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HomeMy WebLinkAbout993-D 131:NCII MARK #97 CHISELED "0" IN N.E. CORNER CULVERT MASTER PLAN STORM DRAIN HEADWALL L 1 N.W. REET HAVEN AVENUE AND 19TH STREET ELEV. 1430.89 LINE 4N GENERAL DOTES 1. All work shall be done to accordance with these plans, the City of Rancho VICTORIA STEET TO 200' Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall he familiar with and shall be responsible for adherance to these Standards and Specifications. D L r IVOTa NORTH OF HIGHLAND AVENUE Z. All pipelines or substructut•es of any kind, telephone or power poles, water meters, /2" /8"4" /.O 6"10' 4" valves, fire hydrants, etc. shown or not shown on these plans within the - /.0' 5 right-of-way limits or in adjacent areas where improvement work is to be done A ibh � teragti s #*�*r� Mwd� shall be removed, relocated or protected in place as required at no c)st to the 36" 15' 8• Qp H. Pd foot. City of Rancho Cucamonga. 48 1.5' /0 2. Where p*. , o/oH'f'�& ab»eltrs enc jhPvd/rrM o cow" /5' /0� 3. Any contractor performing work On this project shall familiarize himself with clodbn, L end Ts/w,Ibe nesse o✓Mekrgrrp�pe 0=Dy ar 02, the site and shall be sole responsible for an damage to existing facilities resulting 60" /7 // Y P Y g g g 66 175" //" W* hOW°& directly or indirectly from his operations, whether or not such facilities are 3 Ar ppe krger Ma►►66'0 cro&~is reox7ld shown on these plans. 4 for pix sat not tried use next sire krWr 5 COOree*rc:rg on pipes 24'"d less n dbnelrr and on 0# 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering pots .here O'4le A d less Mar /O' Department prior to any encroachment or construction within City of Rancho *4iR12� 6. whare re r�•c v is requ e+d me a�rerer of of c:,cv�h *S Cucamonga easement or right-of-way. i shod be Df(2x rvd 1Nckneis1 8." 5. Compaction tests of embankment constrttction, trench backfill, eompat-ting original 0.�' ►:=�,J y .+f 7. when 4 is equal to or less than Ot, /lath*wests and ground and all sub-grades shall be performed at no cost to the City of Rancho . :i. , ;. � • �qn• Cucamonga. A written report with these compaction tarts shall be submitted i Jam` ¢ewer n l to the City Engineer for approval prior to the placement of base materials and/or S Ape moy be ca►rugnted mebl poe, covefe pOe, or o Mob r i comrete ppe, or asbestos cement pipe. surfacing. I 6. When improvements are to be ptaced on native soil wliicli consists of a rocky 9. AbI to be used for o sire change an 1M moinh�t ' t, material, the sub-grades shall be prepared by removing all rocks which protrude Aft- werfx 1 * ; • above the sub-grade and all voids or depressions shall be filled with a fine grade Pipe ; i *` material of a quality better than the native material. 1 _ 7. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the contractor shall make his own "-termination of construction C01 I AN DELETED PVT. S.D. PER quantities before submitting a bid. Any item of work requited by these plans ►. 4 — - ' which is not specifically listed in the estimat of quantities shall be considered < AVL- R. 12922 as included in the outer items of work. •46`/2' `. :-� 8. City approval of plans does not relieve the developer from responsibility for C -3204 4 C cUJbr Tiesthe correction of error and omission discovered during construction. Upon request LAN BEN1�SEMR, TRUSTEE the required plan revisions shall be promptly submitted to the City Engineer u = E11SiF7ED for approval. PROPERTIES 55.3 AC. 9. Work site and exterior streets shall be in n neat, clean, hazard free, orderly state, ` € 17.4 AC. throughout construction. Site shall be cleaned upon request of the inspector. 10. All storm drain pipe bedding shall he per City of Rancho Cucamonga'Standard Drawing 513, Case 1. 11. Contact all Utility Companies as required, 48`hours prior to excavation. Provided / HIGHLAND-HAVEN for your convenience are We following: Z ASSOC. "OT s r 32.6 AC. s^T A. General Telephone (800) 422-4133 for underground service. B. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cucamonga, CA 91730 12. All pipe lengths are horizontal projections (not true hngths of pipe). The 19111 STREET Contractor shall determine true length of pipe. (A W BARCLAYS-TAC N QUANTITY 4N 53 AC. PAVING NOTES C'�pNSI'T{UCTION NOTES AND Ai!4TITY LSTI1VlATE � LINE N I. All work shall be done in accordance with these plans, the City of Rancho �1 --CONSTRUCT 57" RCP, 1400D 5�� N0 �EL�� 985 LF Cucamonga Standards and the State of California Department of Trarsportation f /�/aTE �6ZOW K. Standard Specifications, latest edition. O2 -CONSTRUCT 51"RCP, 15001) AF SE '03 LF - K. " ,� SEE N01 E ,BFtOGd . �3 --CONSTRUCT 45" RCP, 16011D 786 LF 4&CONSTRUCT 36" RCP, 1750D 4 LF � NOT s eAnT 5 CONSTRUCT 33" RCP, 1500D 4 LF �ONSTRUCT 30" RCP, 1750D 12 LF EXISTiNG S.D. �6 -C PER TR. 1 1606- 1 j a7 -•—CONSTRUCT 18" RCP, 2000D 12 LF "Dr.,LETED" CONSTRUCTMANHOLEMANHOLE -A- PER CITY OF RANCHO CUCAMONGA SIANDAItD DRAWING NO. 510 5 E VICINITY & INDEX MAP lU CONSTRUCT MANHOLE"B" PER CiTY OF RANCHO CUCAMONGA S'T'ANDARD DRAINING NO. 511 4EA 11 CONSTRUCT BRICK AND l%fORTAR PLUG 6 EA DEL ETE'D d �13 REMOVE' INTERFERING PORTIONS OF RUBBLE' WALL AND � © RE✓. M.f� LOC<JlION�S�. 34*24•?D TD33t39.75� (�CQ POUNDA'1'lON LS N B6 QQ REV. cotisr. .t/orEs _ OW 7 29 8& 14 , DELETED" �9RRIfo fz OF nMw5 eR PLAN 5rmly OR I/N L/NE 4N,,,* DESCRIPTION OF REVISIONDATE CITY MMES NOT REL/EVE AIVY 49V ISZORA!�rNT eONTR/6a71_ V� ASE APPROVED 15 SA tVCUT AND REMOVE SOUTHEASTERLY PORTIONS OF A.C. PAVING AND SCRL'1:NWALL. LS rO 5A/D L/NE" 10 X0/1 /4clo l�i!1floG -AYNY A0o/7'10iVAL srOR1 CITY O F RANCHO CUCAMONGA CONSTRUCT,TEMPORARY EARTH BERAI 3' HIGHIGH TO DISCOURAGE O�P�9//Y�9GE /MPRDY�/►��/YT.S NOT /�EFLE'CTE40 IG 0A1 rllESe �.ehWIM415 VEIiICULAIt 1RA17I'IC F1101\1 ROADWAYLSPLAN AND PROFILE W11/4q IVAY "742FR 846 0e:F lMRED 8Y THE G/T'X >i o�RoESSIONq� MASTER PLAN STORM DRAIN --PROTECT Exis•rING WATER, LiNE ZEA y�Q� 11lIP - PROTECT EXISTING UT[Lt7'Y PULE 1EA LINE Ncs 19 REMOVE L•'xiST[NG A.C. PAVEMENT AND CONSTRUCT 4" A.C. ON 3219sF � * No-c 2x°22 * VICTORIA ST. TO 2 0 N/O HIGHLAND .AVE. 4" A.B. 2U CONSTRUCT 45" RCP, 2000 R BACKFILL PER CALTRANS' S'1'ANDA1iD C/VIE ' APPROVED E ' DATE 1'3a PLAN A62-D, METHOD III 370LF 9rfOFCAVt CITY ENGINE R.C.t.N0:2389 DESIGN RECOMMENDED Conatraction contractor agrees that In trccordance with genel-atty accepted rnnctruction AL & R J W uvr�tGtNfEArNl3 / 0 '! /� Irartices,construction contractor will be required to assume sole and complete responsibility for = _ AND SURVEYING NOTE: Potr/c /rsii� 2�2 a/toierrte 6et/J f�G /Yft/t pJ jet site conditions during the course of construction of the project,including safety of all persons b C«rd DRAWN N RAND PLANNING ! SHEET , We 000 t 47ool Me Jleel and property, that this requirement shall be made to apply continuously and not be limited to DS ; p K W. 7 T. cA 91766 a 17141"6-"194 � s normal working hours,and construction contractor further agrees to defend, indemnify and hold ofC�Enginear (� OF design professional harmless from any and all liability, real or alleged, in connection with the &LondSIDf1► yxi .C.E.NO?s02 performance of work on this project,excepting liability arising from the sole negligence of desi n CHECKED DRAWING NO. pe P j p g g K professional. 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L._. '.,.:.n ....e., ...},,.�.. .., .1 !w e.. ...:.-... a ... - .-. ,,.o:.i-+-. .. .,.. � n_.eT.:. :_a O W ti -� -� � z w ice/--•p".� + .._.. b..� _...,. ..... � � .... _'� .�. Z w �1 Of �4...w� Z z O Z � o � � � :..:-.T...._n....-: � �, •�...: ... _...-_. ..:. ..:.::. i.:.. _ €.._ _sus.. .... .:a... ..a-:. ..1....'.;-� _ _ �. Oa - • .'g- f CD Z1 �o - o 3TA. 2 •00.00 - Uy O �o p-N ; o , - -. �... o f�' -dGx :�Ki0J.3 r"• - - — •1s �o O n �'' r�Arc,u ,cry s�rr - y > �• 0 /r1.4TC� /il/E - EE sly�aa 3 N m a WMEMM _1 ,A I: 13ENC11 MARK #97 i j CHISELED "O" IN N.F. CORNER CULVERT MASTER PLAN STORM DRAIN AVENUE AI,L A'I' N.W. CORNER HAVEN NUE ANll 19111 S'I'REI:"t' ELEV. 1430.89 LINE 4N GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho VICTORIA STEET TO 200' Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall he familiar with and shall be responsible for adherance to these Standards and Specifications. NORTH OF HIGHLAND AVENUE L T NO TES 2. All pipelines or substructures of any kind, telephone or power poles, water meters, ' /O' 4" valves, fire hydrants, etc, shown or not shown on these plans within the 5 right-of-way limits or in adjacent areas where improvement work is to be done D /0' 6- I A cancreta chars rtgrrM w11�-e the chorrge v¢ode tzcxds shall be removed, relocated or protected in place as required at no c est to the " 15' 8' D/O IL per foot City of Rancho Cucamonga. 49" 15 /O" 2. Where poke, oI dff".w&meeers "joined with O concrete 5T' [5' /0 Clo✓lor, L and T Slro//De those of the larger ppe D=O, a 1)2, 3. Any contractor performing ivcrk on this project shall familiarize himself with 60" /TS' /I' the site and shall be coley responsible for any damage to existingfacilities resulting is 3. For ppe ,trrger thin 66'o specwl talo*?&is requir7d 66" /75" // rotei directly or indirectly from his operations, whether or not uch facilities are 4. for p1pe sire not,fisted use neat sire .hrgrr shown on these plans. _5 Cirmfrefnfaanq on p+pes 24 and less n dcmeler and on all 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Apes whe-e angle A is less mcn /O' Department prior to any encroachment or construction within City of Rancho Le4�12~ 6 Where ren/xcnq Is requ�ed mae � neter of the titular ties Cucamonga easement or right-of-way. shall be D+(2 x wall Nrchriess I* B" 420-C-20W .0W Ccrrfete 5. Compaction tests of embankment construction, trench backfill, compacting original 7. When a is equal to a less than 1)2, px► inverts and when q ground and all sub-grades shall be performed at no cost to the C;ty of Rancho is p eater thin 01, loin so/%/s Cucamonga. A written report with these compaction tests shall be submitted B. Pipe may be corrugoled metal p+pe, concrete p+pe, Or ren/aced to the City Engineer foi- approval prior to the placement of base materials and/or 1 concrete pipe, or osDestos cement pipe surfacing. 19a 9 Not to be used for o sire change on the mo7n/me G. When iill prove mentsarc to be placed on native soil which consists of a rocky I ! A_le_w_ crEx1_st I ; material, the sub-grades shall be prepared by ]removing all rocks which prot•rrcle Pape ; } — + above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. J 'OP_e� s Y" a� 7. I:s'imate of quantities is provided by the Engineer only for the convenience of the developer, the contractor shall make his own . _I.Crminrttion of construction ^ CONCRETE COLLAR 12 PVT, S.D. PER quantities befOl•e submitting a bid. Any item of work required by thc,,c plans + try which is not spI. ificaIIV listed in the estimat of quantities shall be considered f , TR. 12-922 as include(] in the other ilen►s of >�rorl:. ~��/2" ► 8. Cit approval of plans does not relieve the developer from res possibility for - --3 4 C-rcu/or Ties YI 1 I LAN BENTSEN, TRUSTEE the correction of error alld omission discovered (lurint; construction. Upon reque:;l the required plan revisions sh+tll be promptly stibinitted to the City Enl;ineer w DIVERSIFIED for approval. PROPERTIES 55.3 AC. = 9, Work site and exterior streets shrill be in a heat, clean, hazard free, orderly state, 17.4 AC. throtto-hout c•onst•uctiOn. Site shall be cleaned upon request of the inspector. 10. All storm drain pipe bedding shall Le per City of Rancho Cucamonga Standard Drawing 513, Case 1. F+T�TI,C7CR6= , 11. Contact rill Utility Companies as required, 48 hours prior to exc•iva+.ion. Provided / HIGHLAND-HAVEN for your convenience are the following: ASSOC. ivOT A PART A. General 'Telephone (800) 422-4133 l 32.6 AC. for underground service 4 �r, 13. Cucamonga County Nater District (714) 987-2591 96,41 San Bernardino Road ltanclro Cucamonga, CA 91730 M 12. All pipe lengths are horizontal projections (not true P^ngth `s of pipe). he 19111 SIRLEr Contractor shall determine true length of pipe. • ti N IF W BARCLAYS-TAC i N CONSTItUC'I'ION NOTES ANI) QUANTITY I'STIA1ATE QUANTITY LINE 4 N 53 AC. PAVING NOTES --- -- w Cr I. All work shall be done in rlecor•(lance with these plans, the City of Rancho N � o a Cucamonga Standards and the State of California Department of Trarspor•tation al --CONS'l'I(U("l' S7" RCT, 140(11) � 5EE N . Standard Sneclficatorrs, latest edition. i � /YOKE �, i.;�' L`l CONS'I'ltU(,'I' 51" 1tCP, 15001) f 9031,11' �� StE NorE 0 CONS'TRUC'T 45" HCP, 16001) 786 LI' f W �-CONS'TRUC'T 36" RCP, 17501) 4 1,F Jr NOT A PAI1T �i CONSTRUCT 33" MA), 1.50111) 4 LF CONSTRUCT 30" RCP, 17501) 12 LI: EXISTING S.D. PER TR. 1 1606- 1 r CONSTRUCT 18" R(71', 20001) 08 -11 14,11"I"'I'LIVI i CONS'T'RUCT MAN1101,1; "A" Pi'R CITY OF RAM*110 CUCAMONGA 9 0s'!'nNUnI{D DI1niV1NG N0. 510 5 EA VICINITY & INDEX MAP' Ill CONSTRUCT AiANIIOLF' "B" PER CITY OF RANCHO CUILIMIONGA SI'ANDARD DRAIVING NO. 511 4 EA I 1 CONSTRUCT BRICK AND AIORTAR PLUG G E'A 12 ('ONS'T'RUCT CONC HE"I I: COLLAR Plitt DI:'TAIL ON SIII:I;'1' NO. 1 1 I'A 13 REMOVI' 1NTI:RPI,RING PORTIONS OF RU1313L1; IVAI'l, AND h0UN1)ATI ON 1,S t4 iD1:1,1:'Tl:u" f�Pf'ROYfIL OF " ^W5,rZR PLAN STOR/J 9RIPIN 11412 4/V �r DESCRIPTION OF REVISION DATE CITY r ; 00E.5NOT R�LEiv� �iVy o��El oo/"SEN T 7h- WT e0,417R/i.�UT�'S I APPROVED 1 ., SAItiCUT AND ItEAIOVI, SOLITHEASTE.RLY PORTIONS 01 A.C. PAVING AND SCRI'`IENIV,AI'll I,S ORA/AW6E TO .5A/D L/NA" F•40/✓I �"Y ffa0/7_/011,1,-9L 3TORIA;�' CITY OF RANCHO CUCAMONGA j ' > ;ARTII BERAi 3' 111CII TO DiSCOURAGI' Y ?SLETEd6 PLAN AND PROFILE vhlu :ulA ( rl(nrrlcFROM ROADWAY tX/H/e�q MAY L.9TER ,BE ,�4'a/SPED BY T�1� G/Ty l7 Pl(O'TI:CT i:XISTING IATE1.1: LINE, 2E'A ASTER PLAN STORM DRAIN 18 PROTEICT i;XIS'I'IN(; 11'TI1,1'I'Y POLI: 1 EA ' LINE 4N 1 J ItEAIOVI; EXISTING A.C. PAVI:AII:N'1' AND CONS'I'l1UC'I' 4" A.C. ON 4" A.B. 320Sr VICTORIA ST. TO 200' N/O HIGHLAND .AVE. 2U CONSTRUCT 45" RCP, 2000 11 BACKFILL PER C;ALTRANS' STANDARD APPROVED t _ PLAN AG2-D, All-ITIfOIll 370LF n �r ( DATE D CITY ENGINEER tR.C. .NO.23889 DESIGN RECOMMENDED y Con,trucIittll collinict(tl a"I't'es thill 111 a('(ul'(Itill('e \11th "cliclillk ilc('epled ('till<tl'(I Bili JL & R t _ 1 -----------1�.`�— VIL ENGINEERING Q7 f` / /' ,�Iilctices•('rrrl'titictioll conllii('1(tl "ill he ft•( I11led Itr a��llllll� �rrlt•(ttl(1(-rrtll llt'lt•I('� 1(rI1�lItII11��1"1� � ' LI NDTE: env%• C m�� 2 2 c%o�nnce 6� ulC�/! ��� //J✓C� v/ I 1 I I � ' LAND SURVEYING 1 / )r ) alle (u1ldlTlUll�dill lll}`,Ih(' lnlll'l'(i(t uI1�Ullt turd t,f Illy Ilrrril'('1, 111(Itldlllr �;if!'1\ 4.1 ;ill II( I'�ttll, DRAW -i r'! LAND PLANNING ¢�< .aP on!! #e stet/ /liiJ��«r!��/l�` cklivnlo council SHEET P, aiHl 1)6(11)E'1't\'; thiel lhl� Cl'(I I11I'.'lll t'lll >hail hl' Illiidt' it) eltlll\ lv,Ill lllllr,I1�i\ aIl(I ll(,t h(' lllllll e(l ttt N rr;W 9TH ,�,' • UT k sF' LA 91786 • (714)946-9919 A nnrnud \%,,I kill,, hom,, mid("ll'lructitin voillIi1clnl furth( i a;r! (> tt,cicfend. knit! nlnit� an(i hitt(] OfCMIEngineer/ D S `� �-_ OF design Ilrofc••i:,nal helnnle•• irt) n am and kill liiihililN. real ttr kill(-,(,d, in (nnnccli,m %kith ill(- QondSurvewu R.C.E.N028022 })erft�rmanet•of w'urk on this project, excel)tinliahilit\�ari-in"Irttnl the.ul(• ne;;li;;('nce of d!•;i;;n CHECKED DRAWING NO. Professional. RAW DATE _5FILE N084022 993 D I f3LNGfi MARK 1197 i I I 1 ! t9 79.?3 >� 611mrT lYill+. B _ __. _.. .. ._._. . .... . -. _.:. .... i _ I „ I 1 I ....., . _ f /4/33: + • CHISF.L► 'loll or IN N.K. CORNER CULVERT i t HEADWALL AT N.W. CORNF,1; HAVEN AVENUE AND 19TH STREF,( t , 1 i M I ELEVATION 1430.99 4— F7/5 ' swoU�lb DV f+.iy _ S7DRN DRWA1 y : : 0 } k : #Un1W Fe. 0VeAv 1 �' < It , : 3 1 1 E �r04/,Ff � s - ! I ER Q 5 ORM ORA/ � a _ RRIAI � S �T. 6�DUND OV � : + q Y < t Q ' 3 t p eV . ---.••- � �.. �•�37 1 j Q r PER. Iowa /V O. B4/ } ✓� M'S'r. 72.48 ZF /. oxo__._ ----- .-`� �► CDNST. 40b G2 LF S7`"J9�' ( � ---- -L--- cP o < h Qts = 365 c!5 14-00 - D �� l # 'R►� f> a v ^ PROFILE SCALE IN�hOIVT. 3 4. T L.F �7 ' SCP. ' tCDlVST. 239.28 LF �f7' l�?C.P. ti HORIZ. 1 " - 40' 4*7 a 70 c s' 1400 QP5 370 f /400 - L _, _... ._ t D cs D t : : 2 VERT 1 = 4 27 PB 219 TR. NO. 9437 TR. NO. 94.35 M. ILO. 9434 !i/CTO,P/Q �T,PEET NIB /-9174 - 7G MB /55/20 ZT �--- z ��.�-- MB 14&17,?-74 _ SCALE: 1 "=40' .. _._� K .• o w .. •• .. •• A - yS' L = /0.50 •• -- V j C 7/O' ELE'V R TIST515 t V � 1 PROPOSED I j 0 � ' t O I rl � P Q 9 8 7 Cp PER. Oh/6 NO. dol I r ' ill ro 7 8 9 :,•• I I o .•z.. ... • I I � �� i ;''' � is :f �� � t� y '�.i ��' � 4• 0 h ¢ wit;�ti.o v° 1 l�'E' 'Pc v AI YO PL SIC CIFUTU�PE) NO' /Q' /O' �✓ - ---- -- - -- -- — -- - Al 00 ' - — - _ _. _ --- - - -- ---- - - p s ZR vol ,v4-0•s�Ir - l LONS T. 4.00 O !O"iPCP �►I I j� LArER.gL S=OD 92 l o tZR z 20,16111 T /5' & 7 I �. 18 17 1!0 - 15 14 13 h l 2 I I ° v h 10 12 13 / . Q oQ ¢ � F CUNS'T'RUC'I'IUN.NU'1'ES ~ � � � I 11�• �� �I ---CONSTRUCT 57" IWAI, 14001) DESCRIPTION OF REVISION DATE APPROVED �x Q �- ONSTItUC<►' S1rIRCl', 15001) CITY OF RANCHO CUCAMONGA L 5 —CONSTRUCT 33" ItCY, 15CCL) PLAN AND PROFILE I h �G --CONSTHUCT3U-IRCP, 1750D MASTER FLAN STORM DRAIN CONSTRUCT 1811 I(CP, 2000D, �__ LINE 4N i Lf"UI:LI:'fl:U" i 9 CONSTIIUCT PIANIIOLR "All PI:R CITY OF ItANCIIO CUCAMGNGA VICTORIA ST. TO 200' N/O HIGHLAND .AVE. STANDAIM DItAWING NO. 510 APFROVED cy DATE CITY ENGINEER R♦C.E.N0:23889 lU CONSTIRICT h1ANHOLE "I3" IlElt CI'T'Y OI' 1tANCHO CUCAMONGA STANDAIM IMAIVING NO. 511 DESIGN RECOMMENDED t on'truoi(Il) (•i mlIartl,r 3 1'PI'� thal In ac(4,1(1;111 u 111111 �ln11.111\ ,Ir(1'INId („I1 1111111};n JL A RJV_Y_ 44f l CIVIL ENGINEEgl'4G I glral'I1(c••(y,n11'llrll„tl c„Iltlall„I \\Ill lll' 1'cltUllf'd (,+a��111111 �„l,�an11 c„II1 11 c'1 t' rem I+itl�lhllll\ 1„r � - '- , .� � --- 1 I LAND SURVEYING CJCONS'I'ItUC7' 13R1(;It AND PIOIt'I'Alt PLL(' iuh .itf'<•I,nclitrm•during;the rllilr.c of(Im.lrurtlun ul tLt Ill,+lt'rt. nr iurlin;: ,.II�'t\ „tall n I.un� 1 `y I '< LAND PLANNING SHEET Misr Ilrollcrt\: that lhi, I'vquirvinent. •►call hc� nu+dt t„ aplfl\ (,+ntlnu„u•l\ .Incl nut 1” linutt d to Cd1fornlo Council DRAWN -ftLp 13 I{I;MOVE IN'fERFE UNG I'UItTIONS OF RUBBLE WALL AND normal working;hours,and construction contractor further'agrees to defend• indemnif:\ and hold OfCkAEnginew a K w 9Th S1• • UPLAND GA 91786 . (714)946-991 2 OF , FOUNDATION design professional harmless from ani' and all liabilit\. real or alleged, int-onnection with the QandSury fl 28022 ¢� ��f�SL Jt.C.E.NO. performance of work on this project,excepting liability arising;from the sola negligence of dFsig;n CHECKED KE T- DRAWING NO. # 19 DELETED” .,.professic>nai. .: .Y. ,_- _ _ _ -_ RJVI� DATE S tt� ro PILE No04o993 D . �� . .,...... _. Ncifw... .._:. .:...,.. _..... . _ _. _ f ._. . . ._ t E CIII SFLED D IN N.E. CORNER CULVERT x € N` HI A1)WAI.L AT N.W. CORNER HAVEN AVENUE AND 18TI1 S'I'1MEr �a ova I t � 6TORM DRpIIV , f wrivi t c : £X/ST GfiLt7/f/D d f/EX tit ! I 5TO/TM DRP/A/ • � � } do w ? z h rPl?PI75E0 fTN/5H,D 141eAXee _ /�iS�£D OY��P 5TORM PAIRIN �,. .•� f�L a O 3 5 r4 ORM 9A- QIA W l� _ eJ / �� /.x,55 >� o 1-011 b� a 3 N l Q m W a P f'4 G r m �S 45 Ati . 033$ ��►�' 't° . N m - � � � CONST. 389.9?LF 45"RCP � QY'S •2GPc�C �QpB =g5$cfs � a` o Q/oo = el& cfs /600 -D h o PROFILE SCALE t4 566. 195 n � wHORIZ. 1 " = 40' C�N5T 7Z.gd Lf 51 ,)rep �� �� CONST 44 4.03 Lf" 5/ RCP � �a CD/UST. .1GG. 95 Z.F' 51 _ /550 -O VERT. 1" - 4' /500 D Qts -Yoe cfs Q25 cfs /500 -D 2g A/ t:42 .07 41 t� 'so 2 9 TA. 34-0 ?4 20 STR Par;. M.H '6. " Z , SCALE: 1 "=40' R - 45* t = io.�o' C G.e0' ELEV. 9 : /4/8 76 TR. AV.. X 34 E e. ee, EL EY. S - isle.c7 TRACT /VO. 958Co MB /4G 72-74 w do M -+ CUR1/E DATA ~Z �_ dr b t0 \ - - ` 0 A L T oh 1Q 29° 08•/3" 306 /55. 61 79.53• l" 1" 45" G5. 73' 40. 30' � ~ � 83 4 4 T. N29'ZG'13' / Z �. / SIS � � � kL �3 54'¢0'/3" 45' 42. 93' 23.26' �. 4e �$Q rk17 Q Q ti h TiRRCT //l00(0 _ Fu RE C. \1 7 I I , IG - - - – — NO toss" V PLACE' FU We L G ?S v in N 00/B /O' /✓ FUTURE �-�� �,� q 7 II VO N � �6 h S: S .��,� Q 1S zz oo�o a� STA 38 t-00 STA. Pt. M.N PMACRTY LINE IID' - R N'LY UNE 01" R411 R0 '�'9� n q . ,�5• L - -9.90' R/IJ PER. M ?7/01- �D C • G.GO' ELEV R - /433 75 y, \off' �� �✓ T/t 1432 PER' M9 C") ELEV 5 - 1433.05 CONSTRUCT10N NOTES /33/1.8-ZO. o ti �CONSTRUCT51"RCP, 150t1U DESCRIPTION OF REVISION DATE ,APPRdVFD g ( 5 CONSTIZuc'r33" RCP, IwD CITY OF RANCHO CUCAMONGA 6&CONSTRUCT 30" JIM 17501) PLAN AND PROFILE O—CONS'I'Ruc*r Is" 11CP, 20001) MASTER PLAN STORM DRAIN LINE 4N --coN�'rRUur AIANItOL1? "A" PEn CITY OF RANCHO CUCAMON(3A STANDARD DRAWING NO. 510 VICTORIA ST. TO 200 /0 HIGHLAND .AVE. lU-CONS•1'RUC`r MAN1101,1: "13" PI:It CITY OC RANCHO CUCAMONGA S"1'ANllAltl) UItAiVINC N0. 511 APPROVED c " P _1 �, � , � � DATE CITY ENGINEER '� R.C.E.NO.23889 ��--CUNS•I'ItUC'r :11ti('K AND MORTAR PLUG DESIGN `�, RECOMMENDED ('(►nstructitlrt ccmhaettlr agree, that in fltctndanrt with �enerallc aetellted r,n>uutti„11 JL_I_ RJ �r - CIVILENGINEER;NG 15 SAWCU'I' AND ItI:MOVE SOUTHEASTERLY I'Olt'1'IONS O1+ A.C. PAVING (lractice�,ctm�trurtitln ettnu;lst,lr\%ill he required tt,a�>unle .,,It•Anti(,nl)I11cit re�l1„n.ihilit\ fill - _ LAND SURVEYING )1)h tiltP l't►tldliltlndln lrl lh('('oul'Se of ci111,11-11clio ll t,l Iht 1►1'E,it-cl. 111(IUd11'g �illcl\ „t Al Ilel",11, ”1 '4-4 LAND PLANNING AND SCRFENWALI, - - and lrtt ►crly; that this ret Ili shall he matt' I1) apply Ih (•nntillm'11,1\ and m,t ht limited It, ��IfpffllCl�OlX1Cl) DRAWN SHEET s r { t 1 1 { r 1 D S eao-r w 9TH,s; 4`LAND CA web •17141 946-9919 3_ OF '4 — Ifi ('ONS'I'ItUC'I"1'1:111t'OItAltl' I:AK'1'll I1lil`Al 3' IIIGtl7'O DISCOURAGE ntlrmal\\+lrkin•' h1ur!.andetlnstrut•titmt'omtra-tt,rfurthera 'ret',1t,dt�telld. indt-n111.1. lldh„ d Ofcm�n inQ¢rr deli„n Il'E,fe��ilmal harmless 1'rt,m ani and :111 liahilit�. real t,r alle;td. 1)l rlEnntcli.nl \\ith the &LondSu (f — �, _/ i� a R.C.E.N028022 VI IR.'ULAR TRAFFIC FROM ROADWAY I �� _ I►(•rft,rnlancenf\\c,rkunihi111rujert,extrlltin;: liahilit\ •Irisin; tr.,n� tht• •l,lent�hh;a�nt( E,adt �l�ll CHECKED � DRAWING NO. I►n1feil,n;11. RJW DATE :5-:5 -F( _ FILE N084022 993 D 17 11ROT117CT EXISTINC W 1TEH, LINE i a , .. _., ...__... . ..m_....,,w_ . . t # . : .. t._ i_ ..1 .. _ ♦ 1 I BENCH MARK ity7 1 y _t..... _ _11 � 1 ..T _ .. . . . . < , ,._ .: ... . ,�... . f i . ' _i _i... .. ; 1.. 1 i ♦_ 11 j t ..... 1.... -.{... .. ..... ... .i... .... -.. ..... a..... ... ....., _.... .. I . . . .t : _.. ,_._. .,.._ ...t ......._...- ._.._.. _... ...., ..... ..._ _ ..t_. .�.... z .._}.._ ::.1164 t SF. .F.D N N.E. CORNER CULVERT . _ . _ _,_ ..t - ' _ t __ t 1.: } :. 4 CHISELED "L7 I E COR P. CUL R j } } ;. ,_ _ ; 1. . --? ... a ! l . . � ..: . - t -_..A ] .. _ { ; �` i 11I,AIltYALL AT N.W. C,U1tNF.)t HAVEN 14 Li . . . : ..-. ... ., '4 y .. t .. ♦.. -.. t.... ♦ .A ... ... ... ♦ .. .:j� .< i .-... .t : _....♦... .# -.....! t. ... O . ! 1. ; _ ► i wr,NVE AND 1fITH S'rnEl;•r > ♦... ... _ . _A I. ... ?....._i ...... .. _� t. . , _ : _ #- .. ..... .... : . . .. i . � . :_ . �_ ...1. ... t. - i. > 4 < .... - z i'. .. .. ... .. .... ...., ...�...... q i 'y ♦ :. i _ } i . 4 ._ I._ t } 1._ } f. }. . . . . t t _ t 1 }. .. 1 ELEV.41 . 1430.88 : : .. _.. _ ..3 .... _:...._...:. _..... ... ... .._ ... .... .-.. _....A.. .. ._. .. _ 4. } _ t } . ? . .. i _ 3. , .. , . • j.. ^ � : , : I , , . 3 .. _ 1 . I . I .... ..... ... ___ "... _... ..........A-.. ♦ — ,,. _. - . : . ? t E 1 # } i _ r . . < _ 2 . 1. i , ,..... . _,� ,-......d....," _...... ......A..__ 4-– .....4I... ...,� .t. : q _.._ ....t ..i.: 1� . _ ! . • . t t t , t _I .... _. ,_. - ... - , , .. ! : . . ON , : . ' A : I 1 . 1 �1W . I tt t ii , 1 �` < 4_. .., 3 __ . -- : ? i _ t_. .. .... ._ . .t .....+ .. . I ..,. .... .. .. _. ._ _., -...t_.._ ._ 2 ; ? a , } ; > : 1 { - : ; . I . . tl_-_� : : i . t i i � I • .- i < .. ... • ...., ....• .. .. 4 .... .. `1 3 A ? E ' .. : i : I e . 1474 . : _ : f. F f i i i i i i t . _t ., .....o..._.. _. ....... ..... ._. ...A.. ..A.. .. .. ... .. ...2._ _. _. j p ! ! -. - .. < �. < - .. ... .. - - t ..; z « s t. r .. .. T i : J E`�'/ 6 . , F _... ...1.. _ I . , N . �ro�r� A/�t1 . , : t ♦_ i . n : .: . , , F : * I I . J) !i. :.. i -c 1. .. I : : ! .'... ♦ t (9� > : <.. i V i I j � ; 4 . . �j .. . 104 , < _. , r-y'� :.. . a ..t .'� 3 A • i h . : t ; �� < . : s < ♦ , < , -... ., ..1. ...t F.- ... i i i fia N G : . . . :- ; . �-- Q - ,0000loowol.. , : . ;; R I f e < ... i m t < .. ` [� , . I , __ i _ E ` i 2 > ? - . < o .. .: < , - .. t z « ... � � � x . : : : . 1 } i i . E ! } - 1 i : .. : o.. __i ._..._. .... -_. _. s......__._. .... _.. .. s... . _ i i i ; 1. , ; /,/ .+� ._ - , d : - - - t : .1 y _ _. 3.._ A : ... . { _ L : /,/ .. ... + 1106t - - . , . 3 , .. . .... ._ .. _ _ _ .. _ :_.. ..;... i.. , _ a ♦ Y : : } I f- < _ _ 3 ,_ -` - i , ! ; , r f y - . ..:: ... .. .�. .. . .. .e - : .. .. :y. - .. .. .... .. ... .. .. .. .. ... ... .. ... — S " 2 MP . t : , . ; . , : ; . ... �, i . : : . • . } .:11 ?R , t 01 � t/U � m : - t On f t t _ t t . _ (� i I , : . : i t ' . - : .� : t : , . 3 _..._.:... .:- _.._ _.. ... . . I a •� t _ . , . , , f _ . pp t • : ; 1 l i i } : i t i < - _. ... _t. ... i..... .. .. .. t i... K t � . 4 . e . f 'I _ � O ' > 6 i i . 7 i a 1 r : i 1 . : < : - 77 .. - .. .. .. .. ::.::.. .�...:,.,........ ......:....:....e......<wA....:..,..A..w.........,....-.w.. .,...<...G.,.H.,..J--.,w....,I.w..a•..N.-.+.w,.d.,.....-+e,....,..•.,,aw..._+♦,.--...,,.M..,,�.+,.,. .., -.n....d.,,,-.....J,....w..k..,,....,..w ...n, .,.....d..•,, d A % ... ......:... ..: .., ::. :: ..,,... :......: .... ..a...n.,..a..,.. ,c- n. �' - �o . t . . < : : "" C113 y _ h ._ : : i _ . G' 3 .- ;. .. 2 .. f t I � . 4 . ? : a _ , _ o T _ t F, . �, } t . : t _ . . % < i G i f v 0 �' , . .. t ` {} • - < : : < , . : , : . Z , , m . 1 v n *O.Ob h . . �y f t ti i ; t i% r tiv ti I PROFILE GALE °� r S a� I V, b � ♦ . .. .; ,, �► RIZ. 1 40' �f ! HO RIZ 389. 97 45 RCP , CD/1jSt X95.9 L� L`�' i 40 . . . . • 1. CO/UST. 370.IJ L f— ' �5"RCP • ,goo = I/ev c fs . *00 -D - } >" (� Q/oo - Z/Gcfs ZaIDO -D VERT 1 4 V ... ...., ,_.... ,_...,...f. . _:. • _. .. .. ..: .:_ ...,...k ..... ..,,ti..:._A»..♦.:..,., Q/oo 2/G cis /600-AO M_ F_. .� ... . 4/ 4tr 4i v 4f W 4S 4W •/7 46 00 A9 . ZCURVE DATA SCALE: 1 "=40' ° : � & t'�9'44" P2.50 0.16' - 0.49. �� � LOT A % LOT 1 o,%0 & /0'/1'0 9" 12.50• 4.00' 2.Oi' to16G. TRACT /2922 TRACT IZ922 % � ® 13'Z100" 22.60' 3G.Gb' 23.ae.' �� It,' ° �� T7917C7' 9587 M8 /37190-92 a % Q � �I f „oa, In ok _ i 'V Qoe? I O �' �~0 _ 17 fit"worro I I �1 �`� !R st - I - ZP I 3 ` O� c' .96- � ON$r 4.00 1,P Of . � Z � II 3 . h - • 1 M p c�. 3� RCP 1750-D • v R Q �`u1C �•q� sy LATfRAC Gp 50./30 �• ' Q % �tI 9�0 h W v' \ / I At 94 *� 76,) `dp C = I`- & 90 92 I 1 98 J c° / . (,j 74 763 -�'""__ �2 t0 l TA. 5000/. E� l� d G6 m � � r4 ( to ►� Ir ta -- — - -- - - - -77— -- o NOD 1=2'25"W 4 11 y�'v ,�,'� ra. �4 ` » dW1. % �b h� j // ,. I PROTECT I W � � . I I huh . Q 8 `� •Q / ' I '� DETAIL % ft,+ Z S , o I uRF #_�- S Qk k- I 0 �� � Fur um- hw I I STA. 49*73.05 6 T P• N.9 "B" v s %' �I I R - 45' 4 10.,' . � R Z.5 fD IIIc 4AV5564P 3TRJ''IPED C = G.4o' i7ty 5 -IMO.40 �� Ii �'` DESCRIPTION OF REVISION DATE CITY CONSTRUC'1'lON NO'T'ES h --0 1515 CO. 19&0 TIN R7W PER. E - d•ZZ EL EV R =iss/23 d 0 APPROVED sG cry ne No. P/G? 'I �'�;�___ W$ CITY OF RANCHC CUCAMONGA �"J CONST'RUC'T' 45" RCP, 1700D i h q I� 1. �CONS'I'RUC'f 3G" RCP, 17501) 10 CONSTRUCT RAMAN HOLE O " PER CITY OF RANCHO CU CAMONGA iI PLAN AND PROFILE WING ��� MASTER PLAN STORM DRAIN STANDARD ,BAJ15 Or 8EAiP/MS BASIS of BeRmI 6 . 10 _CONSTRUCT h1ANHOLrr "B" PER CITY or RANCHO CUCAMONGA LINE 4N SIANllAIt� DRAWING No. 511 OF N/G//LAND IDI/ENUE Q£I/V6 4� Of N/SNIANO A1�ENUE sE/�t/0 N W-Z7'5Z-f PEIf TR. 1/400, N 01.40'?Z"£ PER. P/r/ 774 4 1 1 CUNS'1'RUC'1' BRICIt AND h10ItT'AK PLUG P1B /7Q, PA663 1-4• PMB D//C?-Gl � rR, '475Ir �� r85/a-9 -a¢ VICTORIA ST. TO 200' N/O HIGHLAND .AVE. 12 CUNS'1'ItUC'1' CONCItI:'fL' COLLAR PL'II DE,rAIL ON SiiEET NO. 1 . APPROVED EY ' '( I / / -' . DATE f f CITY ENGINEER �� ��% R.C.E.N0:23889_ 17 P1l0'1'EC'T' 1'sxirrING WATFR LINE: , • DESIGN I RECOMMENDED •' Construction contractor agrees that in accordance with generally. :accepted construction JL & RJW CML ENGINEERING . 0—PRO'T'ECT EXISTING U'I'ELl'1'Y POLE p-artices,construction contractor will he requii-ed to assume sole and complete respon.ihilit�'for - 4 _ = LAND SURVEYING n , jeh cite conditions during the course of construction oft project•including safety of'all persons covorNo C,.,, f,.ry • � LAND PLANNING 0—REMOVE. EXIS'T'ING A.C. PAVL'lt1ENT AND CONS'T'RUCT 4 A.C. ON VlJ} 11N DRAWN SHEET and property; that this requirement shall he made to apply c ontinuousl� and not he limited to 9 DS 84jrc w.pTH ST. N�C% �t788 •p14)P468919 4 OF 4 4" A.B. normal working hours,and construction contractor further Agree.to defend. indernnif� and hold Of�illii�fl inQftn f , r design professional harmless from any and all liahilit., real or alleged, in connection with the &tCMSUrV ! vt .C.E.NO?8022 2ll CONS'TRUC'T' 45" RCI', 2000 U BACKFILL PER CALTRANS STANDARD performance of work on this >ro•ect,excepting liahilit. arisin•from the sole negligence of dPsi n r CHECKED / DRAWING IN�G3NO PLAN A62-D, hlrTl10D 111 p 1 I gh D professional. RJW GATE S-zP -B�n FILE N084022 9 „ - 3 , . . i,1 . - % OEM- -7 S • , BENCH !HARK #97 i 1 r CHISELED 'b" IN N.E. CORNER CULVERT J. 1 1 1HA ' . �.._ _ ....� .... .. ....+.... .� 4 1 -{....._. _ + .�.._ f_ .. -•�..._..�.. t # t � � a„ ItVALI. A'f N.11. (;013:NF.lI` HAVEN t ; L I :4 ; , •' ' AVENUE lEI � t � AVC U I 1 ' •rtt ... ......... _I t CLEV. 1430.88 j fi.. t t . .._�. _ ....�...__{ . ..� } � { ii 1 . ..�-. , I t l ! t q • . e , 1 ♦ ♦ a �. ... _..+... � ..a..._..1--......�. ....__ ._ ....j - 1 ... I , : Arm 1 .� } • 1 I + I 1 f F i t . i ! • i I I /J Q ; -- " t t4 Q 011t • 111 /486 I ^ ins � o INV M o 148 pV. . �6 R i i I • ., - h 1 4 1 72k. _ 1475 clej I , 54 V - * fa Tnto PROFILE SCALE • l• t; t, V �y �. w •S F _ w HORIZ. 1 40 `<< ,` P CONST. , 95.3 LF 45 CP ; CONST. 370./3 L F 45 RCP VERT. 1 = 4' - 04. • . MAIST, 389. 97 45 RC f , / c s 0100 D 4 /(600-D (Z • :. ,�,t •i. .; Q/oro� �/G cis ., : . _. .. __.__ - _ llJ,aoo = �JG c fts 1 tAD -D � Q o0 4 ,� 46 40 � thl ;t tt� sir Vf"' ea'} J•.., �/ .. �� /' CURVE D,41A }iE rr :t w �l.a;.• i �, • O R L T •t rh .� SCALE: 1 "840' LOT � LOT 1 x� m P'Y9' 4a 22.so' 0. 90' 0.49' /O'//,09', 22.50' 4. 00' 2.0/f 4' .:.;.:. �� TRPCT /293GG 22 -- TRAICT /Z922 --- ^ �� ® ' .2/'00" 22.50' 3G. ' 23.gev' It r/TACT 9587 MB 07/90-92 FP `� � N� • �t +. ai •— •• •• •• I I / UTUflf FOOTML 15th .x ts i M T JS 4 • Q + / S''wATEB I 0 LCAID • . , b `�'el c¢ CONST 4.00 It' OF .. h � 36^ RCP 1750-D , . .'t,�� . � ..,;1,1 � � � •o LA ERAL � S-0-130 I ►, ¢ 96 / 90 927a Tq561 3 G4 0749O 7¢ 74i ZO 20 000/.7 EC lfit° Q / �l 2v Ear 1-- ��• IV 00'ts'S5'W N 00'/Z"P5 "W - 4 // y�V �A� V - -- - -- - o - -- _ - �y ro I7 �o h / 0 PP PROTECT .h DETAIL A gt Z `I h C Q FUTURE { , ST�4. 49 73.05 gTA Pi. AN "B" Q h - t 25 rD /h ZWA55 L',4P 9TOMP£D � c � G.sD� ELEV S WO 40 h J �� ItI DESCRIPTION OF REVISION DATE APPCITY ROVED —•- - 56 CO 1946 TIA/ R7W PEI[ � CONIMIUCTION NOT" h 3G C/TY TIE NO P/G? E 8•IZ EL EV � +5„ II`1, ,?U11i, � CITY OF RANCHC� CUCAMONGA zD_CONstauct I � ID PLAN AND PROFILE • &CONS'1'RUC'f 3G" 1tCl', 17500 `I SII. 'RUC'I' MANIIOI.L•' "A" 1'1sK CITY UI' RANCIIU CUCAMONGA MASTER PLAN STORM DRAIN ;�5,_ �CQN>ri ITANDARD DRAWING NO. 510 BiD.'S/St O� BE/4A/MQ 6484S O� ENR/A/6 " MANHOLE "B" PLIC CI'T'Y OI' RANCHO CUCAMONGA LINE 4N CONS'1'RUC 1 � OF N/GM[,OND AVENUE B£IN6 Of N/6f/L4ND AVENUE SE/A/0 7?G4 S'I'ANDAIt� DR NO. 511 Nb?'?7'32'E PER. /V a,9' 40'?Z'E PER P/"! HB /Td, P,OiF3 /-s. Prfe e✓/G? G3 0 rR 9475 --C >s♦rl�ucr BRICK AND nloltcnli PLUG �s/e� - VICTORIA S . TO 200; ON N /O HIGHLAND .AVE. ' 'l . �- ��-- ';. _�ONs'1'itUC'I' CONCItI:I'L' 1AIL ON St1GINO. 1 APPROVED t DA • E COLLARI'1;111)1iCITY ENGINEER R.C.E.N0:23889 NDESIGN RECOMMENDED pN0'CI:C'f L'XI£'I'IN0 WATER LINI: l IUI„h'll Cllull l'l rfl[1'ii tl U l ' l;rt't'� Ihdl III ;it 1'I.I tlallll N1l II F',r llrl.tll\ ;It-lt' ' I,11•(1 11111�1111t111111 RJW F^`'- CIVIL ENGINEERING 1 PRU'l'IiC'1' L'X1�'1'ING U'1'ILI'I'Y PULL'' ),:a lues,runstrut tion cunu;,rtur"ill he Icgkill I'd It,a,,;unt' "(,I('and complete rc,{,Iln,il,illt� tilt 10 —{ LAND SURVEYING t h site conditions during cuur,e of ctutaructitm t11 tht' ul, (t t int ludin s,lt•t% t,i ,III perdu” DRAWN LAND PLANNING SHEET �-- j ' I I t ' I I Cdlfornio council A.C. PAVGl11L'N'1' AND CONSTRUCT' 4" A.C. ON and properly that this requirement .hall he made to ;Il,idt, t'I,nlinut,uslN and ntlt ht limited tt. , } 0—fulmova EXISTING Id Of�11J� En91t1�t/ D S +�P��'Ir">n. N�c� nee • p,a)9.b9919 4 OF 4 w A.D. design prc,fes-si ntal rharmlest, from an%�andt all liahilil�lt(real for aIle ed, in coli t-cl itl/n w�itlh,t'hc L 4 ► �i�OfldSINVQt�WI c .0.E.N 028022 t` f Q CQNS't'RUC'i' 45" RC1', ZUUO LZ L3ACKFILL PLIC CALTRANS' STANDARD performance of work on this project, excepting liahilit. arising frinn rhe• sole nel;lil once of design CHECKED i DRAWING NR professional. RJW DATE 5- t� -B(O FILE N084022 993 V • PIAN A62-D, METHOD ill _ _ _ I>' 1 TNCR/7 Y x rih't: t,