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HomeMy WebLinkAbout908-D J j v SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT., PLANS'• FOR CONSTRUCTION ON -ALTA LOMA STORM DRAIN AND RELATED' WORK - RAiVC'HO CUCAMONGA ' ASSESSMENT DISTRICT 84--2 � A_N_CH_ O ' C ,U_C _xM_O_N ,G, A_9­ CALIFORNIA til • .. _ .. •. _ �- '� r ,�� �, ' DRAWING INDEX d GENERAL NOTES SHEET DESCRIPTION t -,� ' 1. SEE SPECIAL PROVISIONS FOR ADDITIONAL CONSTRUCTION INFORMATION, DETAILS 1. ALTA LOMA STORM DRAIN - TITLE SHEET 2. ALTA LOMA STORM DRAIN - P-AN AND PROFILE ;� T --`. AND TRAFFIC CONTROL. i 3. ALTA LOMA STORM DRAIN - P-AN AND PROFILE 4. ALBA LOMA STORM DRAIN - PIAN AND PROFILE + _� �_ 2. ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE 5. ALTA LOMA STORM DRAIN - PLAN AND PROFILE ? *;� L . J ` SHEET NO. 12 STATE DEPARTMENT OF TRANSPORTATION (CALTRANS) UNLESS OTHERWISE SPECIFIED. ` 6. ALTA LOMA STORM GRAIN - FLAN AND PROFILE , A CALTRANS STANDARD 7. ALTA LOMA STORM DRAIN - FLAN AND PROFILE 1 - : �- �__ _„BASIN No. 3 3 "STANDARD PLANS" SHALL BE TAKEN TO MEN C � . � � -- - __ --- _ REFERENCES TO 8. ALTA LOMA STORM DRAIN - (ONCRETE CHANNEL DETAILS , t - T � � � '� PLANS - JULY, 1984. 10ALTA LOMA STORM DRAIN - EOX CULVERT AND CHANNEL TRANSITION DETAILS ' . ALTA LOMA STORM DRAIN - GENERAL DETAILS 4. PROTECT ALL UTILITIES, POLES, SIGNS AND EXISTING IMPROVEMENTS IN PLACE 11. ALTA LOMA STORM DRAIN - [DETAILS AT WILSON AVENUE, HILLSIDE ROAD ' ,t +- � ' � UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR NOTED ON THESE PLANS. 12. ALTA LOMA BASIN N0. 3 - DASIN PLAN f ' ' ' -- WHERE RELOCATION OF THESE UTILITIES IS REQUIRED, THE CONTRACTOR SHALL 13. ALTA LOMA BASIN N0. 3 - )ETAILS OF STRUCTURES w SHEEP t1o.22 :.. __, COORDINATE CONSTRUCTION AS NECESSARY AND AS APPROVED BY THE ENGINEER. 14. ALTA LOMA BASIN NO. 3 - TYPICAL SECTIONS - BASIN AND DAM 15. ALTA LOMA BASIN N0. 1 - 3ASIN EXCAVATION PLAN AND LNLET DETAILS 5. THESE PLANS DEPICT ALL ACTIVE UTILITIES KNOWN BY THE DISTRICT TO EXIST T AT THIS TIME EXCEPT INDIVIDUAL PRIVATE SERVICES. 16. ALTA LOMA BASIN NO. 2 - BASIN EXCAVATION PLAN 17. ALTA LOMA BASIN NO. 2 - EQUALIZER NO. 2 - PLAN AND DETAILS 18. ALTA LOMA BASIN NO. 2 - EQUALIZER NO. 2 - UTILITY RELOC. DETAILS, �} ~ - 6. CONCRETE FOR STRUCTURES SHALL BE OF CLASS "A" (F'C 3250), UNLESS MODIFICATIONS TO BASIN OUTLET OTHERWISE SPECIFIED. 19. ALTA LOMA STORM DRAIN - STANDARD DETAILSt ��,T 20. ALTA LOMA STORM DRAIN - STANDARD DETAILS i 'o F 5Wo 24 7. EMBEDMENT CLEARANCE IS TO OUTSIDE OF MAIN REINFORCING STEEL AND UNLESS 21. WILSON AVENUE - STREET )MPROVEMENT - BET. ARCHIBALD AVENUE AND HERMOSA AVENUE OTHERWISE NOTED SHALL BE 2" WHERE CONCRETE IS POURED AGAINST FORMS 22. HILLSIDE ROAD - STREET IMPROVEMENT - BET. ARCHIBALD AVENUE AND HERMOSA AVENUEAND 3" WHERE CONCRETE IS POURED AGAINST EARTH. 23. WILSON AVENUE - STORM DkAIN IMPROVEMENT - BET. KLUSMAN AVENUE AND ARCHIBALD AVENUE - 7 w 16 j . 24. HERMOSA AVENUE - STREET IMPROVEMENT - BET. BANYON STREET AND COCA STREET _ . .� t`Z 8. THE CLEARANCE BETWEEN FACE OF CONCRETE AND REINFORCING STEEL SHALL BE 25. HERMOSA AVENUE - STREET IMPROVEMENT - BET. BANYON STREET AND COCA STREET DETAILS _ �� 1 < i ' MEASURED FROM THE FACE OF THE CONCRETE TO THE NEAREST OUTSIDE EDGE 26. STREET AND STORM DRAIN IMPROVEMENTS - STANDARD DETAILS ` "`, N � •� •; - - • --�• � OF THE REINFORCING STEEL. CLEARANCE TOLERANCE SHALL NOT BE GREATER 21. STREET AND STORM DRAIN IMPROVEMENTS - STANDARD DETAILS Ci THAN 1/4". 28. STREET AND STORM DRAIN INPROVEMENTS - STANDARD DETAILS # • �� SHEET 29. STREET AND STORM DRAIN IMPROVEMENTS - STANDARD DETAILS ; , . ._ __ ~ h 9. ALL STEEL EXPOSED TO THE ATMOSPHERE SHALL BE COMPLETELY GALVANIZED IN 30. DETOUR AND ROAD CLOSURE PLAN CONFORMANCE WITH SECTION 75-1.05 OF THE STATE DEPARTMENT OF TRANS.-li: r { X �K PORTATION STANDARD SPECIFICATIONS. Yl� SHEFT No. 17 18 . .•. - x _ ., ;r: s _ `. < EQUALIZER uo.2 i 10 L BE OBTAINED BY f ESS AND WORK SHOWN 0 PRIOR TO CONSTRUCTION, TEMPORARY RIGHTS OF ENTRY WILL d T� SV4Eft`Y tiz�. IGn THE ENGINEER WHERE NECESSARY FOR ACC N THE PLANS .: , . OUTSIDE OF THE PROJECT RIGHT OF WAY. po 11 ' SH R E F E R E N � �G ; . PRIOR TO CONSTRUCTION, THE ENGINEER WILL FLAG THE RIGHTS OF WAY AND/OR CES .- - �___._.�, -- •- _. . .. ..:. . .. . . . . : _ - WORK LIMITS. , > k '�`_ 12. ALL REINFORCEMENT STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO THE ;. ..,t, REQUIREMENTS OF ASTM-A-615. ; BASIS OF BEARINGS: CENTERLINE OF HIGHLAND AVENUE BETWEEN r = 1 = - HERMOSA AVENUE AND ARCHIBALD AVENUE TAKEN i ' - = _ AS N89°57'00"E PER MB 20/34 SAN BERNARDINO l - - 13. APPROXIMATE QUANTITIES OF EXCAVATION, BACKFILL AND EMBANKMENT SHOWN / �, ��\ ��� � � �,•�-, -�.�.� - :_ • ' ' ._ ' � • ON THE PLANS ARE FOR YIFIaLDAMEASUREMENTPAY DURQUANTITIES CONSTRUCTIONEARTHWORK COUNTY RECORDS. , E„�~ _ WILL BE DETERMINED B FIELD BOOK: ASSOCIATED ENGINEERS JOB 82-07 (1 OF 1) ' - = f RIGHT OF WAY MAPS: FCD R/W 1-405 DRAWING NO. 1 AND NO. 2 OF 2 CSO PLAT CS7128 STANDARD DRAWINGS: CALTRANS STANDARD PLANS, JULY, 1984 1 • ..�� � ~�' ' f � BENCH MARK: ASSOCIATED ENGINEERS BENCHMARK Hl NAIL AND BRASS TAG IN TOP OF SOUTH CURB, WILSON AVENUE 695.00 FEET EASTOF CENTERLINE OF ARCHIBALD AVENUE. ELEV. 1755.82. INDEX P "Aj y k M A _ 4, .ie, �. SCALE' t" - 10nn n (I` r -- REV I S 10 N S COUNTY OF SAN BERNARDINO . • , MARK DATE DESCRIPTION BY DEPARTMENT OF 12/84 scoPE of woRK TRANSPORTATION / FLOOD CONTROL ALTA LOMA SYSTEM ALTA LOMA STORM DRAIN ASSOCIATED ENGINEERS oft fie ' 165 W. HOSPITALITY LANE SUBMITTED BY , TITLE SHEET SUITE 15DE * N ft SAN BERNARDINO. 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Begin Tran s i f Fora \ p I `?� �CP W \ . 1 .� �, � �, o,c p � mor � •-o - ,_,,, �, \� �, n �,• �, n Via' Q A 0 D 9 ���"�'� g o Gra►dc `�. � -} � c� J ca rn � J �-���•� �. •a� , .�,� 4l�fd8.78 end transition-Br��vk �. �. wok " �p a /SOD. �.� 1� 39./9 T.W. Begin Trapezoidal •A Chnnel VA k 14, 11 /N E t W W4LlY �► 0� to 0 U A y' ° � � '' normo ' U' �. 1 -O K _ n �o U� N 1 (k , U 37.7.6 ¢d.-7s r-B. I o I a � ash " ` a n O A�ti QA _ x 4 000 - �0 ,oq, C4 rk � J � pnj,.3 nay' n � 3 � o `• �,0 4 m s r� Lq _ I to ce a Q, ~ •Q , + Z4 PIC ., . Q tea.• �k� h �n .,_�.,_,. .._:....._._.__ �... �..... 1 V) i 1 L w � 1 _ , _ m �y _ b � . d �► m • ••-� , Z z. , 30 00 m - �. - m > m _, o n O to Z - Z 1 co rn j m •v n R. r _., N s. N� coo m m F. lA IZ _ m c D •I , , ... .... .. $ z m •\ Dell y, O OD _ o-_, _. i. v ov o riri h 1 I ............. .,. m m 4� n - r 0 cnCD Nr k. • 4Bf00 46 10 See Sheet 7 lint 67.75F.1. 74. 75 TK! , n f• k rn Ln C13 rr? 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WAZ4, 76.007W Beyir2 Transition_... off,}a U, o� Q �x� m r )Q� \ « « r CIA 48f7S End Transition fD ` ti� L-o 4_c�y. 4 �� 82.00 TW Begin Rec•tanqulo,- Channel. p k + o bad U1N '� 1 dj 0 inn ° e o�p ' . `t ,a I LA � U� a�.� N o �Ofr �.� 0 2 Q►e.,.�.. � � °'�`.` SiJfrC► .h,.. ,,., e�in� ..,+_,..,»., ._. ,,..,.«._..,..._ ..., n r) aofro Con17e__1 'n t _._ 36"R.C'•Ptil . -Sece i 50145 Aid Recfanqubr C/ snne/ 0 3t7` d5` gird"Recfianqu/ave.C7ianne/ /n�/o// �' /Yo/k Begin spi//way 9900 )rw Begin SPI//wag, &ale hale/ Ides .� y _ 4. • N. Gti�oi/dI 9hf. .t0rb , Rt SJ I i , 4 .� - ti+ „ a. N w gor II n, �: rhe � g• t' I V i Q 8 a � (A I N N N y A • � V • I � �� e«, . .a �. .rte t . ,. olio ,. _ 4 _ e /5.00 F.L. 23.00 T.W C•. : Lb Op n Z I b� a .. ....... _ U ZZ E ; ♦, ea D a y N a_ i t i '^ 2 cam„ J l p 3cM V ! t 1 ..Le } « .,,F:....4 i, o v z a R A N O ti. co �p�En "1 � P*_ .. ..r..._. � � r yto m Mr r a y rn � W � -��• � ; , o 1? Mv (y j• SX > a ♦ A ,....-_ .... ... V I .•. i « .:......... ..._. ..._._. «_,.._. ... ^ .... ,,... .c i..o,.ere„ N MD C 1b M n on o �. ..,._ . ... . u+ a �n r. Z 0 is h V{ ' �J o o l _e.._, ._ .ee , , • q p InAn p n m F C ' cs 1 _ « r t� rsee oti'/' �'�FOWLrn e _ „ „ b.. . .... . _, _ „ OD 3:8 _ - - cn N D O ' N _ olz rn b v, • D' QrD LA - D h► 'i•y n ca Z Dom rM LA O T` N A r" tNy Z D D O--•1 + Vv r, ' 0 N 0 p b 1 r I?� o � . m 3 g � 1 o -� o N . Z o O m1 D s T� Q Qo Aj r, r D m Z } t n � Ln p. ,e 2 � • r I � .f > , /nsf4l/ /e'Long/ hl hf�efo/ e h nn�16 inserts per fence def /ori ahf2o I4"'"e7X I •�' pretnoldod o>rponston joint #Worlol ` roto Monnol or sox CuMrt watt N a: s 2"± tri 2/ ' T�emir /8 S/46 4" ofWCC�o,�70/C odd z-�� � •' . .•. :�- - j � � . ,I ; crypica/> 3/4" Chamhr I/2" (unless noted) _ Cor�sf ✓oi�f \� p ✓d/ref TYPE "C" JOINT Cuf-09r wo/% /2'"Ihick r t N CC&1NS7)(UCT49AJ LIVINT r cnCC C25 irzse�- ��e � ` v � IVvf fo �cc�/e in each cul off')vo//(-P/ do we/5 os shown. Z _ - - __--- ;�� {»imes✓1 w hates ��o'f a-c• a`:. .a : .. _ _ 40 i ,¢�rck d with o�cv.ff o�p�'viocrs � • �.�� , tr�C�E- i//innfcriv�n o 6�r/o sac. I , �; I p/u�inuirl yr o%an��cd Ste/ Wi�C i 4 rncsh ha�'1ore 1510-1h ". chorine/linin prior t /viceCirJCnf v f I 77 '�' .� fc wr o'io � o•03 "rr�ir7. +�• concre o�sfr-ucfior� �inf �5ete defr71'/) on fhis Shee/ + TYPL'dL L"YANA 1Z_L L IAI/AIg PETAIL M4PEZ0/DAL CY4A WEL l2'X .t''J'�orCL"f7Cl)CrC/ .SQL E• r�2'� «/ '-Q .. � Sec ions • : i /770, c 'AIOTE-S FDR T�PAPEZDADAL LhVIA15-, /ght rneo/rn cr}s. ii /. See Socio/ 19t-0v1510r7s -Fbr Addi-ho,ne/ ©/aha re%fwd fo chbn»eC Imml. t. For dimensions . tee' Typice/ Chorine/ 3�ction on P/on and P1-ofile- o�row1nq.3. 3, —law Cu-,-', fransvP_rx wewkeoed Pone joints ,n the invert and side walls of the chelnrw/ at 20' r O.C. The_ first end /05t j oint6 Shell be placed 8o' M I " from each cut-of{ Wo//. ✓oinIt, Sho// by V4" rnax�mum in width one/ /-o ' p , o// !8 Lor? a deh of within ��" of f rein forcerr7ent. /r7� �p� /n5f 9 The /n'jAWrvo/ of we•Gpho/es shall be -5uctf that ds wrephok Will be per , -ebcc DcfO%/S/J�f.20 located 2 " vPstr�om of o// cut- o{{ wQ//s grid transverse wecikened : . � , P/one J0i17't5. l 3 77-nr7sverse j Oint3 Al the in✓ect and Wo/ls Shall be Type 'A" Joir,•4s. For a-," /, Sec Shf 9) C/�o/w7e/ s G. Tfie mot 61a// be rr7 bcrlh d/.LcfiOn3 et 4' 2"LIC- R Sy//7/17 0,66V-11,9 tr74x11nu1" epocin9 or 403 6y the• 4'ng117e`e1- 7. 5/010en paved Wo//s 5ba//be place-eY by rn oehi17e u.3ir79 fr-ove'/�i� cr s/.P fr�r'rrr , Orl d ehu//,be exr�tr-n o//� vi 6r414-9d bg vs& of o �rvve-l..•,9 t/i6r•o�i�9 aer-c�-�or � F e ui vu/cr7l 45o roved 6 7hc e� ir�ecr• Slo ed s�r�Qces o ' all 6c r<i7shea' h / 17 47 rnwe%d o.,�,'. �r//6e rv�ccfcaf o r� xorrir7 or tomo a. a BACxFAcE OF WALL ''� . � d SovAR� ALt�mtllrr I ,toll 0 S« « OR GALVANIZED STEEL N IN. (TOTAL R2 EACH FACE) MIRE 4 MESH HARD- 2 TrOWCI M ..; FIRMLY WARE TOTBAC�CFAH. CE /nr5h ,v ,W7d+ 9 6•c• a F ( P 4 rNEEPHOLE (WIRE DIA. 0.03 MIN.) L L e 1'-4'OR AS SHOWN I�SfQ/l IB" /I!f y1 - t ON PLANS . . .•.'. l ' /iyhtwe�gh �e�a/ , 0 g /rz5erfs ���crxr ChonrJe l a �`7 W,19-4. FLoNn.INE ._ - • De°foi/, shcc/ zo S : OF STRUCTURE y��. �61x/f sof G me 9 a G• /-5 ONE CUBIC FOOT r Q PERVIOUS BACKFILL X r', ".,� ..►: MATERIAL IN A BURLAP ;x 3y4�ChQ/T7fG/` In • V _ i•'.'i:: . SACK, SECURELY TIED, Ty,P) IU07`�S f �FCTAitI6LlCAX'�'f/'�T��It/�1S- s-9 ¢ .0 ivGr ole a ee Ito". w Concrete LornD,Pes s/ve sf�g fh �f c� sho//be 4oQo P.s.l_Min.C� 2,6 Doys. �$ �/d"o G• ShCCf. LEA EC 10 3 6"1h f'4ce3 M K ed -- 1 Const z un/es3 o/f erwiJC sex nrn or drec>ted 6y the 5 �'l2" TYPIZ*AL WC-'EPNOLE DETAIL a the rn vcr f shall have Type A join to ngineer, .4 60'0.C. and 5awcuf weakened P/ane jo,�is (krifTAAIGUL ASC' L'HAAMIZLS Ati3O SP/LLWAY) z 'o•c. ono' the wolls shall have T C ^' he% s tot o.c. #5 C. .e. M ° y� Jon>ss '� .�_J _ c\ _ 1.10 SCALE -, 4 weep �o'o•c. and rr0rmed wcoEtncd p/ant joints zo'o.c. lxilall on this v /�/ Ser 5*0e &f 10 {or Type A Joint dcfa./and /' Sheet /=8" �A& �rrnsd raea,Fen�d P/anr• Joint de/o�/. b V : ; keyed t0,176167 ! 3. The fii�iah aha be �/a sa / rh E t o r. �C • v '' 6 f3" Lg surface ash for a// exposed srn{aces. i- g TYPIC,4L AMC MUAMLA/� Cfl11lU1UEl .5�'ETIO,U , C " c. , A.D. 8 4-2 �. 5 /� WALL V4 R/ES 9 TO 14- ' REVISIONS COUNTY OF SAN BERNARDINO / DEPARTMENT OF ' 7 '2 � S .3�O�.Z7 T' 1�.� . �7 MARK DATE DESCRIPTION Y U tea' ela Z fo Sa Z5 Z I 12/84- SCOP]= OF- Wolk TRANSPORTATION / FLOOD CONTROL ' TYPICAL REETANGULAA L'y4�(IAIEL SECRO�t!- 8' WALL ALTA LOMA SYSTEM FINAL PAY QUANTITIES ALTA LO M A STORM DRAIN ,,/ / ASSOCIATED ENGINEERS US�U ✓�'fA. �Bf�J` f0 ST4. ✓�d��J` ITEM 17 CONCRETE FOR-TRAPEZOIDAL CHANNEL 2500 c.y. 165 W. HOSPITALITY TALI TY LANE SUBMITTED BY =F .. ;- ITEM 18 REINFORCEMENTSUITE 15 ChIE _ CONCRETE CHANNEL DETAILS STEEL FOR TRAPEZOIDAL CHANNEL 147,000 lbs. SAN BERNARDINO. CA 92408 r p VT"`-" " "' ITEM 19 CONCRETE FOR RECTANGULAR CHANNEL 520 c.y. (Tt 4) 889-0491 RECOMMENDED BY G I; ITEM 20 REINFORCEMENT STEEL FOR RECTANGULAR CHANNEL 103,000 lbs. _ _ ASS-. ROAD aw _ aM " _ f I_ ca,r'ka-_ _ / o R.C.E. 110627 APPROVED BY -. DATE SCALE FILE N0DWG . NO. DATE . LE NO. 82-07 '- DEC. 1983 AS SHOWN 1 -405- 17 7 OF If h' C ' �r�q . 90B &SH T 8 OF 30 r • i ICU4_VE 7' NOTES C b �4'rs C hQl-.� ✓- /NVE,eTS ,HALL BE L.�VEL. IN Tf/E TeANVeRSE DheECT/ON. i MAIN RE/NFO,eC11V6 STEED S11,4ZL 8E s - •¢5 C�%O• 1010 • T.eANV4E eSE TO CENTE.eL//VE, 8 - WEAKENED PL ANE SHALL BE PL ACED AT bal SGT N 6ar,5 " See p>-off;/e 'oma Clcvo�r'on ' 30'z`0.C. /N 5/DES AND ,e00F. SEE ' G bdr5 J Top o{wo/!, See. a Orle-h01K DETAIL ON Ti'I/S Sf/�ET. Pio % /or e'/evofio'7 SSG%r79 • TYPE 'A" JO/NTS SHALL BE 05CD WNE,& ' .�EQU/2E0 /N 77v6- /Nl�E2T. SEE DETA ` 4 ON TN/S b'/1EET. 1' _ yr• I` ST,eUTT/iT/G SHALL 'BE P,eO!//UEO AS /ow/jne. 'See prnf/� • S 4Gl/7 61-10klAl ON STANDA,eO L. AAAI 'L0NS7R_ 77N c/e�ofion its' F/onr1117e. Sec 4 LOADS ON CUL VE,eTS • y �x7`cnd Tra Cf�e/' j~,6C�rS 3/4'M/n. /on .fUdn�sfee/ _ j r - FiLLefS RDDF 5Ef T119/l!j . TEMPO,eARY CO/VST,eUCT/ON c/O//VTS .,VO,eic9AL TO /TAE ' . ` - ww "ssO,Of/OnO1 CO/7Sf ✓/ aTYP /D /Z , SPAAJ W/LLMTTEDTYPCAL wMN sr#nVAw oEaMo.z5s F-O,e E.4,27W1-/0 e. SEE STAIVDAeO PLAVrmr , -ow-00 w& i and sem.4et�s f'Lrspr>ti ar �CIOf 1`O 5C01,6CACoZ-E). PART LoActrUD/NAL 3 Csty.r3to�.t� _ SACKF/LL SHALL BE' /N CONF'O�M.�I/VCE W/T.d Tf/E STANDA,PD SPEC/F/CAT/ON5 - RGB C~bOrs EXCEPT M,47- j AC7/ /N O� BACZ,,C_1LL .4GA/N57' OUTS/DE l.✓.4LLS JH,4LL b ,bOl3 NOT EXCEED 9!' 9 PAe0V/DE .0-1' CUTOA-F- WALLS AT 0,067Z'EA11r-f d►orsr►e► B B C END O� EACH CUL V-.=R7. ; V /o CONC.2ETE COMP.2E55/VE 57rPEN67id ef'L) ,�..,.,•., 5/1,41-L BE 3250 PS.J. CM/N) AT ES DAYS. `�rt��s �a+•eka . k Chonne J snd invert ,r ? r Up i 4*l s/s front flee brn� C1V, /,/ c-INI,511 511ALL, BE A CLASS / SU,P�-ACEyip r�r� ti � 4s, r�-Jnre�/l o.oP, {5/obi�f FIN/5A/or-OR ALL EXPOSED 561RcACE5. N a lop V %2. 7-1.1E TOP SUeFACE Op- TiS1E BOX CUL VE,e7` - lop/ -O-� a•' • ,a Cu!-offW01, C fJ4/"S SAIALL BE C61eED 931 '6071-1 Ti5/E 6'642/N6 M` t°1dr" .or 'r�,.e+ Z-04 COMPOUND METHOD .4N0 Ti5/E W4Tee METf10D ! a,,�stv'vb•°boeb" °� .K r r ems~ eiAve 0/w hook into Si�C. � ' A /N ACCO,eDANLE W/Ti;/ &E-C7-10N 90-7.03 Pe z ,Hin ^ e/M/� END ELEVATION _- cut.off re// ihtorMlrf v C ` or poen � " , CU,e/NG vr'T,el/G TU.eES, Oc- Tf/E STAND.4.e0 t e~ L7Qr5 cSf�EC/�/CAT/O/V�5'. '4 Vm or s P�t h • - - /r - ; 'I•S D'ea.Ns P i?'c". M js Q booms Leb 017e-ho/7" -5,P&cin504 4• CUZVZR- T WALL SEL•TZ6k1 „�.,�� �• ' SEL7/ON C-C ?-o fw^� H ' b �h / t 31ie+a� wall 7YP /D 0/Z S PA/t1 3to. 23to� t7 __ 5tv.aet7s) 'Ilej NO D SCO/e • �`5f�/8"/7767X. .C� ' �..c�%/>c car ef! t 9=01(o 31�. Z3fd¢•27 N,»//s arc ltroi�hl Po•-+pei�TyP. tPC.S1 fines. f75 F.. C ;}►� fah �oct S 4/7 T2 SidC3 and botforr7 �", ' TRor75ifiorl VARPtO WTI1GMALLS TASLES c•r f�e>± ►f C //2 p 11c4 x G"@ /g"MOX. D.G „H„ a Bons - 'q"6a f STA TO STA Stiffening Beam h , channel MAX "A" Bars C14 ' [' /� ) L```Bors b Bc7� 22 + 54.27 23 + 04.27 9' 1' - 6" 6 - 17 T//- �L. H L .J�L_ T!D/ll i f 26 * 56.95 27 + 06.95 11.5 1� = tOM 6 = i8 J �'" � � � .Chvn1c/ hV4J1{ / • • __ 39 + 15.22 39 + 65.22 1;.Lr 1 10 6 i8 /D SPAiL/ /Z' S PAit1 s S • . d� 0/7 rax 40 + 38.78 40 + 88.78 10' P - 6" 6 - 07 . N / • number of bOt'�. 48 + 25.00 48 + 75.00 8' 1' - 6" 6 - /7 =0'� q� or. poc•�°r 6or� :r - ---- - - ---- - 4 Hoops @ lB• S � Ih ;- • ryrypp G �) #4 b and G b0/"3� Sides ardbif>✓nrrr e BoY o�o�ro'r Mall Reinforcement c i frt7/7SVCrSC - - -- -- •Bar ' , ~ O I ESIo nt 8' or less 8.1'-10' 10.1*- 12' 12.1'-14' ,, `Che+,�s/ /4,0.IV/* �� SPAI,/ / 2 , . cho.Zi�/'o / e " �O / Front face reinf- i4 @ 12 04 @ 1 i5 @ 7 i5 @ 5 N/O// h Adr' rronsitio� 1/4 : 1 Rear face reinf, i4 @ 12 04 @ 12 i4 (� 12 i4 @ 12 SppCerS hoo/s \ 3/4 : 1 Front face reinf, i4 @ 12 i4 @ 12 i4 @ 12 i4 @ 12 90 t A , 1j I Rear face reinf- 14 P 12 14 @ 12 04 0 12 i4 @ 10 /I/loxilr/urri Eq' CQ�/e/'- /O f0 r�� �� tr l^��D� SECTIDA S-S TFront face reinf, i4 @ 12 i4 @ 12 i4 @ 12 i4 @ 12 PLAN a- i L L L VF-I "` �O c.8. r11/4 : 1 i , V T/ �/ 8 Rear face reinf, /4 @ 8 i4 @ 8 i4 @ 5 15 8 6 V //?vel- T3 9 /0 SPE4 P WALLS AT STS 234-0427 STAT X475 !l 510e Bar -# IV Win9wo// R. C. TRANSt T/ON N Size Bor # a S FG'TID/ J .d -.8 � f l 'b D/menS/on "/-11 2 - / 3-7 PA R T PL AA1- S lkTWED C11Z VZA7 TABLE OF BAR OTMENSTONS Di/7�ens/on 8W I� 4-10 4-11 No f f0 scale y ✓%Z� 15C�r �o No. RWalI Length "1" Provide key where. 4 - Shape Size Ea. Wall Sta. 23 + 04.27 Sta. 48 + T5 �� y , h/mension "G P/0/7.1 ao //7di cote i1 3 9'-0" so-On i �o��. 12'-3' .10h-1 f 1778116e fortmd wi Ih CU/v�rf ir7VC1-1r c 1 j i7 3 j :... �/d " hardboard and cut Lie r'eir�force�eof n 1 #7 3 12'-6" 111-60 '' ;' S fei/ bac k lo Me roof o{ the LC fh d !l/ 1 1 , /7 3 121-6" 10'-6" I :v _ ch-fInf er on Me exp03Cd SECTION • f 1 1 , 17 2 is'-o" �8ce. //)S f4// /d"LOrlg, L/Li5/y-` K/Cfs1i� 9 1 , 07 3 19'-0" 17'-o" i 2 '�Y�!"Cha�nfer Mef4/irlSerfs per CO/751 JOir2f n l 07 3 19'-6" v'-s" . , lnln. , .••.;.> : „ Fexe De�oi/, Sheet 20 >! ,. ra _f d @Ps Tor° °��dre7 ef, V • T YP£ A JO IN T 5� prof'//C r- el�Vof/'O!7 All bars have std. 90 hooks DE TA /L A D£ TA/L #4.O/Z MoX. WE`AKENE'D PL A Nt Dr TA/L La (No Sce%] #4-e/Z"M4X• 772 LI-'1�U tc�l VERT ccrr�Dl�� W,4LL two 21113-06 TYI'/Z'AL E/rAlEl? EAID F A.D. 84- 2 d R_�~ #�, fof 3 {oma 10 ,SfAc7r7 5 LAL E 112 fat 3 fog /Z 5/oor7 . . REVISIONS COUNTY OF' SAN aERNARD 1 NO FINAt PAY QUANTITIES MARK DATE DESCRIPTION BY DEPARTMENT OF wo X2/84 =C-OPE of woRk �: TRANSPORT AT I ON / FLOOD CONTROL I. ITEM 21 CONCRETE FOR TRANSITIONS 250 c.y. ALTA L 0 M A SYSTEM - ITEM 22 REINFORCEMENT STEEL FOR TRANSITIONS '35000lbs: { ITEM 23 CONCRETE FOR 10' x 8' BOX CULVERT 80 c.y. f ITEM 24 REINFORCEMENT STEEL FOR 10' x 8' BOX CULVERT 24000 1 bs. ALTA LO M A STORM DRAIN C 'ITEM 25 CONCRETE FOR 12 x 9 BOX CULVERT 140 c.y. ASSOCIATED ENGINEERS ITEM 26 REINFORCEMENT STEEL FOR 12' x 9' BOX CULVERT 45000 1 bs. BOX CULVERT A N D " + 1 165 W. HOS?ITALITY LANE SUBMITTED BY � ,' r SUITE 15 ` PANT SECT�DiC.! '' INo. CA 92408 �� N 4CI 1 AT CHANNEL TRANSITION DETAILS A.1,070' SAN BERNARD RECOMMENDED BY (714) 889-0491 �,y� Z �� R,_A,_ �. i' � C:MTkGL _N_ ,N �l _QA _ "" DATE SCALE FILE NO. DRM:G. NO . - � - - � APPROVEa By , DEC. ( 83 A - - (7y,0/6-0/ E-if/ �nd� �' R.C.E. 10622 4 9 5 H > . TE ! 3v dg ILE NO. 82-07 r SHOWN I 4Q5 17 8 OF �C i�c'rC 1�rrv9 • (� 08 /moi SHT 9 OF 30 CO/7.S41 J-01171417 �i Spon � _ 11r4d!!a• ' � _ MOX. O•G• E• 4 a T T _ varies . X4d• .vlar o.c. 12" varies 12" \ CryP aofh sides) t4 bars x t even ty aced �.S-P) s�-pp •4 bars x /?�� total 6 , 4�rs• —\ around concrete pipe a 12 ± O.C.) — even) spaced aroun i�� Y Bdi a.c. �\•� I" radius (tyOl ''�,�\` .S.P. to match channel wall •. .. -.. CUT C I + E slope before placing channel lining SECTICSIU 67-6 Concrete i e halo e o ti . se own on Shope to match l.D. of pips •S . to a os ��� `. + P sto n ,o�rrf sAwa•CF.c. P ens �� s4 bar hoop x Shown on pons .` �� sem 0 2 i TASLIE • t � NOTES Ar- e,-+►e..�;ens « z I 1. Values for A. 1 and C are sbm A on'the ect erawi ...d eel srev 12 minimum allaA° 0f nom' e r i /ofer�/ 2. Stations specified on drawings apply at the inside wall 61-011 "mow- around pipe ;► :: �' , - E «4 bar hoops x !Oi {total 2) -�� a c ladies o ia. gs pp ycry m \ E _ I �.� N/ifh crmoximuir! of 36 of main structure. �r i 11 IZ" concrete 3. Reinforcingsteel shall be straight re sir i �4 bars x C CONSTRUCT t2 corn e 4D E dais Ci ears 1� clear from face of concrete unless otherwise shown. u s 4 bar hoops x XX Collor oil around C.S.P. f v s e total 2) X12 O.C. _ _ W bars are of size and spacing specified for wall steel Typical channel M►otl reinforcing Typicol trapezoidal Typical channel wall reinforcing 1kDLr,y on plan, and shall be cut in center of opening and bent � channel T iCol tr eroidal Dcri-.3 into top and bottom of junction structure. 9 , YP op C I Omit G bars when invert of spur is 12" or less above 41 i SECTION channel 't floor of main line. 4 ECTION 4. Jv"tion structure shall be wenolithicalT with AV y • main lire storm drain. t Q. Q�ta` «A« S• " « S. Floor of structure shalt be steel troweled to the NvCr A Jo/r�f spring line. 1 6. f'c at 2e days shall be 3M psi at *0 and 4M psi at PLAN reef. channel. iv w Con rrlC7f/dv�i . 1. Embedment. P. shall be 5". .P.G•8 or R.C. c'ecfon9r eho.?ne/w4// Flow • • I w Qors 90 E Trapezoidal channel -mow E Trapezoidal channel Station os shown on the 1 Station os shown on the ions ' o•c• t R 6 ori >~ ddr3 N sfd pion✓ofi,/ 1 ' d•4 O.C. !E Ab D born—A� s� / I P 2 y ems fop • 9'� �4'10 C- bcftorr, PLAN PLAN NOTE: Diameter,of concrete pipe, ' NOTES Size and gage of C.S.P., io e bores ,A 4 a /a'o•c. �rs�. on le A and dimension f " 9,, gn9le `�A° and dimension � 8 to be as shown on B to be as shown onser-4 eof�h rvoys f the Ions. the plans. @¢o c �a• �sX o•c• CONCRETE PIPE C. P CONNECTION DETAIL ' urdl - e•or a� . • � Corrpocfed e,,,bonkmCnf E• 60rS, ��offern -CONNECTION I w e4r3 TION DETA L — s f s>_495 i ABM OR CONCRETE ' .�� bQo� ��� >o �sye R.�. ABM OR CONCRETE .DINED TRAPEZOIDAL CHANNEL DINED TRAPEZOIDAL CHANNEL (NO SCALE) -_ ISECTI 0 M P-P . (NO A - TYPICAL TbP gOTTbM SCALE) C'CMr-IRETE PIPE CGUQE.G-Ti8k1 DETAIL er,�ino/ S�eernd Poy t/M/AF for R.L.B. 67 R. C. IZECT. LH&ld . s•. w Oifc h Exc ovofion \ - -- - ACC s ped. Access Rd• r I` :: :• ,.:. . CONCRETE COLLA �- :o�4I :� .rcce�s Rd Acte" Rd p L T NO TES apt / /2' /.O' 4 - Exco� line \ - /8 /.O' S , Aench,ler t.s 'Y. 36" /.5 8, l Qefai/on _ b x' [too", 48" /.5 /o+ �No�ig I 60 7 /0N tidlbr, t and T salb�'be Miose ofNx 1a►gerppe 0=01 or Op, J S'ITYP) C 1g r rqt, AoaoN j RECTANGULAR CHANNEL �II� � - PQy L irnifs 2. For AM see Mf 191W M F"f seer bVer • SyF ,23 f 011,07 - 5'fu. z5f 5,?. I7 Pay L�inifs for A - T z, A ally= difc h s rcavo>'ion Efor Oi f on 3• "mw*rcmq a'►Apes 24 word less #,& nor and an off 00"where &Vk A 's less Mon to. . 4 M'lrere rr i�c#V is requred Me IoY n►efer of Me ci►cvb-figs -- t" CLR ALL Acces3 Xd. ,Oifch Fxcoyal%o 1113 ,� � � ' _ - -� �.-- - AROUND tompoe! span be o f f2 X avA'rhickxss I+e. I\ ` ► `.� ,,f 5. Ifflen 4 is egvof to a less Mon o2, ilei'►hW&fs Ord wf►en Gi - r �' Da�einent !Pt—�-�' "e pt. %�► a er Man soN;fs �TYa£ 36A GRRTE i .. PLAN 9 VER spa uvAaD \ Mo%ria/ ;•, G PMx n�oy be carrugolee,nefof per, ccrefe p►�, or renfa�ced { vLAUS•-(D77-B) =/ow r �tfe p0e. or relhb/e arch, j CHANIV£L O I � LINING `SURFACE OF ACCESS ROAD F,y _ GRADE LOCALLY M DRAIN TO ""LET ����,�� r.s RECTANGULAR CHANNEL +.p� I - %f �.,� - • 5f0. r�8 r< 75 - 51`0. SO t -515 >~ fy CONTINUOUS ILI —� 1 f ` 07l ?�C7 39f32- Alfa Lona s•n. ViGii�i tFf//3fs'e 11d. WELD 36" DIA 12 GA. f tr conr�ecf C., fo eXlstii�g arch. (See• sccfior7 on Q C.S.P Proti/eJ. �lofch Sof�%fs oma' veo f�iic,�r�css opo/ 24"oiA. �.s.p, a•.. cone. base TRAPEZOIDAL CHANNEL 11 I f r�in>�iremeof {c,� 4� dime-Psion• ,` 5.O.o l ov 1✓t I h.i. � 4 r OPTIONAL BAND _ I COUPLERS-SEE NOTE IPOyi»cnf for afruG'fure 5ymr»��rico/ t* �- rr � �• Zs Except AT STA.4-�ti3o L • I�' � ExcOvofion o�4' 3'fr�cfure obouf �` - Cnwb�► Tks' - D c,ffiY/ arc irlc/vdeo' ih DATE7-Z� �O B SEE C.S•P CoJilECTI0Q for/CC o� Col?c,-e e DETAIL TkklS 5NE�T ' ' _ C � 11Z CtZETE CbLtaR. DETAIL A - c3 c:) , UoT To S-&LE NOTES: SEC.TiU1 A,- At _: L' AD. 84-2 I. A MAX. OF 2 BAND COUPLERS MAY ��, —�.�-10 0� \ COUNTY OF SAN BERNARDINO BE USED PEiZ G.M.P TO FACILITATE LEGEI�ID -�: REVISIONS DEPARTMENT OF -� MARK DATE DESCRIPTION BY TRANSPORTATION / FLOOD CONTROL ASSEMBLY IN THE FIELD. s>=cTroN a-e 0)591% Q.c SCOPE o� .�,oeK GMP 9a•�o ¢.�. zs' ALTA LOMA SYSTEM r INLET DETAIL - ALTA LOMA STORM AIN ASSOCIATED ENGINEERS 165 W. HOSPITALITY LANE SUBMITTED BY =�� 4 � GENERAL DETAILS \ /No See/e ) SUITE 15 SPILLWAY WITH CUTorr WALL 17'r SAN BERNARDINO. CA 92408 RECOMMENDED BYg f/0. -1Y' -fix (71,4) 889-0491 � E � � � fll • + _ _Floop Wc,.r DATE SCALE FILE NO. JD9 RwG . NO. PAY L[ M1'iS `, �,OA�iPACTIOi� '_..11I`T'1 _ R.C.E. 10627 �,PPRovED BY :e. �, �/ ¢- DEC. 1983 AS SHOWN 1 - 405 - 17 OF 11 ATE ��FILE NO. 82-07 H,L - �rwy . �� Z! SHT 10 of 30 MR MARX ASSOCIATED ENGINEERS BENCH MARK, HAIL AND BRASS TAG IN TOP • } OF SOUTH CURB, WILSON AVENUE, 695.00 FEET EAST OF CENTERLINE Cf/.4NNEG OF ARCHIBALD AVENUE. 2!0 x.56.95'fo Z7t06.9S !/f/STALL !6'P/O� GATS �,e CONST.e(/CT T•PA/VS/T/O/V ' ELEVATION: 1755.82 (SEE Sh'EET 9) 11V,5-7A- 1-1- 06 41L 0,4/ Sf/EET 0 ¢2 (TY� C/S/•4/N L/�V.� �► 70 AL AS SHOWN AND A 5 FENCE ALONG 17221111=1401,f-e5-C7,-E-0BYE�i�/il/EE.e) C//.4N�f/EG WgGG S.4N0 5AL144G E' AND STOCK 1,1-67 CONT/1t/(/GY/S AC.eOSS W E.+'/ST GATES. .e c.B. 434�ARET PE.e OET,Q/L OSI/S.�i�EET20 L ¢' W.4L e CA7,?!7,5 INSTALL 4e14IAL Z 4TA7257S, , � ___ 4607-11S/pE' 4607-11 6/DES. 1cnle ! -,t0 -- _ INSTALL 6' CH'4/A/ L/Nk- p FEit/CE AG ON6 TUr0 C1-1XN 25'L W�4LL S .�E2 OETA/L O/V 407'.?8.78 Ao 88.78 S//, 7 z0CS5,7X2!t.sZ-95 CONST.eecr T.PANS/T/ON p COit/ST.B(/tT 2" TiI//C� A.C. TO <E!'7-,o,-06.95 ANO %3 IA!/51 2EVT OVE.e COM1ACTED CONT/1V,110US .4C.eOSS V INSTALL /lo' PIPE GATE R45e SEE SHEET 9 41A71IiE BASE BOT� S/pES CHANNEL A S S.yoWitl DETA/L ON .5'h1EET 00 C7 - k1171-1141 �5.y.40EU G/M/TS. 4- TOTAL) A S 5'f/OWAI AND A 5 Scale /"• • � \ V ny Dl,eEC7�L� a 7-//E ENG/NEE�e 40402.DO g IllL L S/DE SAD 26 004. S6- h oti SALVAGE AND STOC.ei�/LE l.✓/L S0,41,4 V ' h EX/ST GATES. ,�I� b o \� CONST.eIICT a` Tiz//c'k- A.C. ' O'AI/EME"NT 00E.e COMPACTED 1 NA771/E BASE BOT/-/ SIDES Cl/iq/1/NEL A6 Sf/O Lt//V W/Thi/N 39 t 90 1NS7A-L 9 Sf/.40ED G//tel/TS. 24".eC�-A= 60" O O cSf/E�T/O FO,e P4' .eCP a .PAW O/I/ . f3'PE N CONNECT/DIV DETA/L-,Q� 40 (SEE 6)V,FE T e. i P'O.e .�•eOF/GES « HILLSIDE O O —T T T 33" 33Te 24yeC.P �� �q O ��p' SIO s 5 24",PCP O 7 T "',e�P o W/L SON AVE. 390-6.522 ;Av 40f-38.76 ----- - - - CONST.PGCT /O X9 .eC.8. 45' e/yy 2S�S"Z./7 /b e6 r.S6. 9.5�ONST.P(/CT X 9',eC.B. SEE Sh'EC -9 CSEE Sh'EET 9� • ,PEMOVE /NTE, , V POeT/ON O c 3PFEx¢C?/NG � - - - -.eUBez-E AeCN qw 391�►5.63 //VSZALL 33".�CP /N�STALL G' c-.y.4/it/G/N,e FEACeF AGOING TOS OF N S.yEET /O �O.e CONC. �/PE CONNEG'T/O/V OETA/L -,eC:B- \ L__ .cE.e pET,4L ON 5/!6767'7-20 N c (SEE Sf/EETi(/O.22 FG�e�.eOF/LES t 3►z 14-S74 I / / p OSEE /�.e0ic/G E O f, 39SH 6) pe e3 A= 45 8=.9 5'SEE S/YT/O FOR N t S�00-`•�EMOIiLc�d'f / / : :,' ' . // �� P Z S CONC. c'oi 1NEC77 G�E'T.�/L C. T.eA P CAIA NNEL ./ND INSTALL NEL✓ -f8".«'P / 0* 7 -99 - //V5TAL L ,4 A d0//f/ EX/ST/Al O.e/IiE / -36a 0 1.30. 7J CSEE F�•e0�/GE SHT ¢> / A = �//'S4" B= " C= S' A- 4-5` B=48" C-5.50567E Sh�EE T /D FO.e CONC. 4 /� / /.�E CONNECT/ON SETA/L"�C.Q. 39 t/S.22 -^0 3 9-,,6s7 Z L /.�E CONNECT/O/V / // �f CSEE Sf/EET NO. z/ FO,e CONST,eUCT 7.eAN5/2-/0N y r / �ti NNE S -•eC. .eEc T. / / / (SEE S//EET 9) 38�Sd INSTALL 4' W.4L�C! GATES, BOT// S/SES '_ �E'EMOVE /NTE,e 'E,e/NG j `�� /� //r�' z'S�t981NSTALL �W%eCP 00.27-/ON Off- EX 48" �I IV/ // / A =60'8 = 24'G = 3' SEE SCP AND //E.40WAZ-L 5//67677-/O F0.2 COQ A/ . 10/�E CONNECT/O/V OETA/L-,eC B �� ' !� / / SEE 5h'EET NO.2/FO.e ��D�/LE� Q� �y hf� �i • A' �5f 2/ INSTALL 24"'.PCP A=G 0` B=24"C= 3' SEE SHT /O c-ne CONf-. // p' C0A1vVECT/O/V 40677--9/L.-Ae.C'• 4z 89 �d P E6:C7- C//•4wNEL.KSE"E S11 zL A/O ocOe /601-clE) 4 - ,eEA101�E' EX/ST. ,eOC,� � - U�T/ES SEE SH� 2/AND Z2. MND CO/VC.eETE C.�/,9NyEG oe67VETMEEN7- W/Th'//f/ .e/L✓ ¢7 89 _ �"sa • CHANNEL , TRANSITION AND CULVERT 23-104.-9!7 tis-./7coNST.eucT PLAN VICINITY OF HILLSIDE RD. 3 ,P.C .CEG'TANGI/G A.e CN.9NNEG SCAL E� /"= 20' • SEE Sh'EE T 8� CHANNEL, TRANSITION AND CHANNEL PLAN VICINITY OF WILSON AVE. - - r REVISIONS COUNTY OF SAN BERNARDINO MARK DATEI DESCRIPTION BY DEPARTMENT OF y - TRANSPORTATION / FLOOD CONTROL ALTA LOMA SYSTEM ALTA LOMA STORM DRAIN . ASSOCIATED ENGINEERS DETAILS AT 165 W. HOSPITALITY LANE SUBMITTED BY % SUITE 15 WILSON AVENUE a HILLSIDE ROAD _ SAN BERNARD:NO. CA. 92408 f7141889-0491 RECOMMENDED BY , c 11 r R.C.E-l0C,A7 APPROVED 8Y ' DATE SCALE FILE NO. DRWG. NO. - ATE LE N0, DEC. 1983 AS SHOWN I- 405 - 11 10 OF 10 R• 1�rw y • 908 S H T. I I OF 30 h, worlhea-il Comer, Tract Alm Y590 q� h61 'os<, toggea' 'RCE -9/0/" �0 �°' '�zs � 0 BENCH MARK QI ASSOCIATED ENGINEERS BENCH MARK, NAIL AND BRASS TAG IN TOP 9 OF SOUTH CURB, WILSON AVENUE, 695.00 FEET EAST OF CENTERLINE ly400 N ` `� - \ OF ARCHIBALD AVENUE. FC.D. /911v ELEVATION: 1755.82 �o I Toe �0 �o (/p�� y % n ISD, R 1 e` 13 tov'Js¢rric t czncraf�o/-,Pocf S/oy� 4 {: 47 1 i�p #3 0 a /C3z0.09 7 Pro�ex�iors�G/gh� C/cis ) Se'c A L O u v 9, 18/55 TrPicO/ Section on Shea f /4 a � A V ' Tr o Excavate 6Qsin to ,�rad�s fc cy shows, See C`7c7/717e/ __ W� „ tYl' sections or sheet /4 i9as) N.T.S- V / 'F- Toe o ,,>r Fc L s �o! .t"C. I Ay ZZ 23 61,75.9CoP C/1G') ( 51 �.o I is O 1940) 3r.$) i9s0 \ � e F. C.D. R1141 ,�, 6 fc.lo R1141 NOTE'S' . dy i6•h, /�c1e? Gh. • l � /evgfons shown Pius (' &re 4X/111;/9 A � (325 • ' coo Airnerio J 1 � � {o. 1T¢+. �y ��cCo'•�s C,` �ly � J dr.►ina C taae�ne/r1L/in I 9 e Tr i9 s �qcc Lbnafivcf /5' Accu•✓ �Pbed Q fL s J ro, -CG/111� Concfe•lSed Rock, o) t ACCtBd Roae $ASI/V EXCA VAT/OA✓ -,� 9k�pe Pro/ecfron CLight C/4?�) � s r �30.0� _ , ' L ,"L T _ \ -'�� �� / t�� �y f T�rC%,n� 46Af25,t/V,KME/VT 34000 r:V 9 /\\ - ' .E'U%SiY)SAL.4,eEA✓ �1 Cl. 1930) SECT 1 ON s� ,4f fho Coa ractoe9 orot�on a/�ii1 o .� accordance with a P/an 4,v or»V CONST2!/CT �POCG SLOPE So v 8 is J J \� bJ, hf�c a9s oar svr�i� ro i��D) Tyr a f PR0TECT/ON (L/ NT CLAS ) AC NO)"Ne �l �*. C /g r h e4 vier) �iay� EX/ST/NG .eA/NAGE COUA25E .. �� '� 6e ,,o/4ced oo fh0 s/ao�s /n .� s s 7Nie .o►'-aa e w aii s 9t lam• o�� ;� L `� t39 SEC T/oN g SHOWN ABOVE. EXACT , •r f d Ate, 40CAT/ON AND D/MENS/ONS TO BE v rsrs \ t t Acces ,eo! of �� DETE,2M/il/ED BY FIELD ENG/NE"Ee, r, J �.I' L '� t o o-7 % o -."' ti� � � oho o /natal/ /I3.'(�•-6•x1•-s•c.s.r�, ave.) - J 1/5 Q 'e concrrl�d-rocE �/oPr Profion /ighf c�bs3J • O 1 2 3 See Sercl%On lo-lo oo me& /4, and defog/ffiis sheet s • (.ts,o 'io, v13 os 0 �'ry s r Rd"CI W Ci ef' C'ves/lser►e)r /a' T~ o 63 V-!J4 40' Lt. ¢` / 0 T 1y'� g1 5 ��, h Acesall toLbris/rvct Basin 3 fL; C Eby \ Drain ;7/e/ oto Ot A" is CKANN G e v�J/ri�i� teson�errf and ' a; I 0 0 0. C S. 9 Sf�ucfare - See delollo O o drainage egsenrnf. 1 Sfiee/ %3 o �- s3 �'� - r/ b� d ° "c•O � .� as o aF �, !�' Rd � �, _ -�i 9zoi ti� F• Exisfin9 Ti�,aezeinb,� e'Kxint/ +n s6 J. #gyp, y s.° S ,c ?� I'is t t55 o s �a __ — 0 1 x O ?'se`s► G y� see defai/e6ove lz roe o 3•�¢ \ 6N n3 Mr3 so' li�zo/ 0 s 7 g b��^• _ o� � 9t30�•ct33 3 o��S opo J rr'o.o (/9/O tial � 9? C 20 N�'z //�.DS' 717 ets' Center rxc%n s . s i3?7.°- / .73 .09' �' /705 L, 411 VI ,v0 A/orth boundary o/'Tracy A/2 9397 ,l/E Co► Tinct �3�7 4 1 / ') 'c9. ti° ( � _ (/9/D) ti o Al � Al Al0i, Sec tion b rte � d � °� Ewa,�� �4 y S3 � f E � � �1� �, 'O 2 ce A oy b 5� w 0°4 sI6PE ZFD'E� FAZ'F 1%t:t.179'-VTC7JV7'TY DF x x_�r '�fAf ? IV 1 .��' f/> -?S� �b f� 333 l f ' 'L 5e2� f -! k�1 �;�0 6 V Ox 0''V 1. C, C.S.PA. INLET ANO INSTALL CONC�PETEO- ti /Y/.03' 4 y 2.!o ROCS, PROTECT/ON SLOPE ('LIGHT C[AS3> 5� \ /_45-1 - y�.5 f F ZsfB�/y"E ON LE1/EE FACE. X 195 5.a, Al o J •o - 9X/•1 .A,lj,�. 1� V.• �,J (�.Z Off. � -- J 0 - - b $� o 8z y c �, o art% dop Access Ras�o' S ✓ 2d 1 /.1 � G �► s.'1� �r wz� $ omits a �� en ��►�' wets, l=S•. � - t JJ �. d ` mss, c:C 1 L J' 9' sz�es ')C'r°s/ J E �f,C L.G� ` 1 '�, /9/S a Q v� e� / 36 Cf /f s! L T ' -• \ -e: Q� Bos: .+� GJ- l � �bS,G A� y. j' � -•m � _�- •. DCPA/N\ _- j/�P�r t • ti a�, `" Q zo *006'zf- .x_57' 15.C*. j100 /9/0) =v t► w l�� R.C.P. x/350 D� concrle -� r ) S°15 r+ G e!ncasewl See prol3le � �1`� � } � Consfrurf tarfl'i emean�Fnieirt dam - � , O 5' t5S'�/o3' /3.57' l�z/' V "ml p,'oeP/fee�Semeyrf l X 9l'e Ty/oiceP/ ,S-Chi W,6 on wed 14, � n */.,w/on &heel /3. s/ p ' c---/�G-U. /Q/v A•v0 r + /3.Q0' 7.oz' Q (j4Z0Lf Asad/cr , ` ��j� / � Access Road c O J li1 , �b�rrL/M/T O c 6,viD/NG — g. 2/�t7' �C), pb y a A ��j .9 �4 `` — s�ro•x G=5'C.s.P.I. O • ,Ie fhb' "�� ' Acyces/sn�d /� �� E .sty �ro oi'iZ" 6�sG' 3530' E` SS. �'Cf O 1 GG D,3 �n`, ALAN . Y�tz75' .tys•/! 53.3d' SC ,4Z 00,00 �� l� j 4L E a 0, /1 ac. roar �otJ 3G"Basin D/-ain Ct/�Data � - � �. �6�•�' O _ � Q Carve N'/ ° C'on rrfct AVO /rinfbrcto'c�oncrtll• - � r�5a' �ro'� /zs. �r•�s ' - 9 Ad a OZ 4G a D h t �ti (970) epaKel/ and &Pro/, -See dela%/3 IO � � a DETAIL - C. S.P. A . �. �1 l / 0/7 /3. Ll.T. S . Aco' r. c • 3/.59' ^, 3 :/ ��°5j / � ( t = /1.892' o /ns�a// G'/fi h chin/mak f�irC'e a Lr� � L s � � osoi//wa mo-11.4 on each sidCarve Al?Z d �� r//way wih l'�/k yae ao mach �szl' e a/ a50f45/oer eefi/s aso76, I •. ee O 0 A.D.84-2 HIL L S IDE RD."� 7' = /O.ao' \935 h Cons trust /5' Al'eC3, A&b ee Z . REVISIONS COUNTY OF SAN BERNARD100 j 1�4v� %/o Cor. ✓�eCf/On Zt/,Z,! S,o '?. �� � � MARK DATE DESCRIPTION 8Y DEPARTMENT OF b 0 Fd, / /.P. R.C.E. 73 1fY / ay cab '' TRANSPORTATION / FLOOD GONTF?OL �b yb 1 (le I 12/84 SCOPE OF WOQK �� ��� �, = •M\� �o�¢BG� . /85 NA • _ ALTA LOMA SYSTEM �s Ego. �� ALTA LOMA BASIN No. 3 Ir.q/,�d �� , ASSOCIATED ENGINEERS P of ep s 165 W. HOSPITALITY LANE SU,QIMiT �EL BY BASIN PLAN 1 SUITE 1 5 `_' "�-- ti 0`0 -57 2 1 �,. �s So .00 i"�' SAN BERNARD 1 N0. CA 92408 RECOMMENDED crTcr oc .0820 �r 3 0 ane fRECOMMENDED BY SPC � 68� S/f� 7Ar �bnsf. (l l 4) 889-0491 �h /g90)6ee Def ,<<.P ��� � _ ss(._RD�o conr.ss eN;RiA r.cc�, r;.t , eNr+w �< <.. DA E SCALE FILE NO• DRWG . NO • �O deldi/S c� /fanne% shy R.C.E. 10627 APPkOtiED BY . ATE''�3� `'`' FILE N0. 82-OT G`�'��/x �`` DEC . 1983 AS SHOWN 1 -406- 14 1. OF 9 fe'v f ROAD ;OM SF ONES ROO CONTROL ENC NEER DATE r 1� � ' / ✓J y . �v 0, BHT 12. OF 30 1 ' 1 240-0key !1b 4� O ¢� �~ �� ���~ �. 4&-0" � 48=0" /3�0 30-//�8 � • ,. ... - . :.o•-�:o:` Q � • h onsfi-ucfion oirrfS d anchcr� .o ifon9 o ro/r� n/e/A Sf�c ure 0 48 '-o" 0.C�Scc 01 f4i/�J fhi5 shed) N y �� �ec detail this � 2 /-3'Lon v r �m'n) 00 Y~ I I w N o� c N a`' DE 74/LJ;qEX sf in ground 61 510 )C — ,c/o o sco e ,4 oJony ��/r7 5 �0 I � I X � � our n4 darn l �� ala v V / SOD �SQ,Q� S �� V Y I '-`-- Q � Co/"IG red' CIIG_d3CG/' 36"RcP �/33oD) . 4#5 dd shown sf Ja n f Iyifh Coo-2crele Collar--56) 32'o.c. MQx. CQr�i'UC�%Ori ✓O/i7f � O (see s�ccf y-y 7`his slgec�) 0 ti• v h _� ,.• 3"c%- 1�b vf4c�►� .. /lista// G �i h ci�r /ir,,F 1�nc� PROFILE Or 3� BASIN DR41AI PLAA1 Of SPIL L IVW Y along 1bp f Verf;ca/ wd//s whYY � /ZG� � s77o/es 7W. /, _ 40, G cone. enca3emtnt-iffin• 7 y Q' wa/.F gales on each side j/ /�� : �O�� n T3�P•) I OrIG•Er1C0 f " 5o Z -See sheet zo 1 L!�l/QY . s�/d oma• for detail, CUTOFF !1//4ZZ X74/1 _ —`-' �'4 - .5Co/e C5, Tr a 301 g t' For collar �•• � • i ./ i_0� i i� " _ y / . for detail. yell. b4'rs #5e6-o.c. it rS 'S�/Z" G. _-� • '¢ 48--O .¢B 48 O'` ¢� O /5 O 30 - /g Wo/%3- ,See 6heet to o" - i-en�rsemen� ConsfnJ /or/ JO/n� @ 48-e0 C• .`� o tib ' G 0 B4G"na►,c. entaserncr -min. . T sco/ 1 both W011-5 (6C& s /8"Oz. Th she '� 6 eP �Z I (Gong. bars) a 0-inUAtl-s O 0.075 ung/s urbcd Sol/o,_ !l7 eo// 0•/goo AFLFV.4710 J tbon�in cnf aVO �n cani/x7c�� _5ffGT/0k1 see Msp n�, my// p s- Z-y► Go . $ 36'yAZ'P EA&W SEA0V T 4 LOLLAh' DET.4IL. Defai/d on this sfieef .i spot ed o � o.e. O�It/ r ,Jo -r-- 0.005 -4 Sem SPILL WAY . fs,.s shy 1 O 5@ rz"o.C. *59 iBMo.c. SCO/C / 2O .•' . ' • . �✓� 2" , As 517ow17 . ornund 1tJe/d c�//rnuXsc� SF-if T/J AJ ia a keyed Co sfruc�ion �" /2' •R•- J�o'iS'23" 8'-O /e"Long //,gfi�iveigfi�meh�/ - ,✓Din , e,rCnd inSB - See sheet zo bd /huyh ✓Dill. 3 {:nosh 5 - /4"x 4" °' " y-Z"� Go/u i e S �lg"o.C. for defai/ o�otion4/ • ob c7nchvr bo/7� P�° Instal/G f,+i h Cho/n Link fence er Drfoi/ Cc173f Jo�r7 f /Z"For Jvo//fo i�•y @ /B~O. G . ► aCeO' /c� o e Shcof .?O .4/o�g 747P of!/Crfi co/wo//5, wlfh I I 3,lq•char» - S*x /2 x 74v~ •• + p 4� W4/� e ofe centered on eno' Wall Duty lo�,ot s A�•5, see Se�cf.QR- _ I- � sc q Lap /=/• �qa/v.J ��•z7'tc' a%/Q!/Orx>' _ x Al- //siaq f% �! p h 90• ^/0 or aw&,/ (2a Q cls Sh~7 4 Simi/or . tV �_'S�/•5"O•C. a-- ao7 BO h 4ci ¢ lTy'�J/^ 7,Z451-1 RAG•/ s�•te"o.c. f 7YP/CSI L l4TTAG.gmE/V T SF_CT/D�tl F-F 4 DE TA/L .i � 4S� /d o.G. �. N t"dr SPILLWAY- DETA/L "JF - • 6or 51Z,-_S ond3pocin9 � �TyP� -�•r�� A 6o�tnm force _547177e o� Ior o Q/VCHD,� �/,-e4A1SUE/2S�- LDit/17�ULTlDit1 ,b/�i/T /~ -� 3�"RGP ��' �"•'gH•"�/S i h -s•• d Al' sa///w4y i� ( (on a PC'/ /o Q - ,f�yeC e'� �d s�--e/> o.� Syrnmefrcu/ o�vrr� P Shown.) See 411-,f S,4 'Q > sae 0!!fai/pan &S bQ`yd dr C-C- i o 4,0z z � Qo h ►v � N ` / P {nc onfy - • A- It 111114111 111 P141V V • - I ,BQS/N ORA/il! SACT/O�tl P-p 4,.S,feC #SCrz"D.G. w tl /NL 7 S TIZUCTZ I�ET.4IL S h ,eo•o ole I'-T" /oh v I � /2 o•c� C (�r ny /�=Gp Bofh rvay-!5 t PL Q/V 4.° .*e 6•h t B) to co Vac. /d,0 � S�+ P2"O•C �f SN )FDIC& DETA IL.S Both ways TRA V Z" VOr%CS O N f0 20=0'` (,cJo o Sea e Y- � [r C SC _SPILLWA Y- ET/OAC/ Y " sco%.• �Z" _ /-O 5PiL L WAY NOTES 0 A.D.84-Z /) h/he17 wo//i/%,nhf isle.-s ./fon 6!.0-a';7// COUNTY Y OF SAN N .se1�f,� 'r*S�q- REVISIONS BEK ARDtNo for .rye 9' 4r�d cut o// verfica/she/�bf FINAL PAY QUANTITIES Z) conCTcfc c0177111-r�51Vc efrcn•gfh(f"c� MARK DATE DESCRIPTION BY DEPARTMENT OF Sho// bc4cno P.s.i. M/n• cif 28doys X2/84 scopE OF WORK TRANSPORTATION / FLOOD CONTROL ITEM 29 CONCRETE FOR ALTA LOMA BASIN NO. 3 SPILLWAY c.y. ITEM 30 REINFORCEMENT STEEL FOR ALTA LOMA BASIN NO. 3 SPILLWAY 78,000 lbs. ALTA LOMA SYSTEM ALTA LOMA BASIN No. 3 ASSOCIATED ENGINEERS 165 W. HOSPITALITY LANE SUBMITTED BY = , � DETAILS OF STRUCTURES SU1 TE 15 = -$ SAN BERNARDINO. CA 92408 cntE _.pc IGA- Hct cR A (714) 889-0491 RECOMMENDED BY., r P Mwpt,wss•,. rGcnr cow-Krn_ ENC. . ADA,_ .. DATE SCALE f'1 LE NO • ��RWG • N0 . • RC.E• 10627 APPRO`v ED BY ATE)/30/6-f_� .ENO , 82-07 '-- DEC 1983 AS SHOWN- 1 -406= t4 3 OF 9 ' C . Urwc� • 90(5 ZL SHT 13 OF 30 ' - J r X FC D RIN /5 Acct ss FCD I�/W 'Fop le P/A/7 "C h 15' Exisf 9rbu17d ' 2f0." Fisyi.tr;�d , Q - aurfitCB 4 h Z I ti3• Sus-iacc � Q ��a� Gore errnbcrr�,F.ner� � '° to ' Iy d l �' SEC TION 7- �► fii7i5hc do} 77PIZAL FDR N.F. RoeT/DA! Of 23A.51AJ - � OPtseno/ Rock I Bosir7 Flc1 ' 9/ope Prolec horn 00 L iqh t 0'/aes ' Rhe�anqu/ar• 9. gee 8h t /2 channel ' - zoo 0 - -�tr/o tO 7 ,/si,7. A&/ow 'iSfint� p ' ground ele Con75ed • 9 Exisf ground - �ryP Befw ,Sfn so"y5 ort .sof ks¢,0 T'min l Ver7s i9eo ' -' rcD R/w SEC T/0" 4 - 4 ' vHo)Q. "_ 40, dot ' rtt a -- - _ FiPO)rILE ALONG SPILLWAY Cc)ncd Rock /o' hl .5 0,,:7e��ofr_cfion tb�O Exist 9mr�nd Lr�h/ Coss Rock F s I felt rn (Axis of dom) ,dosir7 /oar _ 44 6rourx�' 6' '( of �orri) j0 3 f do CT/ON 9-9 Ctrl r Zane \ P No 0 5CO e 30 Access S/o�oe ti�� A Ql �' � y �inishcd SurfaC� yor;es • �E Spi//woy Z%min. C i OPfionel dock �, to' d/o Profecbon LiOhf CA? Rock ti Exisf. ground ,,. /5 Varies /5 65 cess /01_50i Accesi 0 0 .9ec ,+f y CrrTss S/o Gnaw Var•i e e D077 VPe R°a°' � 3 X cross s/c� Sum ce 10 _J_ s Bc�s =/oor" vi fi�iso' .Svoce CA10E io t 0 ` 7 ro sh f. /z Sfnpfo .�l'rhin. be%w exisi� `�j %vations P Doan embon S>r-/ lo 3'.�ir7.,6ef�c/ �' bns� o o/ Seo' '� Alon hij/siob stri l 0 9^'u P° 9 dl° °p N �fwe�n sfo 50" and�3 P 1, dClS/r7 f f 7 m�i;�. hor. to un er•Iyin 9 EXiSf GrCXX.rndond �7C/ Q �►i�' /oor 2000 i3' a' �s r'ave/ and bench es GrDO�C Q?s�rns»f A9of / �� ay _ shown on Benchinq /S �t / O ibnA/Rack 8/oPe I' 1• rofecfion, L/qh/ SECTION %3..:3 i�. Defai/. 2000 �� \ Rr4 f C/o5s Roca'. Sec 9ht. /,Z I \o .yvr `_a� -- ground 3 N ,• TYPICAL FAST OIp SPILLWAY \� Exisf _ �-3' sco/cs• tloR /" = 4-0' - . T`yP/L'.4L N/�'S T DF SPILL WAY _ _ �, T'm � ''' zore��r / Sfi-i�o fb ��rnin. be%w Siris inq ..TYPICAL SECTION «z q�U c�noinoo ��Q � e", oSe°' Tf�RU L'D�ULrPET�'D-�POCk' SLOPE RR0=140V - 9 Cloys Rk SCALE f�O�P / 40� x Ver?' TyPico/ fwe> srb �O 145 cid.53 fs4) AJO f f o ,5 co% •_ ` • C•; �iei uhf off'fi%�%# s_ �i -, _ -~� S11-1p 4o 7'mim be%w erisfinq ground 5o mJeornpoefion and comped erooeed boeeinenf rno%cio/ ' - SECTION 5 ;5 �TyPico/ s fo. sO�¢s - sfo. _f.,4.0_f.,4.09 4 — '� __-- - =� . BfJ ICHI1 6 I3�TL - - - -= _- = Ver /�- io' ND SCALE 3% CSS 1 ��•+ Spi//w*1� E/cvofioBnOsSi/7 P/e7/7 7 r- tib 30 fUinias'chCt d Dorn err�bonkrnenf 3 tip c//0 f0P 0lDom o zs' SEe i D S 1 &15 cf aim « to - �Ss f It 14 3 rnin. ym�h. Verf ---- Ski Prvfecfion _ �_ r. Lighf C/o_ss Rock , Note : _ /O �`'' sfr-ip fo 3',Ba/ow exis/•�9 yrnu/ad See BB4.S/rn P/0/7 CP7 5,,:�oef I2 `__ • oma' cornp,0C1 cXposed boeernc o f /0 �// \_ fOr �OCOf/GY7 .SeC f iOr7S. BOsin�/oO/P moor•%o% ( Typic o/ lo 5fo. Ot 00 .3 min. Access �Pa: "C " v�rf. StriPfo 3'/nin. Ae%w ex4i' Ex�ooaed.Gr, nrmund IL0L �. F� �i rncrfer�o% C Tyoic a/ e,rc epf -SC�T IO� L_ _ I c�ndex .soi//woy J L. I OQ SCDfeS ?, 3'8(6 y �-twin.. 1�aT a-- X0/17 C/r7�/7A - . V ' A.D. 84-Z al.-d beach os shown on Be17c17i17 �� , ROTES DN EMBANKMENT REVISIONS COU.v i r OF SAN BE.�Nr1RLDlNO DEPARTMENT OF BASEMENT MATERIA' SHALL BE COMPACTF 0� A RE A L TIVE MARK DATE DESCRIPTION sY TRANSPORTAT I ON ,' FLOOD CONTROL ✓>�iiP lo 7'1771,2. below MPA e..Y/31�%/! ground COMPACTION OF NOT LESS THAN 51 FOR A MINI MUM qt 12/84 SCOPE OF' WOiZ� and compocf t,►'poaed �iscmer�f mo%rio/. DEPTH OF �.�R .C. FEET. �Typico/ 9fa so��s ' 2. THE CENTER ZONE OF THE D M SHALL BE COMPACTED TO AN ALTA L 0 M A SYSTEM R .C . OF NOT LESS THAN 951 . ALTA LOMA BASIN No. 3 SECTION 3. HE CENTER ZONE SHALL CONTAIN NO ROCKS LARGER THAN FOOT IN MAXIMUM DIMENSION . ASSOCIATED ENGINEERS PPDF/LEALOAIG AW5 4. MBANKMENT S 165 W. HOSPITALITY LANE SUBMIT ,ED BY E � • � TYPICAL SECTIONS - BASIN AND DAM HALL BE PLACED AND COMPACTED TO A LEVEL SUITE 15 : �+!ED[s=w��Hc�►r R. FOOT ABOVE CONCRETE PIPE ENCASEMENT THEN TRENCHED SAN BERNARDINO. CA 92408 RECOMMENDED BY = TO RECEIVE PIPE AND ENCASEMENT. (71 4) 889-0491 �� -^ ASS.. . C ftt S OMER![�_. F .Gf A CQR i Awa INC NEER - � Af� R.C.E. 10627 APPROVE'li tit' : DA-E SCALE FILE NO . DRWG . NO . -9�;E / 3� �� tLE No . 82-07 - �`� bio DEG 1983 AS SHOWN 1 -406 - 14 4 OF 9 s 7SHT 14 OF .-10 . 4. 1\v BENCH MARK ASSOCIATED ENGINEERS BENCH MARK, NAIL AND BRASS TAG{ IN TOP OF SOUTH CURB, WILSON AVENUE, 695.00 FEET EAST OF CENTERLINE OF ARCHIBALD AVENUE. D Q ELEVATION: 1755. � 82 O , Z a Q Cows re u-c 7- I ,--eA4os4 ASE �ruE O vQ c�>T.PEET =MPP0VEMENTS SEE S f/T. 214., 2`,r ol lheet 9. Dire shf. Z for a-1-080 fi Join/. (For Dela%/, see f.C.D. iP K/ 0/ ,g/oPes and Access f�'S��e • "re.10. Afe". IPaeds in /hi-v arta. �— C• rL S i//waS/ Con ftz/cf � o'e o%/ &7 o Ond•Pock od �/ef r f � `\ � •' this shee� � � . • t . q�^ DETA/L A r�► q \V �y� . �1d3' Z R/w �-- �: � Mon '41 .,(� ;T ,T- - - consfrticf DA/. 48 6'R C. d 2'-o' Sfiec/e /7 14nr' de7'b'1 / am 3 5 %//, LOCO f LACY � '/ . �C, ellp/r /tock O --- - J - - Exist'in9 /o" sfee/ ir/-igafion - - _ -'' > line pi-ofee h7 p/esce. Exisf. /4'�r 7' R.C.B. Pad 01-0edo Ar A` i f� ( i i w 1 1 `— _7•11r ^..[ �l ` i I 1 I 1 �, I ' ems, -Y. .� •Y-�- ' ,�� �� �— —�; ---rte r� Y -- Y� - .Y \ i �� Lap i• � -�- — ' 1 �� -r i 1 _ 1 _— ter, T Y 1 Y YL Y i 1 i opfi o4/ Gon57 ✓olh1 CPnfer ,S'ecfion AV -fo'Z" �- I .97 FeD ,v/on, 1-above aw4ee 66S•6.t • �� 1 '� I /392.�7' ,Orr 98.Co F3. /09/38. #4 DE TAIL B �' ��rl /Race,-51Ce dCttii/,3hrEt 20 i� I u 2x lAlo. Sca/e) o r Toro 4kb// ——� OL,l/V a ems, �•�• \ ��n o cz�-off'wo// s /00 ' Trapejoi4'a/ "` ' yJ• Z4~fi C.Mt J �\ s ,tom"IP C.M.r (/Z C aK Channel-see AvAllku to A nj } `� � �� o�� S s �G t1 v fi%/ed w1lh Concrele sht 2 Cone. aQ�j ��� .: ffc= 2soo ,osi) �Y' Caaao/'P Spi//w�stl Phis sht 1' 3 s \ �V Nle//. 9re �� �oP C k.�Q. �, Me r. _ _ W hole o d Rock d -� X etj ,GierlBi/ A, o - N, �G.O Ped I .� b� . . . 3fa :1f ae Ao 6 •V/orIts ,es'lo .e2.3' 3q/»mtatrica/ '. •� `• t f.o 61;11 Hie// -. vfd. d td1'o fo �t�Z l�.erics .2.2.3 fo /6' '• V Defmi/ B, lhis sheef { , /nsf // /iy wie• fi>�/nefo/insert Con�>'rvcfion oPfions/ Cons>Sruc>*ron .Tf o .S ALT/0 Ol / {or ,���ce� ;/sheef zo), 3 v ry>o;�4/ bolh w4i/S. ✓oi/�f 2= /�� DE rA IL C Ik —17 _.Voles (svi//way O'Rock P001 /n/el) DE"TA IL D r,vo sce%> Q V e tz /. See S,oecia/ 0'8fa r SOS t iso a /e%f%ve lo channel lining. jNo Sca/e) Concre>/e Spi//w8v d ( / Ton R-0 CA-) ! W 4 �N ,t for dii xr�sions, ^*n- api//way snd Revak Pad h7/e/ Defai/ on fhis sheel h —LUf-af. M/0// ;b d. TiynevtrJe we►�,fentd Pline Jolnts s/Je+//be �' Confir�ciou s,P f' L tea. 'A °,° /#ceo'/7 the l/oor +ndwa//s o/1ha ✓oinf C See � F s/ (� 31• � ;� 3�� � P a9' C7 Z0'f o.C. ind if/e8af •f/'iwa from the '"l !� 2 _ •� Gltfsi/ D) ' % h weepho/el. ./oinfs shat//he %-m-ex, in wio'lh _ ind to a dePfh of wifh/;7 /,t of fhe reinforein9. DATT7��� �a�r 1 / ) ?r"� formed wee mbole 4! Thr /(neer#/ o/'iree ohol" shi// be Bach /hat • t� ' i 6 3i//, See drfoi/ 'B" N 6, Zo't o.C., tacked wifh ' ' at xeephole will be /ocaled not fi r1her fh w . ( on ¢his Shee one tabic falof ofPervious + Z' uPsfreem of a calolY sys//• 0� Top E/. JB.O Aockfi//male,-41 in a bvr/op * 3 % sack secure/y //ed. P/ace .r a- 3. Tries rre Corasfrucfion ./pints in ,'h-- h7ver1 �j A.�. S4_Z �.� sQuara a/�.�ninvm or rs/veni3ed vha//be Tyoe A ✓oirafs . For Oelei/, eee �} ^ p /=%of olee/wire d aalesh hardw:rc sheet g Cv 1.? e%fh on d#ckface of Spilrwsy R E V I S 10 N S COUNTY OF SAN BERNARD I NO 3 o O / /h9 prior fo Placement o! G. The rein eorchf met shall supvorfed in DEPARTMENT OF 2¢i C.M.P. /Z "s MARK GATE DESCRIPTION BY eoncre/e wire, 0.09 min. Typic#/ both di�ec lion s G"m#x. spacing or ♦s Baa*r/es <TyP) „ &1h rv8//s. d��ecicd dy fhe fncJineer, 10/84 SCOPE of WOZY- TRANSPORTATION / FLOOD C0NTR0L _ _ 7• sloped surfoccs o� f/-eb concrrfe 1117A 75 ah,711 SEC T ID�tl 2 O be finished by a /fight broarnirng. irnverf .�� • _— � �•�� �o SCoi� — xr ffQs h ac �f�we%d 4�d ALTA L 0 M A SYSTEM ( •� , __p profectec�ogo/r/s f scorrin9 or d4rrao9e. ALTA LOMA BASIN No. IV'fh ASSOCIATED ENGINEERSAA FINAL PAY QUANTITIESi 1 65 W. HOSPITALITY LANE SUBMITTED BY = BASIN EXCAVATION PLAN Rock �/o Pr "fecf%o - #'/h% k C/foRte) r SUITE 15 JA sAND INLET DETAILS lEF �S1C- ENCI-N � _ i / SAN BERNARDINO CA 92408 PL 4A - 5 PILL WAY AND ROCK RAD IiVLET DETAIL ITtM 31 CONCRETE FOR SPILLWAY STA. 3+62 TO STA. 4+42 180 C.y. 1 (714) 889-0491 RECOMMENDED BY = - Z (A-10 5C-01C) ITEM 32 REINFORCEMENT STEEL FOR SPILLWAY, STA. 3+62 TO STA. 4+42 7000 lbs. �` • R.c.E. to627 APPROVED BY = �0 �' conrRoL Ilc_a DATE SCALE FILE NO . DRWG . NO. ATE �1 � 'LE NO. 82-07 ��6 8� DEC. 1983 AS SHOWN 1 -406 - 14 5 OF 9 i� L" .Orin) ' ZASHT 15 . OF 30 BENCH MARK �' ` ASSOCIATED ENGINEERS BENCH MARK, MAIL AND BRASS TAG IN TOP OF SOUTH CURB, WILSON AVENUE, 695.00 FEET EAST OF CENTERLINE OF ARCHIBALD AVENUE. ELEVATION: 1755.82 CwSTWC'r 14E P-MOSA A,/ENUE STPEET I M PeOV EME NTS E SWT 2L1.)25 5;a 3 A gvE�T�pIP� f/ER END 5TH IJ f- - �-- Y _ --___---- _---- --------- -- ------------L--------_ ,I �— Y ; T — I \ ` ----------- '-1-- ---------- -4' --------- 1 / 'L---------------------L' r � b � I r /a 9 xh. ,yod• exisfir�9 ,dc7s/n COnsd DJ�u ,b,! CRC. . r., _ _ _ _ .ad's 3/7CL f/7)6/' De*%13 VM-APS 396 0' i OO P i iJ �' r GeADE VEE D17-C.11 rr� D,PAIN CUL I/EeT - 0 1 - __ __ ♦ ' ' ------ -------- -------- -- ------------------ ------------- - ------------- _- --------------- --- --- -- - -------- --- --- -- --------- ------------ — a h) e 1 --- -r ---- r -�- T - T -- T- a o f I I I I I s . � . -�. -- ! •�/` .` ; --Y ,rte— -- �- rY —�- --Y --Y- --zY �- �T -T— --T- --zY— -r-r -L - �c D R/w I _ L i lv Q �Ts PLAN ZQ f - - R i DATE 0 A.0. 84-� R E V I S 10 N S COUNTY OF SAN BE RNARD I NO MARK DATE DESCRIPTION py DEPARTMENT OF 1 12/84 SCOPE of wo>z� ;t . TRANSPORTAT I ON /FLOOD CONTROL ALTA LOMA SYSTEM FSAN IATED ENGINEERS ALTA LOMA BASIN No. 2 . HOSPITALITY LANE SUBMITTED BY = 1• _ BASIN EXCAVATION PLAN ` SUITE 15 IV . .i' NG R QA_j_ RNARDINO. CA 92408 RECOMMENDED BY = (71 4) 8R9-0491 .; ?.6 f¢ A_ _FLON`_goN'k'LT — DATE SCALE F R.C.E. 10627 APPROVE) Y = FILE NO DRWC; NO . ATE DEC.F E N0. 82-07 f �'''� ' DEC. 1983 AS SNOWAI 1 -406- 14 6 or 9 ,� Aga _h u a fi /�• � vrL�y • 90t; 0 SHT 16 OF 30 C � ,3 F.C.D. R/W VL-5F.C.D. R/W y Re%cyte 8" !✓a ter/ine Q I to Clear Cu/vert /n sfa// in,ZO YCasin 9 Under Cu/verf y 3�"Gfiom�ci- prcmoJo'cd E. n3i� (See Sheet 46'fbr D&f8ils) (rypico/) JoiotM4ferio/ F Exist S.M.H. 6"4.C. ai,�-e Existinq Cansfnvcf 0�i ,O A-7anhole, r&rJave and wosfe z'+of e"coni fart'sewer /nsfo/' '9 Hermosa -- 3 72 077/0 .5onifory•server�scc sheet �� Ave. \ DETAIL Sce/e ALL 6'�:,�� C�svin 0�-9 l.�s.00' /04.00' \� ► 2 Ee. L✓ay llbr Dela%/, see 5ht zo) s ti I r' o ExiSTiN i6 S/� R.C.B. I a 04@18" Lo PIP Construct Dbl. 8)r6'R.C.B. --� 24' -2'/Z" A � (See Defni/s o�fhls s o I� /mprovernenf `�' '4 A ,�eirl�O.PL4%7CJ /n- -— - — Top 510,26�f 5hav� ( Construct Wing wet/s e - -- - A - ound Nose of Apron (See lLefni/s ori� 5 a Center- Well to o shcef� 7y,0' al oil PGS � ��'. 27'-9'/z (\► <o" Radius m �n 291- 3,/2" O Qi ' I h CSee ca/vert P/oo� 10 (r�nprovemen #4 @/2"O.C. To of Basin Levee 'Top M� !B„ s f/oo-(ryp/co/) - La I Top of Basin Levee S��de�i/�ils � Lap Lnw P V E/ev. /6S/ chni�/i7.F {Ni�9wol/f �i�s \ ca-rc FcOCe o%yr4�/� o�yuin9wn//s 7Ypico/ for 4 /'tin//s .� G✓rb � CUL 1/ERT PLAN � ) 0 De 4a., orJ .�heCf 2 O r (TyPiGo/ Baj crra�5> Rein•Forcinq in Type 'A"Joint „7 9" Fi//et # = 0 Bottom 5/ab 9" Fi//et y�° b 4 %Z"'O G.. 0�) Not Shown N F/Dor C eyed) 33' • ,�� � � Ser defei f1yi.5 s/zef N � �'►. Provide Ary Ond 316',1V brr- h.p Wofersyhh�sp/if prrmi/Jrd) 31' CLr l- J 3"C/r• 31'C/r: I 3"C/r. W'1°,0 in ct-,/V&/ only. Center SeCfion 2G T.IA1 R.7K! IO%Z /O�Z 0 7 Upper Face in Deck :� a. . 4 Upper Face in Invert QFd. 2'/P w/rra1Y/"ebove Surface o •. o'. 06 I 5EC71ON A,Der S.B.Co.-, B. /09 .38. 112/1 n -� Foe N Ee"OSA AVENUE SITE PLAN /ell 4o • d • d STEEET I M PeovF-meArrs l�� = 40' 04 Lower /Face in Deck *7 Lower Face in Invert OVEi2 E 4uAj_tzElz - SEE N SECTION Z-Z TYPE' A jo/A/T No sea/e SHIT. 24 �2� o c L. r 1011 7• �/ofe� P/ace Type�J"Gon���ue�io� Jo��s wird Wo r'sto of 30 / rvOLs MOX. 4�O17 ,PGS Sym. Abou* g Imp. C ) '9 Add '0t4 Bars Continuous • : Light Weight Meta! jn{/oo� fo s/Ob O/7o/wol/sl Inserts for• Fence Construction Tota/l2)to Top of k eyll :T:. ear Fcno Delevl on Mice-,20 yPico/7 i w�nywo/Js and Heod�cc?/h� • r } 4• /B" M ca/�"N,tOx. 2" Clr • l/2" CIr �Mox. 0-7@P/o%Z' 04e/0%2 s yrnm of r�ca/ About it 0C. @ /2 O.C. x 317-07, � (Omit When Wall Height Easf Levee #4 @ !2"O.C. /s Less Than 5'-011) West Levee FxisfInq Ground A/onq fxi.!P'1�9 ,r-- Improvements levee em/x��irtfo �.s�in 2 -o" /O- ¢ bora 5 Eoch Voce /nes orbiG2�a'Ps�P/co/ f�/cvcsj Yen y soac eq' Q � Hermo3a 4v�. yt ` �6 � /O/Z x �6C• /O%2 � 0 3 ' � 'd �:�' �•4 G�/B''Mox. Construction Joint (Typ.) Tor /r'o.C. 40 4 @ /o/104A o t-o -�- • 4# Max. of • 0� 6o h focc5 2 -4Tye "An point in Ex. 8" Weter-�� /o "x S'-!O" Flopor (keyed) / �3 h M de'SiY1h1! ss. M .�; DBL. 8'x!o' R.C.B. � Z:o /2"Lop SECTION B­ 8 io C o \� V h o ' fernu�i ve corrs7 Leve/ Groff�5 droi, 3= , , ✓oi'r>fs. TyP. c enf er- �y y f orad ou/er wo//s Ex. 8" Sevver Leve/ 0 nAT1E-7Z3 $� _ 3'C.D. Walls PROF/LE (Typlr_a/ Both Ends) 2 ¢ 9 44 Ca/�9'Mox. 4'�4 40' Hor.- # 7 a/0 72" 4''4" A.D. B4-?- 4 -- R E V I S 10 N S COUN Y OF' SAN BERNARDINO MARK DATE DESCRIPTION gy DEPARTMENT 0 r - ±S 12/84 SCOPE OF- WOeY- F TRANSPORTATION /FLOOD CONTROL TyPiZQ L 5EfT10Au Dei. xa'Rc. -- ALTA LOMA SYSTEM A/of fo sCa/C FINAL PAY QUANTITIES ALTA LOM A BASIN N o. 2 ASSOCIATED ENGINEERS ITEM 28 R27 EINFORCEMENT ORCECRETE MNT�STEEL. 8,FOR6DBBOXL. BCUxv6RTBOX CULVERT 90,000 lbs. 165 W. HOSPITALITY SUITE 15 TY LANE SUBMITTED BY07 �,.i QUALI-ZER N0.2 - PLAN AND DETAILS cn'Eit _lrr SAN BERNARDINO. CA 92408 RECOMMENDED BYE (714) 889-0491 S;- ROAD COtY1 SSlO� k_ASs ,, fL66t ^.M:nuL Ei _N,f R.C.E. 10627 A IPR0 �'EJ BY : DAT E SCALE FILE N0 . URWG . NO , // �ATE< �3SL�-FILE NO. 82-07 "' � ¢ �E� . 1983 AS SHOWN 1 -406- 14 7 OF 9 9 L Q SHT 17 OF 30 i Symr,�efrice/ About c� Instal/ 2n (d Std 5feel Pipe Rai ling fo Match Exis- inq. Point Aff-er Insfalla*ton Wifl, ' �/u/�inum Psir7f -,dr, Ce/endin9 C01-7c. C0/6117-71-7 wo// of base Remove Salva e I I I 2~ q ExisRemove Exisf Walls ting Side .date, and Pedesfa/ Pe de s fa/ Lift and d 4 Appurtenances j j3 Spiral rod //¢ ,oi�c�j j SEL'T/DA/ TH2U P�'DESTAL I j Remove Existing Endwall, Sidewalls j A/0 SCALE and Catwalk Column. Cover I Ex sed I Po _ Rernaininq Reinforcing Steel wifh . I I I Epoxy Mortar .. I I Well Section Beyond Limits of Removal, to Show Pcjttem jI of Reinforcinq Steel I j/2 I Reinforcing is -*'5 ears @ l5" O.C. Existinq Both i W&Vs with Addi Fiona/ 5 Xk 31 I Bars 4round Openinq and of lop( ( I O enin Edge. P 9 I � � I I � Toch zor,-e wid�h shv//bc Epoxy mortar,I I typ• o// exposeal 10t-CL-A.5- - I 1 .� Trench d�f/�s 9�fer fhor� 5 7A///�ov'C ooeWa7 S�ior�rJ�C de Endwa// see Ti�`i�ch II �b� . . . t,>!fcri/ ori Gr-anular ,6e'do'.-�9�rorn Sheef /9 s%✓le&french s/oe' mo+rio% J• = I ��� 90/ C'o�npoc>1•a.7 rawil 8'2x- • N SEC TIOAI B -8 . Sewn- ae of'/rnProvernen,1 IN474Cr /7n 4i I SACT/ON A -A $¢'f 16.. p �' P%,ae �.�ry jL�L7ofor�rl/-C�r�dis�rirG� ,oVa,1"vc ,Yle,f D ri0/Shaped fo,4eCa/n0 dv/ 31611= /'-0" a4° TYPICAL P/pE 3CDDI/VG NCr�e ' Con.5frucf Drop M.H `ock,��Ggl seEdroP A7H mai/ F o AOR WIJTER 0 51EWL- (Vote F-OE SfREEfImpRCVEMENt5 on Sheet/-q �• A1,0 Scale _ OVEe Bbl.8 xa ECL7> Exist Foe S+eEE+ E.QUALIZEE See /4'x71 t g Sh+. 24 4 25Q,op�x. exist�ur>Qce R.C.B. 1rnPe0VEMEN - tS OVE ' of 'llermos04ve M1. 8x& eC B EQUALI7-E2 See /n fd SKt- 24 25 Epox-y morfor• Adjus+ R►`.. 8 b6' p S �� ,Z �Owo�j ln7 roVerntr� � to 4•i n i shed r.B., I �9�Semb/y. for L�fai/ RL-move Exisfinq End Sur�a�ce / h/a// and Sidewa//s as See 5//ecf /9KiSl lnsfe// 2" QI Sfd. Sfee/ Pi Exisf �t.1N. / 8"�a{ci-/enc i Shown. Cover Ex�posed P@ Make Connection at I Remainin Reintorcin Hand Roi/inq fo Match Ex/5-A/nq_ I Firs i- Joint Above Vry- Exisf SU/-"eoce Paint After /nsialle4loo with j Man ho/e. Ilse concrcfe �. , � f,/C�-nos q QVC. Stee/ Wi fh Epo x y q A/uminurn Point co/%r, delail on SH. /D. F Mor tar os show,/. I Remove Salvage Existing Cafwa/k grid Railing I 2n3/0"YC.P. Sani / A --- •--• A I I Sewer locosofp,,VY 36 '01.6* Sh- + `'o ii' ii• Cz' / Db �• cMG�fCi'/wropeol W0+/-/-"7C fo R C �/ear cu/ve�f conClr�c�ion- � Gor�froclt�r 7/o ca�f�� arnou��o�' cover of e//inerns/orZ5c/a/• PROF/LE OF SAN/TARY SEWER /�4//Pifc in 22'Long, Remove &17o' �v�sfe exist e�,oirae. Epoxy mortar vert. l 4 ' de7i:;11:1 onrsy e sir» `a// 8"C. A- L. 011 /,4 J !I I Slee/ Wfler/ir7e- Solid DETAIL Or B& WATERLINE RELOCAT/ 'A ,c% sco% - tSrino' Fn-ds of Remainin��qq d Catkv After Cutting ona' paint wl-i -- ,Z� t A/Urr�inU,t� Poi.�f E'. © � -� REVISIONS COUNTY OF SAN 9ERNA.3DINO PLAN OFEX15T/NG BA5/NOUTLET MARK DATE DESCRIPTION BY DEPARTMENT OF 1 t T- ,2184 SCOPE of WORK TRANSPORTATION / FLOOD CONTROL ALTA LOMA SYSTEM ALTA LOMA BASIN No. 2 ASSOCIATED ENGINEERS , 165 W. HOSPITALITY LANE SUBMITTED BY = UTILITY RELOC. DETAILS SUITE 1s EQUALIZER No. 2 - SAN BERNARDINO, CA 9240$ CMIEF ``I`" FQNC19 ----PA- MODIFICATIONS TO BASIN OUTLET (7.1 4) 889-0491 RECOMMENDED BY t � � AD COfftIS__oN�Ri FIOCy' CQM RbL-_ NC N- ii R.C.E. to62� "' - DATE SCALE FILE NO. DRWG. NO . APPROVED BY ATE �l3` FILE NO. 82-072 6 ¢ DEC. 1983 AS SHOWN 1-406- 14 $ OF 9 entiall A043 067E SHT 18 OF 30 i� ' �� FOR PIPS BEDDING: GENERAL M4: ` 1. ALL JOINTS SAA LL )!E VERTICAL BUTT JOINTS: LAP 01t FEATHERED • '��. J % �� ,� . ,, i ;���•` '.;�''`•"' - , •� I 1. UNCLASSIFIED BEDDING MATERIAL SHALL 8E !.S FOLL(7i1S JOINTS IRE NOT ACCEPTABLE. M .✓(��� � � .�� �/� 'E'er � �i> O A. NATIVE SOIL MAY BE USED FOR RIGID PIPE INSTALLATIdNB OQ IN SPECIAL peOVISIONS UNLESS OTHERWISE SHOWN ON THE PLAN 2. UNLESS OTtIERWISE INSTRUCTED BY ENGINEER, TRENCH PATCH SHALL �a ��/% � �� u 111E STRAIGHT GRADE ACROSS WIDTH, AND SHALL NOT BE CROWNED AT rs ` r• FOR FLEXIBLE PIPE > �� \/`4 �'� , j� ` B, GRANULAR MATERIAL SHALL BE USED CENTER. w INSTALLATIONS (SEE NOTE 2) 1. TRh?R 'i�0 PLACEMEN T Ol!' A.C. . PAVEMENT EDGE SHALL BE CUT TO A \� 1K , . `%/ / ► �` ��\ . • CLEF N VERTICAL AND STRAIGHT EDGE. Grp %v = /\ ` •- _ UNCLASSIFIED BEDDING MATERIAL SHALL BE FREE OF ' s /��� \ ;' �!�\�� ��� 1 s" s AND BROKEN CONCRETE OR ASPHALT. CARE SHALL BE ROCKS, �. TRE ENTIRE TRAVELED LANE, 12' MIN. , SHALL BE OVERLAYED WITH i .'. Q� Q�O \ /\i Y/=, /\\*�f/r` .� TAKEN TO PROTECT THE PIPES FROM DAMAGE OR DEFLECTION ,10 MIA. A.C. USING A SELF PROPELLED PAVING MACHINE FOR ALL �� ;,} "� �/ � ��r�\�j [�l.il 'ri/ DURING PLACEMENT AND COMPACTION OF BEDDING• GREATER TRENCHES 500' IN LENGTH OR LONGER. MIN. v � � X< a• � COMPACTION, WHEN REQUIRED TO LIMIT THE OF gyP.) A>� FLEXIBLE PIPES, SHALL BE SHOWN ON 'THE PLAN• fT10NAt T1t[irCM !N _ son w SEE TAStf "LOW CASE $ MVEMMT CASE 31 2 GRANULAR O ER CRUSHEDLAGGREGATE ORNNA IVE SOIL DISINTEGRATED AGSAND T14IC.KU Ess �T) CASE )Z GRA EQUIVALENT OF NOT LESS THAN 40• !►fw t•t',.10 Illir+ CAs� » LOAD WATER IS ENCdtJNTEREO THE CONTRACTOR TRENCH �� FACTOR 3, WHERE GROUND 12-w,�w � _ r AT THE DIRECTION OF THE ENGINEER, EXCAVATE TO A DEPT[{ SHALL, .. l I• Ir 40-16 s ' z I.S OF 6 INCHES BELOW THE PROPOSED PIPE AND PLACE A BE OF " K OR CRUSHED SLA 95+• •f• • . e e - . •_ \� �\ ' 1• \ O - 1.9 3/4 INCH CRUSHED ROC min /� ;`. / / \ BEDDING AREA. O D Q ' \ .' . WALLS SHALL BE VERTICAL WITHIN THE p' !.T 4• JNSS IMPROVED BEDDING, AS APPROVED BY THE ENGINEER R.G. • RF_LA•TlV E wy R.C. D �O Q O e SG 5','• 6�� y� �f + MIN`\'':� Cr•1" 3.! IS USED. Min. 0 \%�+' �/��1�.`�`� �~ a _ !.S LOAD FACTOR MAY BE INCREASED FOR CASE V BY USE OF' ' D ` \y D a D b�► \ \��\ �\� /,, • • 5• INFORC ING STEEL. THE LOAD FACTOR IS 3.2 FOR AREA OF , 4.6 SELCCT[D EXGAVATR / • •.' / ,� r'``: "\ '��. ��• ':, y' Y — !.i :—•. •. t:. .. <•` r ,• �/\`,/ y• IN WHICH P IS THE RATIO OF THE AREA OF STEEL TO • • • • • ••' MATERIAL. /� . . , • �9fi R.C. .. �'G :�(��\�%i:�`,�:``.j ��`���\��� FOR P=1.Ot, OF THE PIPE. n+tn. . • +• • `� /".• �� .�;fY RIGID PIPE THE AREA OF CONCRETE ABOVE THE CROWN 1 i • ' ': • ' � � - � i�` >`��/ver,?.c<�/ DESIGN DATA BEDD 1NO AND SHAPING SUPPORT v4pt ON #SEE NOTE •. 1 I• roe SMORM DRAINS ANO LATERALS s USE CONCRETE BLOCKS lift) GSE S BEDDIMq PE2 PIQE Be:00%m9 �FTP►IL CASE CASE 7Z TN IS S14F--T. (FOR EXISTIHt'i �. Fog 6EwF-e ANo WAjwR Laves , SEE bePQnt'll DETAIL- ON SHT. 18 w Pt PE COVER MAX MIN -s= D ` t ' [j ( (} /'�Q VC Pr o s PCC afoot" , TQ�I�1Ct 1 REPAIR^ FVt 1 iri UNvcpDER > !' •" ` Q `RANULAR MATLRtAt _ UT( LIT`f QEL C_&_ll0 J 12•• — /S"� OVER 10„ `„ ® UNCLASSIf1E0 eE0OfN6 MA _-^•T�„�.- 110 Scale OTHERS >!' ti. UTILITY sACKFttt STEEL CASING — SIZE PIPs SIZE PER PLAN ALL c •' /2" `.• PER PLAN ma NATIVE SOIL I ALHAMBRA FaUNORV LAMPROLI= FRA1�T OVER N2 A-1240 OR APPROVED EQUAL • 2'-I0"NEIN. SQUARE PIPE BEDDING A C PAVENIE -PER CITY REOUIREWNPs D ETA I L CONC. SUPPORT COLLAR BELOW PAVEMENT All,: •. . . a STAINESS STEEL BANDS REDWOOD SKIDS F Z_- - " 1 4" ; (No 5ca/e) • e ( 3/4 WIDE ) ,� ( SEE PROFILE VIEW) ►a y l� L c 4 I + u ► s 4c 0 ­Al4350 12' •—+- • , CLEAN-RUT PER �, 'I I _ PAVEMENT OR "• ca ° R = c GROUND SURFACE CONC 6" 24"ID1A. �" DETAIL THIS SHEET I .�� —f P-Sr_ .• �'i' N • � � ' .• •�• � W •� ,_".",._-.,,- �� RETE ,. SLOPE SHELVES DOWN ('RECAST • •[` I :4 TOWARDS FLOW ••Ii;. •: I•.; • •r SECTION CONCRETE ► ' Ii.�' li ..• - ` x �QTA. CA51 TRW MANHOLE ': �_ FINGER HOLE IN CENTER. '� • STEEL BANDS • ,� . . , • •. OX MARKED - - __ _ _ _ PIPE TY �' •• .` VALVE 8 - -_----------- SIZE PER PLAN " "WATER" PER BROOKS CLEAN-DCIT DET�ifL •.' :' PROP MANHOLE 2 ANGLE VALVE _. ` H21-RT SERIES OR No SCALE SOLID WELD ALL SPECIAL TEE. ( OHIO -T"r- 102 OR APPROVED EQUAL. SrEEL JOINTS ( TYPICAL) p 4 (FABRICATE 3' . . o AS REQUIRED) +' "^ APPROVED EQUAL ) .'�- 4. �' 4. -N . .•: -'.'\ ..•• _� •��• 4 TO 6" OF GROUT w '► SAME SIZE 'M or, i" .: SO" DIA. %.. • 6,r • ,.. •' ! " " 4M1I1. I� ' ' 'c< BRICK 8 MORTAR 12 LONG X 4 WIDE REDWOOD SKIDS. o • : ' • F� BOTH ENDS THICKNESS AS REQUIRED TO MAINTAIN DESIGN FLOW LINE( IF ANY ) . D ago ; '. POLYPROPYLENE PLASM =TSPS I I AFA ' PLACE SKIDS AT 20' O.C. ( MAX.) ,0„ ,�. •'► M.A. INDUSTRIES TYPE PS2•PF OU LET A� STEEL CASING - SIZE '7a - > �L�'1. ' ,.i•.' ' OR APPROVED EQUAL- A'� _ AF • PROVIDE 15" SPACING. �•� PER PLAN. co : •r 9 • •' ::•• qy �. : � • 2" GALVANIZED NIPPLE 2" BRASS GATE VALVE ( LENGTH VARIES ) PROFILE VIE W OHi 0 w 2500 OR EQUAL) �0 0.20, IMiN. DROP 2500 PSI. + CONCRETE i h 4 A ENCASEMENTSEC'fiONAL PLAN UTIL[T Y CASING DETAIL . ; . 9 2" GALVANIZED a . •• COUPLING (Alb Scg/e) ♦:v..r/ri_'.:� it afii�- �t�.riiir_+.+c%>--, ,- ' 2500 PSI. WELD ON 6"­0 DIA. CONCRETE SASE SUhIPED HEAD c r , 4 DROP MANHOLE � 2"- 900 THREADED ELBOW �t:�c -7'23��� DETAIL ' i 0 A.D. 84-2 No Scale ) 2" CLOSE NIPPLE ( GALVANIZED ) R E V I S 10 N S COUNTY OF SAN BERNARD 1 NU MARK DATE DESCRIPTION BY DEPARTMENT OF TRANSMISSION MAIN 12/84 SCOPTRANSPORTATION / FLOOD CONTROL SCOPE OF woR►G ) �. ALTA LOMA SYSTEM 2" BLOWOFF ASSEMBLY ALTA LOMA STORM DRAIN DE TAI L ASSOCIATED ENGINEERS 165 W. HOSPITALITY LANE SUBMITTED BY = STANDARD DETAILS (�t/o Sca/c) SUITE 15 .} ' _ �;,•A y-,l`Fk ' SAN BERNARD I N0. CA 92408 e_w. IC.w (714) 889-0491 RECOMMENDED BY A ST. CQnt1 S w / P_O(C�L [KC =h QAT R.C.E. 10627 APPROVED BY = DATE SCALE FILE NO. DRWG. NO . �AT E �' �� FILE NO. 82-07 � '`l - /�¢QATr DEC. 1983 AS SHOWN 1 - 406 - 14 9 OF 9 SHT 19 OF 30 _ INSTALL plain 10'-00 fleephOfr• -00 �'•0" Masilheal specif13 tilocti Sh rt a Truss Panel' min to 9 } To* typal Pat (! Truss anti int t" yp;caI let WSK oil ruse Panel Int•rfthellt/ Pos+ Efll n t o TM for! (� elfin one II•1 � 2`Z t 9,-1 � 1 7--110 t d. with Assn tleo0 cap screws 3'Sid Ripe aoP WELD F f/Igf!fe nos+f6yJ1 WELD one nns - - - Thr cap 7p spino stl feas.oe o- 2W■ -O» ail 91000 wtM' ll' r " _ M/. Ir. cop. o so metalled of ■ i THREAD 3"0 pipit J ------------ -- ------. - - _ with 11 ga wire ft" M 24 z to with pili.top OMT. cep p fits* pfMt p .0 j tail Roil for a"std pipe cop ---- ---- WELD y} hot mors, '"� +��is•Trots Trusss Pof1 • - - - Fatten pipe I,y. CUT aloin 1 I std ear ro post - ,. I%"tai gNr rail f Clear ap•nrno Trust Panel • -saw .: air t4••o c :�, tt Posts a sod tpshr t- 1 3 I os shown 0 1Ir Mon.O.C. _ '�• II go wire: .� = 3"■ +,b�Ito t0hr cop pip* for Qate jI`M 1 t Min. TTT { W• Tensba Rod with 4 \ nes el't,ec-' • pope 0 - I CHAIN �Q�K CONNECTIOIQ T ton ft« *dfin91 (•lightener note s r » ■ h Mtn. fltnngs (Sae not.13) � �� 2 Mesh, 72 •ter z— � ,�2" Mesh, s evvww 'm chain itnr .fabric Ji }� Not to scale fOsfM pct 72'Chain f i.. �,atch fo poll Ilnk fabric I,. Nott 'r 12" long, k ht weight _ Top of Cnann•I Noll :� N •t p For Ctrl+ers typic wlef0l fns•► �' 1L l _ iii Rein Trust Wire ftn6o turn Post n► hn• pest to eancrtft V both directions �—'-- r , N I/ V-0'for 12'2&e st Std pow pipe c"p 6'-l)" for 14' t t6' gore ,BOLT Reflectors to p-pe �arcu•ed "urn t/4 gaily _ �» Or &�Ifl" wage light wepM 44 tom" yi *d y wlOtol whs•rt round head ravel Ig ,� A A� Far lith t a roVne /. ' ��G'� + iNOTE Before wea�nq fa+te�D•De B os shown `lj - yI fps Or httmgs grind to 6t(Ys�max gap) 2"0 pipe Tie tabrte ft tip and —'- pipe -r _ TYPICAL FENCE ELEVATION Oat?" o ties "'" -life-0 i htenern Rod 1 y,j 2`0 rue j_/_____ ----- 3 0 o•p■ a Cameros, a" am" � Ttq"/tn« 3W"0 we b 7I ikftec+e•s j---- emsnng rml be Close 82000 ^ II s; 6 (W60R1 _A TYPICAL WALK GATE --- -z 3'h'0 oipe �CUT pipe on t1nAf! t Rwt fa CNW Opt tier'" 12'-0" h tf;'-or t rtat Rett • GENERAL NOTES 1l' )�' '4. "" I � �:� _ - (• W-0'• Nati Truss Panel WoTension Rod S T htene► Truss Panel L � Ch�,L�, fae+ce mottrtoU ons fittings sheff I I i I - M!f•' ,late Post 0 1 Tension Dor dortform to the lot*at edition 2f ' Standard SpecificO,lens - Twit tlsM I 1.-1-3'0 proe I I Meodwell Fence Potts Mher• M1e!1�NaM� 1".9 "f"std r 1�"std pts pipe slrlioner sire'.sA-Mtn fpr public works Construction section 206-6 f! 7 b ( I I '� s 10'-0" install 2T/z" t 7 4 std, p p• win I l and 304-3 unless otherwise noted. I I I ; , I 3 s 7-q srd Voir pipe ' p Length 7-10" I ev =, The fabric shall be of the 9090 $et forth m the I ; with got• cop Lint Posts with galy. eye type cop I -•-I Clossconcre+e hrprot) I Special Provisions. r.r (. rapt /Or top roil and 12 Ion p light ,eaiQ1►t metol inserts. Q 2 Mesh,72�� _ 3, 13'e� stow pipe shall M ot�"inirnvm weight o/ 2.27 IDI. I I 1 I_�•'�� 'nd O01r VIVO rets �_' I _ per ton fl , pefore gatvon'z nq - : s p win rtes of N oc nota link fabric �,. • L 2" $ft pipe shall have a rMntrnVfn waipht of 2.7Z IDs. j sntA 11 �:� � l I;.r 1l12pl� s • /�- 2" MOM,72" TOntlew ,fair Choin 01Lock(tl'pl _� l Per lin. ft., before galvanizing. NO Q / chem Itht f*Drht s/,e•s sly'MirL n i n r I h ! _ 292" std. pipe shall now o mtntmum weight of 3.65 bs. y.yi min. troth /z' per lin. ft."far• galvanizing. 1 r` 12 pa■ I"Thin.A 18"tfas. O.C. _ — ----- _ - __ .- . ,�,� S. std pipe shall hove o minimum weight of S.T9 lbs. KEY 81 NOTCH GATE PIPE GATE .9// Cinls we/o'eiI Sha _ - •r -Plus el' Rod 3 . ^v ivl: �r lin. ft.,Derore golvoni:inQ. J P l'8"Io light � 2'ate Ir � • for 9 CONNECTION TO COL 4(A/0 fie/d Ave/ds). � 'r, ;°�io►pa w91f.T si of 282 �: Teo e+ naeewoll weight fee _�^; got frofns T s fabric Call: �r;;e, p m T. 4" aid pipe shall hove a rntntmurn weight of 9.11 lbs CONN - O � —�` WRIZONTAL OPENING .41/P/PeaFnd fief/�9s fo be yo/rsni,3ed. __ �� g Not Ir scour L Inserts f 3 N N fore golvonizinp. ` to lop i lit'11 of No' I,stole 6oTc h/� C f0 bQ /iced on Chrsnne/ side —tromt wtfh,11 wire tiesIre : ' 8. L,Qhf weight 1110,01 inserts sh011 be ip *f th*t01 tubes when opP/ic8b/e.P » • �«Iot�qh+ w.roht metol wear, Flet, Provide Heys to hold gates open. K`e «O are b sgr gted in rhos 0.0. of Pip* used. Post* � ore to Da grouted into inserts using neat grout of erxfe ?1b OPCn. im,.0ee fior» a3></•GCf when For ehd,caner 8 "1 part of cement and 2 parts. of wafer. �Pf?//yob/e TYPICAL HEADWALL FENCE ELEVATION TYPICAL DOUBLE DRIVE GATE Inrern,od'ole posts IL All gat* hinges shall be heavy dull' malleable iron, In ground or steel, industrial Nrvlte type 270 degree twtnol Rail (! non-rentovaole,of approved quo ItIY and design tl'pcol Rai T prat Rall S Truss l Ral End Pest 10. Secure golvontzed Cap to post with Vi galvanized round T cot f11a! ! T head tivOt. Truss Ponol Ip.p' n,ae Spa�,rp 3'■7.IO"$1d p1r pipe !I. The fobrlc shall be placed on the outward facing PIPE GATE DETAIL a fsilytf • Truss with o,r cep Truss Panel Line Post Mfern+edrOto Pott Tension Bar 0 ■ f/.Min side of the Oasts, streched tout, and s*cur0 y i"rir* efOte Post 7p. sp . it".T*n•fgl wire with 2yz"■7-4 std 3' ■ 7=10"std.qoh pipe with �e fastened I e Ilp.ntk' lies at 24 O.c.t f'MP Sol# cop Length 9.7" when Mtedwelt Fence fsosl 3''s 7-10 std,gOly_pipe with Vloe with poli cop 12. Clearance between righf-ot-wog old fence fobrlc �/VO J�GB�CJ 9911T.cop set - earth shall be 9" unless otherwise shown On plans. T Tin Ser a -Min Fin deer epemngs 13. Adjustable tighteners shall be turnbuckle Or OOuivolOnf, greater than 6 with r felt IMesrd 9e1r pipe rail Z c I c"o•n link fabric Whehavin a 6••min. t and . its 14, Whtn Corner post and bot* pest are adjoctn► to Doth hY Tension Rad"te,�r 460 to ti other o double 1*neion rod forming on X shoo be . r . w!t" �jultoule t 011131 adjultablO,ati hit fish .y `0 ule Inti+ -Ntoewett wed. 2"Mesh 72" g • ' s,I.+) Chan link fab•tt f fillings (See s,r• • f�fttnpt (Ste note l3) Qin I \�0`cs•t � • top of Channel watt 001981-bet I,gM 3 \ �o More 12 cath is Top of Cho wolf - :,, me _ fol inair where Pant, IvIn ng a" scopic e+reeds Id•0" 18" long, o9", weight---'i�+ 7p spring all Toms-on w•rt !■ w� Install 2yz"■ 7 4 std plv PIP* Lint Polls metal inserts '� with I'Igo wort ties at 24" oc ^J with galy caps and 12 long,light we•ghl 1`1110111 u Inserts at •puol nfefvoIS of 10 0• or loss TYPICAL FENCE ELEVATION TYPICAL FENCE ELEVATION ON SLOPE AT HEADWALL INSTALL DROP STEPS { FEE DETAIL THIS SHEET r 6' CHAIN LINK FENCE DETAIL a (Uo Sca/C ) ' eformed ends ' THICKEN CHANNEL LINING AT STEP LOCATIONS (911x31-011) 1411 b I Inside face of I structure wall LINED CHANNEL WALL STEPS TRAPEZOIDAL CHANNEL 911 PLAN VIEW 3/4"Dia. steel bar Deformed end (V a 1 N /r FRONT ELEVATION ,'SECTION A -A `�'' ;A 7-L3 G ll' STANDARD DROP STEP t'lo scale 0 A.D. 84-Z udTF_, R E V I S 10 N S COUNTY OF SAN BERNARD I NO si-eps shall be cornple -ely galvarllzed DEPARTMENT OF � a{ 1- �Cxbt- ca-1"'►oC1 i0 r_0 In, forC-nance Wt-FI-� MARK DATE DESCRIPTION BY �C1+,on 115-t-105 of tIhe s+a►- inrd Iz184 5C0PE _oF wolz%-I TRANSPORTATION / FLOOD CONTROL ALTA LOMA SYSTEM ALTA LOMA STORM DRAIN ASSOCIATED ENGINEERS 165 W. HOSPITALITY LANE SUBMITTED BY = ( � J STANDARD DETAILS SUITE 15 SAN BERNARDINO. CA 92408 chirr o€sicr tfcl .,rR ,ap�fL " (714) 889 0491 RECOMMENDED BYt . "ut ST. ROAD cA. Pi c; acre .. el', w rn ASE _ DATE SCALE FILE NO . DRWG. NO. C.E. 10627 APPROVE0 BY , "DEC. 1983 AS SHOWN 1- 405 -17 II OF 11 F LE N0. 82-07 �C' 1>rwy • 9SHT 20 OF 30 T.C. ELEV. tp' MAX S IR'EAKEN£O PLANE JT.(TYP) CURB B GUTTER CURB LnIE FINtSHED GRADE OF STREET 'R 6 1/"'a s-w 4'MtN 1 i 1 I s A FLUSH WITH BACK OF CURB :� TW ALTERNATE NO. 1 ` -— —— — 1 ; ALTERNATE NB.2 ,• • - �I 11 N SLOPE N "'L� PAVEMENT «1MtN0"APPR011CN I mod broom STRAIGHT APPROACH I► • 4O A p A I i o I• • ► 36- I 12 X 12 BLOCKOUT .6 ��R d , -z 1 Co Ea L NOP i I WITH I/4 FELT OR Ct/M t GUTTER - - .j5= _ BENDER BOARD CY ad. 2`~ ~ �A+COLO ►LAII[ �X_3. W = 12' MIN X!' W[AKE11f0 PLAVII 2 ' * •R coo :r.. r.a "•' �r. OR COLD JT. le o' "LIP 8'/oR►ox %max I s �'.. - ;,--a R. STANDARD 8CURB FACE J/2"R 4 C 25~ I X ~ x (TY ) "Shlnnei �1/A~PER FT. �S. 6" min „ c . .:o.... � Y•P . 4 � \N• .,.* - 8, 24" GUTTER , CURB A GUTTER SECTION "A-A"- SECTION "B-B" A MONOLITHIC - As 6 � ELEVATION ' 12f 7 ---- CURB S" 14 8" • ' .. a NOTES: 1. To be used whenever the flow line gradient is less than .602. r.a SURFACING 0 0 ' 2. Weakened plane joints shall be constructed not more than 10 feet apart. SIDEWALK ,CURB GUTTER WEAKENED PLANE JOINTS ARE TO BE"IN LINEN SPACED, AT 10' MAX Place 3/4" dowel pins at all expansion joints alien flow line grade is less -TOP OF*X*TO BE 3'MIN FROM P-L AND/OR B.C.R. UNLESS VARIATION APPROVED BY CITY ENGINEER. . BASE- than 0.40,. Minimum of 4 DRIVE APPROACH 1 � �.P JO .O- IRN KiND� BASE 4 4e CURB 9 GUTTER SECTION A—A EDGE OF PAVEMENT CURB WITH A'rSETOM AILS ORA�B CUT OFF WALL M A l L ES D X PL ACEM FAIT DETAIL AND A.S.T.N. A123. I�-� .2-3%"TELLOw 2r/u*• �S/q" - REFLECTORS SlyE 0 �- OETA1l. 'A" • STEEL ;oil SEE P. --2111=-.t I1� • MARKER DETAIL W POST SECTION END CUTOFF %LG E T 1 ( n- 8" DIKE srn „a 1-� sir- ya•• � REDrI►00� j A A 21�• v NEADER OR A.C. CURB t BUTTER ttIER M TYPE"K' MARKER SECTION A-A tMJ►RRER 4 21" LENOTH FOR TYP. NOTE' TYPE K MARKER TYPE 4 1 � Paint binder shall be placed on existing asphalt concrete paveneent STEEL MARKER POST �r�prior to the installation of the dike. IlcTYPE'G' MARKERS . -T %D s 40xp 1� 0 1b SEN 3 1-3% YELLOW OR NO REFLECTORS 2t" 0 4 1 ASPHALT CONCRETE o y M REFLECTIVE 0 tYi- 1 ►AYEMENT MATCH Ltlrt S1IEETINO COVERINQ. 0 O 0 `• 1 12-WWTE STRWf DIKE (W_� NO.,) I 5,1 TAPER MAlllros STEEL MAW" 'QST GENERAL NOTES 2• 1. Typ. transition shown for industrial, local and collector streets. Secondary 2• and larger streets may require painted arrows, advance warning signs, and/or `' 11 longer taper ratios. TYPE "N" MARKER 2. If 0 - Less than 3' use one type "L" marker on left side of obstruction. TYPE "L" MARKER If 0 • 3' to 6' use W81 sign on left side of obstruction. GENERAL NOTES If 0 • 6' to 12' use one W81 and two type "L" markers as shown. If D • 12' or more use one W81 sign and four type "L" markers as shown. 1. All marker and post details shall OI ft,, tv the State of California Department of Transportation Standard Plans. 3. A type "N" mark may be substituted for the W81 sign or "L" markers as directed r I by the Traffic Eng'r. �} 4. WHITE STRIPE AND RAISED MARKERS TO BE INSTALLED ONLY PER APPROVED PLAN AT THE DIRECTION OF THE CITY TRAFFIC ENGINEER. STEEL GUIDE MARKER 5. Stripe length shall be as directed by Traffic Engineer. 6. All "L" markers shall be Engineer Grade Reflective Dots. A.O. ES4—Z Q SCOPE OF wocz� 42j84 DESCRIPTION OF REVISION DATE APPR . PAVEMENT TRANSITION CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN IMPROVEMENTS STANDARD DETAILS APPROVED BY DATE z�.�-AV CITY ENGINEER R . C.E. NO. 23889 DESIGN AS 6C I AT ED ENGINEERS R,ECCOMM NDED 165 W. HOSPITALITY LANE -�-, SUITE 15 -" DRAWN SAN BERNARDINO. CA. 92408 sril � , 4 (71 4) 889-0491 OF CHECKED � �.�I�iLS R•C.E. 10627 DRWG . NO . Ac6a/f DATE 2_3�/_�FILE N0. 82-07 Sod Q SHT 26 OF 30 F w•t7o_ s r.' ► lids Opertinp I &de�pentmg �.---K---�+ f 12''I i �. Bolin 1 i ' in D I + �l DIAMETER CLEAR • • 1 .' ' + + + I Top Of Curb- MPENING FRAME AND ♦ 1 r -•- - - - ----- i !" !" COVER. ALHAMB A FDV. ---r --------- -- - NO. ! REBA R g"C.C. •' I . /T 1 ' �- ------- -----AND AS SHOWN _- _A I lL_ - _ A- 1SS0 OR APPROVED ► • . . �• . t- EQUAL. 1 •.• � ; •. .,i. � qtr.Gr-- _ g Fbrst_B 1 AROUND FRAME - � I_ 1 .. Point A -All Curb Faces E f 1---- _ - + 2 1 yet' -StroiQM finds See Note -xlidge Lila Point W Variable T11- I FACE PLATE AND ANCHORS - ALHAMBRA FOUNDRY A->hf1 Stroi M Croda See Note 'F� ' -i 1 111" T; I OR APPROVED EQUAL _� -L_ 1 t 1 r END I ADJUSTING NUTS To BE TIGHTENED AND SECURED IN PLACE A Sao Ilet e s CASE L T 1� I WHEN STEEL KATE ANGLE IS NY PROtsER POSITION. D ♦ It I 1�y 1 L CLEARANCE(typ) I It"I ECTION BAR Variable ----I t ID 1 �r t SUPPORT BOLT. ALHAMBRA F� t'----L---- r;--K---f ' 1 T.C. AND F.L. ELEVATIONS -1tit ' Z -T - 1 011 APPROVED QWLF j (2'� Side D 1 My TO BE GIVEN ON PLANS •• fE� — -t i A ► rKthI -- - + 1 1 -- -' 4j use_ _ _ _ 'T + J Q1 --- - HCURQ .�I�--+ i►--— ++ -- --X11 -+-rr , *. '• ) +� �� e - �l Str.Gr o Ptnnt �]1 tt A IVII--� E ��a � Poiret M G I• '-- 4 I Ridge Lbfte Sae Not �f� + • _ Str. Gr. SECTION D-D / GUTTER :e • ` + ' : Sol Nofe'B' S.A�" D ee Note's' 100, LOCM DEPRESSION PER DETAIL • '� t� V I ►-- CONTRACT ITEM •. : � � .� ' 16 TOP VIEW �' :► . K"= ' ��►�> I ELEVATION _FIC ' lr.!►C�.,A • i Arxn L- + C. • BA ! DE 5>r N Ss•.6�- + 4� SEE DETAIL "1" BAR �'' � ..�•1 :,•i�:.• SEE LOCAL DOWItt --- - - i -� S DEPWSSltkt(W _.._ I. T. j DETAIL x , `1 {- ;..: ,:• ►'',•.': see w!� �' /�vi►t/1fi, �riil�! '. Ser ww�I- •••• A '• DOWEL DETAIL A E D ' I •: FRONT OF BOX TO sE USED WHEN TOP IS L own plate ohm be e"d ifi d t-M ad(rxwtt asxrb ave .welt ald. a1 WI LINE UP POURED SEPARATE ONE AT EACH Men1m4 NOTES STEP• A�� , _ WtTH IiOP OF CORRtEI1 !. P4utsetlen bar GAM M t pain sleer. Embed f' M tush ewd Center M FOS/. A •iIrw /A: . CURS dfrweter APPROVED EQUAt+L betts are not used. op 9 when support >L Support bent aro roAuha! M vt+idth N aParMrq etrtlede V- MaxilttIs I Mic" of be+lte Is V. a Elevations of outer Ca►ma►s 4hotvn ON Nmol plan. N no alevations are '- a.Ir : 4. AN exposed ntataf part skull be ffshrenixed. specified, the outer aye of Local Depression shalt conform to finished street surface. .,... B. ltotlee shalt be sat to prods along Nle ratter and 4101+4 this ridge tine (outer edge DETAIL 11 I 11 of actual dapreseed Om)- SM011 at point "IA' and "N" shall be set on a straight grade between tops of and bWders (If on a vertical curve see • , (�llo Scale)) F hss Nt note ). These staaN Not be removed until just before final finishing. ` '• • 1 . ,::�% .► �"ntirt. C• G=4 feet unless Otherwise specified K=S feel untets otherwise specif ied. L sS a ii ii D. H v 4 inches wom otherwise shown an gsnerol plan E. Points A and B shall be set of H inch below existing gutter grade. SECTION A - A F. Special details governing the construction of this Local Depression on trerficol curve shown on general plan. CATCH BASIN .. LOCAL DEPRESSION FOR SIDE (N° Scale . OPENING CATCH BASIN (,t/o Scale) NOTES: I Ir 1. CONNECTOR PIPE shall be horizontally centered on the wall I I ��l<=>I Y r OF STRUCTURE of the catch basin which faces the connector pipe. I I i o CULVERT �I�. , , 4 ABLE OF VALUES FOR T I CONCRETE I TRANSV. i t t f+fX B T II + 1 \+���` �^ 2. CURVATURE of the lip and sidewalk at the opening shall be loaned CRADLE BARS 12" I I ,�-��t�••� � 15" 41/" by curved forms and shall not be made by plastering. I 48 cc+ t�# t}� •�� � ��' "" 41/ AT PIPE 7EACH +0+ jr 21• IMg- 3. DENSIONS: TOP Z +t+* ,, y�: 24" S�/i" W shall be as specified on the plan (41 min. ) I r BOTTOM} +��y" Y 27• s1 " V shall be as specified on the plan. +}+f+- ` _ • STATION #4 BARS 30" D ' unless otherwise specified on the plan. I Brick laid lengthwise ; POIN r+F � AT 4-c c 33. 0/4" t = �� if V is 41 or less .:; and mortared Z ' �4' +' TIE BARS "" s'/ " t - 8 if Vis between 41 and 81 • s y+�t It c c 4 ]r 7" t = 10" if V is 81 or more Thickness of the wall under the opening shall be t 4 2" when '• \ ' M exceeds 710" 1��i Cement grout Inside edge of R.C.P. groove �m�- D I r • capping at end of pipe (min) SECTION or end of pipe ( if broken) ` MAIN LINE STORM DRAIN SEE NOTE a PLAN i 1 4. STEP SPACING tt of r limn F ANY STANDARD IP V is t i '� TIE 18"C-C))'4 PIPE JOINT 3.5' or leas, no steps are required. If V is more than 3.51 and not more than 41 , install one I Cement grout capping TrE BARS-04 AATT Ir- r �'� �' step 12" above the floor. (min If V is more than 41 , install steps 12" apart with the top #4 BARS step 20" to 24" below the top surface of the basin. , �I1/f SPRING 11 1 AT 4"c c I m • LINE q When the basin has a channel use V minus shelf height to (ty r s �, �\ E�� G /3 c4 BARS M I determine stepsac EACH I spacing.• TOP A BOT. 5. IPES shall be trimmed to the final shape and length before �-•�. ••. /,• • . �_ _� .'. U concrete is poured. - A (o. SURFACE of all exposed concrete in basin shall conform in slope, o SECTION Y•Y ruNOISTURBED •' EARTH 7,2,:>, grade, color, finish and scowl to existing p •� ' NOTES: SECTION Z• Z ng ng or proposed curb and walk adjacent to the basin and shall be free from protruding Brick 81 mortar closure wires and nails. Floor of channel shall be given a steel- I. values for A.B,cp.E e,t olwvgfons Rand S shown on timprovamm* PhM 2. Cradle may be omitted on side opposite lateral irdet when connecting with exWtmg *form drain pipe. A.D. 84-2 roweled finish. ELEVATION '• Transverse reinforcement in Pipe shall be cut in center of opening and bent to uniform distance from 7. lop and bottom of P OF BASIN shall slope 2% toward curb except when otherwise shown function structure. © SCOPE of wo/2V_ +,2184 on the plan or to wit existing sidewalk To be poured monolithic PIPE CLOSURE - TYPE 4 Reinforcing steel shall be 1.5" dear from face of"concrete. DESCRIPTION OF REVISION DATE APPR . with S!'i�1 if curb S/W is used. 11 N S. Floor of structure shalt be steel•trowoed to spring line 8. FRAME AND COVER shall be located as shown On sheet 1 unless other- - �"'"- *■ � 1e. PROVIDE A CONCRETE ENCASEMENT ONE FOOTABOVE THE TOP OF THE MAINLINE PIPE TO THE LIMITS OF THE wise Shown on the plan. (Brick and Mortar) CONCRETE CRADLE IF A JOINT IN THE MAIN LINE PIPE FALLS WITHIN THE LIMITS OF THE CRADLE. C I T Y OF RANCHO C U C A MO N G A <�tlo Sca/c) JUNCTION STRUCTUREI�Af� STREET AND STORM DRAIN IMPROVEMENTS K&O Sca/e> STANDARD DETAILS APPROVED BY DATE 2- 7-9,1 CITY 7- CITY ENGINEER R . C. E. NO. 23889 DESIGN RECOMMENDED AS OCIATED ENGINEERS 165 W. HOSPITALITY LANE DRAWN I1 SNEE SAN BERN RDINO. CA. 92408 + (71 4) 889-0491 2 OF 4 CHECKED _ an.vu, /l��►'t ' R.C.E. 10627 DRWG . NO . w � 'DATE 2L3`' 8111LE N0. 82-07 Soo Q SH T 27 OF 30 NOTES —- ;---- Optional�o' e I- TABLE of %!ues for F re on this standard Growing it I 2- CENTER OF MANHOLE SHAFT shall be located over center C►rx of storm drain when diameter D, is 4th or Less. I, L 1d W4"ban � which case place E bars symmetrically around shaft at FIs•with center line. 2 gworrio sLsllben+rb.and+in 3'0''°'+t 3- LENGTH L sha trie►ro t steel hones:ti"stet b' 2 f rut=s seal be i l 6'and a rings 1 I t II Lt 5'-6"unless shown otherwise on Improvement plan. At option of Contractor L may be Manhole frame and cover to be *fill be reintwced.rte roar +� tris ll be eel hoopsl 6'ane u ring A �_ _J ncrcased or location of manhole slatted to meet pipe ends. Alhambra Foundry: A-1495 , sia hoo9s;tied with No.l4A.s.&W t+h Manhole frame and cover to be shall be ranfowth o:1witfear and �- :-- i tied with lle'I�A.S.aMI. a 4- DETAIL M: When depth of manhole from street grade to top of box is less than 2'-10�'for paved streets or Cement mortar or approves equal. lairs E•c 6. Cement mortar ahomDfa Foundry: A—1495 , tIl!< S.C. ! >h re (I s and IPLAeNrnof show") 3'-6'for unpaved streets,construct monolithic shaft as per Detail M. The Contractor shall have the a. I s t Oath under Note 3 L or approved equal. rare a�` s�•----� 0 ban I Omit under.Note 3 Three YZ —28 t o I i ,� an h t I %ry W" Sires --•� Sac. bar E ban ( _ . _ option of ccnsiructing shaft as per Detail M for arty depth of manhole.When diameter a is 48*or — T- r- ns_;e.c rre,t K centrr of shaft shall be located as r Note 2. o T r -,. _ the Stnef Gr+Qe kss. Ix Wriasle.n�f f! '« � rraNe.net 4e T` • ------ -+--- W s �P II In,el kss than tabular exceed t-6 _ _ _ , reds id pipe seat.but shall not be z i0 ruccd I=6' ared-st i rov a inset I .,Paved sire p S-T}( NES$ OF DECK shall vary when necessary o p p P - _ . - _� _ Ad st to required —.v. -�• TLust to reQu •! �+. m_I -ur�ur ed See RirI�Seheight�' N • See Section s1'° height with concrete ( Inside with concrete Oe+r.-2+r 1 _ values for F shown on pl tails. rings. i e: Dia•-?'-0 this Ian. a for�oinf details ► � o � Hbar -se. rings. �Q --� fen jeud therwi • - .s T� eSS Shown I t unl -4 F t---D, , F I— r'��►���'�� 6 " ,i'-rd--� �• 6- REINFORCING STEEL shall be round.deforrned bars.f�"clear from face of concrete Y Y ra r stree3) ,ry I 4 ' PLAN Sites and lengths are show ;o T— 6" 2'CCDiatrt •6' 4 a r0• 6 .- �across M cs �: T `"� e• n in table below. ' `� (-2�-- -r 1—--� -` - ($hart not stimo „ �,.•'. 1, E bars ted 4 �... T- CROSS SECTION cttm. U CROSS 11 stru I sea s the CT10N 3lreet Manhole frae+e and oevw Athombro FounQory A-1495, :, •_�;,�.' Dbrs 8- STEPS shall be •round.gahamed steel and anchored no less than d rxhes m . ' or approves equal _; t I CROSS S Cencre+e r;,f, ad redxer otherr'se shown the spacing shall be 1'-Von centers. The lowest step shall lot not more than 2=e' ' CONCRETE RING i OF �. i See Cone Ri'"anal Rcduccr ,.-' above the imeft.(Alhombro Fdy. A-3320 or equal.) Rif `r t; CONCRETE RING 0etall this sheet F to3 radNs F ed or wiped ~ — "fi P. N~ , W,inxm 2'-101*** pared sheets '.� mortar anti null ' • as fa 36 C I — radncer snarl be eiMrec 9-RINGS.REDUCER,AND PIPE for access skaft shall be seated in cement y point pe 3 6 •• rpavcd •• �'�" �:' inside the shaft. I Z �•rslatd=airan;ttd sheat step pored concrete er Sr Nos 4 ft.Elevations shown :t stations refer to Ale�a d -3320 '' (Amombro Fdy. A-3320 z_. «nfrifutal concrth 10- STATIONS of manholes shown on itttprorernertt plan apply at center of sha NOTES �'•, rand ''� a equal. 1;-r� ..:: .: •....: , .,..r;ti v 4' An or Equal.) 1- 4 ss ?++ 36•R .P. :- ne �� y standard pip joid See Reduur Sectielt t'a joint details. C de h s 11 :' �:•:;:. on ed Wert grade>n ed g _ S 2-JOINTS shall be filled with cement • sfeelssloepsF, s:2'o Eek 11-FLOOR of manhole shall be steel-troweled to sprnging hrx. ..:: DETAIL lel ,�, ' •, . ._, Tre bars 12-80DY of manhde shaft be poured n arse contirtvous operation.txcept$tat the Contractor shall sure the option of -�. .:. Q 3• �dDiaan 3� - _ (See thole 4) construction withabn Itudir>alkeyway 3d0 mortar and neatly pointed or wiped r`s s in linea g T Coils 2 wire rWl m at the Jo*d o bre Pring g - •.� placing f shaft. • r � ' . on inside o Sv r A a TAB F AIANK I '�-� 3' 1v T t:_43_ t- _ around d E _L mortar aro .,. 3 COLLAR of cement . raRforcetr+etd s es dinar i bar Cewcreh Is 3 ndus l Oiarnpzl"��ti S,J G.qm No ProQ� S ie 1 Lrr cover frame shall 1 1 be omitted t n Ceah'�1aP1►�"" shad be eat less than F 36- s " 3`p' 4 rock d oil streets and in paved ••n rca it .gaseffective a DdR.C.P. an !•, s streets. 42- r ;..i 4-CONCRETE RINGS shall be of the1. ' �- eMatien '��; y ` '• applies at this Poi# 7, - • ` . 4 dimensions shown and reinforced as .; -d .�• +� shown hereon. 3`47-3=0"assns r:. galvanized " e' •'•�` ' `�' TABLE OF VALUES FOR F 4" round • _DZ F 4• 5-STEPS shall be 3/shall be laced HALF SECTION ON A-I(-A - Any standard pep ed steel .1 . Top step P SS12'P' seat SE . of ��_� 0 Whole covering cv S,ct seat directly beneath the ma 9 4> >• REDUCER _ '-e• extendin into wall of s a � r-o• with t h l e s extending int 11 concrete !) 9 a seat level.See Nes i � � (far sse wefh Cet�trity: y Spun � Eb _ AR- TF-5 shaft on radial lines. Width of all 5• ' r �7. 6 steps shall be 1 '2" between leg cen- DETAIL C I. -� 7 s 6 r r sown otherwise i 3rr' its 1 q "o.a 9-6' l i I I 7• Ve' 6 Ky-r Io a s' tens. Exceptwhere e s 1 I D Dbars I OF _ Li spacing of steps in shaft shall be VERTICAL SECTION ' I a Q D bars shah be spaced 3"ac. E bars shall be spaced 4"ac Tie bars shall be h!10-3 sauced 18 o.c 1 ' 5" between centers. ALHAMBRA Fdy. 1=7 sea" s� [MANHOLE SHAFT NOTES 1 1 p or claw. N VERTICAL SECTION or 6-CENTRIFUGALLY UNITS may be used DETAIL C sba11 apply when centrifugally spun concrete )(YheR L stealer than 5=6"rs spccrf sed on ueprovemerit plant,confmue D bars at 6 o.c. MANHOLE SHAFT Y pipe and rings are used i n manhole shaft at the option of the contractor, con- When - eQ_ �. Lengths shown in table are for longest bah.Where shorter ban are required,bend or cut forming to spec i f i ea t i ons for Cen t r i- TRANSVERSE RE 1 NFORC t NG STEEL for 36" centrifugally spun -__-T la meet field requirements. fugal Concrete Pipe and to Detail C concrete pipe shall consist of coils of No. 2 rods �- Grade points 13- COVER shall have letter D in center, spaced 4•" a to C or closer. 7-LENGTH of sections of 36" R.C.P. for LOADING TEST is not required for centrifugally spun See Huh 10 SECTION B-9 manhole shaft may be 160". 2'0", 310119 concrete pipe used for manhole shaft. or 4'0" at the option of the contract- LENGTH of pipe sections for manhole shaft may be 1 '2", or. 2'6" or 3' 10 3/4" at the option of the contractor. 8-COVER shall have letter D in center. MANHOLE A DETAIL i (A./o Scale CONCRETE RINGS REDUCER AND PIPE FOR MANHOLE SHAFT DETAIL (A/o Sca/e) l 7-Z3 0 A.D.84-2 Ot SCOPE ot= woc-VL 12164 DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN IMPROVEMENTS STANDARD DETAILS APPROVED BY DATE CITY ENGINEER R •C • ENO . 23889 DESIGN AS OC I ATEO ENGINEERS AS 165 W. HOSPITALITY LANE -. SUITE 15 DRAWN SAN BERNARDINO, CA . 82408 SHEET T 4 (714) 889-0491OF CHECKED . cl � DRWG . NO . L_�M R.C.E. 10627- L 30 %'J 82--07, - --- -DATE �__-1-:� __t:I LE NO •— --- -------- ---- Qi SHT 28 OF 30 B A r NOTES: O+C.F 4 a+CF r —'— — — — — — No. 3 r r r r centered on the wall A ROUNDED I REBAR r c-c AND , , , � , , , , 2 . CONNECTOR PIPE shall be horizontally ee 11 s't4 I medium broom � As -� •••-„ -r-- •••---T_ wo. s RESAR r c•e of the deep portion of the catch basin which faces the I BR AROUND -'- ` _;•' •_j_�- •-•-•:i- r sOTH WAYS connectorpipe . AWLIP FRAME E... ,- . .:` :r:44:.t :#:r. 1 i ..i� s� .�-1 . • _+_i-a- -+-♦ /ExPANS10” e 1 e -�Ti4� _ �::�I-:-}-r-{�-}-�-�- ( e JO1NTct�) 3• CURVATURE of the lip and sidewalls at the opening shall be formed � __W"WIDTH OF DRIVE cuR� _ 1 1 t t by curved forms and shall not be made by plastering. L ..16 ♦♦ swam." JT. DOTTER removal Ilmlte nmolroil~�nnta I Rpt" [��::-—` _--+��`- ' •� ' ; ' r 4. DIMENSIONS: �'_�---" - -•-• �- .-1-.;._t-»Jl' R='" w shall be as specified on the plan (8' min. ) M ,,t,ew '�'-''CHOR `"rb V shall be as specified on the plan. re" ~ I D = 3' unless otherwise specified on the plan. �/" r �-••••� •�...e..Bun. ,,, r ►� re.ea 1TtMc = 7�R 1 FAC41 Te IINMIR. MTN"tK A"** *. t = 6" i f V is 4' or less 2000 AT ' - e„ f t = 8” if V is between 4' and 8' • MIN 4 MIN + LOCAL DEPRESSION ra9T,ff" : 4R t = 10" if V is 8' or more SECTION 'A-A" +L1 1 4" Ft.t— L-A "1Au1Rer" CONTRACT ITEM LOCAL DEPRFR R 0iR (1W)` PLAN VIEW "glttMr►ine" I MQBAROEFOR0.lED SECTION ~B-S~ w !+ y. STEP SPACING r If V is 3.5' or less, no steps are required. If V is more than 3.5' and not more than 41 , install one 2r DIA. CLEAR OPENING DOWEL DETAIL step 12" above the floor. FRAME AND COVER, \ T all USED POUREDSEPARATE. tt p op ALltAMJRA FOUNDRY If Vis more than 4' install 12 apart with the t EQUAL.OR APPROVED ONE AT EACH CO"ER. step 20" to 24" below the top surface of the basin. EouAWhen the basin has a channel use V minus shelf height to " determine step spacing. DOWEL - 6. PIPES shall be trimmed to the final shape and length before COMMERCIAL DRIVE APPROACH , ``' _ FRONT OF concrete is poured . BOXDETAIL " it WIT To ` OF *� I:s� E TOP;F 7. SURFACE of all exposed concrete in basin shall conform in slope, o>< grade, color, finish and scoring to existing or proposed curb - r� and walk adjacent to the basin and shall be free from protruding wires and nails. Floor of channel shall be given a steel- AL�► �� roN•"'I"' R. troweled finish. �;s ►! _ Cd d' —I. " �� r — -- a = 3. TOP OF BASIN shall slope 2% toward curb except when otherwise • ' UM ST��on r mho• the p1 o fit sting sidewalk. To be poured COl'MFTtO �efvNO m6noni��ic with 5/i� i curb �� is used. � 9. FRA:.4E AND COVER shall be located as shown on sheet 1 unless O.sdntln R_.�y�_ SECTION C-C otherwise shown on the plan. SECTION A•A sN WEAKENED PLANE RADO JOINT SOORE 4R P 2.3, IN RADIAL tnim COLO DONT GUTTER CURS NCATCH BASIN NO. 3 i i UTILITY OR D E TA I L OBSTRUCTION NOT FLUSH T09 NOTES' Z. CONCRETE SHALL BE 4" THICK. 3. SCORE LINES AND WEAKENED PLANE JOINTS SHALL BE AS INDICATED ON DRAWING ABOVE. 4. DRIVE APPROACHES MAY BE ALLOWED IN TRANSITION AREA. 5• s-w - 4' MINIMUM; 51 ADJACENT TO WALL; 6' ADJACENT TO CURB. 6. RAD1 w P RAD2 - P + 81M P a t.13' SIDEWALK DETAIL 1 7-734 DESCRIPTION OF REVISION DATE A PPR. CITY OF RANCHO CUCAMONGA STREET b:N7) S-°-ORM DRAIN IMPROVEMENTS STANDARD DETAILS APPROVED BY DATE - CITY ENGINEE R . C . E . NO. 23889 DESIGN ASSOCIATED ENGINEERS RECOMMENDED 165 W. HOSPITALITY LANE 'm 4,1, SUITE 1 5 DRAWN SNE SAN BERNARDINO. CA. 92408 �ET 4 (71 4) 889-0491 OF CHECKED c��� 2•&I- - It C.E. Idios'1 DRAG - NO . j UTA -bAJ �(LR " LE NO 908 SHT. 29 Or 30 cit STANDARD Q �_2 Y f rancho cucarnon�a Vti�F�'� w SPECIAL DRA C19HERMOSA AV. SOUTH 500' USE HAV-CLOENDAV. _ TYPICAL STREET CLOSING WILSON AV. SPECIAL M C-5(R) X X EXHIBIT "A" C-5(L). HERMOSA AV. SOUTH ROAD CLOSED -CLOSED- W/W56 USE ARCHIBALD AV. ROAO X X TYPE 113" A`Mc�o WO DEA BARRICADES TO HILLSIDE' �2D. WE5T OA- AEC141BALD Co%/eted) A PROTECT WORK CLOSED TO TNft TP,FFIC C19AR AREA Sk N O X XY,/,, ------500'--J / 4 ARK — — — EXHIBIT A — — — AREA — ROAD CLOSED BANYAN X X W/W57 AV -500' --.{ //� -� Tyv• M Borncodef 500' ZC 99 I C3 W56 LROAD 17LOSED ♦� OR W56 C19 ROAo (RT LT) aosco AMEAO EXHIBIT "A" ANEA ITRAFFIC 9NLT LEMON XXX W/W56LOSED AV Type " C-2 M -J _ SPECIAL Q Q 500' J HERMOSA AV, CLOSflcr m Q .L �v AT BANYAN AV., USV X. = C19 W ARCHIBALD AV. it ' a = STREET CLOSURE — HERMOSA AV. WOTE: BETWEEN WILSON Bs LEMON AV. 1, BaRRICd.DES: Plzcement shad no: p'eclude entrants of emergency v±ric:es or Iota' trcffic. Type t: barricades may be used to closures z4vrn3 daylight hOU'3. a' NOTF: STREET CLOSURE FERM%T REQUIRED - SUBMIT DETOUR SIGNING AND NOTIFICATION - TO TRAFFIC ENGINEER . " LETTERS a > Q r I r , EXH1131T"A" „` , EXHIBIT "A" i I _ ROAD TYPE ROAD Mir CLOSED BARRICADES TO CLOSED W/W57(RT) PROTECT WORK W/W57( LT) EXHIBIT 11At' ARE * 500' C19 C-2 SPECIAL DETAIL WILSON OR HILLSIDE x x AORK x x md RD. N RE AV O X X REA X X 0 Q SEE EXHIBIT "I; - J ,IBIS a a N _ STANDARD_ NOTE: FOR TOTAL q �f�, STA,NDARD V It STREET CLOSURE, city of rancho cucamonpq DRAWING MUS W OBTAIN SEPARATE a _ Z PERMIT FROM I J } PUBLIC WORKS -j w f 'A = DEPT. TRAFFIC WILSON a 1v AV DIVISION. ---. C-2 C-2 W V TYF'ICAl. CLOSING tri Rr.PF#T LA,NF. C-5(L) SPECIAL C-5(R) SPECIAL Q � it HILLSIDE RD. EAST Z HILLSIDE RD. WEST Q -CLOSED- -CLOSED- USE WILSON AVE. USE WILSON AVE. STREET OR LANE CLOSURE STREET CLOSURE — HILLSIDE RD. WILSON AV. BETWEEN ARCHIBALD AND HERMOSA BETWEEN AMETHYST a ARCHIBALD 1 «• ... NOTES. - - - - - - - - - - - - - - - j ••� - — — —� — �5 -MAX — -- — —� -- • ALL SIGNS SHALL BE REFLECTIVE SHEETING WORKy "ARE, "; J ON ALUMINUM STOCK PER CAL—TRANS SPECIFICATIONS -. �-300'--�-300'—� •�(•Opt;,nol) i ;�' ; HILLSIDE �� �cR' �cL' { TYPICAL' RD. ALL C-19 & C-2 SPECIAL SIGNS SHALL BE MOUNTED LC�6--(or S"t)Clernentd X20 (RI; 50G' —bac;' t + I ' ON 4"x 4" x 14' POST 7' TO BOTTOM OF SIGN. i IICM'iAIC CORSTfUCT10R C103[f IANCAf AM(AD ALL C-2 SPECIAL SIGNS SHALL BE BLACK a a LETTERING ON WHITE REFLECTIVE SHEETING EXHIBIT "A" EXHIBIT "A" C-2 SPECIAL SIGNS TO BE INSTALLED PRIOR * USE C2 ON CENTER BARRICADE I 0A.D. 84-2 ROAD TYPE "3" ROAD CLOSED BARRICADES TO CLOSED TO STREET CLOSURE9 SAME DAY AS CLOSURE Legend. (LW)5T PROTECT WORK W/W57 I 12f84 SCOPE OF w021G ARE * (RT) Soo' C19 C-19 SIGNS TO BE INSTALLED PRIOR TO STREET F Sign NIARic DAT+= >rEv►s►o►.Is WILSON x x WORK x %e III xAV. CLOSURE NO EARLIER THAN ONE DAY. • Cone or Delineator In 500 x x AREA X x m"01 Direction of Traffic CITY OF RANCHO CUCAMONGA C19 ALL C-5 SIGNS TO BE MOUNTED ON e x 4"x 10' Flashing Arrow Sign g POSTS, 7 TO BOTTOM OF SIGN . Transition Taper L =S X W DETOUR AN D ROAD 4 L = Length of Tnper LEMON ) t C-5 (R) ev I C-5`L�V O S = 85th Percentile Speed CLOSURE PLAN I W - Latera Transition C-2 1 n Ilton _ SPECIAL Q SPECIAL !Lane width) a =WILSON AV. EASTO = WILSON AV OD -CLOSED- USE LEMON AV. WEST-CLOSED- USE_ � E LEMON AV. Ir V _ Q NOTF: LANE CLUTIRi_ FCRMIT REGUIRED FROM PUBLIC WORKS 07PARPIENT � CITY ENGINEER Z7� - - i DESIGN; iREC MMENDED ,1•S. PREPARED BY CITY OF STREET CLOSURE ---WILSON AV. DRAWN RANCHO CUCAMONGA SHEET EXHIBIT B EDGAR I.CASASo ENGINEERING DEPARTMEN 1 of I BETWEEN ARCHIBALD 8c HERMOSA ' CHECKED. DRWG. No. j M.P. / P.R. 908 ` E , SAT. 30 r- -