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HomeMy WebLinkAbout1-201-37City of Upland WEST CUCAMONGA 3'/Z GEGT10►,j EtA7 CUTOFF 8" ASPHALT C Ot�C R ETE PIKE 0ETAI L- Q. TG. I" -T ..._ Vee CTUTTEI•Z METAL_ M.T.5. CONe?TRUGT G,+TGH P�Ar71N N0-5 PER• L.A FG D. G-rV. Z-V I&4 MOj71FIE12 A5 N E{ZE SHOWN• VR GGLFAFZ 3�'x3(o' BIcrGLE PicooG GRATE Ae,D caSME. ALHA.MBRA Four�O¢Y A-2oIZ o12. EQUAL �iI/•/' Nx �� III _S - - - 12�LATIJE GOHPAGTtc71.i „ 36 le,_ci0'/. 111 IY�irny ; tn� nl IPA If _ W,u II ' a III i • r i JC0�;T. �)rp nRoc 4 1T;MP PET?, L.A.C.Fc.P. cT D. VW4. 141, TO o/G 9 Vlll �I ul in �,I,I. a e .I II;III/(II/i�utj 5c1OP1^_D- D t wIP.►.INt�L.e WiTH C:�TE �roJ� N.TS. CONTRACTOR NOTE: THIS PLAN DESIGN IS BASED ON ORIGINAL OLD CITY DATUM Pr I oject No. 3709 CREED STORM DRAIN t0' \/AK 194 -- o 5 510E1.(AtX ` p . _0.5' S' SIOEIJAI K �W ---- - - PI;R pIA,J ',y�TTgq �5! � A -A bE�'iZESsEi� ►�Al2KWA'f SIbE1,JALK NOIZT SIDE "" N.T. ALL STeEET� Tor OF L 0ce Top cr GUK6 lite LIP of CaurrG;C- - T - I'li ft o u�G Ld' - -- -FLow u,JE OF QUrTER I Ir" iJo(zTt1 EL��ATIotJ 3%�'PG.G PARK4JA�( �j!OE4lA•�-iC 0 20• A C N"T. oJ6e- 1 4� tJ Inc 9 '/ LOS ANGELES CO. FLOOD CONTROL STANDARD DRAWINGS 2-D88 LOCAL DEPRESSION NO. 2 2-DI78 FENCE AND GATE DETAILS 2-D96 STANDARD DROP STEP 2-D104 MANHOLE NO. 3 2-D107 CONCRETE RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT 2-D156 MANHOLE FRAME AND COVER FOR CATCH BASINS 2-D162 CATCH BASIN NO. 2 2-D163 CATCH BASIN NO. 3 2-D171 CONCRETE REINFORCING STEEL 2-D172 CATCH BASIN REINFORCEMENT 2-D175 REMOVABLE PROTECTION BAR FOR CATCH BASINS 2-D189 JUNCTION STRUCTURE NO. 1 2-D191 JUNCTION STRUCTURE NO. 3 2-D224 CONNECTION TO CATCH BASIN FOR PIPES 12" THROUGH 72" 2-D232 DETAIL OF CATCH BASIN OPENING 2-D235 TRANSITION STRUCTURE NO. 1 2-D428 CONCRETE RIWGS AND PIPE FOR SPECIAL MANHOLE 9NAFT. 2-D393 CONCRETE COLLAR 2 - D157 CATCH BASIN REINFORCEMENT FOR ROUND MANHOLES 2 - D 188 TRANSITION STRUCTURE No. 3 2- D 184 MANHOLE No. 2 2-D164 CATCH BASIN NO. 5 2-D427 SPECIAL MANHOLE FRAME AND COVER STORM DRAIN CONSTRUCTION NOTES O1 CONSTRUCT 10' X 6' R.-C.B. PFR DFTALL SHT 6. 22 CONSTRUCT MANHOLE WITH GRATE PER DETAIL SHEET I, SECTION D-D. O3 .)t.CONSTRUCT MANHOLE NO. 3 PER L..A.C.F.C.D. STD• DWG•2 4104 OINSTALL R.C.P. (SIZE AS NOTED ON PLAN) �5 CONSTRUCT JUNCTION STRUCTURE NO. 1. PER.L.A.C.F.C.D• STD. DWG 2-DI89 6/ CONSTRUCT JUNCTION STRUCTURE NO. 3 PER.L..A"..C.F•C.D. STD. DWG-- 2-D1.91 0nn CONSTRUCT TRANSITION STRUCTURE 'A' PER.DETAIL.SHT• 5 8 CONSTRUCT TRANSITION STRUCTURE 'B' PER.DETAIL SHT. 5 901, CONSTRUCT TRANSiTI.ON STRUCTURE 'C' PER.DETAI.L SHT. 6. 10 CONSTRUCT 3' P.C.C. VEE GUTTER PER DETAIL SHT. I. 11 REMOVE EX.ISTING STEEL PIPE GATE 2 CONSTRUCT 0.20' MIN. A.C. PAVEMENT SWALE PER TYPICAL SECTION SHT. 1 11 13 CONSTRUCT CONCRETE COLLAR PER L•A•C.F.C.D. STD DWG. 2-D393 2ELATIVE�CoHVPLTtgI 14 CONNECT TO EXISTING HEADWALL PER CONNECTION DETAIL SHT. 6. �, Z. to 4-AG F4Hr 15 REMOVE AS NECESSARY EX.ISTINC RAIL AND WIRE REVETMENT. oB �ACgCiREGATe 19A-,E 16 CONSTRUCT TRANSITION STRUCTURE No.3 PER L.A.C.F.C.D. STD. DWG. 2-Cte6 RELATtJe COMPPC110+5 17 CONSTRUCT SURFACE SWALE TRANSITION AND PC.C. INLET PER DETAIL SHT. 6. oneb✓n IS CONSTRUCT MANHOLE No. 2 PER L.A.C.F.C.D. STJ. DWG. 2-D184 SECTIOt.I A -A MODIFIED PER DETAIL SHEET 2 DOTES FOR SCHEDULING OPTIONS to � r ' 1E1Jo?E MODIFIED WITM 3C' VlAMETER MA.NIAOLE SHAFT FRAME AND COVER MODIFIED CTUTTEQ TO 14E PER L.A,G.F.GD. 57A. DWGS. 2- 04Z7 A.WC 2 D 428 . ' t` C0hKT2()GTE2 OIJ I I T.i '�TQEET O,.I L' i- AQ1 "P*11Al2,0100 P-rAV • s r I i ALTO AZIZOµ•l TO AA.J6 STREET CONSTRUCTION NOTES i -g1 ARl& 31 CONSTRUCT 4" A.C.. OVER b" CRUSHED AGGREGATE BASE 32 CONSTRUCT .10' MIN• A.C. OVERLAY bETA.ILLA * 33 CONSTRUCT TYPE 'A" CURB AND GUTTER.PER CITY STD. CU-R-2 UT.�. O VAIAIEg 1 4" A C. PJNT D4M 1 ' - - PbR Ad GL.J - AC1(aaE A"T>r SahE j 10 VAal��i- l0� ar7� KELA•TI,, CUrIGAcrLOD i C Vag -0-1 --- 51 v l W A U_ - -- _ - - --- - - -'_ -- SECT I al E5 - r t PRE55ED VAtZK�3A( _SIL?EWAUK I T-A 4,Ti4EE•T 4 IFA?,J BEV_),4A.2Dta0 40A.S7 Sou-1-r1 sloe 4.T'S. D e- ri2Ec--c-DEY� PPIK►C1�IAY t�E`� Al L I 35� I I lY W C36 CONSTRUCT SIDEWALK. (W-5') PER. CITY STD. CU-P-3 (SIZE AS NOTED ON PLAN) 37 CONSTRUCT CATCH BASIN NO-2 PER L.A•C•F.C.D• STD. 2.-D162 aF 38 CONSTRUCT CATCH BASIN NO. 3 PER. L . A..C• F . C'. D •. STD •. 2-01,63 39 4 CONSTRUCT LOCAL DEPRESSION NO. 2 PER L.A.C".F.C.D. STD• 2-088 40 ITEM.Tti BE PROTECTED IN -PLACE PN 0.Z' A.C. HT. OJEe I`IATIJE'xxL- RELATIVE GOHPAGttcrl ' 41 O REMOVE EXISTING A.C. PAVEMENT __goy, 42 CONSTRRUCT TYPE "C" CURB AND GUTTER PER CI.TY STD CU-R-2. 43 INSTALL TYPE "t " MARKER PER STD. CU-G-1. SPACED AT 5' 44 REMOVE EXISTING REFLECTORS 45 REMOVE EXISTING BARRICADE 46 REMOVE EXISTING SIDEWALK 47) REMOVE EXISTING CURB AND GUTTER 48 CONSTRUCT 8" A.C. DiKE PER DETAIL SHEET 1 49 ADJUST ITEM TO GRADE 50 CONSTRUCT DEPRESSF,D CURB AND PARKWAY PER DETAIL THIS SHEET MODIFIED VJl'iH 3(2" DI►.METF_RVWG.QQMAMHOLE FRAME Ae•4D COVER s2 INSraLLpew-Lf7 LAomr CONOUTDW/ny MdNI� Ze AMD PVUL e0ow PER S.C.E. RFQiyT- WATERLINE CONSTRUCTION NOTES (81 INSTALL C.M.L. & W WATERLINE, SiZE AS NOTED 82; INSTALL SCHEDULE 40 STEEL WATERLINE, SIZE AS NOTED 'INSTALL 6" BLOWOFF VALVE ASSEMBLY PER CITY STD. W6-8 84) INSTALL AIR RELEASE VALVE ASSEMBLY PER CITY STD. W6rrl 5 INSTALL STEEL CASING PER DETAIL SHEET 9 LANDSCAPE CONSTRUCTION NOTES SEE S"ors /0--;4 VAR/ES---4 4-O" To I' Z' I I2 JA21E�7 PLAN 7G I I V LJC�X Z:I To /A23s �$8'I, -ro 340% /I / SHEET hlo. DE$G2lPT(O►.l Exlsrlt�cl 1 miry �" L * I TITLE 9HEE`T- LOC.ATIDQ MAP 4e%iEReL ),JOTES, St-zE s.til0 �Ph( I,JCt cF SfeEL A6 srinrtJ \O 0.Z0 MW. A.C. PAVIFMEt�1T Ga•tSTRUGT1o,.1 ljcrT e, Aqp. BeNc t�tortK DIJ VLAnI, EX CEQr TA AT 5 eARS a.i OVE1Z 90 ( i eLil iJE GOMpAGTED 2 pLA►J AP40 PROFILE of E1TCX2 l DrZAI►,l FACIA SIDE OF GAA.Qr SHALL e;e ,JOT SMALL- KA1 IQE SOIL, STA. 20+OC,• D90 Tb 6TA. 30+00 6RMhrl 'S BAD 4" 0•C. oR EOUIJALE 1r �j rt.A4J ALTO PR17Ft� of NORM LvzAIiJ E 5LIAL-E DE 1AIL_ ✓-rA- 90+C0 To STA.41+,D0 - - - -5 $ AR S -1'LtAJG 4" 6. G. , bf SIZt= S r+o W IJ �' T. S . 4 PI AAI 41,1P PROGI t.B OF 6r,09M DRAI,a �I�- rtl+tt I+A err S'fQ AVG• T4U►{fZoAeL To spa ESTECL, BUT .OT SMALLER TA*_Q -5 ISAIiS. STA. 25,22-S(o TO STA• 32 +o5•Bi � c 33 +90.19 To 117A. 3B+So.,34 4 W ARP ` OE5" GVT FOR STA. 40 17. 19 TO STA 51 + 19Sr.C�✓oTTAAI L.a.`'YLfbt3Ft(e.7£rZfoRM DRA I,J • (o �J' ik'l.L^TURAL �LTAIL.��• %02 STORM L7i.�.lwi m -1 yTae�T GonLSTQL�TIonl De-rAILs �¢ ARFtt�►J a1a«IvaA-I; sraeE-r- �_ 8 -52,�ieic;itJ6Nvei-AiL_s AT ocQ jAQOt,Jo pzcnO 9 WATEQ L.I1J E ILL oGA'r I D 1 m.Ahi LANDSCAPE IRRIGATION rLAN 4. O.0 1{ LAN05CAPE IRRIGATION PLAN Z•_t,2„ C - - -70, IZ LANDSCAPE PLANTING PLAN - 35 �� 13 LANDSCAPE. PLANTiKIG PLAN t=' L AN FENCING AND CON57RUCTION DIAGRAM �t EXIST 1�1EGT CL1CAMonlaA 5.c.T i SIEGTION C-G �� Gi2EEK GIIAt�1JEL LOlIyTt�UGT A.C. SkIALE �y� CONTRACTOR'S RESPONSIBILITY FOR SAFETY ''ll EXISTINCZ cvzout- lr IzEMOVE {ZAIL� VJIQE REJErMBt�1T p� ---___ GOt�5T12UGT IO'x�' K C.t3 1'ER IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL •1• Ceat� 4-sw� FL oP� Y' ' ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING -s:• THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL - - •_ _ _ _ _ - ° PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY n,: lion rz EXIST IZA I L. At ID W 1 R E RF�JETI tEF 1T apf E SS/� _ Q � AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER, AND THE SEG-T1 ON E- E_ >=uru1�>r lo'><�' R.c �. k, M nn i ekFlli Vi JTA rJATtJEr�r6e1AL To�gq �o e A�IJE Gor{PAGTIcx.1 �t�(0j �Q r/� �'L� CITY OF UPLAND HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN Ay S�LIFIE� w TeC 5�'t�`� R r CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR TYt'ICAL SECTION N0.23H1a �n m LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, 10' x �o' t2. C . e, At tP A.C. -5 WAL-E Exp 12/31 t93 OR THE CITY of UPLAND. CNIL BENCH MARK NO. 180 L OCAT 1 ON s 11" AVENUE # 11?" ST'KEET• PV-. NEAR THE WEST EN17 OF THE NORTHWEST LIJeB RETUQN REVISIONS MARK DATE INIT . DESCRIPTION 1 AS50C &* PAKZ Alii LDT EXPAN-510NI REVISION SHEET`-) 1.3•,7 ONLY 7-2 4 ✓4 AC G4VEMEg ,vr REA[s0 W/rN BeRvoow-m BR4S5 Ldl1'N PE,, SLATS . /0-/4 • 7-30-9b O.A. weOUGf(T hFOM FEMCC CNAA6f-.0 TO OeAlAMENrA4 {{NCE RfGoRD DRAW/"41 5-- 44// EL EV: 1274.56 (OKiGINAL OLD CiTY DAM - ADD 2.30` FOR CURRENT CiTY DATUM-1986 I I rw GENERAL NOTES 1. THE CONTRACTOR SHALL ADJUST ALL WATER VALVES AND SEWER MAqHOLES TO FINISH PAVEMENT GRADE PER STANDARD DRAWING CU-Z-3 AND RELOCATE AND ADJUST TO FINISH GRADE ALL FIRE HYDRANTS, WATER METERS, GAS METERS. OR OTHER IMPROVEMENTS WHICH ENCROACH ON THE DESIGN ROADWAY. 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGES TO E)CS71NG FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HiS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 3. PAVEMENT SHALL NOT BE CONSTRUCTED UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED, TESTED AND APPROVED BY THE CITY, ENGINEER. 4. THE LOCATIONS AND DEPTHS OF UTIL'TY LINES ARE SHOWN TO THE ENGINEERS BEST INFORMATION AND JUDGEMENT, BUT THE CONTRACTOR SHALL UNCOVER AND VERIFY THEIR LOCATIONS AT LEAST 24 HOURS PRIOR TO EXCAVATING. THE CONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS FOR THE PROTECTION OF ALL UTILITIESIIAS NOTED IN THE SPECIAL PROVISIONS. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF UPLAND, AND ANY OTHER LEGAL ENTITY PRIOR TO ANY CONSTRUCTION WITHIN THE ENTITY RIGHT OF WAY OR EASEMENT. A'' PERMITS TO BE OBTAINED THRU THE CITY OF UPLAND AT NO COST TO THE CONTRACTOR EXCEPTING FEES WILL BE ASSESSED FROM BUSINESS LICENSE AND FIRE HYDRANT USE PERMIT. 6. THE FOLLOWING CITY OF UPLAND STANDARD DRAWINGS APPLY TO THIS PROJECT AND SHALL BE CONSIDERED AS PART OF THESE PLANS: CU-R-2, CU- D- 2 W6- 8 CU-P-3, CU-Z- 3 W6- 11 CU-G - I W6-23 7. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED 'BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 8. NOTE ; STATIONING FOR STORM DRAIN IS ALONG THE CENTERLINE OF THE EXISTING S.B.C.F.C.D. R/W NOT AT CENTERLINE OF THE RCB. THEREFORE ACTUAL LENGTH OF RCB SHOULD NOT BE DETERMINED BY STATIONING ALONE. 9. ALL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WiTH THESE PLANS, THE STANDARDS OF UPLAND AND THE STANDARD SPECIFICATIONS rOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 10. THE FOLLOWING CAL TRANS STANDARD PLANS APPLY TO THIS PROJECT AND SHALL BE CONSIDERED AS PART OF THESE PLANS D 83 + D84 11. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN/OR NEAR THE STATE RIGHT OF WAY. 12. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL COMFORM TO THE LATEST STATE STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE STATES REPRESENTATIVE, 13. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. 14. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED OF DEBRIS, AND/OR SILT, BY THE CONTRACTOR PRIOR TO MAKING THE CONNECTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL A CEPTANCE OF PERMIT WORK BY STATE, A EQUATE CLEAN -OUTS AND ACCESS CPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT OF WAY FOR FUTURE ieAINTENANCE AND REPAIR WORK, AS NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE. -V*)t STORM DkA!N CO/,IST9_UnTfc)t`1 NOTES cnNTIJ.1LllErD r9 CU1 iST12UC7 (s " P.C.I' Gt.126 iYFE. "D" Pf_ie STD- GCS r CDN�TIZUI'.T� th' 012NP DENTAL FENCE i � , REMr7Vt. EXISTlN3 CHAIN LIN,L r r_mC:F_ f 22 t--0PIS T'2iiCT LbURt.F Ci.1 TE5 8' -b" ER lflo'-G" TbTA LI I I FOOTHILL BLVD, L MT-E ato 1 MESA GT I WEAT Cl!«MDW-A CREEK w Lu L4 I I CNAIVAIEL "�- SP&C-n /O -14 (",v,03C•4PE % u 'JI "�-SFIEET 4 a cr �pP ,t �7 z p,-SHEET 3 AleCDw 00 r RECORD DRAWINGS ALL "AS BUILT" INFORMATION SHOWN HEREON IS BASED ON WRITTEN INFORMATION SUPPLIED BY THE CONTRACTOR. NO GUARANTEES, SPECIFIC OR IMPLIED. ARE MADE AS TO THE ACCURACY OF SAID INFORMATION. DON BIERMAN R.C.E 26491 DATE ASSOCIATED ENGINEERS, INC. r CA PLANS PREPARED BY DRAWN BY, REVIEW BY CITY STAFF APPROVED BYs PP•VD ASSOCIATED ENGINEERS PL DEPARTMENT INIT. DATE 1. 9".)DESIGN BY, 7. 9J 9259 U_11CA AVE., STE 100 T K.T WATER DEP' T . RANCHO CUCAMONGA, CA 91730 `'11,1190 TEL 714 980-1982 FAY CHECKED BY, FIRE DEP•T. CITY ENGIN4FFZIR6 .C�,l3 DATE / ( {7141 941-0891 P.M tD TRAFFIC ASSOCIATED SEWER ENGINEERS R.C.E. NO.23 (EXPIRES,1z-31-q31 DATE !FILE NO. 86" 612 DRAINAGE HWY W \ w uj a' \ z O L- VICINITY MAP 0 CITY OF - UPLAND WEST CUCAMONGA CREEK STORM DRAIN FOOTHILL BLVD TO S.P.R.R. CITY OF UPLAND PROJECT NO. 3709 N.T.S. 2 klti I m SHEET 4 OF _ $"EST$ NAMil<N.� SD 3709 0... 1-201-3-7/1't-9 W, 7, AN V L,f-\ I L H{ `71 N (LX\4 2 I K VC, I I U t-J 2 5 SAN BERNARDINO an �� ELEVENTH ROAD 3 I 72 STREET c I o Q _� I 1. Z e L B.C. 1= C. �� b 10 vt _ M F N T n,' .J I •-�- W I A I � FILE `C �. _...,r.., _� f� _ x--N 2G �20 36" 5 — o• �� r5 � 1'IZoTEGT I►.1 pLAGE 't � � Q �4 � � � �• x �- � ", ►q a�.� � 4D EXISTIrJCT FENCE AtJt7 N , 27 k$ - Q N 6 - c 6 N d1 2 I(TYP) } C3LOGK WALL 3� b V b f Q' Z 7 4t c _ CONSTRUCTION - NOTES �Yp a f p 4 p s. �3.1 Z. s4�- 1=.Q. �CONSTRUCT 10% X 6' R.C.B.: PER'DET,A11 SHT• 5 � { MkIST. Pt12� Imclj-. 33• � � �J v g u ll ' Sp O CONSTRUCT MANHOLE WITH GRATE PER DE1L SHT, I Q I CT 7V 3 CONSTRUCT MANHOLE NO. 3 PER L••,A•C•F.C.O, BTU. OIiG..-2--�ic4 3� Palk IJ6 LET SE toN -1 II ETA 3!nf n d t-D( vlll 4 INSTALL R.C.P. (SIZE AS NOTED ON PLAN) 126-moX Ey'v"Titl(A GHf�s ' I(�E-'ll} 6 -i Q -- O AhID He,6,PVAALLS �cA T N.T.S. v 5 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER L•A C.F.C.D• STD• DWG 2-D189 Q 70I `+�� �I 3 H +XWv - 6 CONSTRUCT JUNCTION STRUCTURE NO. 3 PER L•A•C.F.C.D. STD. DWG. 2-D191 0 �n - — -" - � 3 K Qt `rM�`�� T CONSTRUCT TRANSITION STRUCTURE 'A' PER DETAIL SHT• S -�' +� -2 p Q� O NOTE' 3 �� 1-D �q) �tiy Qlil m OZ 0tL= 88 CONSTRUCT TRANSITION STRUCTURE B PER DETAIL SHT. 5 PR,bTE.C.T ALL F-(1STIIVG \ v F' 35' 3s' Q AL= o O� v v�`D Og CONSTRUCT TRANSITION STRUCTURE ' C' PER DETAIL SHT • 6 • rRs gETw�F_nt Pecs / \� z J1 7d --- to U,7N �UZQ _ O WFU5 AND EXISTING CL12B N �'L� 10 � CONSTRUCT 3' P • C. � • VEE GUTTER PER DETAIL SHT . i • Z I �[ �F 11 REMOVE EXISTING STEEL PIPE GATE 12 CONSTRUCT 0.20' MIN. A.C. PAVEMENT SWALE PER TYPICAL SECTION SHT• I �4 +> +�� SEE SHt;E`(� FD►Z STREET �� O� Q�r 13 CONSTRUCT CONCRETE COLLAR PER L•A•C.F•C•0• STD DWG. 2-t)393� c�t�~v 4ltJ V-'� 14 CONNECT TO EXISTING HEADWALL PER CONNECTION DETAIL SHT. 6. Q d pQ RECORD DRAWINGS ANb CATCH �A51N GOI�ISTtZUGT10� �� � 15 REMOVE AS NECESSARY EXISTING RAIL AND WIRE REVETMENT. ~'� �` ALL "AS BUILT" INFORMATION SHOWN HEREON ygQ�Gs - 3314 1 o%•�\h 6° Q�pFESS/O16 CONSTRUCT TAA1� mog STRUCTURE. No. 3 PER L.A.C.F.C.D. .STD. DWG. 2-D18S G� {S BASED ON WRITTEN INFORMATION SUPPLIED Q 4 '9l IT CONSTRUCT SURFACE SWALE TRANSITION AND P.C.C. INLET PER DETAIL SHT, 8. BY THE CONTRACTOR. NO GUARANTEE M OOG �`� 18 -14-CONSTRUCT MANHOLE No. 2 PER L.A.C.F.C.D. STD. DWG. 2-D184 21 2EMovE Ex15TING cNaw unla` F�n4cE /O'xCo' eCB ti DETAIL SHEET 2 CDNSTe-uc-r oougLE GATES 6' -0." CA trlD'-D" TOTAL) SPECIFIC OR IMPLIED. ARE MADE AS GUARANTEES, THE A. G MODIFIED PER DE L SH 1� 22ACCURACY OF SAID INFORMATION. Covsr.Piicr �" Pcc. Cci.P� � 1' �y � 19 CnNSTRl,�7 (o" PC_ C GUeB TYPE "D" ►'E2 STD. CU-2-Z . COA/ST.QUG T Z" .�JC 0,4V/EJ 1E/V T Q NO. 23S I a (n ►-t, /]� O ITEM Tb 6E P2OTEC rED If, PLACE Con�STPucr 3' PGC OliEe CDMP.gCTEL� NATivE W °o CONsrRUGr 6 Q?NAMEn/7`AL FENCE[�� G tl7-r e 6 ' i/f1CC A1,4 rE P�.a� . Exp 12/31 N3 Q" 2 t t CONTRACTOR NOTE, fir- 1-1001FIF-D WITH 36 DIAMETER MANHOLE SHAFT-FIZA.ME A,Mp CorFe DON BIERMAN R.C.E 26491 DATE THIS PLAN DESIGN IS BASED ON ORIGINAL OLD CITY DATUM `r1,9 CtV1 '` PER L.A.C.F,C.0. sTO. vwGs. a-V4Z7 It I;-04z8 ASSOCIATED ENGINEERS, INC. BENCH MARK NO. 18o REVISIONS LAMS PREPARED BY DRAWN BY & REVIEW BY CITY STAFF APPROVED BY s Y LOCATION= ►1T" AVENUE 4 IIT" SrREEr MARK DATE INIT. DESCRIPTION PP'VD ASSOCIATED ENGINEERS C I T O F UPLAND t�L.s. L-1290 A.F. PARKIN6 LDT EXPANSION KEVISIDNS DEPARTMENT INIT• DATE P.K. NEAR THE WEST END LW= THE 7 DESIGN BY � n -7-ZO-9 Cr-A. o.m' AL• 0.4VEMFAlr A'E!'L/7C60 Wi7w sep^n1,cA 6kASS 14wh PF"e scars is-i4. 925Q UTICA AVF., STE 100 rK.T WATER DEP' T . l tfir /91 Al02TFIWEST e-UItB RETLQN 6 Z6-9i Z-.t'//, leECo,ev D�wIA/4-S d //9 RANrHO CUCAMONGA, CA 91730 3 TEL (714) 980-1982 FAX (14) 94.1- 0891 CHECKED BY, FIRE DEP' T . CITY ENGINEER R.C.E. 15033 DATE WEST C U C A MO N G A CREEK SHEET AD 2.30' 1274.56. F R GUFREU7tN�l fYOJAClTY i 1986 M ASSOCIATED TRAFFIC �G -x�%ras 3 /71 9, STORM DRAIN OF 1 4 SHEETS �/A, f- 9 _ � L,. ENGINEERS SEWER. FOOTHILL BLVD TO S.P.R.R. DRAWING NO. R.C.E. NO• 3814 tEXPIRES�12 31-`i3) DATE FILE NO• l2 b DRAINAGE CITY OF UPLAND PROJECT NO. 3709 SD 3709 RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. 1-201-37/.3-9 00 m RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. 1-201-37/Li-9 �.85' T1ZAI�iSITIDt.1 FROM 10'K[. IL.G TD DOU E31E I o' � 4' ►?SaX GUt.-v RT lU 9C v 11J 'F NIX rQ-zj �n°W, sfl �N' p � W �� t-� C To 10' X (fo' I2 . G . e� U) N alb N� N1L1� + Z Q H tZEMO�E EXIST. iZAtL I-z p L.1tIzE REJETME�IT � �' -' `� � •� Q Z � dr � O � _Z • o N - - - - - � N `Z• ' N QQQ EXISTI►IC� tx�U6LE IDr� I - -- _ - A Pt'tOrECT IIJ PLAL,E F_xIS-nki6r TIZEEs b►10 GtXZP> / r � DoX GULVEtZT - - - _ 1J 2G' 251A L.I- - - - - - _ - - - - - _ -- - +-;01 T--- 14.70� - - -- --_ _� --- - - -- I�-- _-------- ---------- - II _ I _ ------ 5EE GOrI�IEGTIanI t7ETAt � IO'>L(o' l� I ShaEET (o -- --- --- 1O` X C.' 1Z.G•P�i iZEMoVE ExtSTINICj IZAIIr I - /-II _� - At1D IJIizE tZE�ETMErJT 1O- -- - - - -� - - 01 II AL C)A 12E 0\-IF- OFF W)t,1gL-1AL•LS, A► Cl x -I21rMDJE EXISTi1jC_-, kADOO tZAlt. gA�2�ZIErZ 7 SlC Aflzo�l - �E Gor.INE�T1o�1 / Sl DETAIL_ SHEET 6,. 5EE C.Ot�P1EGTlOt.0 t7ETAIL kp �-HEET &. S�l Z 80' C 1. t3AIZ C- 6AR-- C3-6AI2- G2 - BAR TKANISITIOf 1 STj?XTUP.-,e 'A" 1" =10, T2 WIDTF� �IAt2IES "1' To 10' N} LOf�C71TUDIt1AL t3AR5 c.► EQUALLY 5PAGEV LotJCrrruVIf AL BARS EQUA L.L`( 5PAGE17 - t3 AR ontSTgUcrlotJ joojr IfJ\/tRT �I FI-BAR � F-VA _ _ 4@ WIDTI4 �/ARIFi� 1' TO tO' Ck- gAQ� g, I- 6AIZ tl�- {3AR-- _ OPTIOI.JAt F?OUGFIE1JEf7 COtJhTl2 UGT IOtJ JotrJT TYI�- OPTIOtJAL GOISh"CRVC11D1� Jott4T 12'1 T Y P. C ICJ- OAK 4*4 e I& iZOUCgF;Et�1E1� C0�15Tt2UCTlo>.I iott.(T ¢" TO 01R�- H- t3A9 �-- H 1 _ t5A fL N 55CTI0IJ lap-1- N.T 5. NOTE:�iEE Go►JSTIZt�ilorJ 1oltiT DE AILEET� T2 O F- �I v Z! H N ,3 �U TI:Wt 51TIOf� 5i12UCTURE ',0•' I,=10' 2. W TZ ('PEP, LIA&AT AT P,ibw r i r3Aa. 0 A►Jv t, �'- I -- OrT1or�AL COI�STVUGTiOri 4„ 0l2 Cd' iv Uo 1 tJT TYP C I - 0�.►2 T Y. F, ALL Lpi.l ({I"(Jp11.1A1 BAQS SHALL 0E •1 � 1, i�- 6AiZ IVA &NX @,le c.c. M,�l. Exc6PT mill Z *OTTOm FACE OF for 5LAD I TYP. C-13aP?�--WITH o1&TR11bUTI6t-4 IMI.1- LOt.ICgITUDItJAL 13A125 FpKGEMEFlT. I1J �/Et2T ti C2 At.(V C -PARS- FAN) D F1-13AV,6 CO►•15T►ZUGT1o►.1 JOI►JT i -- •� -- 7W_ - - - • AL_ - fi-17AR \ SECT 1 Ott A - A N.T.S. tJOTE' SEE 000GT90GTI0FA JOI►JT 0eTAIL SHEET (o f STRUCTURAL NOTES 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR, UNLESS OTHERWISE SHOWN. 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSITITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', 1971 EDITION, SECTION 7.1. 4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', 1971 EDITION, SECTION 7.3. S. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION STRUCTURE OPENINGS. 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. 9. NO SPLICE IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN IN THE DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 10. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 30 BAR DIAMETERS AT SPLICES. 11. LONGITUDINAL STEEL SHALL BE CONTIONOUS AND EXTEND THROUGH ALL CONSTRUCTION JOINTS. 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS. TRANSVERSE CONSTRUCTION JOINTS (IN SLABS AND t WALLS), SHALL BE PLACED AT THE END OF EACH POUR. BUT THE SPACING THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. ALL CONSTRUCTION JOINTS IN BOTTOM SLAB, TOP SLAB AND SIDE WALLS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. 13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE BARS SHALL BE PLACED RADIALLY. THE SPACING OF STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL BE MEASURED AT THE CENTERLINE OF CONSTRUCTION. THE SPACING OF STRAIGHT BARS AND L-BARS IN WALLS SHALL BE MEASURED BETWEEN THE VERTICAL LEGS OF BARS. 14. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF REINFORCEMENT COMPOSED OF B, C. C2, D. F, G. AND H BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINTS. t 15. D-BARS MAY BE SPLICED 20 BAR DIAMETERS AT THE LOWER LONGITUDINAL CONSTRUCTION JOINT, AT CONTRACTORS OPTION. 16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF C AND C2 HAS BEEN CALCULATED FOR A FOUR INCH STARTER WALL IF THE HEIGHT OF THE STARTER WALL IS VARIED. THE VERTICAL LENGTH OF THE C AND C2 BARS SHALL BE VARIED CORRESPONDINGLY SO AS TO MAINTAIN A 30 DIAMETER LAP BETWEEN THE TWO BARS. THE LAPS SHALL BE BASED ON THE SMALLER BAR. 17. CONCRETE QUANTITIES ARE BASED ON A SIX -BY -SIX INCH FILLET AND THE STEEL QUANTITIES DO NOT INCLUDE ANY OPTIONAL SPLICES. 18. THE DESIGN OF BOX SECTIONS IDENTIFIED BY A NUMERICAL VALUE ONLY IS BASED ON A WIDTH OF TRENCH EQUAL TO THE OUTSIDE WIDTH OF THE CONDUIT PLUS 3 FEET. WHEN THE COVER IS EQUAL TO 10 FEET OR LESS THE TRENCH WIDTH IS UNRESTRICTED. ALLOWABLE STRESSES F o - 4,000 PSI AT 28 DAYS F c = 1,800 PSI F s - 24,000 PSI SHEAR AND BOND STRESSES PER A.C.I. 318-63 d \';�•�I ' �m� • . ..mmm ■r:I•)tOtt•T)Ern,7=iVf[•i`.14ki4** fli3tGGlNo.�•�• amim 111.•LllA] ��1•�L�`1[ L.: I ���ir�..: it'lrY �G% _t__ : -' . . • n•1:L�1■fZ�i1�=iG1�i1G1�C}�Grl•�e Imo. • 1. ��1®611fj6E3[�-l��O • w17m 1�1Qi]�-lEa7Kn1 . C6il��®[>�mmml■� �:��•�i : �� ii'�� L1�i � � m m m ti. �0��� (r3�i, r • Fitt • .. • �' : •, ► ram' :.I��iiC�C�;immm t. E�QZI®ms�mmmi ", t. eemcs�®mmm - •, tit. eer�r�mmim ��- � •; 1. eem ' • mmmm • R3:tHl■ ee�mm�lmm • • ' ommc>zalmmmm • ■ • .," m■0®®®mmm i mma�mmmmm i • : mmmr�mmmm ip.4d:6tit1>• • .: t �• � . a mmm®®mmm �ii33>�#i ii�3�Q���•7�t�m *INCLUDES DISTRIBUTION REINFORCEMENT `'DOUBLE BOX SECTION �oROFE SStn4,41 1" Z5 n No 23H1- +) m a Exp 12/31/9? i Ar'EGORD DRAWINGS ALL "AS BUILT" INFORMATION SHOWN HEREON IS BASED ON WRITTEN INFORMATION SUPPLIED BY THE CONTRACTOR. NO GUARANTEES, SPECIFIC OR IMPLIED. ARE MADE AS TO THE ACCURACY OF SAID INFORMATION. `PA CNIL �Q gIFOF CAI�F��� DON` B E MAN R.C.E 26491 DATE CONTRACTOR NOTE: ASSOCIATED ENGINEERS, INC. THIS PLAN DESIGN IS BASED ON ORIGINAL OLD CITY DATUM BENCH MARK N0. LOCATION, 11TH AVENUE & 11TH STREET P.K. NEAR THE WEST END OF THE NORTHWEST CURB RETURN ELEV: 1274.56 (ORIGINAL OLD CITY DATUM- ADD 2.30' FOR CURRENT CITY DATUM-1986) REVISIONS PLANS PREPARED BY ASSOCIATED ENGINEERS 9259 UTICA AVE.. SUITE 100 RANCHO CUCAMONGA, CA 91730 TEL (714) 980-1982 FAX (714) 941 -0891 ��%y%, (�% f /-y- qo DRAWN Br= tD L . S. REVIEW BY CITY STAFF APPROVED BY, 1L1� CITY ENGINEER R.C.E• 1 33 o�tE C I T Y O F UPLAND MARK DATE INIT. _ DESCRIPTION APP'VD DEPARTMENT INIT. DATE DESIGN BY = T. K.T --- WATER DEFT. WEST CUCAMONCA CREEK STORM DRAIN i STRUCTURAL DETAILS SHEET 5 OF 14T SHEETS CHECKED BYs FIRE DEP'T. TRAFf I C �:rrs 31 gr ASSOCIATED ENGINEERS SEWER DRAWING NO, R.C.E. N0. 23 .4 (EXPIRES t 1Z-31 93 DATE FILE N0.'I� n SD 370' DRAINAGE 1­201-37/5-9 �- 70' Kl(:aHT OF WAY EEkKf:ORCING STEEL AND SPACIAG TOP A"D 51DEWALL -r4(CK MESS VF-C L.4.C.F.C.9. CAATN BAAskPl t1O.3 STO. 2-D163 MODIFIED w1T4 3G" 17niNHOLE FR4KE AND CoVEe N N Q ~ ~ / , CAT69 13A6A1 OP51.I 4 Peg b::: L.A.G.F.G.17. rtp• 2-D232 e . LAh t2E WFcYC11Jf� a ri 1I . P.[[ G.� o. ZDA.G. ;7011. hTEEL 18" 114ro I �2 A1�kO1J CL. MIS. pPPP n e �10,/�i� i r i s ° 41 CATCH 6A, 1*l STEPS PEIe L.A.L.FG•D STQ Z D�llo-T- IZ" /lo' �Cl�' Iir.G. �. V a e 1 r I N N ' Lu ~ fzELOGATE E�clsTl►.1C� 2" ciTE�- Q Z WATF9ZLlt lE To OUTSIDE CALTR&NS 9/w9C IA; A I� p� S ECTI 0� C - C ti1.T r7. 72 wl SECT IoN t- 0 N T2/ZTz - o� L- "r O NF 1 4"O_KCo° T OFTIOt IAL T T2 /3 Z TOIL OF HALL l%5E OF WALL 20 1171AMETEKS l /3 I i TZ I r In! T2 i Cj- I6AW N+- OhTIO�JAL CO►�KTKUGTIO0 �- -- -)O I NT N!F- 4. O►IC Ci" I I6 ANIt2 f3• I IyAK = CI - 9,AK C-15AK C 2 AN12 C3 - DARS- COPISTRUGTIDo JOII 5 N� i ALL. 1-0441-riJOi�--A.L k -,4IaL_LTY . -0- E5AK p,E 44 et8" C.C. MI1.1. EXGEPT DOTTOM FACE OF TOP SLAM 7 WITH D16T`KIlstJTlOr l REt1.1- �. LOA1CIITUt71rJAL OAKS FOKGEMEIJT• - 211 TYI? F ANt7 FI 6AKS :N v I( INVERT N i I �l' H - I5AK - �I TYPICAL 51 �JGLE 15OX SECTlot 1 ALLOWABLE STRESSES P� - 4000 pgi AT 28 PAYS fG = 1,800 pt i ;,, - 24, DOO psi SHEAIZ Al AV I30t A? 5T96%ES M;:Z A.C.T-. 318- Co3 .T.15. `I4I•i; �B®BB�Bti3.7 In [FZ•]:L•i;1-�1�•Z•P�4;3 �i■�®17®®�®® . . • _ C���FY70 � • �talL•Le3i . ► • ,- : I► F3�'�m('I�C[7L•7C1�Cf�I1C�li1� . . • E���7E� ='C�iQmQ�� 1Ta�i. ■mimpum, &f7®t/mm - rr ► 1. e0�m��JialQ �r::: ► • • : •� , a�eeeee�oe rr , 1. eee�■�eme �:I9'1:T�3•1��•:(•ilt9•]GL�;��I:IY•':ii4!1�,`.1��=L�:�� •,• , . t�t�i�1-. 0�0®mom • ■ • mmmm�m©m .• �mm��mmm • o�0000mm •i111Xiitll�- STRUCTURAL NOTES *INCLUDES DISTRIBUTION REINFORCEMENT T -*- "DOUBLE BOX SECTION INCLUDING SECTION WITHIN CALTRANS R/W 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR, UNLESS OTHERWISE SHOWN. T12A►J5VE125E JoIt�T 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERUNE OF CONDUIT ON THE PLAN C O t� ST KUCTi Of� J OWT b ETAI l.5 EXCEPT AS OTHERWISE SHOWN. N•TS. 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSITITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 1971 EDITION, SECTION 7.1. MAN L1ULE W 1 1 14 C_21Z4_N I C � ^ � 4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE Ex15TIIJC� 12AIL AIJI9 I,JItZE I2EVETMEt.1T REQUIREMENTS FOR REINFORCED CONCRETE", 1971 EDITION, SECTION 7.3. TO 0E REMDVEO AS 00 To DNSTRUGT T 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR C-Yp ) JUNCTION STRUCTURE OPENINGS. EXISTIMIG-f 6TA 52 4-15.32 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND 'SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING T2 OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALT. 8E NORMAL OR RADIAL PDX CULVERT r 1 ¢FOOTHILL l3LV1� :�Tz_...}_ kJIDTII VAt<IEs 4' TO 10' I _------- ----_ -- h1 -_ -� TO THE CENTERLINE OF CONSTRUCTION. Ci - (SA�t � S" TD ---- - - - --- -- -- - -- - ll G+t-�'A`� NIA 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE a 404 °e IS" 15- OA Z f r SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. - �- 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. F'FZOf'05EP 10' x co' K G I'S 2 3 6 mod' _--__1 _�_ 9. NO SPLICE IN TRANSVERSE STEEL REINFORCEMENT WALL BE PERMITTED OTHER THAN SHOWN IN THE o C I5A{Z---' - DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY �3LOAJC11TUI71NAI WSAKS I Hv 3 NF-v �iW U\ '0 N Z �-2 S.�.C.1= G.C7• 1Z/1..1�� ---- w z„ TKAI 151TIONISTWC-TUKF- PETAI L 1I C'1 CONTRACT64 I•IOTE: THIS PLAtJ t9ESIC#-1 IS &ASEcZ ON ORIGINAL OLD ci-r-f oATom BENCH MARK NO.160 REVISIONS LOCATIONS LIT" AVENUE 4 I(TM STREET MARK DATTEEr INITe aecoQoT veaw.lvos DESCRIPT P.K. M EAK Tt4E 1,JE5T o t) OF THE NoRTNWEST GUKB ee:TUgr.I E LEv : I Z-14.5,�, (OQI& IoA _ 01,0 r flATUM- A v 0.30' FOR coOK ENT C ITY pATUM -14&,,) P'V RECORD -DRAWING& ALL "AS BUILT" INFORMATION SHOWN HEREON IS BASED ON WRITTEN INFORMATION SUPPLIED BY THE CONTRACTOR. NO GUARANTEES, SPECIFIC OR IMPLIED, ARE MADE AS TO THE ACCURACY OF SAID INFORMATION. DON BIERMAN R.C.E 26491 DATE ASSOCIATED ENGINEERS, INC. LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPUCES SHALL BE STAGGERED. OPTIONAL COW51-KUGTIOI,- N' EQUALLY SrACEP JpIAIT 10. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL BE LAPPED OFT101JAL. WOU61HIFOE►D 30 BAR DIAMETERS AT SPLICES. C0tJ5TKL)CT10tJ 301�1T 0 11. LONGITUDINAL STEEL SHALL BE CONTIONOUS AND EXTEND THROUGH ALL CONSTRUCTION JOINTS. C-15AR-- 12. UNLESS OTHERWISE SHOWN ON THE DRAVNGS, TRANSVERSE CONSTRUCTION JOINTS (IN SLABS AND LOI 0L)A LL--( L 13ARS 2' LOhIC71TU171L,1AL I°SA125. 50 FEET OR BE WALLS), SHALL BE THAN pT THE 1O FEET.NALLOCONSTRUCTEACH OUR. BUT THE ION JOINTS N BOTTOM SLABJOPCING FSLAB AND SIALL NOTDE EXCEED SHALL EQUALLY SpACEt� TYP EQUALLY SPAO.ED 2- BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. 13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE BARS SHALL BE W O P TYr' TYp PLACED RADIALLY. THE SPACING OF STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL 3 _,CW- t3�AK k4 �• TYI? JI BE MEASURED AT THE CENTERLINE OF CONSTRUCTION. THE SPACING OF STRAIGHT BARS AND L-BARS CZ-bAI�- OtJSTIZUGTIpnI JOI►.1T IN WALLS SHALL BE MEASURED BETWEEN THE VERTICAL LEGS OF BARS. J J 120UCTHE►JE� GOtJSTRUGTtD�.I JOIKIT 14. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF REINFORCEMENT COMPOSED OF B. C. C2, _I a - I D, F. G, AND H BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINTS. PI-00,g (4" TO 12' F _R WvelLT ITT I n1 15. D-BARS MAY BE SPLICED 20 BAR DIAMETERS AT THE LOWER LONGITUDINAL CONSTRUCTION JOINT, AT - - I_ V_ E _ 0, � ognFES$�nti � --� - - -� CONTRACTORS OPTION. . n5� �� - - - _- 16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF C AND C2 HAS BEEN CALCULATED \�\F % ��� -�- - �- - i- - - } �l� FOR A FOUR INCH STARTER WALL. IF THE HEIGHT OF THE STARTER WALL IS VARIED. THE VERTICAL c.� 1 _. • _� _� -� LENGTH OF THE C AND C2 BARS SHALL BE VARIED CORRESPONDINGLY SO AS TO MAINTAIN A 30 DIAMETER � 1�c7 n ,i 1 , ��.- --__ LAP BETWEEN THE TWO BARS. THE LAPS SHALL BE BASED ON THE SMALLER PAR. W + la" H 13A14 cc Exc 12/ � �? H t3A1Z 17. CONCRETE QUANTITIES ARE BASED ON A SIX-BY-SiX INCH FILLET AND THE STEEL QUANTITIES DO NOT I : � - 4 -' V * I N INCLUDE ANY OPTIONAL SPLICES. �19r F CA ���� SECT 10� e - e 18. THE DESIGN OF BOX SECTIONS IDENTIFIED BY A NUMERICAL VALUE ONLY IS BASED ON A WIDTH OF f �� CAL�F� V ^ / TRENCH EQUAL TO THE OUTSIDE WIDTH OF THE CONDUIT PLUS 3 rVET. WHEN THE CO�iTR iS EQUAL TO Kj'TS' 10 FEET OR LESS THE TRENCH WIDTH IS UNRESTRICTED. " SEGTIonI "I ONLY -+1� l4' LF,I-IG1 H a 5 1' PLANS PREPARED BY DRAWN BY, REVIEW BY CITY STAFF APPROVED BY+ nl.s. C I TY OF UPLAND ASSOCIATED ENGINEERS DESIGN BYE DEPARTMENT INIT. DATE 9259 UTICA AVE., STE. 100 T. K.T. WATER DEP' T •SHEET RANCHO CUCAMONGA, CA 91730 CHECKED BYs FIRE DEP'T. CITY ENGINEER K.C.E. 1503 DATE WET CUCAMONGA CREEK (714) 980-1982 pM n TRAFFIC �p;r�� 3 3/ �i STORM DRAIN 14 ASSOCIATED / OF `_ SHEETS ENGINEERS SEWER STRUCTURAL DETAILS 13RAi11N6 N9 R.C.E. N0. 3814 (EXPIRESs12-31`g3.11 DATE FILE NO. .8�"iLn DRAINAGE SD 3709 1- 01- 37 6-q 4 v -25( a �; m N% as V 4(o 40� {S l oU 40 - - Ott" D � 1u p SEE SHEET 3 3q Q t - IUD O :z lfi�3 x 1U x'—X v. OQUp N -12 w 2 Ir � .Yy• ppl �.. 3Z 0 � N -I� V so ' 3D' t2 ts, e Is sjx a>US �d f1 r 40 to � A � d �il_ . _w VALVl; AhyE�MD �86A¢^.E�i�"� U Y / Q p Z ro m p 8 •� o N A RROW HIGHWAY RECORD DRAWINGS ALL "AS BUILT' INFORMATION SHOWN HEREON IS BASED ON WRITTEN INFORMATION SUPPLIED BY THE CONTRACTOR. NO GUARANTEES, SPECIFIC OR IMPLIED, ARE MADE AS TO THE ACCURACY OF SAID INFORMATION. DON BIERMAN R.C.E 26491 DATE ASSOCIATED ENGINEERS, INC. t1Bt� CC) JSTKUCTIOI`l MOTES AD COrJSTrzUCT 4 A c OVE42 BASE tt , 41 ConiSTRUCT .ID' MIAl. A OVEPLAY _ + - - --- - - — ST.ALl M�7Jq -—CZ0,16TIZUCT TYPE "o_ G KO, AtIV BUTTER PER CITY^STIR CU-IZ-Z. /VLf � Q Z (-C NSTPJCT � ` E �; ; _.-_ (' oR/YA/IyEN�'AL FENCE l... •I - jn - - Q-- tnAT£S 8'-b" EA L 16'-0 TOTAL � ►- A Q(p i 6Jp; - \/ 6-0P15TfZUGT 51t7Ek1ALK Ml;:Z CITY 5TI2 GU-P--3 (SIZE A5 Qo-rev opt F91- I) LEgENC� CATCH BASTLI tlo. Z Vr5fZ L.A G.FG.R ST 2-L-71&2 COI.IST)ZUGT CATCH 13ASIFJ fJo.3 PER L-A Gt`C-P STR Z-016v3 �� A.G. REMOVAL Q 40(99-J�✓ CC)NI5TI000T LOCAL Z PEIZ L.A.G_F6.17 STtZ Z-12ei3 / a /NSTALL iNETAG Q r t Iht� - �J 4D ITEM TO SE PROTEGTEI� Il t F't ACE I'JSTRUGT V A.C. VAVENtEhi'C ovE-�- n O - -- Cj 6AGtCtQ ATE Q�6Fi✓✓ OrOo Q.ELKrNl. _OtiPi.GTloa tii o pc d t - O /j / qi REMOVE EXlSTI1J A.G. PAVEMEr\IT �t ww� W I wu �, I /'/ �� CCMGTRUCT TYPE G`' GUKB A1.I2 C40TTEIZ Fl Fk CITY STD. CU-o-Z P K <F- ✓ 4aQFESS/O/v (43r— Zt�STALL TYPE "L" MARKER PEFZ -,Tp GU-Ci I SGAGECAl �' ` COt.51000T A.C. OVE2LA`( lli x�� r �Q �p q� Iti MI<J. p t �w O (q4 1- REMOVE EXI�iTIhIC� 12EFLEGTOIZS Qj� � 10'C(n' 2.G.6. pp u �GvQ \Q tlC �yC QS �� REMOVE EKl5T0,lq P5AWRICAVC 4l IDEWALK72 a Go 4& ZF-MOVE E- 6 C7 Q '�02.33 rr) r LLtzEMO/E Ek[STIhCT CUZ� AJt� CjUTTER 17Z --ZN GOtJST1ZUGT 8" A.G. MIKE GER pe-rA,L SfiEET I At2JU6T ITEM TO CTIZAIDE 3 /iYST9�L W/.PE �pPE /\ tJJ CN ` �Q -Tr -r t�EP14ESSEt� GUt2� AI.ID �A�K�.1AY PEt2 t7ETAIL 5HT I SEE 5 H EET 3 BARR/C.�7DE U qr c �� CONTl2AGTOt2 j\IOTE \ I F OF CAL``O ®D E t F T ID-tZEM6 /^SLE fi9sT RBnrA+�-i♦1C �riEET T}+15 PLAN 06S16rQ 16 ��n S A N B E R N A R D I N 0 ROAD INSTALL ST LT. eomail/T WITH fMND//OLF PULL ROfL Q S[E R�b7t!/QEMEA?S OIJ ORICTIMAL. OLD CITY pATUN� 4. +� MODIFIED WITH 56 DIAMETER MANHOLE FRAME AND CoyER 9E2 L.A.C.F.C.O. STV. 'DING 2- 04-07 BENCH_ MARK NO. 18o REVISIONS PLANS PREPARED BY DRAWN BY, REVIEW BY CITY STAFF APPROVED BY: TM d rH MARK DATE INIT. DESCRIPTION APP'VD D•L-5. DEPARTMENT INIT• DATE tip, A 3p 4m c t As ® t� ELEVENTH STREET �O, LOCATIONS It AVEA,uE It wXCEI ASSOCIATED ENGINEERS DESIGN BYe PIC. NE.AQ THE WEST END OF THE b 1Z90 A E rARkINC� LDT EXPA(�15(D(V REVPS10*6 D v 9259 U1ICA AVE.' STE. 100 T V--T. WATER DEPOT. _; ��il%a tveeTwwEsr Zuea aE-ruw 7_g-�, �.� R�co�ev oea�rviNys G/ 9 FIRE DEPOT. RANCHO CUCAMONGA, CA 91730 CHECKED BYe CITY ENGINEER R.C.E. 15033 DATE ELFV. � 12�4.5lo colelGt►JAt_ OLD crr� OI0.TUM- (71�) 980-1982 F?M.t2 TRAFFIC ASSOCIATED ?yyf./y /� �_ y-93 ENGINEERS SEWER Dt7 A2.30' FOR CUt212EfJT CITY t7A"('UM - 198Co) _ _ R.C.E. N0.23 14 (EXPIRESel2/31/93) DATE IFILE N0. S(o"I(otZ DRAINAGE A AI D ',TAFLE TO rO4T T10#4 TO MATGtI HASP TAPLE -GALQAQ IZED 4,TEEL- HaFi7 & TOIC4 &• STuv. STm- PIPt✓ SLEEVE -14' STEEL PLATE &AV PCZ. $AGE C I l-=r> Or.l EA, --I: P05"r. o� c�lo. I To r� a�1 aoR-rr� sl�>✓ ALL �Ta,EeTs� Ul\ vY p i V 2 -1 e>, -1 ~ J \ an 0 � lu t N a s C I T Y OF UPL AND, WEST CUCAMONGA CREEK STORM DRAIN FOOTHILL BLVD TO S.P.R.R. CITY OF UPLAND PROJECT NO. 3709 wF' SHEET 7 V 1 4 +SHEETS DRAWING NO - SD 3709 1-201-37/7-cl 1 RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF. 1-201-37/8-9 I� SCALE BENCH MARK NO. LOCATION, IELEV. RIVERSIDE Q 3 } r n l iq J Q kL h Q� t� 7 lu �j�til N �N-Z x F 4 I a�' p m31 AgovE IYEMoVE EXISTING Ail RELEA(_-E .VALVE A M3LLY Alcmc) J klgIG IMAY QApFE SS/i c� a N0. 23$14 n m a Exp.1 WV93 'Fay c�►�'�` L ji 10 3In I� t= � X � F- W�v a �Lo Lu 3 1 al 8p I II I .—SEE I�rZOFI LE B ABoJE W a 25 I I I I SAN BF_R `tAtZPAO ROAD I I TH STREET IF REVISIONS PLANS PREPARED BY DRAWN BY, REVIEW BY CITY STAFF K DATE INIT. DESCRIPTION APP'VD C.L.S. - __,___ APPROVED BYE ASSOCIATED ENGINEERS DESIGN BYt -�_ DEPARTMENT INIT. DATE -- _ 9259 UTTCA AVE., SUITE 100 TK.T j WATER DEFT. --� RANCHO CU���/�90 CAMONGA, CA 91730 -- — -- CHECKED BY, FIRE DEFT. CITY ENGINEER R•C.E• i 33 DATE TEL (71 q, 980-1 982 FAX (T1 4; 941 -0891 pM ._ _-� -- --- - ---------- b' TRAFFIC - -- ASSOCIATED d ENGINEERS SEWER I —� -- — -- R.C.E. NO. 2SSf4 (EXPIRES, IZ-31-93) DATE FIL.E NO- 8 DRAINAGE I JAT5QL_ItJE Go�iSTt2UGTIOr.J 1JOTES g� 1/.15TALL C.4t1.� Cam, b..fATEt2L111E, SIZE AS IJOTEI� 82 IIJSTALL {-IEOJLE 40 STEEL bJATElZLU.JE, c A5 ►4OTfft2 �-- II.ISTALL (P" k5L0WOFF VALVE Ae_6,EMBLf POV CIT'( "To. 0&-8 II.ISTALL AIIZ RELEASE VALVE AG6E�MaL( PE✓Z CITY SM5? W&-II a— I � STA LL STEEL CASI � � 1�TAI L. i�l I S �4-IFFY RECORD DRAWINGS ALL "AS BUILT" INFORMATION SHOWN HEREON IS BASED ON WRITTEN INFORMATION SUPPLIED BY THE CONTRACTOR. NO GUARANTEES, SPECIFIC OR IMPLIED, ARE MADE AS TO THE ACCURACY OF SAID INFORMATION. DON BIERMAN R.C.E 26491 DATE ASSOCIATED ENGINEERS, INC. SEAL EI.1DS _-f cAei VG I.IrTA _ MIN CArA1,1Cs FCC, rLAt mg C L.M,4C. C<2 TV. STEEL I IEM�ACLALGIDI_lr kIIT4�l� kJATErLL11.lE. (TYPE A.KiP A I Z E AS iJ OTEP Dt l 7LA J) CASIt1fr k1ATER MAltil 2 Z">< I" �EnWDoo �>PAGERS 7TIZAPt'ED TD RIPE SECTIC)Q A -A, STEEL GA51t kr TYCIC-AL PF_TAlL" "'MItJ, OEPTk AS 5MCtF:_IC Or.I PLA CITY OF UPLAND WEST CUCAMONGA CREEK STORM DRAIN WATERLLNE RELOCATION PLAN SHEET 9 14SHEETS DRAW! NG NO. — S D 37D 9 _. v"wm=