councy Ordan- T{c'd 20) Uuliry Manual, Saone
4.0W .6. Steen the tha MI- BUa le 50
or X Fire
reaisuva lies. for protectt=dA=
330, W oaWly with. BLL11dNlp
Colya.543 pF
T3tle-24, S4306.
1 Exit door. still be le frog
the iduse of a key W are specyal kno+ladge affOrc. Beal 1ctI Fire
Coda 12.104, or Title 24, 5 303(c).
X Width and ought. of "it a to
omply with puldallg Coca 53304(e) of Title 24, -3303( A
Walls octal sofflta oLwaelalpetd a spare Naar
Lltetior +fairways tout era not requited oo Los snc of
BukldLp Coda 53309MI Pell be prota W ter arclou44 s requtrd for
MrMx flra- res..we cofrutc'tion. BULL $3306A or Title
24, $3305 Old. w Building addr.et ryllbeea be W the
fr rer; of III bulldiilpa and shall be vialbis old Isla from rt
frontipg the pttyarry. Sud nus is W11 t with [lair fire
Coy SE0,10g. vY Comply with Build 9 Code 51210(a)
r arding fire warning system a its detectors. %I I1P Aw,
Comply with Bu ding Code $1204 reyard' access.
we All roof Co rings shall be of
Fire Rater r Class A' or "B• uilt-up roof assembly a9
spool d in Building de 53203(e). 9f Tila rO shall
be stopped at save
ands to pre ads entry flaw or embers under the tile. x
Prove a spark arrestor in chimney of
all fire pla con ruetod with non-eom,ueeible meterlal with
op4 1n not to exceed 1/2 inch. Fire
Cod* Sll•111. REVIEWED FOR THE CITY BY: INN I,WNydow
CHARLES ABBOTT ASSOCIATES is It
plans, rlquirnd sta[
Wpta. am report,
caw Men uanRted, Enslnuered Groot Y N'oul t eb. In
Sol to the h.P.Stion
r... If., If.,, Ne suflnng official rrr NpYlu 4ndln9, report{ .cap 3tatrenta 'MII M ,v
ittu to W Mllolnp off%".) In at[ormnN Nth Section, lowWe1021. Manly Notes 0S. Ssgn pavtulon fro (Los MoUu
0q ArAWAt
of pull, mans - Con$tr.csion Division. pant[ Section), (State NfglwayOet) MrU for cmatrICtIM or grading NIN,n at.... ragaof WAS.
as, A panit to opers. In Fire Zone 4
hen M dateless free 0. FileMPerteon, prior to cemanNnp cart. Call (213) 241-2441 forInformation. . 6, Creating in future street right of soyaust
M Inspicte by the Operlesnt. Call (610) 466.3129 for I,f,MtlM, al 5ec1fe POAl loll fr. in' Carps of Engineers
0 Pertoro wort In 0. Street or rl tar, ALCM Fora AN frM the
Corps or LlgiMerS• an Obtain a CAI Ifornl. State Fish and Gen$
p.mit [o [,'.fans Perk Is Na IIuld or truer. Attach a Copy of the FluoneGeeP.rnl t. 9wla9v ens Soils Notes 69. All n[OMenmt[au{
Incimw In the .onWltnt'
s still am 9.0day r.pc, It b. cep tied sotto &N .,. • part of thegradingSpecific&tlM'. 9. Grading oWC400-1 hen be canduetad under period
to 9ed 1091. IMp.taldi Ill, 6WnLhly Inanactlsn'.part, Lv Do LLetlttoo to theEnYlnaannpGwlobamsellsSnuon. 9,. Th. Con,ulting G.olopb[ ad, approve rowh
grading by ff Ml report prior [o file apprdlll by tAe Englnurin9 Go loos
Woo Solis ""It.. TH anal report lost PCIM an Ai -aunt Gdolop,loNan. p sins lm Iry tt N 9E. IThe plans
of a se sl lie d
Irrigation sy,t. for full c.v..... of All portion, or tot slap. {n&Il be I'laensapprovedpriortoroupngr" As Aa Pprowl by the County In Sp.cwr. 1410(b)
a.
AII cut slopes over 5 feet and fill sloes
over 3 feet +MII be planted vl[n &n approved grsond cover and provided rain &nIrr[patton iYa[et u wan a pnctica t af. routs graam9. 2019(A) fa. Planting And Irri9alon plansfor slopes groatar than 20
fast In Might Suit M prepared and Nud by . A.,,srw CI.11ENi... r of LIC.W Landscape "on It., t. NOTE A DITCH TO BE CONSTRUCTEDINBEDROCHW)rH 3`
6yAlfrE PLACED
7'0 S'ABOVE OR AS RECOMMENOEO a THE
501L ENGINEER ON S/TE. NOTE; PROVISION SMALL BE ASIADE FOR
CONTR/QUTORY OPA/NAGE
Ar
ALL T/AFES 1 I CITY OF DIAMOND BARAPPROVAL7- 41ORGE NTZ
R.C.
E. DATE INTERIM CITY ENGINEER/
DIR. OF
PUBLIC WORKS III All' /9/97
DRAWN
BY, GULZAR DESIGNED BY 1 G.
FARAH
CHECKED BY, G.
W. PillTROA
SEPT
92 JOB NO.
WF I0I97
SHEET 4 2 OF r
2 SHEETS
7AZI . IRMVIR -
THIn93We 301003VIP ,
CONSTRUCT/ON NOTES 3.5 %18100(WALL W/7N
QI 79777,9778L OCK H16H OR 5"MIN. -;,Y.WROUGT /RONFENC£
27 `
SPLASH /VALL FLUSH r0 D/7C11190LF ON TOP 8 PIER COLUMNS ZO
CON5T RETAINING WALL PER DETAIL EVERY /O' G I (TYPJ LEGEND
23.00' ON SHEET Z OF Z 270LF A /NvA`' EX/
5 PROPERTY
LINE /V2 G015 l o E 155.¢ 3O CDNST, GUNN/%E CONC. (3,%NiCK _ WA E P,F. ((2_-1) zCONTOUR
LINE V-
DITCH, 2 W/DE t0.5'DEEP 175 LF 72" '1i` .".. FLOW
LINE / 1 I I R I_
nAOUNO i / _
D
OAOUNO 8 DAYLIGHT
LINE / fl °
E7AILL
DRAtr / 2 T •
R.W. TOP OF RETAINING WALL 1 \ ) MI' EF
FINISH FLOOR 2/
SECTION A -I• FG.
FINISH GRADE FS
FINISH SURFACE I I / I 1I N 6Q• -_ h R.
W RETAINING WALL % - S)- RETAINING
WALL 00 \ \ V I-- O. Z-- a,
l NATURAL
EXTENDED
FOOTiNO ^ \ F
O
J _ CUT
SLOPE 2.1 Max , DETAIL-
72 x24° ORAINACE a ON DETAIL
6R°aN0 QIVERS/
oA/ 6WALE ON
HEAT 2 FILL
SLOPE 2:1 MAX 1 01 1 ,\O OY I \ \ 35 12%/YL o° F 10428r1:- D4L F o.5 C7rAJ Y 2 2%
ra.
y..gL EXIST. NATURAL GROUND TYa I,L x
x.X ) E%IST, ELEVATION Ol O) I O \ / .
0 1
L
Tcol xx.
x PROPOSED ELEVATION O \\ /` / '
I 1 ev SEE suedeAw S.
4 DETAIL (
SHEET 2) H.
P NIGH POINT 4
1 / \ \ - S
D SUB ORAlN T
F TOP OF FOOTING l 1 \ (
jl2O) SECTION B- g N
7, s Tr1 PROPOSED RETA/NDLG WALL / ` \ ` l \ \ l / \ \ ' \ \ \ \ _
i //O 69• H/W 28`-
20'1 23' 2!' I 74'-.2d.1- 34'
I
JOIN GUNN/ E 3.5 ' couc. v-DNIL
7icN
TO
EXIST. Q•ONC \ / \r/
O,TON J \
oat 05'
M
I /
o _ } 140
72'
NC. D Tl CH \ JSN
O.LL W/TN Ip`, ` G —8
DRA AG E C ACI T O\
I
1 a r /'PA A4we Itl \ \ \ / G' I EE4Y14" Cpz NN4 ,I d
X0
p I _ 1-
I y1 \ \ \ /
O®
A\
G6 48G x)OOIZO S'LONG /
T=
ZZ•3 a c G666666
11q \ (
1
247MAX.
Q 27g" 14./ cFS DES R/5'
S.F. 171 / I I V 3• I / IOAD.< ID-
O ll ,. ,
6` ,• - o
rcy sr.°coT`Ae. E tJ /9iI / / I
Z`
r`
f
44.59)
FS/i.Tw I I M4'F: QZ!F 4, ``
0D -' a4/..
B H•S.D' , / NOTE TO I
l jr,
l
I /
1`5
O
J 5
I 7 / C /
1. FILLS SHALL
BE NEY£D 7N A MINIMUM Op ' I f5 Q II1D. \ 2•q r
O a ;2G. Q PEJF GEOT£CHNICAL
REPORT. III D G040.
7 •
O J +a •— < a V "eJ 2. GROUND
TO RECEIVE F/LL SHALL BE SCA F/ED ti p I
RECOMPAtT£D
TO 12" DEPTH PER TH I' II (103A
4 ,((////{J o MIN- Ci / GE07CCHN/CAL REPORIP 0 hV I\ i5 //-
0i/BF s
Mq •• / QR / e .l r- \
C— WNI p I \
0.
5
L \ //
I FS \ Hp 4T F141
qc
I \ UrrER
I J\
Ol
i
Ilk '
S:
QQ
it
Fb ED 0 Me SEE Nor - '9+
y _ rs, FL O BELOW E Iyi. .
za•'PS o,
A,hN 20 L. u` a \% O \ fC+ ? /' / l/0
S iJvl BE6/N BA
Yca F°DT \
0' 12.3s (
ate./ /
y G ) < \ \ \ 0
oE
5T1
n
2% '/O - J• / flu I5 8 m
10 1015 0 1
4 2 --/ '/ O
rT \\ \ \ 00 LEGAL DESCRIPTION
5
PROJECT At
LOT RAQI
s.
IY N \ \ \ \
CITY OF LOS
ARACT NGEES,STATETHE OFBITE 3 CALIF. AS
PER
MAP
RECORDED
SQ `\ —
IN BOOK 198 PAGES 51THROUGH
C \ 441NCLU51VE OF MAPS,INTHE 4.0T'
F1. OFFICE OF THECOUNTYRECORDER0
p 380. /G 1700 OF
SAND. STa.
LnOR4/N E'
o i5a31-6 'QQ. M! Ey q C. '< N 2-7- Q1 I J E .. SEE NOTE I yS'Yf WCADUTED
0 PROJECT ADDRESS BELOW I N/N. /
MCx StoPEs /C, 24'LONG T9 y 0.5IWALLENOGSu + '6i 2500
CROWFOOT lN. OPIFNN/N° Rq/N o cgi
CT Af 4/07E TC BE MAINTAINED BY PRIVATE COAAWN/TY DIAMOND BAR, CALIF. 911GS GARAGE W SECTION C -C SEE
DETAIL
ON
SHEET 2 2
N EEP HOLES G"W/
DE, f-IBLG K 1116# 32"0-
C REVISIONS BY D N pY N
Q O
N
m0
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f M
o
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U
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0-.
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WW Boa
2 Uq
b
L SECTION
D-
D
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T
Q V O OR
Wro° Jo° aWc
W Quo! Oryh
OQ IM
8 m vJ
OQ O
Li
Q{
Ua i
C7 = N i 6
DRAWN BY off°
P GAZAR
NN
1SlD3tl R DESNNIED
By G. FARAH
Vo OHEONED BYI ' I, r° G. FARAH
DATE 3EPT 92
i^ tty\ E5TIA14TED ElRTHWORK
m <
0 JOB
NO. WF 10197 f„
0 t CUT 374OC.
Y --- SHEETTHOMASGUIDEPG
974-4 PlLL
5000
C.Y. VICINITY MAP cur /
NCL UA£s °1tR•
ExcnvN n°
H I NO SCAt OF 2 y'/ SHEETS
WF101
I 'IIJ
l
3M12R3VIR
TMIR43UJB
3012R3VIR
AC
N
2 *4 BARS,
NEAV BR iO F,NISMRASA
R/W
Z 1 $
S ECTION F-F
3
RETAINING WALL
DETAIL "C
NO SCALE
GRADE
AS 4 BAR L 24 0 C
CONCRErE MASONRY WALL
ALL CELLS 1/41 50410 W/TH GROUT
OMIT HEAD JOINT IN
FIRST COURSE CA .i2'OC
FOR WEEP HOLES
1. ALL RETAINING WALLS, BLCCK WALL FENCE AND CHAIN LINK
FENCE SHALL BE
EDITION OF THE C UNIFORMCONSTRUCTED CODE,
E WITH THE LATEST
STATE LAWS AND
ORDINANCES. (1991 ED/T/O,V 0f THE UBC)
2• CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90 TYPE N-
1500-2500.00 PSI).
3. MORTAR SHALL BE TYPE M OR S PER UBC TABLE 24-H, USING
PORTLAND CEMENT.
4. ALL CONCRETE BLOCK CELLS WITH RE -BARS SHALL BE SOLIDGROUTED. GROUT SHALL BE COURSE GROUT PER UBC TABLE 24-BWITH3/8" MAXIMUM SIZED PEA GRAVEL. MINIMUM COMPRESSIVE
STRENGTH Q 28 DAYS TO BE F'C - 2,000.00 PSI.
5. CONCRETE OOTING SHALL BE
NATURAL GROUND OR PROPERLY COMPACTEDDHST UNDISTURBED FILL.
6.
ALL REINFORCING STEEL SHALL BE TIED AT ALL LAPS AND SPLICES. Fy AN 40,000.00 PS: UNLESS NOTED. COMPRESSION LAP SPLICE
NOT TO BE LESS THAN 30 BAR DIAMETER. 7.
PLACEMENT OF BACK FILL SHALL BE A MINIMUM OF 7 DAYS AFTER
COMPLETION OF CONSTRUCTION OF RETAINING WALL. 8.
COMPACTION OF GROUND SHALL BE A MINIMUM OF 90% MAXIMUM DRY
DENSITY. 9.
SUFFICIENT DRAINAGE DEVICES SHALL BE INSTALLED TO AVOID ADDITIONAL
PRESSURE ON THE RETAINING WALL DUE TO ACCUMULATION
OF FLUID, SURFICIAL
MATERIAL CO
M PAC] EO F ILL r
N )
T
J UNNEAI HE T-)
FIRM FOf 1i
TYPICAL
BENCHI ORIGINAL
GROUND"
1 3
BELOW 50770M OF r
FOOTING FINISH
GRADE 1
BEDROCK
OP. FILL
CAP - MA14 INCLUDE J
MATERIAL SCARIFICATION
Fr RECOMPACTION
TRANSAION (
Cut -Fill) LET Al
ORIGINAL
GROUND ONS
U/TAtl LE SUq F/C/AL 4f4
TER/AL Y''`
UNWEArNEREO BEDROCN OR I
I F/
Ran FORMAT/d NAL MATER/AL SEE
OETA/L aELew
FILTER
MATERIAL SIEVE
612E PASS I MG I'
g_
50 I
R5-35 0
15 050
rts00o z Ia '
D/,941E7.ERPEREORA7E0 45PN4L7 COATED
CMP, SCM 40 PYC , 405 H/
7N 511" OR 0A'1,/4, GOARO ) OR EOdI
ALENr W/TN PERFORAT/ONS TO
BE 5E7 GOWN FINAL
20 ' OF PILE AT OUTLET SNALL BE
N4W-R2RFORA7EO rOR
CONT1Nd0U5 RUN IN FX4E55 06 500'
USE g"O/AME rER RIPE EXISTING
TYPICAL
CANYON SUBDRAIN DE 42) -
e4 ® TOP CON; XO
SAB8 VeA!7 All
32e O.Q. HOerz. 8
CoA+C. Br OC.r MALL
SOLD CAO i! PCP
Anv,ES GW/
I?E, I sloe o
BAea m'
4 COI/T, - 2
C3
l
s, - ALTERNATE F/L TER MATER/AL MAY BE PEA
GRA EL OR CRN5A'EO RocR PRoelAFO
F/LTER FABR/C /S uSEO TO
Fi96'405E T/VE F/LTER MATER/AL , F/
LTER FABRIC ENC46I,416 PEA 6R4YEL
OR ROCA' ELIMINATES NEEO FOR
506A ABOOr AOS. c
c 2000 PSI 0
28 DAYS HRI. CONIC,
oeRDE A , .4VH C-9C Fs =
18000 '%I Poe .
225 AS; HE,
9R _ 15 POI BOND
V O ADD PSI Poire
roo TwGS AG.91NSr UA1DA57de8
SOIL. k
RACICH,
L AE76e 7 DAYS NO
V XO EARS VentT, 5.
0, 3. 0, Bw e y Los 24n O.C. 3.
01 2.6, B. 4 0 32, O.c. 3.
5' 2-8' 81' s+ @ 3211 O.C. 2O
RETAINING WALL DETAIL SOIL
INFORMATION SOIL
IS PUENTE FORMATION LATERAL
RESISTANCE 350 PSF/FT MAX.
LATERAL RESISTANCE 2" PSF COEF.
OF FRICTION 0.35 EOUIV.
FLUID PRESSURE 30 PCF - LEVEL 43
PCF - 2A SLOPE 55
PCF-11/2,1 SLOPE BEARING
1500 PSF IN FILL 2000
PSF IN CUT ALL
THE ABOVE SOIL INFORMATION IS PER SOIL REPORT DONE
BY GEOLABS - WESTLAKE VILLAGE DATED 7/9/8I A
6enval Notes amps
j% All .Wrote W..buS to by INM1ayb Ipr Ilr ale el a,allr. Itle W MY
or ar (Offici In Appro,N VInt" p1AnS ayat has theM $sewn on a ..built 9radllm Man. OW1d
y I& grindMM. Wilding Official. Y; SO.
All \ CA . freerAr ApnvanuvasprogramtoprotectIceslop.. free peuntisl efree 1 pr"ea
site. *cart nu. era leap. wales, MmI, and other dnthepr ANT.Ing rodents IS ragwlrsd. aver to Inspect slope periodically Bela$ 60n444
It the roupn grading ,le9a• 1020(C) mr evidence of burrowing rodents and at first 4rlden,e of hair do. rletrnc. (
hall .010y an etarminata, for their rrorAl. 9012(d) A COPY
or the grading perms era gr,dlnp AYH of In the nDProvad DltDoa{.estan
of a responsible Person and aullibla at thesite ,t all 69. Roof olNg. Wit an dlraft" fro traded slopes. ' n Liam 61. The {
Lla
Eall"4'f Wet let 10, P) Construction SAN grading within P.D. ".newnl to N on par P.A. drylMge .Late, for
all dglyde do..Ctl. P•'4• R. All storm
drain work Is in be done under continuous Itap*ctlon by the Field ENI... 1. Winely FIll No[ ItIN,
reports seal
be Aurlllld by the field EAgln"r tothelocalguidingAndSorely11,. Fill shall be cWaited throughout their full Inhnt u,.1.1. If 90 63. Final atonic
must pas perCant of mulm a dry dandily as determined 6y A.S.T.a. Sall Coou'tl. approve. paler* occuyancy
of building$ will be toed. lest OA5D-7B. IMtnod'0', scar. Ippll4ol.; star. net .,pll4"11. el w71a) sit ....Stan Is to the building official shall be uSao. 70161a) 64. Wrestlers aN
al.., of .11 nay Trots most be anew. " tam grading plea. 12 Field density 2Iw11 be determined by 4 method Acceptably W the M Idle, as. In. f.
0 I.Inp wall ..tells sn.n on to. 111.01 or. at trace" 1, tn. official. 70U A)
trading Settled- Submit
I Building plan aDpll[all" and DI" 11,11, f.a 73, 1ufll nln[ tut. or the rill soil, IMII he aged. to du.mn. trM td the District
Write. d ItY thereof. , f5. SPlr.ts
plans for Imap ,d y are nJua Su n caner - LB cool1.11lfd Vtohe'Inlnr taro
of Use, M R• ell 4lroll... 11cacao during the
rainy ..aide must ado 1prior anionic I. TM Vo51pd ferlrro 1.11 to .... on sala glen. oust a. Ins to Iwo of n.( Jetty al Una letfor
Inch two foot WrCcAI life. than MvaWgr 1 And
SaIntaitad In aP.r.01. dot ald, until April IS. AlOno teatforfacn load twat yard, of lateral pMc". NOTE IN -GRADING INSPECTIONS
MUST
BE MADE BY THE CONSULTiAIG GEOLOGIST, SOIL ENGINEER. ROUGH
GRADING MUST BE
APPROVD BY A FINAL GEOLOGY REPORT, FINAL SOILS ENGINEERING
REPORT PRIOR TO APPROVAL BY THE GEOLOGY
SECTION. AN AS -BUILT GEOLOGIC MAP MUST BE
INCLUDED IN FINAL GEOLOGY REPORT. FOUNDATION AND/OR
WALL/
POOL EXCAVATIONS MUST BE INSPECTED AND
APPROVED BY THE CONSULTING GEOLOGIST, SOILS ENGINEER,
PRIOR TO THE PLACING OF STEEL
OR CONCRETE. FIRE DEPART NT NOTES: (
N/EEAR ECKED e PROVIDE
A
MINIMUM:
U BSTRUCTED WIDTH OFLEAR TO SKY. VEHICULAR AC
SS TO WITHIN 150 FEPORTI OF THE EXTERIOR WALL
FIRE CODE 10.207. MAXIMUM ALLOWABLE GRA IS
20%UP TO 15 9 THE REQUIRED FIRE
FLOW FOR UBLIC FIRE HYTHISLOCATION IS 1250 6ALLONS PEINUTEAT2DURATIONOFaHOURS, OVER AND ABOVEMIMUMDAILDEMANDVEHICULARACCESSMUSTBEPROVECANDMSERVICEAB..E THROUGHOUT CONSTRUCTION. CLEARANCE OF BRUSH AND
VEGETA E
G WTH WILL BE MAINTAINED PER FIRE CODE 11.502
61 11. ' EXIST F- r ] CRo-av Hv
r4 x2
sutl3E
T
P.POPER7 y 4
NO `-BALE
09INGLE FAMILY RESIDENCE
WOOD
FRAME 8
STUCCO CONST. FIRE
RESISTIVE 4S9EMBLIES FOR PROTECTION OF
Ott S TO COMPLY WITH BUlDING CODE 4306 OR
TITLE t4. 3 v A hydbi Shall Seoul 6'
x4'x21!', bra" tor be=*, W mlt AYNA sL dard C503, fir
apprOved e1Du1. Bydre Ara 1 be lamb sled putt epwif c Boris
Or the Ip Argelr County Ordsn- arce , ?B34 (T1.00 20) utility
NrnJel, sm-tinn 4.o m .a. PCO'r.de a 1- NR.
f -e ppslsuve PA aw patauon aleen u - Y13_Uil
g
la the 50 or r Fire resistive lineforprotaction
Of m Cal l Mite Building CDcia_543, op Title_24,
f4306. aY Diet dmcs shall he 1e
frond fie ITA .'1thphe iW Of a key ar Any special knowledge effort. Bpi Code
53304 to) 1 PSFa Code S32.304, or Title 24, 5
33031C1. T width and height of r
exit W Comply YIN OA44 0 Code 63304(a) Or Title 24, -
33031 w, Ishii W d seiEiu ot`
tlllaloeW a aprs holder, interior etal[9rys _. Chat are rot required N bit
atC by Builela g Cob o$t39tt fhall Con pr Odc-Cad on trM anelrAdsagouedforresdsuvewLructW- Bpi 533061, or Title
24, $330504 - W Building addresses nU%"s he m-
the cress -of Jai buldi g3s- ard uMll be vai le and a
gihle, f- U=Aim BM PVGDeTY' Bag Iam6Mre dni mil t with then[
rite OWN {Lo-20d. 0 Comply with Build q Code 51210(
a) r ardiny lira warning system a No detectors. WP IRD, of Comply with Buding Code 51204 regard
access. if All roof cc rings shall be of
Fire Retard t Clean A. or -Be wilt -up roof assembly As
apeci d in Bur Wang de 53203(e). f' Tile ro
shall be stopped at eaves
ands to pre ud9 entry fla% or ember. under the tilt. c
Prov' a spark arrester in Chimney oP
all Litt pia a on rucr.d with non-COM',Uscible material
with ope n not to exceed 1/2 inch. Fire
Code 511.111. ICI Une Last At the location of the
final fill slope for each bullalnu site (let) A .Ice four feet ...tl cal
11 ft or portion the red F. Id) 060 eel In the vicinity of each.
ailmng "it for each four fdoL vertical Ilft or pe,LIIR thereof. SufflOmIt tests
of fill Son. then be made
to w.rvY cbash llanu Y Ih, 5011 prod*rtlaf wets too deign rfqulragi Inclydtng
loll tYpe nU snes, Strength$. The rvlmu of Sven testing Shall
be Included
In the reports r.aulreJ by Chap tar Ia. 7016(h) 14. NO
fill shall be Placed until etf
IPPIA9 of v49e14ti On, can wAl If unsuitable lolls,, And Intallatlon of subdrose (If any)
have been Inspect" aN approved by the Leotechnical Engineer. 75
No roes or Similar material greater Ivan :
2 Inches In diameter Will be A!.,ad In the fill unless ..... marl.Ll
Ons for such placement fie,. t-i Ica ill .d OY in a GtO1111nllel Engine.,
end approved In ,d,.... by the Building ornuAl. re..r`a`A'> s Inspection
by the
Geotachnlul
East..,
or his
repot$ Lire shall be provided ouch" .I1 fill Ml
Crnt a r Won. wrier. fills .awe a depth precar
t fes or hM or the 2:1.1 y. I
IncMctl on A W0lachrI,,l
fir or his reopens) M1tl vas sell lea Drov patio {uOdrsln Ir':'I1i [Ions76s In esc.es of 2:1 has '
Ilefir. to a construct D'lent of soli It Ciant piston ono IRA prapo:
ad n ellow ,X. ".:amen[ to be ap.r at the outor1I +al .1. rf"a. In. eves, fill 1A to
roe. art d of slope. congructlan oath" and other factor, will AdW
r.Ont IS 't) 7016A 79 1ru Ob_Ie<
nnlcg1 EnglnInr bell Provide Sufficient
Inspection, durin5 Lna d spareT on or en. heturAl ground .no
In. plesmn[ .rid la Itlm or the fill to be sALnfled teat tno ..IS
11 D.I.. p.rforeed In CcOPMRce With the elm: and APPIIUCl4 code r.gulraeant..
Ba tots note must a 81 1M pram.. contractor
bat .urll the Stoplight required
by 5.1tloe 7o21 It the [ANSI 1.tl.A of roupn
grsa Ing. GRADING SECT/Otis) }C,Cti" Meta, Reaulsr Greding Mo0rennts
B2. The PAmlttme or his agent *
All notify Ms
Bulldinp Official At lanel on, working My In advanC. or r,Qulr.d
Inspection. at following last or the Wore. A. Irnal. When the sit. has
bee cleared of
vegetation and ueDprewct TITTd it he, been u. rlfl¢a, benmled or
other Uo Prepared for fill. Na fin Shan have been placed prior to
this Inspection. 0, o_n. unen ipDrapl.p flnel elevators Mr.
been eslblllb"I Tr iT na.a ternees, scales and Demo Inf
tAl HdAt the b0 0l the sloths: and the sldteNnea rcpul red Section 7020 .eve
Man reulrea. i a. flel. Nnen grading has been Cnllpl.ted;
all dralnlyd devices To$isl led; s1 We P', an,l.pnt5unshaJ. Irrlp.tdA gltrl Installs, bib In, As -lull{ plus, rso,irld StatOnle, and
reports lure hew dave n,d. E441nu014 grads rib gedNl rprnl5 03
In Addition to
trip IRS ... tion required of
the 1101.1N Official far Stodgier Craning. reports and It.tleanb shell of submitted
to the Building official In Accordance with section$ 1020 AN 2021.
Aa,nt Net,$ 84. Secure permission free (Lot Maeles
Department of Public
works - Construction Division, ,malt Section). 15Mte highway o.Mrurnt) for
construction or grading within street right of say. as
A Mmlt to Iterate In Eire ton. 4
at M "taled ham the Fire 0*Mrbnnt prior to cp nctil. were. Call 19131
26T2441 for in to m Her. 8a Grading in future treat
right If way'eet
be impact" by the Deporumne. Cell (810) 458-3129 for onfore.tlon. B[.'
Sewn pnr0bslon rrr. the Core, of trainer. to
Perform same In 0. slrm or rover. Attach Tom 404 fruits the Cards
of Engineers. an Optaln a California Stela fish and Will, Psrelt
to part.. won is the strw or river. Attach , cry of the Fish W
Can Petals. 6a0bav Ind $0114 Notes Be. All 1.1wing Mtbn.
Included In the <onml
webs soil ." 9.01.0 repo.' mat be CWII@d with and are a part of
the grading specification$. se. grad trip oDlfitldN nWfI be Ion"mad Under
Mn"Ic geologic In .... Lien sth eonthly Inspect mil sport, le. be Iurlit" to
the Engeertng 4eol0py AN Sol a'. ton. el. Th. Consulting aa0legl,
t east .,Prove rowan grading
by final report pr lnr to era APDrovel DY the Enp lneerinp
G"IogY ono Sells Section. TO. flhel report a St Include an As -Built Geologic
Mo. Planting And Irrigation Nate. 92 ITh. plans or a
d e jl Odd
Ifrt'dtlon 5yscr for full coverage of allS portions of th. flopa. sA.H be submitted
Ina approve, prior to rough grading Approval by the County lmya,ter. 2019(b)
fig All Cut sloths over 5 fee and fill
slopes over 3 test shell 0. plant So a An opprored .round cower aN provided sped
with an Irrigation Byer +I Don " p..... I *fur roupn groat no. 7019AI MPlantingANIrrigationplansforslopegmalUthan
20 let in holV l Is prepare4 Add Signed By ..og0,tered Clrll [Ad I or IIW. WNeap. arcnluct. NOTE A DITCH TO BE CONSTRUCTED /N
SEDROCA4 W/
7H 3°
GUNITE PLACED TO 5 •ABOVE OR AS RECOMMENDED BV TNr
SOIL ENS1rVEER ON 517E NOTE: PPO ISION SNAIL BE MARE
FOR C0NT.P18E/
TORY
ORAW.A E AT ALL 77AVS REVIEWEDFOR THE CITYBY: CHARLES
ABBOTT ASSOCIATES CITY
OF DIAMOND BAR APPROVAL GEORGE
WENTZ R.C.
E. DATE INTERIM CITY ENGINEER/
DIR. OF PUBLIC WORKS K REVISIONS
BY
yt L0 D tto r. Q
N
U M
Iz
IOto
man
OD
a
OD a5CI'\<
CS
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0 OL
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3x 0
U 0fAW
04 U
LL1U SatRD
ie
aj JQ
AJ
ONh
N
JV
O41
r44
NZ
O N
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tF
LAJ
5) R
V [l2n 1C1O
W
DRAWN
BY, GULZAR DESIGNED BY
I
G. FARAH
GHEGKED
BYI G.WWIC
fsTRO DATE, SEPT 92 JOB
NO. WF 10197 SHEET 2
OF
2 SHEETS
Ri•r:
Y .wleaavin
tema3wa
301at3Vis
REVISIONS I BY
GENERAL NOTES
LEGEND 23.00' •
1) A stand-by crew for emergency work shall be available at allPROPERTYLINEN2 (o /5 /6 1554 times during the rainy season (November 1 to April 15). Ne-
cessary erialCONTOURLINE d at72convenient
t
locations) to
b
insure) thee on 1
rapidconstruction te
and p'
of eemer- FLOWLINEI
y /
gency
devices. (Responsible Person) shall be notified at 1 / 2 (24
hour phone number) in case of an emergency. DAVLICHTLINE1 \
2 T.R.W. TOP OF RETAINING WALL FG.
FINISH FLOOR 2) Erosion control devices show on this Plan may be removed or I ' - Modified as approved by the the Inspector if they interfere F.G. FINISH GRADE --- I l O
Q ` :
I; •I ( with grading operations, or if the grading operation has pro- f.s. RETAINFINISIA SURFACE I 1 \ \ I / I N 6Qa • N / „' j grassed to the point where they are no longer required. R.W, RETAINING WALL I S • b RETAINING
WALL no \ \ I Q \
3) Except as Otherwise approved by the Inspector, all devices u
shown on the plan shall be in place at the end of each work- fare -
EXTENDED
FD OTINO \ F in day or on weekends when the 5 day rain FOOTINGREVERSEDgYyprobability fore - CUT
SLOPE 2:1 MAX / \ R) - I \ PER DETAIL"C"-SHT2 0 PSI CONC. cast exceeds 40. G `
Q) FILL
SLOPE 2:1 MAX O
01 ^ `\
O CN I \ \ WWF 14) Graded areas adjacent to fill slopes located at the site peri- z, EXIST. NATURAL GROUND O - Q meter must drain away from the top of slope at the conclusion x
X.A ) EXIST. ELEVATION O \ / \
of
each working day. Z i
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xX.x PROPOSED ELEVATION (O / \ y
potential hazard 1
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5) All loose soil and debris which may create a J
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to offsite property shall be removed from the site as directed H.P. HIGH POINT (10 / / / I \ ' by the Inspector. N / DETAIL - 72/x 24• DRAINAGE LL1
a
O SDSUBORA/N / I
I / I t \ \ \ 6)
All silt and debris shall be removed from all devices within 11DIVERSIONSWAL£ 24
hours after each rainstorm or whenever directed by the In- W J rrn 20J — ' Spector. OI
7)
A guard shall be posted on the site whenever the depth of water Z a' K) inanydeviceexceedstwofeet. The device shall be drained Q L op or
pumped dry within 24 hours after each rainstorm. f7 Ip z\ \
9, S) The placement of additional devices to reduce erosion dartage Q O OI 9
within the site is left to the discretion of the Field Ergi- Z J 1Weer. J U U L> 9)
Desilt ing basins may not be removed or made inoperable bet LL - ween
November 1 and April 15 without prior approval of the O Z O Q a O \
Inspector. }
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10) The undersigned Civil Engineer will supervise erosion control v / D: = O 9NEE72/
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3 RAINY SEASON ERO,T/°N CONTROL MEASURES I/ O \ OPEN/
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3 9' F q -T INBOOK
l9S PAGES
51 TNROu4H THE STORMORAIN 6 a.5A3i,
6 4(j•DO\M/. EV EC' /O ',C. 'C iJ 2 IF 0I 19 E 380./Ep G4FICE OF 1E CO MTV R6CS, IN Rb 1 OFFICE OF THECAUNTVRECORDEROFSAND. SEE NOTE I
LS Lr6"6AouTED BELOW 7 4' PROJECT ADDRESS
AVCx sennE
u'q/C, + 24' LONG BEGIN k9( 9ENO .IN 2500 CROWFOOT LN.
OP NN/NS a+P.
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OF RW U) 10
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NOTES :
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W F r I. CONSTRUCT 6'
W. X
2. 0'FT DEPTH x 0,33 TRICK CONC. V • DITCH. 2. CONSTRUCT
4" CONCRETE DRIVEWAY
3. CONSTRUCT 424DEEP V-DIRT
BERM Q 3C U PER DETAIL SECTION B-B
LL A - n Cr 4, CONSTRUCT 4'CONCRETE SLAB
Q r_ N S. CONSTRUCT R.W. 3.
7'MAX. H. PER DETAIL"C- X W Z Y U r Q 3 04O
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7.
CONSTRUCT
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C$Ef AUTE A ON P6. 2/2) U) Y 9. CONSTRUCT 3'H,
CONC.
BLOCK WALL TO 1' Q 3 ACT AS A SPLASHWALL
10 CONSTRUCT 3"H X
4% OPEN ING WITH A c0 SPLASH SLAB PER DETAIL "
B
II CONSTRUCT 4"CONCRETE CURB
12 CONSTRUCT O.5'DEEDXS'
WI09, DIRT V• DITCH DRAWN 13 REMOVE EYI9T. CONCRETE SWALE
O. TAPIA 9s+el"'N•
ySel9• DESIGNED
5. CONAT 2'A'IDE
90,/OcEP G. FA RAH CONCREre, SWALE r,/, E5T/N4TED
EAR7H WORK
CUT . 3740 C.Y. THONAS
GUIDE P/69144 FILL . . . . .
3000 C.Y. VICINITY
MAP . c r /Nc[
ueEe 4r0A-
E'XCAWT16N PROPOSED STARTING OATS .MAY. 1969
NO SCALE PROPOSED COMPLSTION PATS
ESPY. 1949 CHECKED N. WICKSTRO DATE 2-
12-
88 JOB
NO.
SHEET I OF
2 SHEETS