HomeMy WebLinkAboutPGP - 218 N. Lowell ENG-2020-00100 PLAN NO 21-029-21-031signed CITY OF LAKE ELSINORE PROJECT SITE
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a R
PRE CBE GRADING PLAN W �Oq".
IN THE CITY OF LA K EE LS INORE,CALIFORNLA WMMAVE
218 N.LOWELL ST.
A P N: 374-141-002
PROJECT SITE VICINIT'I AR
N.T.S.
NER/s)
LOWELL STREET 'N' DEVELOPER/S)
CUT QUANTITIES DOD[Cy] ✓GRGE AND CARMEN CACHO
FILL QUANTITIES 1,510 [CT] 118 W£LL Si
IMPORT 1,510 [OY] .1
LO£[SWORE C 92530
GRADING NOTES (619)807-6746
Q
1 Alle 1N.e c�Jpte pp ppnle AREA
tl°� in acc°raance Witt the C r of Lak EIs°ore M„nle pal t5.T2 ana° w TOTAL: 9.000 IF(0.21 AC)
el enell tie/art tnetlont actor Isnalt nott,Apc°IIlilY co!mCva�its fates Ell—'iA�nL aT 0 o90p-422-A—) �' DISTURBED: 9,e00 IF(0.21 AC) T
re qnt�48)Hours r to gr°tlmg. pO tment°t least tw our(24)Hours in otlwnce of m APN 341 l41 CA 30
N O 00292
sM1oll be nos than 2 M1anzantal to 1 verLcal,unless oMerwfs pp LOT 46 ABBREVIATED e,sM1ael b.-11 born M1own w, 4yl
ne 90R th.�e BLOCK' DESCRIPTION 1B CITYLME
seta tynaa'A-1—mine t e moaffee Itree(3)to A.S.T.M.p ELSINGRE SUBDINSIDIOM HEALDS RESUB B 0-t SST-TO tI$tmmeth1, t to to R e LOT TYPE LOT REC MAP TYPE MAP BOOK RECORDED CO
9.Fit proveaz so lsl tesb.ting°nedo9ency pna ottte vlacing of fil.scorifietl,and inzpectea by H.g-Ing inspector ontl Cl�MUN�:UKE ELSINORE
10,All I'll
pl. BASIS OF BENHINGS
eP.$9(nslM1011u-pcto n�ay No fill Stoll be vlwad n hl IMA tnot o1/2r pe PbtsIt,or m imam M1ofatnro(3) BAASSE OF BEARING IS THE LOWELL
NO 1 ET CENTERLINE
1 e I if et try0'`,o e 2R If KELLOGG STREET OF LVIELL Si BEING N 18'29'00""£
le(10')�D alas all be°minimum of 0.5 asap antl cone c etl°minimum
�`s(2r'at
11, waef5'wine abyot'tnien berm wueQefVafllentoeEongwane top of pIl fill slopes over 5'nigh GRen/NG in/FR NPF uO1F
e (100)year atom tows along iM1e top of cut slopes.
es stall be penniMatl. 4®20 GRADING SHALL BE DONE WITHIN A TOLERANCE
M1 Davalrsaper.r to SCLET"'60'
t by
c r on v r-11 be BE CONSIRUCTEDGWRHIN O.SPLANS L OF THE LOCATION
submitteL tafiM1e bulltlingtana enngineeringvaep°rtmenis pp'or to lissuance toff 01 in Penn ta.
1B.Tne soils wgmeeang meeaugoro ilea prepa,ea by BWTNWEST SOILS,IrvC.a(engineer fcoauctpnt)salsa SHOWN ON THESE PUNS.IN NO WAY DO THE
1Lt/Uptl°tee [tuna the englneeang g-Bo tnvestlg°tlon tl°tetl spar by(9e0o91c BOVE TOLERANCES RELIEVE TH£CONTRACTOR
an e s OF THE RESPONSIBILITY OF PROVIDING A
IS A s o flNISHED SURFACE THAT WILL NOT POND.
nu(r`t rel)sp
_ r 1.to=/aG g
e SOIL ENGINEER'S STATEMENT: ENGINEER'S NOTICE DECIARAIDN OFE N G I N E®F WORK
-1,( �J1e�
°"°(I)fo THE UNDERSIGNED SOILS ENGINEER,HAVE REJIEIVED THESE PUNS 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMP[RESPONSIBILITY
AND AM SABSFIED DAI THEY ARE IN Cc—NOS Wl THE FOR THE✓OB SITE COND/RONS DURING THE COURSE OF CONSTRUCTION 5
—PAT DESIGN OF THE AS SPOHN
u Prepu atlo cst g p to placement REGOMNENOAT/ONB CONTA/NED IN ttl£—1 REPORT PREPARED FOR /NCLUDING CFEtt OF ALL PERSONS AND PROPERTY.T REOUIRf I ENG/NEE�N R£
a' TED DI✓A—Y 2020 AND ANY AMENDMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO HOLD THE OWNER DESIGN OFITHEBE IMPPoVEMEN/S,l ASSUME flILLL RESPoNBIB[ET CHARGE
a eu cowhon and before b—fill of allunol,calluwol and ter,acea THEREOF I'11
CON'TEER WIN-1ERORMANY OF WORK DNIMIS PRQIECT EXCEPYING FOR SUCH DESIGN.l UNDERST D AND ACKNOWLEDGE THAT THE SIGNATURE
e D N FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. OF THESE PLANS BY!AA ENGINEERING FOR THE CITY OF LAKE ELINT—
_ 9°p °na 2. UBLIG THE RENEW OC TH£PLANS BY THE CITY OF LIKED THISRAE,PpS RENEW
RECORDS ARE INDICTED Wl THISRAPPROEAl4TE LOCATION AND f�E 1.THE OWNER OF GENERAL OMP[IAN WITH DIBTR ANDA S.D/l RDVA
BY CORDS ARE TH N AGREES NOT A DETERMINATION OF THE TECHNICL ADEQUACY OR ACCURACY[l
99 BY. OF THE DESIGN OF THE IMPROVEMENTS SUCH APPROVAL DOES NOT,
I
(i2')9one oepes5lopes ovaof�toteenwf etm(ies')f. It ne gn4 to-itionab grountl..er, THEREFORE,RELIEVE ME OF MY RESPONSIBILITY FOR TH£DESIGN OF THESE
feet I'D) REGISTRATION Nowt'- FROMM TUHEEENSTENCE OF UNDERGROUNOGIUISSES OF STSRUCSASS NO FEPOR B OFG
eat s on 11
center comb�fotionse fifteennfeet(�5')on eentera Slopesoowr tM1rea 0/CTED ON PUBLIC RECORDS INDICT£0 ON PUBLIC RECORDS OR THOSE CONSTRUCTED AT IMPPOVEM£NiS
VARIANCE WITH REGgOO��RDS.EORa2.ALL CUNOaERCROU£NO UTILITIES OR SSTRLGCRhRES.REPORTED .4 /.`/: .n 3/3 02I
oeatc(3ed °=l'ial ih e.h..aM1°II M1a ° fsfos must be usetl eatd.�ithU.B.C. PRINT NAME STM£GUlIS R gPMEAS RESC iO PROTECT NUSiILRiES OR SIRU�nRE5E5HOWN A D ANY DUE dsN..w,IY[,�.KV P
lee e 1 t e e e n II b PHONE /909)L3]0004] CONTRACTOR'S REPoNSIBIUtt TO NOTIFY LEO A.AGU/ DATE
e an mot ane g e r y °son an s o e THE OWN£RNS OFT ALL UiitlTlES OR STRUC7URES CONCERNED BEFORE STARBNC WORK.
3. ENGINEER PREP.WING THESE PUNS WILL NOT BE RESPONSIBLE FOR,OR LIABLE
11 All— hdI 11 ne oCtysAll a1-1 w M_Iion aeNty oraA- POURNS M STi�EI�ND CNANGEPNO OR UBESAPPR DAESIT H£P ALL EF NCES TO THESE
e�fo7 all ittee. SOIL ENGMEER OF ECEsso�4 4 REPAR OF THESE PUNS.
SOILS SOUMWE5i,INC.OR 54T°9�' �N � OIb 17"11S SHOWN HEREON ARE PRGViD£O FOR BONDING PURPOSES ONLY CONTRACTORS
Ane aII E ont M1e sob st tme�e� SOLS97 yIA UTA SUITE N ra (STAMP) SH4U BE REPoNSIBLE FOR VERIFl1NC ALL OUANRRES PRIOR TO BIDDING FOR CONSTRUCTION
facll tlesesnalln rovle MON,C 92324
grd
D.a3j fe EoA In
n bC o ye(O�uaing Oralnocemuoet1882 p i%flo a non. TEL(909)370-0414 --
pew rm t fnelrea am Wa a e t oaa FAK(9D9)3/D_3186 Ow
MtE
t amnrengtl etttos 11 ae°—1—of one(I)OWe top per linonetl pca,p o to mugs gees ppApp ol.
1 (3 w
et(3')o es,unless ue I°onon,matb erials,one SHEET IN
nlnonwE seo tfoB"o femb(NPOES)ofper9 Dbore9eate limn°o SHELT DESCRIPTION
ID al inau N/Awee, isc TRLE SHEET
LO
ob
easement limits. p Y P menu ore 1 to remowl of owne,s p se 3 ERROSIGN CONTROL PUN
gyy�3 2021 ENG-2020-00100
MARK REVISIONS APPR. BAT THESE PLANS HAVE BEEN REVIEWED FOR coMPunrvcE A H HE REPARED BY:LAA ENGINEERING s SOpLS ENGENEER CERTIF ELATE CffY OF LAKEE LS NORE
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND e
CrviroRUAry SE AND sP O-Aµ SFE ET
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE /� 21144 OLEANDER AVE SOILS AID cEaoclOniERccanussANCE REP.T PREPARED FOR THIS DEViiOPM TITLE S H E E T
LLyly> PERWS CA 925J0 TEL(95t)943-6042 GRADNG PLAN
4-26-2021 �/� SICALM: �N06�E?4TCN MARK: DAB JORGEANDCARMEN CACHO of SHEETS
R MON HABIB.RCE No.Bat 56 DATE d�0l lvGA-9�a11/1021 ASNOIED R - L 02 T sR4 I I 218 N.LOWELL ST. FILE N°.
CITY ENGINEER 951 43-6042 DATE EHNw/RCE63D2364C 21-029
U11 Y 11 LANE EL—It. DALE: LA K EE IS IN O R E,CA 92530
CITY OF LAKE ELSINORE
( UP
lw
PRE CSEGRADNGPLAN
IN THE CITY OF LAKEE LS IN ORE,CAUFORNIA
218 N.LOWELL ST.
AP.N 374-141-002
a � a R W1366 FINISHED -_%�--
ro G. GROUND 'CT
6 a
o 1358.E FS FILL- R L FILL 1358 oa.E FS P 80
- 135E
1355
--. 1354 _____________________
EXISTING GROUND _ _ _ ______
-.._. 4 3S1 ___________ ____—_____
1"52 SECTION - -m
13 LLL
SECTION B-B_ — — — — — 1350
1349 PRIVATE ENGINEER'S NOTES TO CONTRACTOR:
1348 1. THE EXISTENCE AND LOCH—OF ANY UNDERGROUND UTILITY PIPES
_ OR STRUCTURES SHOWN ON THESE PUNS WERE OBTAINED BY A
�- SEWCH OF AVA-1 RECORDS.THESE LOCATIONS ARE
SCACE; III` — — — — — — +34� APPROXIMATE AND SHACI BE CONFIRMED IN THE FIELD BY TN£
CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE
IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT THE
CONTRACTOR IS R£OUIFED TO LANE DUE PRECALNUMARY MEASURES
/ r To PROTECT ANY UTRITY LINES SHOW AND MY OTHER LINES NOT
OF NOT SPOM ON TPESE PLANS
IT' I 1 \ 2 ORL SAIL
UNLESS OTHERWISENNOSEMUMD.OF 20R TO STREETS DRIVE
OONNTRATCTOR LS RESPONEIBLRE TO PERFORM HI SK OWN URPoITTES Y.
yVPy I I I TAKEOFF. QUANTITIES
O^O 6�', �PV T359. 1 4, COMRACTOa AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
(T356� hE O w 'S ry5 -0 A 1K.00' O yyP' I 1 RESPONSIBILITY FOR JOB SIZE CONDITION$DURING Tn£COURSE OF
CONSTRUCTION OF TnIS PROJECT.INCLUDING SAFET'OF ALL
CON
O _ PERSONS AND PROPERLY,THAT THE REQUIREMENTS SHALL APPLY
h� 'S 4 AND SLfE CON AND NOT AL uMITEO. NORMAL WORKING HOURS;
6 yh' 1357.5E FL 358.22 + AND inE CONIRaCTOR Snat1 DEFEND,INDEMNIF1'AND Hato THE
CITY OF RIVERSIDE AND RIE ENGINEER HARMLESS FROM ANY AND
1 FL'�° ALL LA SILITY,REAL OR ALLEGED.IN CONNECTION WITH THE
O O � / 1/' I I 1 PERFORMANCE OF WORK ON Tills PR0./ECT
E
PROPERTY DESCRIPTION: TOPO cRnalrvcFPUN
A"/ 0206E AC.LOT IB TOWN OF ELSINORE LOT ib TOWN 0 ELSINORE
Lp^' 1'6 OF �1� / MB 6/302 [M ENGINEERING TOPO&
'S�, 20' O
+Ap1 i6SR4W SEC 6-APN 3l4-I4I-002
W EARTHWORK QUANTITIES SOILS ENGINEER
It B B s asournwEsr INc
M O GY LAA SUITE N.
N - - -- / / /, yI COLTOE CA 91314
1�74SOIL TEL(BOB)310-0481
AX(9D9)3]0-3156
Wc o '>; 963 2a' -- - -- c�� 2F TC —OF—
PC ASP TC CO FETE IF l SHED —TION FLOOR
O �yy1 O \y0,0 d EXISBNG CONTOUR--(160)-- FL, FLOWLINE. PAID AE[E✓ATION
CONTOUR-I60-- PL. PROPERTY LINE
} FG FINISH GROUND H.P HIGH POINT
FS FINISH SURFACE CL CENTERLINE
I OQ ycfi EXISPNG ELSO BON(100.50) R/V RIGHT OF WAY
ty;
00 6 FINISHED ELEUABON 101.50 RM RETAINING WALL
/ yyy> 7y IS 3' PEN FLL— 9 /^: \ 7 IDS TOP OF SLOP£ VO YARDNDFAITN
BOS BOTTOM OF SLOPE
28' yy9 /u GF GARAGE FLOOR CB
E"'ND eBRETURN
w 29 - GC BE
GRAD£BREAK BCR RN
IN
FIEBHYO qV�L— EC E
150.Do' FH EXISTING ON'CR££T£ RT, —T
/ W.V E WA PLL, XRTUND C£MEN CONCRETE
Am,.� TG TOP OF GRATE SN Ex.sIOEwALKO
^�� P PUNTER AREA MASONRY W LL
COORDINATE PLANS WITH ETANDAR0000 117 OF THE CITY OF + IF' F EX HOLEo HH
LAKE ELSINORE FOR MATCH OF DRIVE WAY APPROACH WS WATER SURFACE PROP.SIREEf TREE Q
CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS REQUIREMENTS PIN P sc uTlu A EMENT Dml oIN'AID"F o`wE"s -
EP EDGE OF PAVEMENT PROP.RSTREE!LIGHT]
.e..waie,a u.p.e I.izi.a 10 -SR-EXIST 6"SWEWER I- EX.Si.LIGHTSiO.
--W8--EXIST.6" TER NE EASTERLY,WESTERLY ELY,WILY
e...Iie..nu u, SOUTHERLY,NORTHERLY SLY,NLY
ROOF DRAIN CONNECTION
UNAUTHOCAL
RIZED CHANGES AND USES E
SCALE:: 1"=10'
W—F W`{2-3 202/
MARK REVISIONS APPR. LATE TMESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE PATH THE PREPARED BY:LAA ENGINEERING u SOILS ENGINEER CERTIFICATE CRYOF LAKEELSNORE
APPROPRIATE CONDITIONS OF DEVELOPMENT ANO/OR CITY AND e
COESDaunN 1—D BY ONS MDES ECCIFICA pd50 SHEET
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 20644 OLEANDER AVE -11,AND GEOLO N.RECONINI5ANCE REPORT PREPARED FOR TiISI DEVELOPN T TITLE S H E E T
PERR15 A 92570
I TEL`951�943-6oa2 1 NA a AAE GRADNG PLAN
SCALE R 4JORGEANDCARMEN CACHO °F SHEETS
R MON HABIB.RCE No.83156 DATE d�V.V XAChnO. 3/so/2O2I ASNOTE D -��2 sRaw 6, 218 N.LOWELL ST. FILE NoITY ENGINEER lEL 951 43-6042 DATECCTY OF LAKE ELSINORE DATE: TAC DN 03IN / LAKEELSNORE,CA92530 21-030
NPDES/Storm Water Pollution Notes EROSION CONTROL NOTES
TEL proj.cts tM1 require co M1e General C on Permit,me property owner is
aTblpel to a ring,th.t a CualifleddSWPPP PoctiP"SOLI(¢)°" 'NPPP evgloper 1.All erosi n control shall be in accordance wim Clt of Lake Elsinore Ordinance Nos.529,
(DEE)"I enf"o°tlps mA in lee S-PP-pp ved, - a END °r o` nfs nr o na
b m DaIIQmp 9tpr CITY OF LAKE ELSINORE DD4, uctlo site Beat MaPageme'I Pr (F.—), anearda Outline witnin
ebs r consWctian in setl meet o "�xat the Lake Elsinore Deslgn Manual e
om atrav sf For alo"``er`Dro�cts.vtM1euDropertyd oxnerf la breespona blegfo'sNY en srinogf teat BMP'a 2.The tleveloper/contractor is responsible for any di.—Irges by subcontractors.
on'structlon oo"implemented to sedlmenla an ollulanls of
dialulDed 3.In c of emergency,call R.F FAFHO (responsible
extent procticabele�ITh o P.1 m der"those sh on this plan person)al (619)807-6746 0 24-Four anon¢number).
ntl/vrlfbe nr ufanfs into¢xis tic sheets ntl/ardvnty p p Ies tlu g -A. 4.Devices to retluce erosion damage shall not be placetl m^e en emodifetl wimoul the
v pease vof c° /�� approval o/Me Oualifietl SiMPPP Developer,City Eh
gm—,tluctia on an m os 9 Dub'e y v o"vtlpcente ion tin y gil- o o' r mergency,by the person
2 For pro pcta eat v verage under tM1e"General Conalructlon Permit,the'torte W ert Pollution responsible for grading operations.
ventipn n"-,pg°;na`o°be eat p-site a d m n°blle a eat o entmive o NOTE: s.A,—mat ar <or<a and grod<tl—11 b<limrt<d to only m<p°mOn of m<a¢<mat is
III er Ou„tly bcantrol Bvarad"(RwOCBj- ana/or d' THAN r^ disturbed soil° -th—gn pnosing and scnedulinq of g-mg and Me use of temporary and
s off m ea DiecM1ar ea of mvteNaltln oah Ph e LINE
BE sary for c nstruction.The c Pslruction site shall be m Paged to rh e me exposure time of
onscfu ex°ICWh°noc eeait 9 e ana onn`w°terb(nonrmetor ter)nai 8�� L% µ�� oESI Bd Sa ME�it[ eniI�4EEE 6eCOnce disturbed,9radetl to eetlin a 3:1 ratio a tl ten 10 Meet zin Pei M1l t
ohiblted eat s authorized by an individual NPDES permittunder the t.tptewlde—.1¢Permit ��� s pOs exc 9 n/or ( ) g (emporory
nstruc,ion cliNtyt iyt� ANDIMENT r perm ent)snail be stabilizes if they will not be worked witnin 7 says.During lFe stor seaso
q �� oil slopes"shall be stabilized 24 Fours p for to a predicted storm vent.Coast tioP site Ito."be
,� ^ evegelatetl a early as feasible after soil dhoti bance antl wilhm 7-days of completion.
oa tfberal,paint tlfl eo!Ifrogm ate;foe Tl d h P Sul v era for or o¢ 7.Fill slopes at the tract perimeter must drain away from the top of the slope at lee conclusion of
atterybfluids: o rete and rel°tedscultling or rind Poldue:ifloatoble"wa`.Iles °ales fro Mqk ,{ �x eel oil slab'li t'
ine/egu eel"att bl c Ping(or singe w°op 1r m street cl "ing9 a an n °v ore
TYPICAL GRAVEL BAG DETAIL rfine oPl�aetr Snoli b< espoPSrole ana M1 SigPS Posted oP m<Sne m w agamSt Pabuo
w" - any.di::earaif arrom hespass mm or hero water N tmpoLodea`
voter runoff1p ultimate d trUl In accordance wile local.at e°tl f tler°I N.T.S 1 Dust anal(beeconti—t by wateringo i PH—melnodi approved by lee City Engineer.
DETAI A 9. Plea-11 of eevmea to ¢dace< :oP damage h.d. me aevelopment shall b.gi r. oP the
meet and vemcoieaw hmoah°Il be b.-h<d aPh eonawatia"site ana mast not b< DETAILOB ease working day
n.T.s. n.D-11ting raa idea m all drainog<mlelS mr m<graded SRe Shall be designed for a twenlY fee
m (2s)T ar x(6)h°a storm mlenarty.Thy mast be¢¢muse oP me plans.Deslgn ana speolrm
Wovy °"sport`T Tom h.eR.to streets,dro'n.g.faclTIB.a.r or nnq pr—HiR.b" Intl mendalions snvllrb submitted for the following:
olf(or`reUukce tr tl (seals,wv tlutljoi pDesilting basin IN—`based on gdrbdi-iI antl nature of oils.
Material stowage¢santl boging ar °II be eotablib—F el tank,portable to ete llcg5` 'bllstttnd a ba}'The a tent f raded ° id"tific°li0n of any temporary soil stabilization measures.
om p ° p far wa c)Slze f tlesllding l basin utle�°pipe and flow.
era sM1al s to nmvf�waays antlsflvw-linear fi ry pproved plan.
All prortvble miser M1ovenDloatic liner untlerneam wM1M1 gravel bags places on tM1e tlown-M1III side of 0 SE TE QQ B NCINO TO D)ptke eg.[hron ls.Snow m inn w II width, Idpoe of walla,percent co paction,etc.
9�" a to conloin°d N Ito LM.i A THE PosTs. )Outlet Rions from me'desRNg basin snail t e setl tlownstream limitations,with the a ceDlion
`Con trolled slrefettlw hOrgw ll or fo m pp icotion of sphall aeol coots and o y of overflow,wM1icM1 is to be designetl to provitle capocityxof 1.6 times lM1e mox mum tlesign flow.x
ALONG THE LINE GF POSTS Q ATTACK Q BA vAGT THE 12.Necessaryo materials snail be available on-site and at ro lent locations to facilitate rapid
E.P. EXTEND IT EXCAVATED SOIL, onstruction f temporary devices or to repair any damaged"erosion control m s when a 50
htl AgoodDh keepngPm es"f a-"proj-II pr chance or greater of ra witnin°48 hour period is forecast for Lake Elsinore`byu lee National Oceanic
O.Disc orgdng`contamnoteds groundwater roduc y dewlote ng gr—dw-r tho uled`dn and AtmoaPherc A9encYo(NOAA).R
N. of P011utvnt Olsc Iiminabo d 9raundwoter p aby ld tM1e 1--rim,
al ��-�. IN 13.BMPs shall be maintained and inspected daily to m and/or prevent the entrainment of soil in
O HE i E to.
IRE
m( ) fr m
' nlam note ' I I1
0 "Ob. S le P FlN SH ORatlE �� K Ill Jpt d'alurbed so are s n Conslructfn Sles."A Dash¢prole ft ve a oniro
S ff wtM1out '1IJ A al reente(at0 then o each wor 9 y Fen the o y p ba y
E nand-h t nlrola'cud'g 't r<°requ red on oil" oed aope.u t.ufFcenl WIE- for forty d bk'n re d
t 4.
Wces shown.ho d n w ur(4)da c bl't
W RE ¢cast exceetls
permanent andacap ng M1as been eat a protect on moat be n pace pi or fo the / 4 ry(t0 CM) //�// After°ro od pi project generated sit°n de rs sn°II be remove from check b ns le
'ssuvnce of the tea cent cote of« / '/� Puml ce tlra ns Aand DrP`sd tls BMP Pies°faatla cent propert st m shall tat obbe mmed ed.
and tlesl antl t b
e t ton c and br a„t Mt'es ah not It n`M1ated du the wet ae Pu p d rY Y eN.O loma dma g du in a It or s t IY Psi
V v`° t r.t tlg f tl r"g tot"y`"a A B ACT ME Failure to prows¢ ffective ,it,ce y result penalties.
cM1 re aeequ y p ec a wi esi g sins It,
o er p y ° g r con r ExTErvD IT ExcnvATEo soli. eI /� 15.Discharging of ponlominvled soils v surface.... s prohibited.
4ea5lock`ill of soil sh be properly secured"witoBM—to imm°te or reduce sediment transport from INTO THE TRENCH. SILT FENCE 16.Construction access points shall be stabilized wills"combination of rock antl shaker plates
inalge fac�litiea or adjacent pr year-round to prevent track-out.Routine street a eepmg anal(be performetl oP all SO—street.
i,lockpilee rof`oil shill be pr ercye contained to elpiminlat(or reduce sediment transport fr m the site where tracking is observed.Vacuum s eepers shallwbe used when street sweeping becomes ineffective.
1.
of da or mare.Hall beor ..versa native at Bodi be sa r too a fare«.led DETAIL 9 C
16�F.,pro t re ring coverage un er the Conalructlon DGeneral Penult,ap lwl attention shall b
a p aratia is P.tllatian at mgna n E n NpDEs(pEAP)t,°GePerai`PR d a sRe EROSION CONTROL MEASURES
a d`o'pe o M1 day of "s`rdo e o 9 d waata matenala aM1oll be LOCATIONS OF PROBABLE LOCATIONS
Dies ore pr y oPp...d d I-o ere¢°.eoycle a n';.°"
t6l Th site M10 obtained a Notional Pollution Pr—HP,vElimination System(NPDES)permit to requate DAT
ISSUED
is22rodreaE poSD erosion control / _ / ,b O �ay^y (1356}_______ A /
19 DTh. D s'9hi c see edeOSP an/ Placement o /
antl nsure mat work s P cordalR wm 11 y/
(s gP Na at P 5,)_ �. v, �, 150.00'
6
RIP RAP
ALE 6 55' B 1357.56 FL 358
FlN1aH TOE Flrvlsx cR .22FL,vgL
SECTION A—A / Pj 16 `1.8 OF
CD
A" A" LU W 20/50' I
IT Shot THE DEBRIS AND DIRTLU
�t4 hy�0 yry 63 ,��� 20 2� o
J > 0 a
REET / DETAIL
9
LEE RI
PE.�FOON Al
h } �e E
B PRIPD RAP FNL PTEf,1�DIIT�D 150.
u ' — —
F
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CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS
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UNAUTHORIZED CHANGES AND USES
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APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND B [$$( CONFORMAIOE wt SPEDICAIGIS OUTLINED CITY OF LA K EE IS NORE SHEET
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RIVERSIDE COUNTY REF. Z1541-��� FILE No.
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