HomeMy WebLinkAbout294-1 RAILROAD CANYON ROAD ///r[��a��[/r��� [�yLp �I[J�['�' (///r�r��" ,�//{'•r,I �yr/y� ///���syryp (��t/JJp
T:ROSSON CONTROL NOTE_- 4 li Lim Y 4S (Gr! � �r7 011 O L/ t A!J U ' � -•+'
1. IN CASE OF EMERGENCY, CALL SCOTT STEVENSON WORK (714)770-4054 ��� N
HOKE(714)485-9306 R/W 60, RW 15•
PAGER(714)248-6111
40
2. THE UNDERSIGNED C'TVTT,ENGINEER WILL SUPERVISE IROSTON CO111ROL WORK AM
2 1
COUNTY I F RI FI SIDE INSURE TWIT WORK IS IN ACCORDANCE:WITH TTIE APPROVED PI N1S. �!Y' 2 2'�
OO COUNTY OF RIVERSIDE 'I
Lr U e J 20, 20' C' 4• 21 Q 4' ,
- —_ — _ a
ACE N 902 - RCI;NK). FJ(P I.!tn1'I DN Dn'I'F: ,
EI_s,NORE ;oZ v C/TYOFLAKEELS/NORE, COUNTYOFR/t/ERS/DE,STAIEOFCALIFORN/A PAD 6'ORB'Ct�earurrER 6'ORB'CC/RBdGUTTER pi• PAD
I 3. [lellii'MF:JT AND
IORhT.RS tuft rNFRG1:NCY LCRK SHALL BE MAD nVA LIABLE{AT ALI, pis s/q qp A.C.PAVEMENTS � 1 Y�QP
I , TTMI DUIiTNC T E RAtlr;SEASON. NECESSARY MATERIALS SIIALL BE AVATIJFIT r'ON CONS
T-y/.Ip- p®®�ANA SH Z r��. ^ /4'PERFOOTSLOPE� H.
B tl 66//4Y n H� "'9f yr rrtr roar rew•r /.7% /7X
Sr11i AND STO(7KPILED AT CONVENIENT TCxATIONS TO FACILITATE RAPID CONS'IRUC '�- '
,p TTON OF TEMPORARY DEVICES WHEN RAIN IS TMMTNENP. - COMPACT� SKYLARK '•� ... .. .. ;. c".; .,:'., • �- r /DEWALK g
AIRPORT. '�
4. DEVICES SHALT,LOT R!:.^101.9:D OR M)I)1 FTtT WITtiOIR'1'I n?APPROVAr,OF TIII:RIIITD- SIDEWALK BASE COURS -ROUGH GRADE PLANE 0
LNG OFF'ICTAT,. TYP/CAL SECT/ONegP#V(40'CURBTOCURBJ o
_
�P J` N,i,RPDK)VAB1,I"i'R(71'I SJPIVP DEVICES S1IOIoN SHALL 13 TN PLACE AT 771E END OF He WHEN H"/S 3' m't4/,xB•eteN/LN./G/✓E Cld,C GN., 7.L�
BUNDV FACIE t.ORKTLiG DAY hHEN'111T' ',-DAY RAIN PROBABILITY FORRMST EXCEEDS 4M. OR GREATER FRONT O.l'EEeAlmm LN,?OYat 4W6V,,N.T.S. a` � Z
CANYON RD, C!/d/t'em"4,Y a",WA,rJIfE(iT- ! C7
6. N'IER A RAINSTORM, ALI,STNP AND DEBRIS SHALT,BE REMOVED FROM CHTrK HIIIM; SL OPE MAY BE 2/ r.� Z
AND DTSII,TING BASTNS, A.N11 T`F BASTNS PINPED DRY. T/'7 I4/,71-Sf✓E�NOKID GN.,QI,Y,!'NOLt LN., T/t EYC/S= S4a""avr" 4aAm,1 xr, LN•, 0
,P7DNENCL'10 GN,CWKWPJ✓Lam!, ,rAloMA/4 d9/, rALOMA,7 S1', T
7. GRADED ARPl';. AROUND'111v'pPA,'p pERIME'IER MUST DRAIN AWAY FROM THE FACE OF .liGVCi7 M.YLC GAME .GU1GJ/W000 W. DO
Nq� 11I1: ;I,OPIi AT'I1I1:C'O^1C'I,t':;rO.^:ni'F'i,Cll hrPKING DAY. ,
PROJECT % :l'('':I'PACir+it SHA J.III:itt::;i+`:SNITE AM)SHALL,TAKE'MMSSAIRY PRECAUTIONS _ r 22 ^ _/)^� /5 R/W GO,
LOCATION r \ •m rRcvFTT r[71r,Ie'IIITTPA!4::n•1'If)f,REAs ltlr]et; tMML ADM WNI1cR LNEATES A �r�J � J �1 I I tee, ~ 6,o'sear/erre/Naga
1. 11\ZAPt"!S �/ mc°• CASGri/aR/r 2 36 2
I`- f 66NT POP J 6, 6, /B /B' 2'• C
VICINITY
MA
�,/ l� 1 0AI RiO —__
V/C/N// Y /64AP rPRQ'OSED D6"R.CP.__ _____ -_--_-_-_-_a=-�� ------ - , PAD
PAD w 6'C(MBd GUTTER 6'CURBd GUTTER '�• Ol-
_-_-----I __--___- - --- J A.C.PAVEMENT 1 /• �,P
J'C C? " 5 • " PERFOOrSLOPE}{' Q. 2X 4'PERFOOTSLOPE^J'
N.T.S.
weno �t 2X _ .
enr. y9A SIDEWALK
p BASE- COMPACTED
0 0 p,J'GO/2 pm/Naea LOUR E SUBGRADE ROUGH GRADE PLANE
E - - 2WAW�T TYP/CAL SECT/ON 60'RIW(36'CURB TO CURBI
GENERA,NHTS_ 8
Hw WHEN H"/S 3' -
ON GREATER FRONT
W � � PO'STOifM OT.f/NEY'M'T SLOPE MAYBE 2:/ N.T.S. J7f.24/99-NN/7P/9//9L'7/C11T�/✓ODOf/A[/EN C/J!"
1. ALL GRADING SHALL CONFORM 1O TTni UNIroltt DUIIDING CODE, CHAPTER 70, AS C r / IMYAL-OAV L 3 / I 177. $41.?9> A/PLEFG✓Gf7i0(',/�'R'
AMENDED BY THE CITY OF TAKE ELSINORE MUNICIPAL CODE. I 77f t4PL?=/51GG1sls1/1 C11t
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE,SLOPE SIIALT,Br.=13 IF CUT OR FELT. C! 3 a w I eo'scr✓E✓rFrA•/r
IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER MAN 10' DRAINAGE?SWAL.; �- ��- -- �- R.
SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRLX.7FI)A MINIMUM OF 2' FPCTI -----_-_ _ RAW 40' SI -
TIFF,TOP OP CUT OR FILL,SLOPES. / 2
I SCALES WAY ` 1\ � S/DEW4LK 40' S/DEW4LK a s 0
3. MAXIMUM CUT AND FILL SLOPE=2:1.
• 9 4 4l / GOMI A 4 6 B /2 B /2 CC
4. PROVIDE 5' WIDE RY 1' HIGH BERM OR UOUNA.E„T ALONG THE,TOP OF ALI,FTLT, \p.\�1 taA�r !� EASE 1Gf0'SEMDl o r � � <
SEAPES OVER 5' }ITGtI, \ EASEMENT EETMlGL1pROVEAENTS 4 , g
`° ° l
0. Op 02°y � 8'CGUT PAD i G7
5. ALL GRADING SHALL BE DONE UNDER 17iE SUPERVISION OF A C(MiPI'L'FAT SOTiS Q - r/4'PERFOOT A'C'PAVE.{ENr GUTTER //4'PERFOOT• 7'
ENGINE WIIO SIIALL CERTIFY TTEA1'nLT,rTL.T.ZITS BCEJ PIRGPI RTT Y I LACE-)AND F.111) 111?' SL-_a --- SLOPE R Z
SEIAT.i.SUBMIT A FINAL CONII'ACTION RETORT FOii ALL PILLS OU r'R 1 DEI{P. I • Hx 'n
��,• /a'EyMT revr / L-L-------�- S/DEWALK
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO TTIE BUILDING AND SA:E['Y f✓p^ �A/A�AI'�''\'�'�'6 \C BASE A°
DE.^-ARTMENL'WRITTEN CERTIFICATION OF COMPLLTIIXJ OF ROUGH GRADING IN g/ , TY/RPOSdC / ) - D
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF 1IM B!'Iil)- 4l`' COLOMPACTE OUGH GRADE PLANE �� n
ING PERMIT. CERTIFICATION SHALL BE 7'O TF1E LINE, GRADE, ET,FVATTON AND 1 SUBGRADE
2
LOCATION
OF
CUT AND FILL SLOPES. f 2 •.(� p 5� TYP/CAL SECT/ON ONTAR/O WAY M. 2413BJ �:/MAX @REAR
r. E u, y1 _,Q OV SIDE LOTS
7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATTONS 01'TDE PRE:- GENERAL NOTES ICONT/ R V:.ti N.T.S. Hr WHEN FR/S N J../MA @ FRONT
LIMINA2Y SOUS INVESTIGATION DY 3' I?"„ -� t0•J'L ore forMrn/Nnae OR GREATER FRON 3: O f "L T /MAX Q FR NT
DATED 7t90 SF.,TS OF 71IIE FLAN COMPACT -11I+A!' 11. DUPING A'I Itt+l'11 Gl!"Im,;AND O11URNMOL.; cJCu'U1rk; HIIIIMPACPTON, SC OFF MAY BE 2.'/ OF PAD COND/T/ON
SHALL BE SUIIMITTID 1'O TLT WILDING AND SAFETY DEPARTNR^.JP IIIIUI Sllnii Ili•M'I II'k ;;:+1'II I,I•Jl;OI i.lNI'1(NS, �-
INCLUDE FOUNDATION DESIGN R=- M1ENDATIONS ANTI)CERTIFICATION GRADING _r
11AS BEEN DONE IN CONFORMANCE WI111 THE RECOMMENDATIONS OF TILE PRELLMINIURY l'. INi1RIr,'G IN:;iATJATIOr;(+F I+:'I'I1'!:_;S AND CANYONI SUB-DRAINS AND TINIER SKYLARK I f-' DRIVE I v\f '-> A A �
SOUS REPORT. ^N'IEiRI N.. f�. /5' .9W bs, RIM -
B. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL 112 GROUND HAS BEEN D. WTI EN ANY U MISUAL GRADING,CONDITIONS ARE I'NCOUNIEIRE)DURING
s CLEARED OF WEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. CONSnUCTION. y W 33 33 �I J
2
9. DUST SHALL DE CONTROLLED BY WATERING OR OTHER APPROVED METHODS- 14. APPRU I7)PROPEX.9'IVI:MEAS;1lF_AND TFMFORNRY DRAINAGE PRO'JISICNJS FAST BE "1///s N � 2' 6' 23' /7' B' 2�
USED In PROI'II'T I>,tOI t"O PROPERTIES DURING THE.GPMrVG PROJFCT. SECT/ON.=7 "`C y 4 B 1. PROP.R.Na44-6 PER -
10. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SIIALL SURMIT CERTI- 'CLNBa
FICATION OF BUILDING PAD ELEVATION. W11ERE SPECIFIC ELEVATIONS ARE �,. 1' IR'k;I,. 1.IJF rlI'nTIVR DEVICES SHALL BE PROVIDED AND MAIN1'AINE) _ GUTTE i TR.ACG/9344-6 !�
REQUIRED, THE ELEVATION (WITTI RESPECT TO MEAN SEA LIVE,) SHALT,BE GIVEN. ;Y:It1?Al'I'I{F:RAINY:;i'AEZ)r: , ;HTJJ,BE IN PIACE AT TTIE END OF EACH DAY'S SANDBAG CHECK DAM 5'M/NJ PAD � R A. PAVEAENNT 2�
IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, 'DIE WORK. NTS 1 L5X
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. NO TE BERM REOU/RED W/5 L
TT�
OF F/CC OR GREATER • � �� �- �1� /ram ti
16. N,i,WORK SIIAlI,CT)NR)INi TO 17{E CITY AND STATE CONSTRUCTION SAFETY ORDERS. ---J-
11. ALL PROPERTY CORNERS SHALL DE CLEARLY DELINEATED IN THE FIELD PRIOR 1O AND 5'OR GREATER DIFFERENCE SIDEWALK
COURSE __�J -
PA'71fA'A,fJLI��------- BETWEEN PAD GRADES //3 LOT A. X SLOPE VARIES FROM % TO %
COM"ENCFMENT OF ANY CONSTRUCTION/GRADING. 17. 1111'O1,;;MON AND PRO`F)LFION OF ALL UTILITIES IS THE IRESFONSIflILITY OF TIT �!MAX W/D TH COMPACTED SUB yy
1'E:ItF1ITIT:Ii, P � � ROUGH GRAD -GRADE Z
12. A PERMIT SHALL BE OBTAINED FROM THE BUILDING DEPARTMENT, CITY OF LAKE W W °m TYP/CAL SECT/ON SKYLARK DRIVE -
E,SINORE, PRIOR TO ANY OPERATION. 18. AN APPROVED SET OF PLANS SIIALL BE ON THE JOB SITE AT ALL TIMES. 2.•/ AX(aREAR 6 0
SECTION Y-Y /X MIN SWALE OR SIDE LOTS H•WHEN H"/S 3' N.T.S. iJ o o D
13. 1HE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 19. SANITARY FACILITIES SWILL,BE MAINTAINID ON THE SITE I'RONt IIEGI[JNItY.z TO COND/T/ONS/ OR GREATER FRONT $
A. UPON COMPLETION OF CLEARING AND WRING E(CAVATION AND BEFORE BACKFILL COMPLETION OF GRADING OPERA'I'TON. NTS OF MAX FRONT 'SLOPE MAYBE Z.'/ \ $OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 2' OF PAD COND/T/ONS
20. ALL SLOPES SHALL RR PLATED AND IRRIGATION FACILITIES SHALL,BE PROVIDED DRAINAGE SWALE\ M/ say
FOR N,I,SLOPES IN f,'<CESS OP ci FEET VERTICAL HEIGHT WITTITN 90 DAYS AFTER PER DE rA/L _'tr PAO L/NE
o Z
c ? Z
PAO CF.L./X M/N R/W C
CT)N11'I,i'fION OF ItO1011 GRADIN;. ?/ '� a �_
NOIE: SEE:IAN)SCAPE ATICHI'IxT'S PLANS FOR SIOPI: 't/4A- 4 -•T___� n m
!'IANI'IN;SPE('S. AND IRRIGATION SYSTEM INSTALLATIONS.
ol
2X M/N- PAD m
P1ANI'IiD SI L)PE_i SIIAT.I.DE WATERED AND MAINTAINED 11NNTL 2OX MAX CURB r GUTTER I� D
A(VIII]t SATISFAC'IDRY TO THE CITY IS FSTAILISITED, ' I. _ FLOW, •J n
14
'ON RA(•I'I PIRFOIM1I Nl1 WORK ON THIS PROTECT SHALL FAMILIARIZE HIMSELF
21. ANY(. 1
W1'I1I TIn::;l'I'i:ANO BR:;OII1.Y RESI'(NSIBLE FOR ANY DAMAC2'(O EXISTING Wj ? T!'F/C4L LOT G'rTOO/NC LTETiI/G PL. i, ^� PAD
NATURAL GROUND
I'nl'If IIIP I•P:.I II IIrL;DIItEx"I'I.V 0, IN)IRIx•I'IY FROM N's OPIRAI'IONS, w1urI71ER SECT/ON X=X_ 2y o a ,
A.C.RA �I q l/4'PERf00
OIt N'OI SUCH FACH TIES ARE LII(%N ON 1HI_SN PLANS. tiC' V d' 8 BASE CC�B /' SLOPE H-
NTS Q W
(,N INC;INI1:It;;IFAEI,PI MIDI:A MINIMUM OF ONE BLUE'R)P PIR FINISHF''T) HQ /7X 'i) -I /^
I`AD, I I.11 tlt'In RI-'w'll f;ltnOl.AI I'l l NAI. h 0 1 1 ROUGH GRADE PLANE BASECOURS
R/W 55• I I VARIES FROM PAD 4 I I PAD TYP/CAL SECT/ON
W v 4�i RI xa aM'
SIDEWALK '✓
..'. TJ'I'6O',1^L',IF In1Il-.I+I': ItPI;IN^1RJ(:OPI:RA'I'I ON _ � 40' TO 33� - 2i E COMPACTED SUBGRADE 2:/MSIDEAXQ REAR
•N OR VITI LOTS
_.
_ 43' -f ONTAR/O WAY (TIP. 24139) OND/T/ONS/
SUMMARY OF EST/R4ATED EARTHWORK OUANT/T/ES: .1. rx)PICK I'lt'+nn t II'I:ifilk'I Bl di MA'I'INIAr.W1111 A MAxtrum DIMENSION GR%!'1'1:R OFPAD Qt AVI7-1
TRACTS 24138, 24139, 24215 IHA'J I:!" I•,11,!.Ill: NACI7) IN I Il lti, UNIJ;SS Till'IOCA'I'ION, MA'ITNIArS, AND -- 6- 6 - - 4/ I - N.T.S OR WHEN H'/S 3' OF PAD CONO/T/ON
DI;;I+4'.AI,r11:I'IV 1+:1 AltlC SI'El'I1:h'nl,l:i AI'1'ItCVM1 fly'1111i!U115 TTK:IN!IN. I SDI- /' /4' I _ I lF.L.CX MCA/ OR GREATER FRONT
L K� EXSrNR TO
W SLOPE VAR/ES EX/STING 2X MIN SLOPE MAY BE 2.'/
I:?H;Ilail It?G':'I':'17:''lI+A7+1f;'I'AKI::; I'll ALI,DIRAINICE DI!V11W!MJD OBTAIN A.C.PA;SrNT, FROM % 20X MAX
ANO BASF y TO % NATURAL
I r:Pl I7 I 1'1l1 IP0[dJ I//4' B•CURB W0/7 VARIES k GROUND SECT/O"-W
PERF S GUTTER /ROM %TO % NTS `
MI
"II•/.^r+I'. ..II111 'N,'I'IEY AN,II'H.11Y OIMPANIi_: -- TRACT BOUNDARY
TIP,24215 TR.24139 TR.2413E R/W 36•, R/W
27, Cl)T SLOPES SHALL BE NO STEEPER THAN 2 HORIZ. TO I VERT.,UNLESS OTHERWISE 2` II
CONSTRUCTION - SHOWN ON THE PLAN. �FX/SL AC PAVEMENT 8 BASE 20 a
PHASE 1 A 595.00 CU.. YD.
28. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO I VERT.,UNLESS OTHERWISE HA SF COURSE
SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%REL.COMPACTION OUT TO 6 /O I ?
CONSTRUCTION 525.00 CU.YD. - THE FINISHED SURFACE. COMPACTED SUBGRADE C 2 B' ER a
PHASE 1 L E GEND: GUTTER
29. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE /� 2� / PAVEMENToo
CONSTRUCT/ON - MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST METHOD. GRANL.�A.�ENUE �'555� EXISTING SURFACE CONTOURS /,.. ,_.ry+ {{ C 8 BASE I EX/SL GROUND ',�1
PHASE 1 //20.00 CU.YD. - r- U4'FT. w� 0
30. STORM DRAIN CONSTRUCTION MUST PROCEED CONCURRENTLY WITH ROUGH GRADING. - -_---- F.L. FLOW L/NE Px - LT .- -G�VILE' z $
CONSTRUCTION - .. -- -- - N.T.S. TOP OF SLOPE Z:I M an - •: . .. - - '. -
PSI rRU 9 350.00 CU.YD. 52500 CU.YD. _ T T / z Z
L1---__-L. TOE OF SLOPE COMPACTED SUBGRADE ROUGH GRADE PLANE i p
CONSTRUCTION - 24!00 CU YO. T.C. TOP OF CURB N m •� -•- m
PNASE9A TYP/CAL SECT/ON SCALES WAY m
Nrr_PTCE_'In_CnNI1RACInR_:; BENCHMARK G.B. GRADE BREAK N.T.S.
FROM r/-/E INTERSECT/ON OF GRAND AVE d CORYOON 5r F.G. F/N/SHED GRADE I n
` �p ti ? 'DUI{E7(T4I1NCIi AND TOCATTON OP ANY fiNDERGRO[1M)UNLITEE;OR 6TRIIC'MIIJS SHOWN ON NW/MI..ALONG GRAND AVE TO THE INTERSECT/ON OF GRAND AVE'
® ■I�� ` 'I'I niSl:PI ANS AItE OB1'NM:D HY A:J'ARgI OEE AVnIiABl.l:RL'I:GRDS, a STONEMAN ST THEN NE 0.5 MI ALONG 5rONEMAN ST TO THE -B/' PROPOSED PAD
y r a tD w�mamf•, TO I11P:RE.si Of,OUR KNCxr'1.I'Irh, THERE ARE NO INTSTTNG lTndTIF:ExcEPT 11KsE "T"INTERSECT/ON W/TH O/Rr FARM ROAD;THEN SE 0.4 M/
ta�Au�u+ SI"N(IN 11111SI:PLANS. 'IEEE('(NJt'IRAC9np IS RIOUIRE)1O TAKE AIL PRIVAUTTCNAItY - ALONG DIRT FARM ROAD;27'1 NE OF HOG-W/RE FENCE,'/1 S OF O DEEPENO FOOT/NG �
MEASUIIRI'.S 1n 11ZTI'VI''I11I:1,711LI'TE.; SH(UN, AM)ANY MITER LIM Oil STRIA"IUIRRS NOW _
SURVEY MARKER POST
DATE (� '�"r�%1�- Si I(1WN ON THIZE:PLANS, AND IS RESPONSIBLE FOR 111E PROPPCPION OF, AM)ANY DAV,GE ELEV. -/265,00 "I
N.C.E. EI(a.IZ�77IDt _ �AIL'l�F z ,p 1n, 'I'iICSr LrrmS OR FTrm(•117trs.
11n:CENMAC OR AGREES THAT HE SHALJ ASSUIIE SOLE AND COMPLETE:RESPONSIBILITY FOR REVISED LOT 54 7
JIXI S11'D CONDITIONS DURING TER:G(A6RBE OIE CONSTRUCTION OP THIS PROJECT, y - C p -p L T3/-3CR CONSTRUCTION PHASE2 LOTS 39-50 c& 60-66 (UI
GRADTNG SUPERVISION CERTIFICATE INX:IIJDT NG SAFETY OI'ALI,PERSONS AND PROPERTY; 114AT TIIIS RB7 UIREKENT SIIALL APPLY ® REy/J.ep GOT3/95OMPLoore Pc"W 2C✓4 TO PAR ^�
CCNTINUOUSLY VD NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE /7/+ CITY OF LAKE ELSINORE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND IIOIl)THE Gt9NF72 AND ENGINEER HARMLESS MAR R V NS APPR. DATE THESEPLANSHAV£BEENEXAM/NEDAND Th'£YARE/N �fr/
FROM ANY AND ALL LIABILITY, FR}•AE,OR N.;,[GGD, IN CONNECTION WITTI TIES PERFORMANCE /!C✓/JAR LOT.lY/V1LtilFiCa'.F'T/tdN dAIN TO/A ACCORDANC£WiT/r7,ECOA19'20NSOFDEVELOPM£N7, •(/! J//� l
THE UNDFRSIGNLD CIVIL ENGINEER 51'n'1'IS TFIIS GRADINU LURK WILL BE SUPERVISED IN OF TIIP.WORK
ON THIS PROJECT, FJU'FTPIN;FOR THE LIABILITY ARISING FROM 111E SOLii /fE✓ATEO COT 69,'TLrN/LOO/f rleN 9AT04C C.'7'YORO/NANC£'d STAT£OFCAL/FORN/ALANSANDA V ENGINEERS,INC
ACCORDANCE WITH SECTION 7014, CHAPTER R 70, OF'IIIE U.B.C.. .,F NTr;T.T(TNCE OF THE dlNM OR THE FNGIMG.FR, -- PERM/T TOCONSTRUCTMAYBE/SSL/ED. C „E gw.„ccc„srnucrpx ca+surnurs TRACT NO. 2g24i`S
1 -�- /Tr✓/JBJ LoTG2/9faN�OO/7/•YaN.?yC To lm7 ,z�z c,.s„zo.n.,,a.z,m N
_RCV/SGO GOTGI FrtoM PZc ^R44W CC To 4A APPROVED BY, CITY OF LAKE ELSINORE,PUBLIC WORKS SCALE' BENCHMARK, PRECISE GRADING PLAN OF 2 SHEET
HATE RCI; EXPIRES /TCV eo 1mr66 o A-d All AS SHOWN TITLE SHEET FILE NO
SEE ABOVE
AeAfO✓6 NOT A PART FRANK C.TECCA DATE W.O.725-03 W.O. F, FOR'
_ RC✓N'E GOT_p; 4FLoo/!RA,�4cR 7i.96
KECW✓ETHW.CRAWFORO✓R.R.C.E.26928 EXP.3-3/-93 Nam,-- DATE: R.C.E. 21837 _