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HomeMy WebLinkAbout847OQROFESSIO BENCHMARK* aAGW t '$ 'Ct2 PCB - - - - -- __ n., ; ' .i ?f • "C.:.E i' ..s }0 [.D'S!tt g tsC ir SSsvf.1 oo CPWG tai %Cv12Ls b't A n C!R1V P rV'q••r =' }.Y. il 1 ;. >..'•, ... + t ,i:.•z • R,EMOJ ..tJ12.Q t+ dG t J•f Y r. : .. z i.,, -, .tc„- 60057- aY w.;, jv.O'm , A. ociA S -r q, p a1D ,M,,tcub c l .. Go-r'rcr%_. AbD LQtur AfPt0AGJ,CU(ai_S1t Duos 6 aka t.ot a, SHcc•T n.P it D2t:•Z o i -ac2 0 © 25 815w . • r io . eg 8 .(1WP .RZ,ReyCE AVI C'!!R(t" B Uxi,', A04 <5 & S't. "TO-ea-S.. R L'iw fay. Lt&t•ff. Lo- a2. IRMO?. (s.- x. ouJ zoos - D'-,;.f j 3 : 'so" G Gtiv + 4AIL'En1a r< R ,• 7•'l,__g b,v ivT 60 7.='o 1 r R d .4- J. Ric F y BENCH N.3RK # 7 t IV AtL'/Yr .4P41'- .4Ch S'7lC' % IdMa • l -tIO I a 4ct,.I P -!) ri a % . ' , t - atll!l,B k'.1/!'tNeE/ 21N1 a Ian [ 2 C+a,,•,.`t*..4 P,.49r.S tr =t. Ar.3 trr,rr arr,v t,ACti, 2/ 22 G' Z G"5 -vr 3 E 4y '•/?/1/ , /7 • V CHI Z . ,' ti WEST.` CURB RETURN, e` yC - 23 _ f • :. ... - ,......_. w_ .. _-- io o RFFT R Es v -9vs 7v car 6s - ---- -- ._ X51 o r ceea ?.eJ siav -- v' sr' G 1 .!D (. , I, 43714 t.w.s'S??.i 9 +V f1 PP,57 TiPE.S lt'' t?/ .1.f/ , w Cd ' ' ExO. 3/31/2017sue• N . W . ' CORNPR HILL' S IDE tlOAl ` GENERAL NOTES -. ilPC c 4 -dv,e gy _'E,ee,.coNNc- '.(SACK 1_CWe ^1_-- r91A1q (,, 1i -fl'7 27' l P ao •4 aa - t sas' ' , 1 29 3% I 3Z 33 3¢ ` P AND HILLSIDE COVE R W R W' I A A W .. 1 3S• - 7 bra GO' J `+' i3 - _ S G . Q' ® i CI P ELEV . 18 8 3 . 0 8 ti pOI+ESSI r r, 1. All work shall be done in accordance with these plans, the City of Q ` `' ` r -•- ---- t_ R' y; 'O ` 3Q° + ` ` t > `' ° I.i GI 3a sk;• , TF OF CAS \ FO tj i 1. Rancho Cucamonga Standards and the Standard Specifications for Public / f7° i1Ln8. , ° , < '-t Works Construction - current edition. Contractor shall be familiar I . /2' IB ' „ F.: „,., , 49, 5.'S' `,.,_ '`' Eire. > a tv -: 18 a V . `y S `'S 5 ' $ with and shall be responsible for adherence to these Standards and i d ` pG , 13 t ° /©° s° G•5, 1 i E S ecifications. 4 G•4 Irx 3,3iGt'o /, r•a 3t r," 1.,, sr GD7" `:B" C2119-.0Pl _ 17' •p WG an kind tale hone or power poles, zy , ;; c t, -' p. _ 1. 11 i alines or substructures of y P „rz4 Q t,3' 0' 0.44' 1. , . "'.`]" a G3 G9 GS 6G G? 6 %Q 71 9Z (; 5 2 water meters, valves, fire hydrants, etc. shown or not shown on these CiV t- ``', y4.I. LVL DINE N. , oNtY t 1G 62 CCj t3 %5 or in ad'acent areas where 4, p44 25 t . „ _`_ rs /4 I. ' . R .V - plans within the right -of -way limits J CIFC€1 -A ---- __ - L RAMI rotected ' TG• - I'll C. E. -. - --- improvement work is to be done shall be removed, relocated or p ;;, -- Cucamon a. ° of Rancho g "'' '- JreairedatnocosttotheCity ' p an lace , as q 7 :AIAVENyE' 1VT w G /6h'r .E' %JS/ P 2 11 r a i to contractor erforming. work on. this project shall familiarize him- °° ""'` 5 4 3 2 j 7 9 ftD ; 3 . .. 7".i =4 '"6°.J -." :+ 14 /3 /Z // /O 9 8 y 9 'gI 8Z self with the site and shall be saltily responsible for any damage to ' ectl from his opera- existing facilities resulting directly or indir y tions, whether or not such facilities are shown on these plans.' 2 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City ofdRanchoCucamongaeasementorright -of -way. . EWW Ent 7M AWW AAP1R16AM AAD SIRWr MV AEwOWW APPI MO= Aw mrsri L simir mw av LOT so PM ARI6•IDf.'J-t7i01' n 2/25/15 6V'f•R--& ADD DR. APPROACH & ST. TREES. ON LOT 16 PER pttC Z00 4- 00303. 8 ROW 2664-0197-1 MAftw1 L EEG{ aIVJG GRP. ADD DR APPR, & Sr. TREES, ON LOT 33 PER MARSHALL E GINEERING GRR, © 4- i 167g BY J. Ric F y BENCH N.3RK # 7 t IV AtL'/Yr .4P41'- .4Ch S'7lC' % IdMa • l -tIO I a 4ct,.I P -!) ri a % . ' , t - atll!l,B k'.1/!'tNeE/ 21N1 a Ian [ 2 C+a,,•,.`t*..4 P,.49r.S tr =t. Ar.3 trr,rr arr,v t,ACti, 2/ 22 G' Z G"5 -vr 3 E 4y '•/?/1/ , /7 • V CHI Z . ,' ti WEST.` CURB RETURN, e` yC - 23 _ f • :. ... - ,......_. w_ .. _-- io o RFFT R Es v -9vs 7v car 6s - ---- -- ._ X51 o r ceea ?.eJ siav -- v' sr' G 1 .!D (. , I, 43714 t.w.s'S??.i 9 +V f1 PP,57 TiPE.S lt'' t?/ .1.f/ , w Cd ' ' ExO. 3/31/2017sue• N . W . ' CORNPR HILL' S IDE tlOAl ` GENERAL NOTES -. ilPC c 4 -dv,e gy _'E,ee,.coNNc- '.(SACK 1_CWe ^1_-- r91A1q (,, 1i -fl'7 27' l P ao •4 aa - t sas' ' , 1 29 3% I 3Z 33 3¢ ` P AND HILLSIDE COVE R W R W' I A A W .. 1 3S• - 7 bra GO' J `+' i3 - _ S G . Q' ® i CI P ELEV . 18 8 3 . 0 8 ti pOI+ESSI r r, 1. All work shall be done in accordance with these plans, the City of Q ` `' ` r -•- ---- t_ R' y; 'O ` 3Q° + ` ` t > `' ° I.i GI 3a sk;• , TF OF CAS \ FO tj i 1. Rancho Cucamonga Standards and the Standard Specifications for Public / f7° i 1Ln8. , ° , < '-t Works Construction - current edition. Contractor shall be familiar I . /2' IB ' „ F.: „,., , 49, 5.'S' `,.,_ '`' Eire. > a tv -: 18 a V . `y S `'S 5 ' $ with and shall be responsible for adherence to these Standards and i d ` pG , 13 t ° /©° s° G•5, 1 i E S ecifications. 4 G•4 Irx 3,3iGt'o /, r•a 3t r," 1.,, sr GD7" `:B" C2119-.0Pl _ 17' •p WG an kind tale hone or power poles, zy , ;; c t, -' p. _ 1. 11 i alines or substructures of y P „rz4 Q t,3' 0' 0.44' 1. , . "'.`]" a G3 G9 GS 6G G? 6 %Q 71 9Z (; 5 2 water meters, valves, fire hydrants, etc. shown or not shown on these CiV t- ``', y4.I. LVL DINE N. , oNtY t 1G 62 CCj t3 %5 or in ad'acent areas where 4, p44 25 t . „ _`_ rs /4 I. ' . R .V - plans within the right -of -way limits J CIFC€1 -A ---- __ - L RAMI rotected ' TG• - I'll C. E. -. - --- improvement work is to be done shall be removed, relocated or p ;;, -- Cucamon a. ° of Rancho g "'' '- JreairedatnocosttotheCity ' p an lace , as q 7 :AIAVENyE' 1VT w G /6h'r .E' %JS/ P 2 11 r a i to contractor erforming. work on. this project shall familiarize him- °° ""'` 5 4 3 2 j 7 9 ftD ; 3 . .. 7".i =4 '"6°.J -." :+ 14 /3 /Z // /O 9 8 y 9 'gI 8Z self with the site and shall be saltily responsible for any damage to ' ectl from his opera- existing facilities resulting directly or indir y tions, whether or not such facilities are shown on these plans.' 2 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City ofdRanchoCucamongaeasementorright -of -way. . TYPICAL SECTION (N,- %. , = 'cYL88 1 *1 `` , 1 I r TRACT , ALMOND STREET -- i, t ALMOND STREET c :. F .:' r ` • ,515 strr.' /3 EQvES r'Rl.4.V 1( sEE' sHr• v s7-r A.v I 4:: - _ I • 1 ! r - Wf W I ,. , . h 11 be set b the Contractor or Engineer. Paving t .r 1 EAii , v DO,vf 5. All grade stakes s a y D' "' ; \ *` ItsGAA'E+D w ,8'Q. stakes shall be set at all hinge paints, edge of pavement poin „y . flan and at not more than 50 foot Q QFESSlp r 30 ° FOR LARAM /E DR. A.ttO o N t E ST,wvD•o ' 34 %'GAGE, 5)0.c ,A4,< d/'I- LEFT sIDE ONLYiriithin0.01 foot of sub- grade eleva it En ineer d dditional avin stakes may be required by C y g F2 !2, IS' /' 12' SCALE: 1' 30 C,,'2,ve/ G`T° I intervals. A P g V 1. G, as needed at warped or vertical curve areas . , , . X: jd,2 ,2E,yL.5 5T,P E'Ti4.v0 GDiYlilS Gdt/.e' ,T' r` oG' , V%, m_ ©•511 4' .5' rte' 19 g, g 75 4 r4• 5 hone or other utilit laterals, u, _ rr+: w .-,-a '/, O yt/.9G.eO,it/,E'lGH7""= /G•E' it/GY, 6. All sewer, water, electric, gas, p y = iC 5751 a LEVt; L /Nlr GT e-T 1`AAM AN11c;KC NAMC. pt`'IMoN 1+AM MIN-., 5 S SPAC.It'1Ca' 1'Z 4T Y. k mains, ar crossings shall be constructed prior to paving. * r 4 0. 29' ' 0.17' 0.201 5-/4 " :!' ZER ` 7'R T 64S IERA 2(FLORN P uSrRA1L1AN w11.t.otrti! 5 RT: SO rT. d.C. lSCqAt~ 111 7. Compaction tests of embankment construction', trench backfill, com- s- /a; /, _ r 4..ARAtH +G -DR \V LiQuIDA,MBAR S1"YtLAC IFLUA i cr•) a 'Pi: 25 Ft= o G.. l5 t AL ,SPA I , pacting original 'ground and all sub - grades. shall be performed at nn d, em Q k t t fE )&Lf5 57IFl -P- S 1" DELREUTMLA p t4ICULATA N 1N [ + cost co the City of Rancho Cucamonga: A written report with these ¢ r 01 GAtt4. 23 i". 3s% O.C... t.+6AL C6R t compaction tests shall be submitted to the City Engineer for approval % ` rior to the placement of- base materials and /or surfacing• ,. I 2 1 2 t CONSTRUCTION MOTES FOR STREET TREES T.1" = S.a ° ,06 t -the com lesion of paving, a materials report shall be submitted to z .iGGS' /, '' - 8. A p the City. Engineer. Lising all tests or determinations completed to TYPICAL .SECTION (N•rS'•} verify stability oil content and Gradation of asphalt I;aving 1, ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLAN , 60' STREET w. qp, Prior to inst;llatic of any r avin a materials report shah be [ I 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT he s of Engineer. i.isting all tests or determinations LARAMIE DRIVE, LAREDO PLACE • KEY AP submitted to t y g SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TQXICITIES OR NUTRIENT completed to verify: ,slave analysis and sand equivalent aZ REALES STREET -From BERYL STREET To STA. 18 51.32 & LOMAS COURT) DEFICIENCIES MAY REQUIRE BACKF'ILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. k tO/ aggregate base. 9 ESStp,y,, -- 'REALES STREET (From LAREDO PLACE To DELPHIN PL.AC 3. ALL STREET TREES ARE - SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. c 4 • 0 ,d4 1Aw i o Pavi shall be performed in accordance with R -Value and Pavement tests l.Gp` 4' t ' q 8 n8 tructural sections (prior to final plan approval) `" d ZGs 4, STREET TREES ARE TO $E PLANTER PER PUBLIC IMPROVEMENT PLANS ,ONLY. c`.s I fl -.. .`` taken to determine. s y O - p Vf A ,Nt> St"(P -' • d' 1. W c R W !0 rJ J r' r-fs Rt trJ`T i ._ , _. •, ,: , - -.I s ` W NOIRCE28500 ++++ yyI 1 d 91 IAlST,9GL I56/IG• RN&A us CERff5A-ve9 Il°'a1CP1-E 4 4F`f /- MAT'" 2 ©`D.C. ; A+ -,.;b a i>2 Fo ss, G, "moo r4 • `I - , ants are to be Laced on native soil which:. consists of a 5 i >I• Z 1A157'17G.L- /56,,L..SR/ D, 867' R /R dEfGe,kwl,eRdNZ 4u',97 -,4r, %C. f 10 When improvem P ;- .., Exp.Mtttch31,200i Gatio' ode shall be re aced. b removing all. racks * 2.6 •, `4s - rock material, the sub -grade p p Y ,' "FJ1 *' 1»iPT' f;Clt''wGla'`," )r ;w • `; y C/v L ti• , ' , 22 + G, a Z3 II 15 -Ll. STR I.'C 'tars P TABLE o 7N15 $f1F7' CoNSTR Tot 1 NpTt'ES 0` r';t'SSi '~ t.;:.-i which protrude above the sub -grade and all voids • :or depressions shall ,7 33 33 4 I . I oC2 STRU T iR ES oN I kItS SH AT. 19 C+1 - e07 prate L C ^r 2- c C (at? Ycaa 16 be filled with a iirie grade material' of a quali'ty._better than the nati _ < 11 . I/ 22' 22' II / { j -., ;:>1, , ° 5/46 < (I t•I(.I l,r :.; . ;'t I t 29 Rt =MoVc Gxls \tNc - CC,+E' r ?0 w » 11 material. '. ' , r r , , / s, r iS ;g, ' ",OI 0 . . P, 08 9 f, , Xk 11 . i i I1 // !I .5 4- E a• 5 -, z laced on sub-- grade, a• •soils sterilant Q5, 4 S ` . concrete is to .be p (" r 2 lZci.DGA'C S•t. LtGuT. C`f S.GAt..tlr.Ca St FJ. 4"A pc2 AapGOO2 ©r3A r!`cC Q'' DEV LoP t2, y'=,,•..' '' 11. If the asphalt uniforms , , _ p R tS' -. .• and p,C.C:. shall .be Y s - ,,;" D/>rJ A IYF .v P dA d, far use under A.C.. LEVEL LINE R e istered b the E.P. A. _:. 1g i t i'YL sTREE T3 t _,; ,; ; R V2 0 7o -0- - ` B I e. for the full pavement ,. t' =,, , I . , , ,; , . eG acturer•; s recommended rat ";;4 Y1V - 4appliedat .the manuf . q ,. p. 2/ O. /v O.2i , lq..! •G,WSr#LIC GW GEp7'SY,QE t tLY. PP r :sd f N g,.' /4':•/' _ 5 :.• - - x _ VE'C ,FAT 14 _ ' r 4}. !!n , +i; 4c L.tS r \ rr r _ fit' o ovine C width prior t paving. COY ' .t/ k' G T,2 % AN l EGP.S// a t'` t a', PGA 5- !3Eftr .L d 1'el l"I vfor' the can- , , rM Fr3,2 E. 9 / `• uantities is provided iiy the Engineer on1y.A rn ' , 12 Estimate of q , s v vr/Gy a if , nce of the developer, the contractor shall make his own deter -- w Na. C(155Gt}4 venie ' d An c h ofd rD a , I1C t3 1:3'Ra b y r 11 ion uantities before subm sting Epp, K. G°. % , f ; ;. onstruct -1 -f-`D •''.. _ . mi nation of c q fisted . 1 1 ' ; '.,,.,.. ,. TIMATE - ,_, ..` Cit;S "'IC) ,LCt1'" . •Z^•1 .. . e Tans which as not specifical y ,. aired b thes g._ ,. a?l1l t7 •.,.; 'I"YPICAL.' SECTION (tJ -T5 -) CONSTRUCTION NOTES AND QUANTITY ES ° item of work req. y - laded in the 0 t t ``AI, - - 13e tN .,,L•L" j t,` `; be considered as inc 1 _ ant ties 'shall .. _ - -- _ _ _._. imate of u :.. " q - rr Orr A B. ZS,2G2 SF - --- _ in the est I _.. 1. I q 6b STREET . 1 CONST 3 A.C:'/ 00 Olat,a` Y r. 2(a ,6, r n 4 2 13 1O, 29 1 LIP 1)k /1! A fplC0,9C1% , . Zi ID 2 CONST 8 CURB & GUTTER . PER CITY STD.. - _AOD.Dotheritemsofwork. - BERYL STREET (From LARAMIE. DRIVE To REALER S"I.REEi'} I . bars 401 and 402 , . t .i 3 CONST. SIDEWALKS AND RAMPS PER CITY STD. l- n3 &L `t of Rancho Cucamonga Standard Num 19,340 5F GoT . a , p.r; 13. Street signs per City ( JT C ELPNIN PLAC REALES STREET Frcirrl DELPNIN PLA GE 'Ib" $1= IDYL.. STREET)-. ?7o LF By;rFxrw R rtlNfl''CK, ' E7 LTJ - SAWCUT & REMOVE EXIST. A.C. BERM. shall be constructed at each intersection, ' k' , : :' j ---- CONST. CONC.•` CROSS GUTTER. PER. CITY STD. 308.. 161M6Er_1A1r4 -T•t- antis -0t, f3 . 3710 . CrN 1 . r .. _ he developer from responsibility >., >'` a ravel of lens does not relieve t P y :. , :. CONST CONC. CROSS GUTTER PER CITY STD 309 • 81 ' se rr rr ,}p SIR i 14. City PP P / / 04 .,,,,; 7 ---- REMOVE EXIST. 4 WIDE GUNITE V DITCH far the correction of error and omission discovered during construction. r << t2 t zb 8 , pE -i aU s >z6 Y -S N 1. .. fre uest the required glare revisioxas shall be promptly submitted to -- INSTALL STREET LIGHT (5800 LM} 37 F.A. 1 1. Upon q I R W I jf/ 9 CONST. CONC. DRIVE APFROACH PER CITY STD.€# -3 x =' (W =PER PLANT . A, 1o49 .S.F. he Cit En ineer far approval. . 1 ' 7c7' t l5 I zLU TD LAT 1 j 8Y 1?Qr l t y g "F 10 CONST . 2' „V,' 6UTTER PER . DETAIL ON SHEET 1. t F , /5-al t 7' z " 12 C' . ASSd Savt; A cta T' /D• streets shall be in a neat, clean,, hazard free, ,, f -,A /11 = 5, II FEATHER,1.0' MIN. FOR SMOOTH JOIN. .. , 15. Work site and exterior y, _` - n` ite shall be cleaned upon , I <4 _ _ f; ,::.v , :. , r ,, t • r, ,t erl state, throughout construction. 8 I5r !2 CONST. LOCAL DEPRESSION PER CITY STD. 518- i11 ord y //I 22' 22' it EA. . , , t•7. 1 REMOVE EXIST. BARRICADE. 22 t_ F is i;1.r1 IEtfsPt C7 /% ° IDS`. 4 04 & 4 05 . SD t,. N X17 i qe Ali; 5 f vQ{D6 request of the inspector. //° II, 11 !I IA CONST. BARRICADE & END OF STREET TEMPORARY PAVEMENT PER CITY S 15 CONST. STREET NAME SIGN PER CITY SIDS. 4016 & b AND. 402. 15 EA. I'' 'Z't''''' Contact. Utility Comvani.es as required. 4$ hours vrior to excavation. a'. 4' / 716. Co . . -LEVSL L /Nts ...- , zs 5:. I,t. i o c s a JaDD DRIu APP RAMP, S: 7RE &s - , 11providedfaryourconveniencearethefallowing: - •2/' 6.10' 0.2t' /Gi GONST. ¢ "A.C.i4"A.6•. 1 r ¢,,, /... . s /4 "'' I I3 DEL67E h Nth' t sWrt K /u N ts>a RaWo oI F98 :, .d - RLOC,Ti PowEQ pot_t: i+A. hriel Vella Municipal Water Distric o -oa t y 7 ' Ar i RIND t`IC 04-215, 00 11 A. San Gab • y c 69 -2718 owcN Ar p R I2 D A 2.._ /j - /N5TALL 15 aAL.:STREE`T 7/P S, Ll4U1,0X1W ASP STl'/C'AC /FLf/.4 /c STlIIAL , 3995' EA. 213} 9 o E DR. A,rP , Mr. Bob Stallings fIEM aaa cons tructian C t t3 r, ER Xr1?S'40 C. PEI ' 4f NOTE'S f/Lri'ElJ/Y fD/f' BE1PiL T, DE"ft //VPL. , ,e fJ DR1V6 APPROACHE -5 A-O STRaeT TRtMGS PGR PR. for Base Line R APPR, $-'. T1Z r ' G ri . 4 one zoo3 - t LA/PAhI/ !1/F; LA1"EL3D fL LOMAS C%; :/YIOJAYE iPO,., ' E'Ef1.Z,e ST U sit' >3Y 5A>rt1'Sow /isSnclAT _Sias :sH75..4 GG - 9 I e eral Tale hone (800} 422 - -4132 ON Lor It PER . A v0'3 /cow x004 - 0099'9 'A r IG d service 9 r << i ,. L2\6_s"' Y (c I IjCty'CiNb GUlil l r1t? .%h'i'i t Di -C,i-f / R PL acE t.i'rtl %2 IP,wvE sloDEa D,rv WAY: Anio i r -ees " ..y r I for undergroun x 0 f`' G ° A . 6 0600" w f Aifoe. !._.x. "' _ a Ct}t iS'r A.1,T : U_tSIA.E. t7I W . ,._.. s89 21 . _ .R - t . C3 TLS. -PEA, 1i`Y'.:.`CG.:.1.47'A . f.3Y A55ac.iArtrr G/NE s 11 Iafornia Gas Company (714} 529 2 N i'S'.} 7 C. Southern Ca PPrZo,q.:l ST. 7RaS _ • • L SECTIONA1a aktve A Af ' W-PICA FOR STORM DRAIN UANTITIES SEE,, SHEETM 9:` 14 529 -7070 Q "R Y15E` DRIVEWAY Ldca- r iaN .4/.lb . NJirJTH .. 41.1' - Birch Street (7 ) _ooG2191E . !!`` , = . % t- 2vc, 50 6 T • ,i -c! LZ . for / 4Pv/R Gor e0 ,'0R 3 0 STREET ,- 5; sso sera /Nis b4 , 11 Brea, CA 92621 ».,* s {- LARAMIE DRIVE) . fl- r•P'sa 1 kilo ttP F>: L M 4 N D S T R E T T o .f - A:7 aEt p s. sT es r -rr e t. o-c t o A < < Water District (714) 9 s7 -2591 tzoWb 0091 BERYL STREET {From A amore a County , D. Cuc g +v FORE UESTRIAN "FRAIL (LJANTITIES SEE SHEET ;13 -:dr-i,%s Araa11 E.9 /rcer Tr 5irf • r / -r ° - " h AD DI IVE,ILE E'RoACNt:S rernardinoRoadan •, - . , jV&V/_ ire mss/ W16; /d 54 , ,.r . ." +h, ••.39641S l .. fR ES iw12 i• i9 o rx' .. y ;' s: ;/e I A 91730.c3ri DaQ - q/ Rancho Cucamonga, C FZ -o11 $ aY6ta*&SAMN GE .x - - r i 3 $ ' .•'. _, .. ADDED DRIVEWAY APROACH LOCATIONS FOR LOTS:. 2 -2t 90 _ strict (714) 593 -74740olianWaterDi R W k wE, Metr p EF.S To 1.a7 , .._ .::• f ; , ` . _ 37, 38; 40, 41, 4, 45 , 46,4.7,49,5t,72,73, 74,76, 77, ?9,80. ....••. A Dr=4 D. A. a ST. TR Ia /w d153 . A Cor7rwA11TY ~ P. t). Box 54 -, p _ oc - 007-16 %Y S' ` Yn9RG3 7-RA /G Sd.C! ` -4 =91 'Ey. /SGrL A.4 .4OI7•4O 57pllleE_- . _00AIW -0• (Q 3 -3--BG : 1 Los Angeles, CA 90054 SAM S SS 2Q ° 2C7 F, Pacific Telephone Company (714} 999 -5639' /2 / 5' DF_GCRIPT1014 of F WiSIow BATE PP 14' /¢' y DESCRIPT N o REVISIONG _ i DATE APPROVE9 , . . . 5' 4, S 1 g, g' S' . h V , _11 . 11 A-4_1 PRIVA'T'E ENGINEER`S NOTICE TO CONTRACTOR -LA=- LINE 1. • X t3AQFESS/ 4 ' ', \ mL7 1 r, .4 %I1 'w4.S I t A MQNGAu< R / ``~ . CITY of RAN CUCfl1!L @ f . g 0.27 6.39 ,,. /4 ,' It . jOFANYUNDERGROUND. UTILITIES A. G; a ` y ,+ •• a.. r: ` ." -11 1. ,, _ - THE EXISTENCE AND LOCATION !2. ' ' ,' ' [ p j - tom" u V W` 4 .: . f , y4 •.....• r _. ' . •w L,'` ,L ' 1% 0 <, - (* 4 ':: I'sAREOBTAINEDBYASEARCHOF . @- ; I U 2 STRUCTURES SHOWN ON THESE PLANS , . , • r , ° ' I' !l. <0.SiQ., `'., I 11 626a - THERE ARE 2 5 • el-_- (o ?, .. N AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE : ,•,. , im ab tr ti : J U NO EXISTING UTILITIES EXCEPT THOSE. SHAWN ON THIS PLAN. THE N0 46 ,; ,, `.D S 10 44-120. i.r <' 1` % TRACT , NOo 1 1 D TO TRICE ALL PRECAUTIONARY MEASURES TO 1.31- J '. ti: ',`..G : Caw C tf' CONTRACTOR IS REQUIRE. E * Ihx ..._ _ 2TRUCTURES r ','' TI''L HEE"T` D t t4. ITIES SHOWN AND ANY OTHER LINES OR S , r PROTECT THE UTIL %"T -$, !oJ + -,:° ' 'isi1•• ham{ .,. hI3, :Y • PT! 111 ON .. d ...., .. SIBLE FOR THE PROTECTI f . C'IV1 -. %,.u> E PLANS ANp IS RESPON N TS s "V GU ER DETAIL x ( - \. t a- I. SHOWN ON THES , T _ NL' SECTIOc TYPICA ..... ,,;.4 ES OR STRUCTURES . tF r ;#; k ?" i N4 = ` wlV - ``t" . pr OF, AND MY DAMAGE .TO THESE LIN '- r~AL / • ;y - . U, -, ; _ ._"___. ao>: ET IMPROVEMENT PLANStr +n r .; 4 ` AI. o p ss /o p, . . SIREC 4- , - PECIAL NOTE FROM `PRIVATE ENGINEER TO CONTRACTOR Ll MOJAVE ROAD : -;` P„ It 11 ,Q1C w , I ' s , ;'t r . . #a w APPRaVED I3Y , , DATE e., 111. a o` % Q ; I R C•E. No.23889crrUC` HE SHATL ASSUME SOLE AND COMPLETE RESPONSIBILITY L'=% ,,,. - 1 ,!' , /3 rst :' "" ESSt(} `° • + '° NGINEER ',. CONTRACTOR AGREES THAT 36 p,OF ., ,,4 CITY E /' E COURSE OF CONSTRUCTION OF THIS PRO- FOR JOB SITE CONDITIONS DURING TH NOTICE ' o "nom MADOLE AND ASSOCIAT S, INC. R M ENCIEb iy RSONS AND PROPERTY THAT THIS REQUIRE- •CONTRACTOR SHALL VERIFY.ALL 4. ,;. ,• ` f 1. ' I' ECT IN 1;UI)ING SAFETY OF ALL PEr iai, , , . C REVISION ' PREPAREI tNDER T1iE SUPERVISION,OF. QESIGN inbS r SLY AND NOT BE. LIMITED' TO NORMAL WORKING CONDITIONS AND DIMENSIONSP/ ;:` /VIE """ a. ' OF SAN BERNARDINO COUNTY o ENT SHALL APPLY ,C ONTINUOU % G N X h' -. TRACTOR SHALL DEFEND, INDEMNIFY AND HOLD -•THE AND SHALL REPORT ALL DIS- 3 3t 1,0 to 3 os , ` /4© v_, m CdHStILTIN© CiY1L ENGINEERING tI OURS;,-.AND THAT THE CONS' r n r nn of ; r»_ .r-- r; ' c• gG` ANDLANDPLANNING SNrETisISuit* 5545NMountainERHARMLESS.FROM ANY AND ALL LIABILITY, REAL CREPANCIES TO THE ENGINEER E <•., r f 11V1uoWNERANDTHEENG`IN ::W, ; „ -•i .; i .. k - .A (/ !t( FIAIAtN 1n Ave., Aw., S era R EGED IN C(91NECTION WITH THE PERFORMANCE OF WORK ON THIS PRIOR TO THE COMMENCEMENT ' c t tZ 3t- UPLAND yCiI.IF Q4RroN12a49g F 1¢ ALL E f'; P -, Q CHRIS P. AL"fURAS DATE G• . IGENC 903 EXP. 3 -31 -93 P a A R9 IhCT,EXCEPTING FOR LIABILITY ARISING FROM THE. SOLE NEGL OF WORK. ;..• /. ; -\„ R.C. E. 28f, ,r cSti/. CIV WA° F THE OWNER OR THE ENGINEER. -' \.v. r- *' tf. CHECKEi? FtCE•No - B/ DRAINING NO.* 5: _ - o AlAw.0mve AFi'l D 1 g 0 smver TI`S ,0 1 qr 1= CP ti' GFB AND ASSOCIATES'INC. r cal. N T 2 , 847 root - WT '4 G.S ` 6809 INDIANA AVE. R1/ESIDE CA. 92506 fl E '' FILE NO•'" 7 1 f P.9 Z bt G5 G J J. N.4 /3- - 772. 4'. 4 f. . r .•ti! 1 y_- n fI Il r 4 6V'f•R--& ADD DR. APPROACH & ST. TREES. ON LOT 16 PER pttC Z00 4- 00303. 8 ROW 2664-0197-1 MAftw1 L EEG{ a IVJG GRP. ADD DR APPR, & Sr. TREES, ON LOT 33 PER MARSHALL E GINEERING GRR, © 4- i 167g BY L. t. a' fyl TYPICAL SECTION (N,- %. , = 'cYL88 1 *1 `` , 1 I r TRACT , ALMOND STREET -- i, t ALMOND STREET c :. F .:' r ` • ,515 strr.' /3 EQvES r'Rl.4.V 1( sEE' sHr• v s7-r A.v I 4:: - _ I • 1 ! r - Wf W I ,. , . h 11 be set b the Contractor or Engineer. Paving t .r 1 EAii , v DO,vf 5. All grade stakes s a y D' "' ; \ *` ItsGAA'E+D w ,8'Q. stakes shall be set at all hinge paints, edge of pavement poin „y . flan and at not more than 50 foot Q QFESSlp r 30 ° FOR LARAM /E DR. A.ttO o N t E ST,wvD•o ' 34 %'GAGE, 5)0.c ,A4,< d/'I- LEFT sIDE ONLYiriithin0.01 foot of sub- grade eleva it En ineer d dditional avin stakes may be required by C y g F2 !2, IS' /' 12' SCALE: 1' 30 C,,'2,ve/ G`T° I intervals. A P g V 1. G, as needed at warped or vertical curve areas . , , . X: jd,2 ,2E,yL.5 5T,P E'Ti4.v0 GDiYlilS Gdt/.e' ,T' r` oG' , V%, m_ ©•511 4' .5' rte' 19 g, g 75 4 r4• 5 hone or other utilit laterals, u, _ rr+: w .-,-a '/, O yt/.9G.eO,it/,E'lGH7""= /G•E' it/GY, 6. All sewer, water, electric, gas, p y = iC 5751 a LEVt; L /Nlr GT e-T 1`AAM AN11c;KC NAMC. pt`'IMoN 1+AM MIN-., 5 S SPAC.It'1Ca' 1'Z 4T Y. k mains, ar crossings shall be constructed prior to paving. * r 4 0. 29' ' 0.17' 0.201 5-/4 " :!' ZER ` 7'R T 64S IERA 2(FLORN P uSrRA1L1AN w11.t.otrti! 5 RT: SO rT. d.C. lSCqAt~ 111 7. Compaction tests of embankment construction', trench backfill, com- s- /a; /, _ r 4..ARAtH +G -DR \V LiQuIDA,MBAR S1"YtLAC IFLUA i cr•) a 'Pi: 25 Ft= o G.. l5 t AL ,SPA I , pacting original 'ground and all sub - grades. shall be performed at nn d, em Q k t t fE )&Lf5 57IFl -P- S 1" DELREUTMLA p t4ICULATA N 1N [ + cost co the City of Rancho Cucamonga: A written report with these ¢ r 01 GAtt4. 23 i". 3s% O.C... t.+6AL C6R t compaction tests shall be submitted to the City Engineer for approval % ` rior to the placement of- base materials and /or surfacing• ,. I 2 1 2 t CONSTRUCTION MOTES FOR STREET TREES T.1" = S.a ° ,06 t -the com lesion of paving, a materials report shall be submitted to z .iGGS' /, '' - 8. A p the City. Engineer. Lising all tests or determinations completed to TYPICAL .SECTION (N•rS'•} verify stability oil content and Gradation of asphalt I;aving 1, ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLAN , 60' STREET w. qp, Prior to inst;llatic of any r avin a materials report shah be [ I 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT he s of Engineer. i.isting all tests or determinations LARAMIE DRIVE, LAREDO PLACE • KEY AP submitted to t y g SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TQXICITIES OR NUTRIENT completed to verify: ,slave analysis and sand equivalent aZ REALES STREET -From BERYL STREET To STA. 18 51.32 & LOMAS COURT) DEFICIENCIES MAY REQUIRE BACKF'ILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. k tO/ aggregate base. 9 ESStp,y,, -- 'REALES STREET (From LAREDO PLACE To DELPHIN PL.AC 3. ALL STREET TREES ARE - SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. c 4 • 0 ,d4 1Aw i o Pavi shall be performed in accordance with R -Value and Pavement tests l.Gp` 4' t ' q 8 n8 tructural sections (prior to final plan approval) `" d ZGs 4, STREET TREES ARE TO $E PLANTER PER PUBLIC IMPROVEMENT PLANS ,ONLY. c`.s I fl -.. .`` taken to determine. s y O - p Vf A ,Nt> St"(P -' • d' 1. W c R W !0 rJ J r' r-fs Rt trJ`T i ._ , _. •, ,: , - -.I s ` W NOIRCE28500 ++++ yyI 1 d 91 IAlST,9GL I56/IG• RN&A us CERff5A-ve9 Il°'a1CP1-E 4 4F`f /- MAT'" 2 ©`D.C. ; A+ -,.;b a i>2 Fo ss, G, "moo r4 • `I - , ants are to be Laced on native soil which:. consists of a 5 i >I• Z 1A157'17G.L- /56,,L..SR/ D, 867' R /R dEfGe,kwl,eRdNZ 4u',97 -,4r, %C. f 10 When improvem P ;- .., Exp.Mtttch31,200i Gatio' ode shall be re aced. b removing all. racks * 2.6 •, `4s - rock material, the sub -grade p p Y ,' "F J1 *' 1»iPT' f;Clt''wGla'`," )r ;w • `; y C/v L ti• , ' , 22 + G, a Z3 II 15 -Ll. STR I.'C 'tars P TABLE o 7N15 $f1F7' CoNSTR Tot 1 NpTt'ES 0` r';t'SSi '~ t.;:.-i which protrude above the sub -grade and all voids • :or depressions shall ,7 33 33 4 I . I oC2 STRU T iR ES oN I kItS SH AT. 19 C+1 - e07 prate L C ^r 2- c C (at? Ycaa 16 be filled with a iirie grade material' of a quali'ty._better than the nati _ < 11 . I/ 22' 22' II / { j -., ;:>1, , ° 5/46 < (I t•I(.I l,r :.; . ;'t I t 29 Rt =MoVc Gxls \tNc - CC,+E' r ?0 w » 11 material. '. ' , r r , , / s, r iS ;g, ' ",OI 0 . . P, 08 9 f, , Xk 11 . i i I1 // !I .5 4- E a• 5 -, z laced on sub-- grade, a• •soils sterilant Q5, 4 S ` . concrete is to .be p (" r 2 lZci.DGA'C S•t. LtGuT. C`f S.GAt..tlr.Ca St FJ. 4"A pc2 AapGOO2 ©r3A r!`cC Q'' DEV LoP t2, y'=,,•..' '' 11. If the asphalt uniforms , , _ p R tS' -. .• and p,C.C:. shall .be Y s - ,,;" D/>rJ A IYF .v P dA d, far use under A.C.. LEVEL LINE R e istered b the E.P. A. _:. 1g i t i'YL sTREE T3 t _,; ,; ; R V2 0 7o -0- - ` B I e. for the full pavement ,. t' =,, , I . , , ,; , . eG acturer•; s recommended rat ";;4 Y1V - 4appliedat .the manuf . q ,. p. 2/ O. /v O.2i , lq..! •G,WSr#LIC GW GEp7'SY,QE t tLY. PP r :sd f N g,.' /4':•/' _ 5 :.• - - x _ VE'C ,FAT 14 _ ' r 4}. !!n , +i; 4c L.tS r \ rr r _ fit' o ovine C width prior t paving. COY ' .t/ k' G T,2 % AN l EGP.S// a t'` t a', PGA 5- !3Eftr .L d 1'el l"I vfor' the can- , , rM Fr3,2 E. 9 / `• uantities is provided iiy the Engineer on1y.A rn ' , 12 Estimate of q , s v vr/Gy a if , nce of the developer, the contractor shall make his own deter -- w Na. C(155Gt}4 venie ' d An c h ofd rD a , I1C t3 1:3'Ra b y r 11 ion uantities before subm sting Epp, K. G°. % , f ; ;. onstruct -1 -f-`D •''.. _ . mi nation of c q fisted . 1 1 ' ; '.,,.,.. ,. TIMATE - ,_, ..` Cit;S "'IC) ,LCt1'" . •Z^•1 .. . e Tans which as not specifical y ,. aired b thes g._ ,. a?l1l t7 •.,.; 'I"YPICAL.' SECTION (tJ -T5 -) CONSTRUCTION NOTES AND QUANTITY ES ° item of work req. y - laded in the 0 t t ``AI, - - 13e tN .,,L•L" j t,` `; be considered as inc 1 _ ant ties 'shall .. _ - -- _ _ _._. imate of u :.. " q - rr Orr A B. ZS,2G2 SF - --- _ in the est I _.. 1. I q 6b STREET . 1 CONST 3 A.C:'/ 00 Olat,a` Y r. 2(a ,6, r n 4 2 13 1O, 29 1 LIP 1)k /1! A fplC0,9C1% , . Zi ID 2 CONST 8 CURB & GUTTER . PER CITY STD.. - _AOD.Dotheritemsofwork. - BERYL STREET (From LARAMIE. DRIVE To REALER S"I.REEi'} I . bars 401 and 402 , . t .i 3 CONST. SIDEWALKS AND RAMPS PER CITY STD. l- n3 &L `t of Rancho Cucamonga Standard Num 19,340 5F GoT . a , p.r; 13. Street signs per City ( JT C ELPNIN PLAC REALES STREET Frcirrl DELPNIN PLA GE 'Ib" $1= IDYL.. STREET)-. ?7o LF By;rFxrw R rtlNfl''CK, ' E7 LTJ - SAWCUT & REMOVE EXIST. A.C. BERM. shall be constructed at each intersection, ' k' , : :' j ---- CONST. CONC.•` CROSS GUTTER. PER. CITY STD. 308.. 161M6Er_1A1r4 -T•t- antis -0t, f3 . 3710 . CrN 1 . r .. _ he developer from responsibility >., >'` a ravel of lens does not relieve t P y :. , :. CONST CONC. CROSS GUTTER PER CITY STD 309 • 81 ' se rr rr ,}p SIR i 14. City PP P / / 04 .,,,,; 7 ---- REMOVE EXIST. 4 WIDE GUNITE V DITCH far the correction of error and omission discovered during construction. r << t2 t zb 8 , pE -i aU s >z6 Y -S N 1. .. fre uest the required glare revisioxas shall be promptly submitted to -- INSTALL STREET LIGHT (5800 LM} 37 F.A. 1 1. Upon q I R W I jf/ 9 CONST. CONC. DRIVE APFROACH PER CITY STD.€# -3 x =' (W =PER PLANT . A, 1o49 .S.F. he Cit En ineer far approval. . 1 ' 7c7' t l5 I zLU TD LAT 1 j 8Y 1?Qr l t y g "F 10 CONST . 2' „V,' 6UTTER PER . DETAIL ON SHEET 1. t F , /5-al t 7' z " 12 C' . ASSd Savt; A cta T' /D• streets shall be in a neat, clean,, hazard free, ,, f -,A /11 = 5, II FEATHER,1.0' MIN. FOR SMOOTH JOIN. .. , 15. Work site and exterior y, _` - n` ite shall be cleaned upon , I <4 _ _ f; ,::.v , :. , r ,, t • r, ,t erl state, throughout construction. 8 I5r !2 CONST. LOCAL DEPRESSION PER CITY STD. 518- i11 ord y //I 22' 22' it EA. . , , t•7. 1 REMOVE EXIST. BARRICADE. 22 t_ F is i;1.r1 IEtfsPt C7 /% ° IDS`. 4 04 & 4 05 . SD t,. N X17 i qe Ali; 5 f vQ{D6 request of the inspector. //° II, 11 !I IA CONST. BARRICADE & END OF STREET TEMPORARY PAVEMENT PER CITY S 15 CONST. STREET NAME SIGN PER CITY SIDS. 4016 & b AND. 402. 15 EA. I'' 'Z't''''' Contact. Utility Comvani.es as required. 4$ hours vrior to excavation. a'. 4' / 716. Co . . -LEVSL L /Nts ...- , zs 5:. I,t. io c s a JaDD DRIu APP RAMP, S: 7RE &s - , 11providedfaryourconveniencearethefallowing: - •2/' 6.10' 0.2t' /Gi GONST. ¢ "A.C.i4"A.6•. 1 r ¢,,, /... . s /4 "'' I I3 DEL67E h Nth' t sWrt K /u N ts>a RaWo oI F98 :, .d - RLOC,Ti PowEQ pot_t: i+A. hriel Vella Municipal Water Distric o -oa t y 7 ' Ar i RIND t`IC 04-215, 00 11 A. San Gab • y c 69 -2718 owcN Ar p R I2 D A 2.._ /j - /N5TALL 15 aAL.:STREE`T 7/P S, Ll4U1,0X1W ASP STl'/C'AC /FLf/.4 /c STlIIAL , 3995' EA. 213} 9 o E DR. A,rP , Mr. Bob Stallings fIEM aaa cons tructian C t t3 r, ER Xr1?S'40 C. PEI ' 4f NOTE'S f/Lri'ElJ/Y fD/f' BE1PiL T, DE"ft //VPL. , ,e fJ DR1V6 APPROACHE -5 A-O STRaeT TRtMGS PGR PR. for Base Line R APPR, $-'. T1Z r ' G ri . 4 one zoo3 - t LA/PAhI/ !1/F; LA1"EL3D fL LOMAS C%; :/YIOJAYE iPO,., ' E'Ef1.Z,e ST U sit' >3Y 5A>rt1'Sow /isSnclAT _Sias :sH75..4 GG - 9 I e eral Tale hone (800} 422 - -4132 ON Lor It PER . A v0'3 /cow x004 - 0099'9 'A r IG d service 9 r << i ,. L2\6_s"' Y (c I IjCty'CiNb GUlil l r1t? .%h'i'i t Di -C,i-f / R PL acE t.i'rtl %2 IP,wvE sloDEa D,rv WAY: Anio i r -ees " ..y r I for undergroun x 0 f`' G ° A . 6 0600" w f Aifoe. !._.x. "' _ a Ct}t iS'r A.1,T : U_tSIA.E. t7I W . ,._.. s89 21 . _ .R - t . C3 TLS. -PEA, 1i`Y'.:.`CG.:.1.47'A . f.3Y A55ac.iArtrr G/NE s 11 Iafornia Gas Company (714} 529 2 N i'S'.} 7 C. Southern Ca PPrZo,q.:l ST. 7RaS _ • • L SECTIONA1a aktve A Af ' W-PICA FOR STORM DRAIN UANTITIES SEE,, SHEETM 9:` 14 529 -7070 Q "R Y15E` DRIVEWAY Ldca-r iaN .4/.lb . NJirJTH .. 41.1' - Birch Street (7 ) _ooG2191E . !!`` , = . % t- 2vc, 50 6 T • ,i -c! LZ . for / 4Pv/R Gor e0 ,'0R 3 0 STREET ,- 5; sso sera /Nis b4 , 11 Brea, CA 92621 ».,* s {- LARAMIE DRIVE) . fl- r•P'sa 1 kilo ttP F>: L M 4 N D S T R E T T o .f - A:7 aEt p s. sT es r -rr e t. o-c t o A < < Water District (714) 9 s7 -2591 tzoWb 0091 BERYL STREET {From A amore a County , D. Cuc g +v FORE UESTRIAN "FRAIL (LJANTITIES SEE SHEET ;13 -:dr-i,%s Araa11 E.9 /rcer Tr 5irf • r / -r ° - " h AD DI IVE,ILE E'RoACNt:S rernardinoRoadan •, - . , jV&V/_ ire mss/ W16; /d 54 , ,.r . ." +h, ••.39641S l .. fR ES iw12 i• i9 o rx' .. y ;' s: ;/e I A 91730.c3ri DaQ - q/ Rancho Cucamonga, C FZ -o11 $ aY6ta*&SAMN GE .x - - r i 3 $ ' .•'. _, .. ADDED DRIVEWAY APROACH LOCATIONS FOR LOTS:. 2 -2t 90 _ strict (714) 593 -74740olianWaterDi R W k wE, Metr p EF.S To 1.a7 , .._ .::• f ; , ` . _ 37, 38; 40, 41, 4, 45 , 46,4.7,49,5t,72,73, 74,76, 77, ?9,80. ....••. A Dr=4 D. A. a ST. TR Ia /w d153 . A Cor7rwA11TY ~ P. t). Box 54 -, p _ oc - 007-16 %Y S' ` Yn9RG3 7-RA /G Sd.C! ` -4 =91 'Ey. /SGrL A.4 .4OI7•4O 57pllleE_- . _00AIW -0• (Q 3 -3--BG : 1 Los Angeles, CA 90054 SAM S SS 2Q ° 2C7 F, Pacific Telephone Company (714} 999 -5639' /2 / 5' DF_GCRIPT1014 of F WiSIow BATE PP 14' /¢' y DESCRIPT N o REVISIONG _ i DATE APPROVE9 , . . . 5' 4, S 1 g, g' S' . h V , _11 . 11 A-4_1 PRIVA'T'E ENGINEER`S NOTICE TO CONTRACTOR -LA=- LINE 1. • X t3AQFESS/ 4 ' ', \ mL7 1 r, .4 %I1 'w4.S I t A MQNGAu< R / ``~ . CITY of RAN CUCfl1!L @ f . g 0.27 6.39 ,,. /4 ,' It . jOFANYUNDERGROUND. UTILITIES A. G; a ` y ,+ •• a.. r: ` ." -11 1. ,, _ - THE EXISTENCE AND LOCATION !2. ' ' ,' ' [ p j - tom" u V W` 4 .: . f , y4 •.....• r _. ' . •w L,'` ,L ' 1% 0 <, - (* 4 ':: I'sAREOBTAINEDBYASEARCHOF . @- ; I U 2 STRUCTURES SHOWN ON THESE PLANS , . , • r , ° ' I' !l. <0.SiQ., `'., I 11 626a - THERE ARE 2 5 • el-_- (o ?, .. N AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE : ,•,. , im ab tr ti : J U NO EXISTING UTILITIES EXCEPT THOSE. SHAWN ON THIS PLAN. THE N0 46 ,; ,, `.D S 10 44-120. i.r <' 1` % TRACT , NOo 1 1 D TO TRICE ALL PRECAUTIONARY MEASURES TO 1.31- J '. ti: ',`..G : Caw C tf' CONTRACTOR IS REQUIRE. E * Ihx ..._ _ 2TRUCTURES r ','' TI''L HEE"T` D t t4. ITIES SHOWN AND ANY OTHER LINES OR S , r PROTECT THE UTIL %"T -$, !oJ + -,:° ' 'isi1•• ham{ .,. hI3, :Y • PT! 111 ON .. d ...., .. SIBLE FOR THE PROTECTI f . C'IV1 -. %,.u> E PLANS ANp IS RESPON N TS s "V GU ER DETAIL x ( - \. t a- I. SHOWN ON THES , T _ NL' SECTIOc TYPICA ..... ,,;.4 ES OR STRUCTURES . tF r ;#; k ?" i N4 = ` wlV - ``t" . pr OF, AND MY DAMAGE .TO THESE LIN '- r~AL / • ;y - . U, -, ; _ ._"___. ao>: ET IMPROVEMENT PLANStr +n r .; 4 ` AI. o p ss /o p, . . SIREC 4- , - PECIAL NOTE FROM `PRIVATE ENGINEER TO CONTRACTOR Ll MOJAVE ROAD : -;` P„ It 11 ,Q1C w , I ' s , ;'t r . . #a w APPRaVED I3Y , , DATE e., 111. a o` % Q ; I R C•E. No.23889crrUC` HE SHATL ASSUME SOLE AND COMPLETE RESPONSIBILITY L'=% ,,,. - 1 ,!' , /3 rst :' "" ESSt(} `° • + '° NGINEER ',. CONTRACTOR AGREES THAT 36 p,OF ., ,,4 CITY E /' E COURSE OF CONSTRUCTION OF THIS PRO- FOR JOB SITE CONDITIONS DURING TH NOTICE ' o "nom MADOLE AND ASSOCIAT S, INC. R M ENCIEb iy RSONS AND PROPERTY THAT THIS REQUIRE- •CONTRACTOR SHALL VERIFY.ALL 4. ,;. ,• ` f 1. ' I' ECT IN 1;UI)ING SAFETY OF ALL PEr iai, , , . C REVISION ' PREPAREI tNDER T1iE SUPERVISION,OF. QESIGN inbS r SLY AND NOT BE. LIMITED' TO NORMAL WORKING CONDITIONS AND DIMENSIONSP/ ;:` /VIE """ a. ' OF SAN BERNARDINO COUNTY o ENT SHALL APPLY ,C ONTINUOU % G N X h' -. TRACTOR SHALL DEFEND, INDEMNIFY AND HOLD -•THE AND SHALL REPORT ALL DIS- 3 3t 1,0 to 3 os , ` /4© v_, m CdHStILTIN© CiY1L ENGINEERING tI OURS;,-.AND THAT THE CONS' r n r nn of ; r»_ .r-- r; ' c• gG` ANDLANDPLANNING SNrETisISuit* 5545NMountainERHARMLESS.FROM ANY AND ALL LIABILITY, REAL CREPANCIES TO THE ENGINEER E <•., r f 11V1uoWNERANDTHEENG`IN ::W, ; „ -•i .; i .. k - .A (/ !t( FIAIAtN 1n Ave., Aw., S era R EGED IN C(91NECTION WITH THE PERFORMANCE OF WORK ON THIS PRIOR TO THE COMMENCEMENT ' c t tZ 3t- UPLAND yCiI.IF Q4RroN12a49g F 1¢ ALL E f'; P -, Q CHRIS P. AL"fURAS DATE G• . IGENC 903 EXP. 3 -31 -93 P a A R9 IhCT,EXCEPTING FOR LIABILITY ARISING FROM THE. SOLE NEGL OF WORK. ;..• /. ; -\„ R.C. E. 28f, ,r cSti/. CIV WA° F THE OWNER OR THE ENGINEER. -' \.v. r- *' tf. CHECKEi? FtCE•No - B/ DRAINING NO.* 5: _ - o AlAw.0mve AFi'l D 1 g 0 smver TI`S ,0 1 qr 1= CP ti' GFB AND ASSOCIATES'INC. r cal. N T 2 , 847 root - WT '4 G.S ` 6809 INDIANA AVE. 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