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HomeMy WebLinkAbout1833-D MAN INTERIM TYP. 0100= 1354.5 c.f.s. 0100= 1354.3 c.f.s. Q100= 1288.6 c.f.s. Q100= 1263.0 c.f.s. ULTIMATE TYP. Q100= 1317.9 c.f.s. Q100= 1317.7 c.f.s. Q100= 1251.8 c.f.s. Q100= 1214.0 c.f.s. vi 128G --- - - -- -- - - Z -1284 �28 - - FINISHED SURFACE cn C3 06 + N ROUGH GRADED SURFACE Q 0 :� o + + N < 0 ♦ci N W F— 0 — _ + O 9N � O � O t -127 } N _ - ___ ___ U 27 - - / Q t Ix FINISHED SURFACEZ —' 1- M m Os _ N N 0 N INTERIM N.G.L. w U ® M cv ,� W EXISTING G OUND a 31: __ — 0 = U U 3N, — Of LL_ r� — — �� - ULTIMATE H.G.L. Q 1 11Go 00 0 O �_ w O -12 60- _ — — _ S�' F• aP 6 w wLij cV) ' y� w wF �ti cw Y .1 g= 0.00700 W Z J 15R Q , -12 50----- -- - - _ _ _ - -- ----- - -- - -- _ - -- _ - - 1250 -- p — O — O 15 EW� O _ p + LINE " All cV CON UCT 1000 LF. OF 86H X 11'W �.C.IBOXPROFILE SCALE PER DETAIL ON SHEET NO. HORIZ. 1~= AL VERT. 1 4 124G----- - -- - --- -- - - - I - - - - --- - - 1244 17 18 19 20 21 0 I 22 s3 or 23 24 25 26 II 1 27 z} ILLJ GI ��'�' I Q CONSTRUCTION NOTES CURVE DATA.: ►�� _ o 0 �'cy I ch z STORM DRAIN IMPROVEMENT CURVE - DELTA RADIUS LENGTH TANGENT N � ^ I ,� N I =, � Z 1a 6725'45" 90.00' 105.92 60.06 8 z _ ` _ �'ce` I n1 ^ Vf c� 1 Q --- — — IV n CONSTRUCT CURB OPENING CATCH BASIN PER STD. PLAN 300 25'20'43" 90.00' 39.81 ' 20.24' ' `j O Q FO 8/ tr 4� p 1 (0 T� Tn E ,� S� 1 33 CONSTRUCT JUNCTION STRUCTURE N0.3 PER STD. PLAN 332 - + z 3 c„ 8 < < , h P�oESMr �, 3t} CONSTRUCT JUNCTION STRUCTURE NO.1 PER STD. PLAN 330 - _ - - p - - STR �p °'� N°O N' t -� /1 U gm (BO) CONSTRUCT MANHOLE NO. 3 PER STD. PLAN 320 c/��rs off ca,vC. .ar to b , - - - --- -- --- -- L /27 5Lc; Q (n - -- C6 ao & 42" RCP LINE ;A-5 SEE 26 �E ` M o°p CONSTRUCT 8'H X 1 VW R.C.BOX PER DETAIL ON SHEET 9 OX TYPE A --- ------- - 0 o a PROFILE ON SHEET NO. 8 �' o 12 2.5' IVI��w�y + CONSTRUCT 8'H X 1 VW R.C.BOX PER DETAIL ON SHEET 9 Bwx Tf A- -- - - - -- --- - -- - - ( ,,,,_ s• � + II QI _ - _- - -- - - - _ -- _ N oa z�, CONSTRUCT 42- R.C.P. (1800-D) 18" R. .P. (200 D) (n I �D CONSTRUCT C 0 N _ - _ - .- _ - -- - _ -- - -- ---_- - - - - -- -_ P _ _ _ --j — — -- - .- -- - - -- - - -- - -- -- ---- __ -_- — _ — -�� � 36" RCP LINE�A 6 - � -- — PROPOSED 1 WATER � U�'t +Od 8'H X 11'W R.C.BOX 18+00 �: N 01'28'43" w 1 19+00 20+00 21 00 Zo I N 22+00 8'H X 1 VW R.C.BOX f 23+00 2� I ti 01'28'43" w 24+00 ~ �' 25+00 AND PROFJLE ON SH ET N0. 7 4l 1 PLUG PER DETAIL ON SHEET 9 OF CHURCH STREET � L 1 U caysr.P�/cr r��oR.4.QY c►.,�i�c.4>��siv,�EP s� �r,.w,air LL_ ----- -- ,f�0/�/ED(/S✓NG¢"Ti%C'rCG1GLS/C..N•4r/NPLACE OF 3"A.C.PAt/E•N /VT _ - 2..� I ----- _--- -f _ __ _ _ _ __ -� ._- - - -------- -- -_-____-_ __ �_ �/rYf/rS PER PLAN• 41 N \ � 15" SEWER i �_�� �`� 15" SEWER T 15" SEWER 1 --_ � � -.. . _�� — — I—� L SEWER • - j / BLVD. ._t - -- 5» _ - © ADO CMP C,4,M1'A4S/N CW S/1T6-M DS C ons - = DAY - - CREEK s H x „ W R.c.Box I - __ _ 39' RCP / e -- f N �' N 00'09'1 W �• O / Lrll(0 IC . - ^ - - IMI - - --- O ® REV ISE LINE A-S; REVISE C-9- 3-/4't :.C1t� '/�lv�! thik3 W —_- 1 oCQ 2 on K ch -- - --- ---- -- ' + I a 3c.5 CIO ilo O1 amQ + �S S bo 0 LLJ -- -- W DESCRIPTION OF REVISION k1 -- - - ----- -- - 1 APPROVED zco CITY OF RANCHO CUCAMONGA 26+33.74 EC I II U m La_ � � t; w w � w o , �I QROFEss�oN�� DAY CREEK BLVD. uY d 0 =� 00 + r Q a a cn i - ���,z STORM DRAIN IMPROVEMI=IST" PLAN C) z ao w ;n `� I `� 8 H X 11 W R.C.BOX N 3 'No. 33922 - � O II — n Q `, 13 +i * AXP. s-3o-o2 * LINE A C) rn > 0 - ui + a M Z `� 27+00.00 MATCH LINE SEE SHEET 10 �9� CIV1� � �P COMMUNITY FACILITIES DISTRICT 0 1 -0 1 PL-AN + uw a n � CAt� o o (S r-, 3 o m OF DAY CREEK BLVD. OFFSITE o o ^ oo o APPROVED BY. DATE:�"• D�— 8CA►LL�T o t° N � 00 g o o � CITY ENGINEER - G �C��- 24953 + + + �_ m + a + /9 40' 20' 0 10' 20' 40' N N O Q h- t�V O Q DESIGN RE OMMEENDEI) N BENCHMARK - H H 8R C 104% L..TAI M INC. i'=40 ;W ;C k F 3 3,, Q NO. 10052 ELEV. 1328.180 1 ENGINE4RING-LAND PLANNING•LAND SURvEYiliC, 3 SET 2" BRASS DISK IN CONC. CURB STAMPED �- - -_ - W -" t ' . w DRAWN ppyF, en S ZSANTA CtAWTA CAd11ORNU 91355 SHEF I A, CITY OF RANCHO CUCAMONGA BM 10052 1987 ph, se, 2s,-65,a AT NORTHEAST CORNER OF BASELINE AND ROCHESTER HH Fur : set rs�-ssn 6 �,;, 15 `{ AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE CHECKED R.C.E. No. 33922 DRAWING NO OF ROCHESTER AVENUE. H H DArF �. �.�„ FILF NO. /8 ,33 -D H.H. 05/16/01 FILE I:\PROJECTS\922-001 CFD 01-01\STORM DRAIN\NORTH TRUNK A\SHEET3.dwg PROJECT SHEET NO. _�0F ULTIMATE TYP. Q100= 58.1 c.f.s. Q100= 45.8 c.f.s. Q100= 36.0 c.f.s. ULTIMATE Q100= 7.0 c.f.s. ULTIMATE Q100= J2.1 c.f.s. INTERIM TYP. 0100= 29.2 c.f.s. Q100= 29.1 c.f.s. Q100= 24.5 c.f.s. INTERIM 6100= 7.0 c.f.s. k . _1290 z � 1 oF . 0 .0 N 0• I o v o Q F1415HED SURFACE + _ -OAC o, to 2 In �r C9 ��Q Ld i? 40i .3 t` Lu OC4 0 o' 'y 9 g N W o J l LAJ CL ck: s 0,101 ��� `a1 G Z a - -_^ + FINISHED SURFACE; t $�- 28E} --- �° - -- -- -- - - - i +�., s.o.oasa H.G L.= 1278.87 EXISTING GROUND 1� s=���� II a.1 hyo N XK `1 > \� �.'°� a. ' Q ' k F• m H.G.L.= 1274.52 4` _ �� � �q` _ �ti z' u ? ,�ti'1`'6�e r' 452 U � HGL / ' R `ti �S. o z N z 003 LSSE � -, '� y N� 1 i 1 IL u. + + a N _ ar-I � � LA ( 12.00 Iii A-24 Al (zaoo) r. 00 C4 C4 H.G.L.= 1265.08 I I / / o ', v FiNtS14 0 1284,68 �I w a ►� sURFA4-e Togo Of G8 II / N N CSI / N w ° <ci . C3. O O ) � N I I o .- /. qqq . . ` / Q ( Z f J 14 -1 N / ': v t + a ; - \+BBQ ! 1280 - -126C �o - I ----- f/ LJ 40 / ( I / / - o s PROFILE SCALE / / o T �T�* �� A _� rr " S° HORIZ. 1" 40' `r LINE ri t� p �- •1 + ± ,.'". '` VERT. 1 = 4# LAT. r>t A _ r� * fl A 11• L 1 ti Ly h9p �N ® 12,ts LF 34" (t2oo o) 141.88 LF SEE HEREON _ SEE HERE 5 t 45. 6 LF. OF 6" RCP (1200-D) 1 e"Rc P 58.45 LF. OF 18" RCP Ile6 LF. - RCP � ,SS F. 6 P 100- �� (1200- r++9.44 r .� - o 000 - » C 2 � T A 4. I 2000 D 1 8 SEWERS .t L A 2 _ - 4 91.23 LF. OF N � 2 L T 125a � _ _ _ rU - - - - - ,Tr Rcp 2bo-67 - -- - - - - x D 1 2 :3 4 31.(05' o fs»aal• seF PRoP,«Ae E �,- '� A189'So'45"W t3 No'oq'�s"E t�.38' 1 l7 jMrq T "A-24 ST.STA.97+14.04 144 I DE FACE of c.8. Q f �. 0+00.00 LAT "A-24. I" '"' 13 v=4,9 CONSTRUCTION NOTES 1 TORM DRAIN IMPROVEMENT CONSTRUCT CURB OPENING CATCH BASIN PER STD. PLAN 300 PROPOSED 12" WATER \ CONSTRUCT MANHOLE NO. 2 PER STD. PLAN 319 8'H X 1 1'W R.C.B. I ; x°"j N84'S0'4S"W I j7 BLVD. ( 44.09' o 21.3 \ CONSTRUCT INLET STRUCTURE PER DETAIL ON SHEET NO. 8 DA CREED BLVD. / 0-k 73.70 EC E'er 18�� "� ' CONSTRUCT 36" R.C.P. (2200-D) ��. CONSTRUCT 36" R.C.P. 1200-D 23 o+f .4 23 CONSTRUCT 36" R.C.P. (1200-D) - LAT A-2 - -" ��"EWER I ___�___ a" S.EbI�R__"' -..Y� - - - --- - 2p CONSTRUCT 18 R.C.P. (2000-D) S _ - - s-- 18 BC Ot52.39 \ -_ N '09'15" W - 3B' RCP - - - f N+30 .45 a+�s. ots cmc - ---- --- -- -- -- �' -- - - Z,I CONSTRUCT 24" R.C.P. (1200-D) - - - -- - - 33 t F E $T"' CONSTRUCT JUNCTION STRUCTURE NO 2 PER STD PLAN 331 A --- - - = 45 8-24 C- 32 r - - -- - - $ - c - - U 1 PLUG PER DETAIL ON SHEET 9 OF CHURCH STREET - - - F RC _ - - T T T NStT►oN 5-r UGT E 1.10 3 - - -- -_ - - 51 � END 18 utZ _ 0 P h tz.a, 3 - - - FQ �;� 18` RCP LAT. "A-19" SEE PROFILE ABOVE Q CotASTRUCT GoNGR.ETE COLLAR PER STD, PL.AN 329 O m I I I /� I 5+31.96 S.D. C.L. O R1W__ - 42 - ' © coNSTFtUCT JUNGT1oN STRucTURe ( PER G1Ty SfD. 33b U = O { � Z� 23 I / 1 1 S4 CoN5TRUCT M�►NHoL.E NO-4 PBiZ GiTY STD. DWG. No. 321 i I 1 O ��1 D - _ - -- - - - - - _ A& RE%/. I-A -4 A- 24 APD LAT. A- 24. 1 W �_ J A = 4'1 � i- I+ = �-Y I � �� � � ��t 0) z I o d �. I - - eLf � I I U U r 13 _ 18�� ' I ( ' 3 REMOVE LA? A-23; ADD LAT A-24 ZrIlrO3 �/��7 W X I I I p`' 1 ' l n/i ? F I I I Q a J Lons no-l-Zs nti¢,P S-Z�-OZ = cv G 2.So �i I �� 00 a �. �Z g �•.' 1 Y I Q - F R DATE I DESCRIPTIONO EVISION _ - 8 i Q - D, � � ,� I . APPROVED I a a � z C I tTY OF RANCHO CUCAMONGA 3 t \ = 12 75,G9 �. G .� /'• S A. �� LAY CREEK BOULEVARD c� ti I ( I 1 3 �^� z STORM DRAIN IMPROVEMFI�T' PLAN No. 33922 F,- m I ( S.D. CURVE DATA: I I Fr. * Exp. 6-30-02 LINE wA-6" LAT 'A-19* AND "A-23' CURVE DELTA RADIUS LENGTH TANGENT I I iV �-, *i �J' 44'43'45" 45.00' 35.13' 18.52' I I 3 Fir r �A� CALVE COMMUNITY FACILITIES DISTRICT 01 -01 �2 5..00544{'31" 22.50x,'' 19.99' 10�.,7�1�'� t I I " APPROVED BY: _ DATE: � � Oc�- Aw -- CITY ENGINEER _ R.C.E. N0. 24953 A , BENCHMARK - DESIGN RE COA�Mf NDE D r i ANTS, .T NO. 10052 ELEV. 1328.180 H.H. >� 1LT IVC. PLAN � CURVE ABLE �cn+Et RING.uw� ����� �� s���r�� - SET 2" BRASS DISK IN CONC. CURB STAMPED g7�7.asTs n527 RYE CA"row ROAD, SINTL m. SCALE: T - 40' � � R L Y "CRY OF RANCHO CUCAMONGA BM 10052 1987 DRAWN SAWA CLARnA. CmwomA 91355 SHEET n.«,• 661 257-6370 �. 3104215711 45. 00 ' 24.91 ' 12. 78/ AT NORTHEAST CORNER OF BASELINE AND ROCHESTER H.H. 7 of 15 Fm : 661 257-6577 40' 20' 0 10' 20' 40' AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF 76.42 '57" 4S. 00' 60. 2S' 35.6 1 ' BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE CHECKED oRAwiNr, No _ R.C.E. No. _ 33922 / � .33- D 3- D "=4, kP. _f.Lt 13.00'48" is. 00' 10. 22' 5. 13' OF ROCHESTER AVENUE. H.H. DVi fie* .0sp EiLE NO. FIL f I: PROJFCT S 1921-001 CFD 01-01\S70RY DRAIN l NOR7H TRUNK A\SHE E 77.dwg PROJECT SHEET NO. _-OF� 0100= 33 cls.s. ULTIMATE 0100= 8.0 c.f.s. U TIMATE 0100= 4.9 c.f s INTERIM Q 100= GO .f.s. 01= 12.8 c.f.s. ULTIMATE Q100= 114.5 .f.s. lz 0 131E - - - -- - - - --- -- --- -- - X31$ 127(Y .Q - t0 00 of 4 J fl A U _ Q ; N M p �f�,• , opt �h IIAJ -j ci Z t N W (A tz + N IR LL. S ' Q p ( N+ � J .}3a$ 1300----l-2-70- 7$ 12-7$ '?6�, F.S. + r TOP OF'� 4+OP o !-- Q `` Ln li CV d C:) N f : N o to CN FINISHED SURFACE, ULTIMATE H.G.L= 1262.19 a VLIIM47EH.G.L- 1259.31 YEA 1262� /,� --• � 12gf} -_ - - -- - -- -- -- - - -- -�G�128 . 5 -129$-- ---12�F� __ -124$ - -- �G - - 12€f�- �0 9h � '� � 500 •• It 100 �R N.G•�- � /. STING GROUN f eq 01 V= 5.0 ONE (1) YEAR e?S?s? - _ — _ HGL 1278.16 - -- -- - -12€� --12 5Q- - '��-6 ' 125a-- 1 2 5a-- - 128E� __ _ _ e _ - - 8 H X 9 R.C.BOX PER _ __ p SHEET 12 OF 14 TOA f 1 YEARH.G.L. \\ o o O�A. (sPROFILE SCALE ' -� RS=0.0020 FC 13 a_ 6489 L.F. OF M f --� - � �EX. 96" RCP 35.13 L.F. OF 63.14 L.F. OF VERTHORI? 1"= 40 �� 42" RCP 1800-D 6h — f _ 18 RCP 2000-D 18 RCP 2000-D IiLL R.C.BOX S= 0.0075. �.,k'� �sr it 1► 47-4 _ N _ - _ _ -- LANE A-20 LAT. " 17" LAT. "A-18" LINE ►' A 511 N fl- ' - 233.9 LF. OF 24' RCP 2400- SEE SHEET SEE SHEET 6 SEE SHEET 6 - 1 .7 F, r- 12 70 _ 1 - - -12 74- _- - - - - - - - - 2 3 4 5 6 01 CURVE DATA: a CURVE DELTA RADIUS LENGTH TANGENT a �.1 30.00'00" 45.00' 23.56' 12.06' o a CONSTRUCTION NOTES 2 42'52'44" 144.50' 108.14' 56.74' N STORM DRAIN IMPROVEMENT 16'23'58" 45.00' 12.88' 6.48' CONSTRUCT MANHOLE NO. 1 PER STD. PLAN 318 U Ln CONSTRUCT OUTLET STRUCTURE PER DETAIL ON SHEET 13 ISTD. DEBRIS RACK I CONSTRUCT 24 RCP (2400-D) 36-_ P CONSTRUCT TRANSITION STRUCTURE NO.1 PER STD. PLAN 334 I � \ CONSTRUCT 12'-4' W X 8'H R.C.BOX PER DETAIL ON SHEET 15 \ x0\ ` 0 I \�� 3 DIA. HOLES cp- I � -�- EQUAL Y SPACED 4, �O 0 ;y - \ j , r`---' r _ 1 4' THICK CONC. MAT...-� 36" 42" dr 48' C.M.P. 12 GA. A.C. DIP. - - - - ( ) - -- �, \ \ ` --� --`�-- SIZE PER PLAN. o G , J EXISTING 96"RCP S.D. PER TRACT NO. 11934, © ADD CMS CATCHBAS/iV ON Sv5/T 6-/YIpS cat's o 03 �► Qj 0. 12044, 12045 do 12046 - - - - � 3 MdS N5 -10�07/Dz. Z1/1103 R� p x1� iF N cn - - a a v 'P.Cl C. o -- - _ - v �' -�- + -�- /,\ ad�us+ ca+s}. no+¢.s - mep s-2g-cZ \ 50-'Loo rN,� o - -- -_ - - -- lie - C.L. PIPE SIZE N - ,� y E � � _- -- - - - -- 53+00 0 �' — — + - �+ttJS7 -- 5 +00 — PER PU �•, •r - _ �' DAT E � DESCRIPTION OF REVISION � k _ - - - --�- - - �- - __ � • ,� APPROVED _ - 35 sk CITY OF RANCHO CUCAMONGA i `Lx�' - N o"4,3'.19" w -- 4' &-3 1 _ DAY CRFEK BOUL=EVARD STORM DRAIN IMPROVEMENT PLAN 12 7.5 �� C.M.P. RISER / INLET DETAIL LINE 'A-5' AND 'A-20' LAT. 'A-17' AND 'A-18' Lp C141 m + N "' © N07 TO SCALE - 1, � o COMMUNITY FACILITIES DISTRICT 0 1 -0 1 gyp, LINE "A-2to011 LO ,? RpFESS/ APPROVED BY: DATE: o�-- �C 1 ,n ��_ �4 Q A �NgI F CITY ENGINEER w K - R.C.E. N0. 24953 / , 1 ~ \P c�� BENCHMARK — DESIGN RECOMMENDED IQ. so' o o' zo' - so y a SR CONN + 3 �+ NO. 10052 ELEV. 1328.180 H.H. ' 1"=40" GRAr O IC SCAL.F w No. 33922 r,, m ENGINEFW-r .LAND FLANNIN�.LAND SUMMING I SET 2 BRASS DISK IN CONC. CURB STAMPED -_ 5 * Exp. 6-30-02 * 'CfiY OF RANCHO CUCAA+aONGA BM 10052 1987' DRAWN `�',-V S"""«AR"k CAL"OM`°"'s' SHEfl Pn 66f 257:65 27—6655"8 f M I S 'fl CMI. �Q' AT NORTHEAST CORNER OF BASELINE BASELINE AND ROCHESTER H.H. F � 5 9� 1F AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF CAI BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE CHECKED R.C.E. NO. _ 33922 DRAWING No. OF ROCHESTER AVENUE. H.H. DA . FILE No / 933—D FU r1Rx+.-r5lm-Oen cso or arGsrpaare 1 waw 4s�n,: .o n 03/21/a, PROJECT SHEET NO. OF I SYM. ABOUT C/L DISTRIBUTION G BAR R C BOX LOCATION SCHEDULE BOX SECTION A A-1 STRUCTURAL NOTES: 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO REINFORCEMENT `� I DESIGN COVER 6' 8' THE CENTER OF BAR, UNLESS OTHERWISE SHOWN. BOX STATION BOX STATION SECT. SECT. WIDTH W 11'-0" 11'-0" 2. CONCRETE DIMENSIONS SHALL BE MEASURED FROM TO FROM TO HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT NOES (OR RADIALLY) TO ~ "A" 17+00.00 21+00.00 HEIGHT H 8'-00" 8'-00" CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. - • - "A-1" 21+00.00 27+00.00 TOP SLAB THICKNESS T1 9 1/2" 10-0" 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE N SIDE WALL THICKNESS T 8" 8" AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE OPTIONAL 2 REQUIREMENTS FOR REINFORCED CONCRETE-, 1983 CONST. B & B, BARS-- EDITION, SECTION 7.2. JOINT BOTTOM SLAB THICKNESS T3 11 3/4" 11 1/4" 4. PLACING OF REINFORCEMENT BARS SHALL CONFORM TO F /3"MIN. Y 3 1 2" 3 1 2" THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE CONCRETE COVER C1 BAR D BAR I \ / / REQUIREMENTS FOR REINFORCED CONCRETE-, 1983 EDITION, SECTION 7.5. I ALL LONGITUDINAL B BAR N0. & SPACING #8 � 12" #9 ® 14" BARS SHALL N 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE BARSPLACED #4®18"c.c., EXCEPT LENGTH 12 '- 1" 12'-1" STRUUCTURETMOPENNG INCHES OF MANHOLE OR JUNCTION BOTTOM FACE OF 2" TOP SLAB WHEN I B1 BAR NO. & SPACING #5 ® 12" #5 ® 14" 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND DISTRIBUTION SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF REINFORCEMENT IS BARSREQUIRED. LENGTH 6' - 9 1/2" 6'-6 1/2" CONSTRUTS CTION PERMITTED. JOIN SSHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. C BAR--\ BAR N0. & SPACING #5 013" #4 ® 11" = C ON7. EAND ONE-HALF INCHES FROMREINFORCING BARS SHALL THE CONCRETE TERMINATE LONGITUDINAL I BARS HOR. LENGTH 4'-9" 4'-5 1/2" SSURFACES TRUCTURAL ESS STHERWISE SHOWN ON THE �� BARS STRUCTURAL DESIGN CRITERIA VERT. LENGTH 8'-2 1/2" 8'-3" C2& C3 8. EXPOSED SURFACES OF CONCRETE MEMBERS SHALL BE BARS L.A.C.F.C.D. STRUCTURAL DESIGN MANUAL BAR NO. & SPACING #5 ® 13" #5 ® 11" ROUNDED OR BEVELED. 2" DATED APRIL 1982 9. NO SPLICES IN TRANSVERSE BARS REINFORCEMENT WILL LIVE LOAD C 1 HOR. LENGTH 1'-8" V-10" BE PERMITTED OTHER THAN SHOWN ON THE DRAWING BARS WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN HS 20-44 unless otherwise shown. TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL VERT. LENGTH 4'-2" 4'-2 1/Z BAR BETWEEN TRANSVERSE JOINS. SPLICES SHALL BE CONST. DEAD LOAD STAGGERED. JOINT Earth load per Marston's formula w = 110 pct BAR NO. & SPACING #4 ® 13" #4 ® 11" 10. LONGITUDINAL BARS SHALL BE LAPPED 20 BAR DIAMETERS INVERT Ku = Wu = 0.150 C " AT SPLICES. TRANSVERSE BARS SHALL BE LAPPED 30 BAR l Bd = Outside width of box plus 3 feet BARS HOR. LENGTH 4 -5 1/2 4'-5 1/2" DIAMETERS AT SPLICES. F & F1 BARS Side earth 37 psf per foot of depth VERT. LENGTH 2'-4" 2'-4 1/2" 11. LONGITUDINAL BARS SHALL BE CONTINUOUS AND Internal water pressure: 62.4 psf per foot of depth EXTENDED THROUGH ALL CONSTRUCTION JOINTS. Weight of concrete: 150 pcf BAR NO. & SPACING #4 ® 13" #4 ® 11" 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE CONSTRUCTION JOINS IN BOTH SLABS AND; ALLOWABLE STRESSES C3 HOR. LENGTH V-8 1/2" V-7 1/2" WALLS), SHALL BE PLACED AT THE ND OF EACH POUR, P f'c = 4000 psi at 28 days BARS THE LSPACING ESS THAN 10 FEET.TSHALL NOT EXCEED 50 FEET fc = 1800 psi VERT. LENGTH 2'-4" 30-1" NOR fs = 24.000 psi " 13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED n = 8 D BAR NO. & SPACING #4 ® 18 #4 ® 18" SECTIONS TRANSVERSE BARS SHALL BE PLACED RADIALLY. THE SPACING OF STRAIGHT TRANSVERSE BARS Shear and bond stresses per A.C.I. 318-63 BARS IN THE TOP AND BOTTOM SLABS SHALL BE MEASURED AT LENGTH 5-5 1/2" 9'-6 1/2" THE CENTERLINE OF CONSTRUCTION. THE SPACING OF H BARSTRAIGHT BARS AND L-BARS IN WALLS SHALL BE N F BAR NO. & SPACING #9 ® 15" #8 ® 11" MEASURED BETWEEN THE VERTICAL LEGS OF BARS. T2 W/2 BARS " " 14. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN � LENGTH 12'-1 12'-1 OF REINFORCEMENT COMPOSED OF B C C2 D F G AND H BARS SHALL BE PLACED THREE INCHES FROM THE TYPICAL RC BOX SECTION F1 BAR NO. & SPACING #6 ® 15" #5 ® 11" TRANSVERSE CONSTRUCTION JOINT. BARS 15. D BARS MAY BE SPLICED 20 BAR DIAMETERS AT THEN NOT TO SCALE LENGTH 7'-10 1/2" 7-2 1/2" LOWER LONGITUDINAL CONSTRUCTION JOINT, AT CONTRACTOR'S OPTION. G BAR NO. & SPACING #5 ® 13" #4 ® 11" 16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL T2/2T2 BARS LENGTH 5'-6" 5'-6" 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 " " H BAR N0. & SPACING #4 ® 13 #4 ® 11 BARS SHALL BE VARIED CORRESPONDING SO AS TO MAINTAIN A 30 DIAMETER LAP BETWEEN THE TWO BARS, BARSLENGTH 5-6" 5-6" THE LAPS SHALL BE BASED ON THE SMALLER BARS. > 17. CONCRETE QUANTITIES ARE BASED ON A SIX-BY-SIX INCH NUMBER OF LONGITUDINAL REINFORCEMENT #4 BARS FILLET AND STEEL QUANTITIES DO NOT INCLUDE ANY OPTIONAL SPLICES. TOP SLAB INCLUDES DISTRIBUT)ON REINFORCEMENT 18 18 18. IF WALL THICKNESS IS SIX INCHES, PLACE REINFORCEMENT AT THE CENTERLINE OF THE WALL. N BOTTOM SLAB 18 r 4" to 12" 18 SIDE WALLS 20 20 TOTAL 56 56 T2 _ T2/3 QUANTITIES CONCRETE CU. YDS. / LIN. FT. 1.20 1.23 STEEL LBS. / LIN. FT. 185.5 188.6 TOP OF WALL BASE OF WALL. JOINT LONGITUDINAL JOINT DESCRIPTION OF REVISION DATE CITY APPROVED 20 BAR CITY OF RANCHO CUCAMONGA DIAMETERS _ 2" 1" DAY CREEK BLVD. STORM DRAtN IMPROVFMFNT PLAN - - ___-- - - 1/3 LINE "A' R.C.F3OX DETAILS --� --T- -T-- _ COMMUNITY FACILITIES DISTRICT 01 -01 QVV E SS ION APPROVED BY: DATE: 1-25-15K10-17-- CITY 5T' Q�-- '9 _ . _ __ . R.C.E. N0. 24953 TRAVERSE JOINT ��o P� A 41 �� CrrY ENGINEER DESIGN SR CQ%SULTANM, WC. RECOVVNDED - Z No. 33922 HH EKINFFWK-LAND P WNr-LAND SUMY14C EY 6- 30-02 DRAWN 2,"22 RYE u"YOH K-AP, SUM Ni * Exp. * a'"1'" wnA UAWIA- CALWOMA oi-se SHE[ I CONSTRUCTION JOINT DETAILS nm MFo Fa. 25;=4577 9 _ of 15 or CA0 CHECKED (*")a+ DRAWING NO NOT TO SCALE WS 1f .�v R.C.E.FILE N0.. / 933 - D liev % tiv "I jwq PROJECT SHEET NO. OF ,04 INTERIM (TYP.3 Q100= 1263.0 c.f.s. Q100= 1243.5 c.f.s. 0100= 1203.4 c.f.s. ULTIMATE (TYP.) Q100= 1214.0 c.f.s. _ _ - 0100= 1213.4 c.f.s. Q100= 1213.1, c.f.s,vi L , i vQ .� � 0o > �i 28� _ ~ " - -- - - - _ -� - m z o N z J. + -- 2 80- 0115 + ~l '� J / 4 c; + ' yin 1 ,tp Fl HED N v 1 M� -E!� F M + + �� l� ►� M ROUGH v n SURFACE vii EXISTIN , GROUND M Li GRADED g b V_ SURFACE ado N N O C-4 z - f ` O J I -- z i ERIM H.G.L. t �' _ - w 0 t - c0.i ^ �.. -- - �27a z - -- - - __ - ,� - - - - --- � _ - - - W _ X27-0-- go N p � - ULTIMATE H-G - - - - _ - z I I co c`3 � z Via M N w \ �� I I •C' Q C ' O y Y �,� _ cf zltp -0.0070 * NLd U ` a ti ,�� i` o - 4, L-F 18lt1CcP \ti v� `tiv + (2000 D) J ---- f 00 - - - LAT -,25 �.-1260 s=o:0070 I ( �_. - _ - -- -- `-- -- � - �- -- -, 0.6876 - ld 44 -41- -_ 7 1 i 1 Q _ m U O _ _ _ - - 18` SEWER o - S 0.23'00 1 3 0 ! O `�, �! T5 2 PER -1250--+ ' • 33& - - --1-250-- !`_ L N 1210 , X 2 LAT -33 LATA-34 = J t A 4S'° 59 S 33" N Z�0`5-� 00 u- U- Z 6 24' 24 N, J �� 4. LF 18 KGP -4 J A- z o zG 1.71' 1,23 �4� ��" (2000>7�jtttt LAT W , , . �LINE A O 6 m 30� 30 �'b ^ n o � DY 30" 3 o N o o tV {, -3 f. 13 N n S 12 6 8.2G 1249,2(o e �� O " = 4'00 LF 18 RGP r i M coN uCT 12s.s7 L.F. 0 8'H x 1 'w r { ��1; r A r o M PROFILE SCALE CONSTRUCT 863.06 L . OF 8'H X 11'W R.C.BOX PER DETAIL ON SHEET 14 ( .2000 D� M R.C.B PER DETAIL ON /SHEET 14 ( O a Q N HORIZ. 1"= 40' r VERT 1" 4' 27 28 29 30 31 32LATA-310 33 34 35 _ 1 �a*�•3�• ® 3 6 4z 3 7 - A = G0 G8 i t R 33 „ Fop -k G Sq sl CONSTRUCTION NOTES .- -k s 24 �430" RCP LINE "A-8" © d '►1`,� �'3 0�� ZOO• p'$ STORM DRAIN IMPROVEMENT G - x'86' l.G3� SEE PROFILE ON SHEET 13 Wil° ° o Zt � P� 0 �� x';99 r� I CONSTRUCT JUNCTION STRUCTURE NO.\'3PER STD. PLAN 332 30 30t CONSTRUCT TRANSITION STRUCTURE NO. 2 PER STD. PLAN 335 �z s 30'' 30" , ,� S� / t S.D. CURVE DATA: ' S � 12 44. 1244.99 \. // •1 / O 20 Ig"QGP ¢j CONSTRUCT INLET STRUCTURE PER DETAIL ON SHEET N0. 13 CURVE DELTA RADIUS LENGTH TANGENT rsT T�� 6 '; \\ �„� yY, see Pip 1 CONSTRUCT 8'H X 11 W R.C.BOX PER DETAILS ON SHEET 14 1 08'02'16" 608.50' 85.36' 42.75' FUll v r(� , � \ i� se - SHT. 13 2 183340 608.50' 197.12' 99.43' F-, 1 � � __ � �.p 21 - o F� ��\ � / ],y CONSTRUCT 8'H X 10'W R.C.BOX PER DETAILS ON SHEET 14 7. 19. "G-G" STRFJ ��ti�('\ ?hr ' '33 C xy3 0�� / B CONSTRUCT 30" R.C.P. (1600-D) (p 3 47'3211 45.00 37.33' 82p P g 0 20 _. p -�4 p- -� sE�' x ° / �5� t•ATA-3o CONSTRUCT 30 R.C.P. (1800-D) 45 00'09" 45.00' 35.34 18.64 '< 5N �� r��Frt. `, o / I8 QcP Z ----- ---- -- -- - - -. -. vCwSKT- t --� CONSTRUCT MANHOLE NO. 3 PER STD. PLAN 320 PLAN prtAFr ii W .tQ ti �, \, 5 SCALE-T - 40' 2 s • 5� Ary r¢Z 0t k / G ®coNSTRLiCT I$ RGP (2000 v SHT, 13 fn RG AK �, 1 0� f / PLUG rgR DETAIL_ 064 5"'T. 9 of 0&4tjR.cH STREET Q. 20' 0 10' 20' 'w g � f / S� kpo /�p�N Z GRA.F411C SC:A1F 30" RCP LINE "A-7" �`.3t . � ,- �- ° $ �/ sl ccNSTRucT 'rRa�ilsi'rIo►l 5 i trtucTU�+CE Ko. 3 I : 1"=AO' Q o SEE PROFILE ON SHEET 13 �o1' - " �C P�,•3�' l� / �'✓ /i, 21 coKSTRuc,T 24 acP ( t2oo v - F 6 LATA 3I x 1 o - - _ -- _ _ - -- ---- - - - - - -- - se-c P�ta7��LE - oX == � / S SR��5 `� �' " 8 p , cn - -- ------ - M !3 --- - -- --- - _ TOP �F QF �V ',_ �� i W - - Z .�t�7. - - - ly / mac,; - - / / 44 EC 1� FU URE _ o /$ D6i y.ev•e H Ij _ EL 1 �� �� ;a jil 01r O 0 ® ADD LAT A-2S T1•F2os�H A-�-MDSConls'IofoT 211�103 �R v ------- - - 0 _ -+rf� ------ It�Rcl�C.t E s=iu gee r - c' �, o 't 4.2 a J,S Go•►s notc5 - rhep s-29-07 .j. Q - - ,�-_ - ;- - - - - - - - i � Z 9 4( o W 38'4 E 29+00 8 �+ x i 1'w [.Box 30+00 - 31+ - - - 15" SEWER_ - C 33 oQ _ 00 �''O DATE APPROVED 1 R ---� oo DESCRIPTION N F REVISION -- - --- I 32+00 4- i k C� 3l3 , _ �t I --- CITY OF RANCHO CUCAMONGA 20 A-18 .oma _ 18� RGP _ t ' ( - it '=-f 5 PR�oF •y �.s s QVV L) 04,/ DAY CREEK BLVD. - OFFSITE �- lc`O A. 41 fie. 2 LICE tl-2,3 �- - _ y ® F c seeFR _ - _ 20 13 a :� 'f°vL-`� j, \\ �` ��y�;' STORM GRAIN IMPROVEMENT PLAN Q r �� 10 I$ Re,? L I n1E A-27 W 4) 1.1I-9SO� _ t• z It ,,� No. 33922 ,�-, , Q N ri p Q SEE I0K O F l L_e � II A (U � O G `� Z N1✓2t'cOnl uj Q b * Exp. 6-30-02 * LINE A o y•0�.•� $ <4� ; N o J " q 3 ���lF c'�'� COMMUNITY FACILITIES DISTRICT 01 -01 o o. a - Q z a +• �L E r0. U b g V" �Y I- 0 W O APPROVED BY _ DATE: �, FUTURE ` /,,- 24953 O Op °91 0 _ 11 J J U Z 42 '� oO CRY ENGINEER �.0/� L � - - - R.C.E. N0. �l F_, F, STREET o o� BENCHMARK - DESIGN RECOMMENDED a _ t- a rn 3R CC TANTS, NC. eir J e g `t °' o a p K NO. 10052 ELEV. 1328.180 H.H. MIND _ �N •UN[+ PUNNlN(:•LAN6 $UP.VC- / © N 33 '' $ Qo. oho o p Q ® z, 3 SET 2' BRASS DISK IN CONC. CURB STAMPED " DRAWN Lbam +e+�*av75 - ___ C + O + O Q �sAPrt�aArmA. cuJFOfM u5 SHE[1 y. CITY OF RANCHO CUCAMONGA BM 10052 1987 . : 6611) Zg,-6570 � ~ $ 4 0 + � o AT NORTHEAST CORNER OF BASELINE AND ROCHESTER H.H. F.> : ��+) 257- 577 10 o v M 0 `'ti ;z= AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF 3 ro 33 BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE CHECKED R.C.E. NO. _ 33922 DRAWING NO 33 33 _ 33 OF ROCHESTER AVENUE. H.H. DAT[ Va*v-ev FILE NO. S 33-D L lll't Ri�JECTS\92?-001 CFD 01-01\STORM DRAIN\NOR1H TRUNK A\SHEET4.dwg N.H. 08/21/01 PROJECT SHEET NO. /O OF� INTERIM TYP. Q100= 1203.4 c.f.s. 0100= 1152.9 c.f.s. ULTIMATE TYP. Q10o= 1213.1 c.f.s. 0100= 1152.9 c.f.s. i - 2 © — - - --- -- - - -- ttz 129 �' � N SU R i=ce►GE U (> Z = t. m W � - O) � -I J -j to U U U M � oIt + + 0 Oo O,o � M M I I G � 5 -�- 1270 ROUGH GRADE SURFAUCE, FINISHED SU FACE HTERIM H N 2 8 0- ----- - - --- -- — -- - -- - -- — �— - - -- - -------- - o�---12$f - - T . Q EXISTING GROUND - - - - - - - - - - - � ------ - to � — - - - - - _ LAT N Ld _ -:- � ,• J W Z w �2� �. oe y, y � Ld �6 4.00LIr 24 Rc 10 a 0 00 4 ATE H.G.L! — — a Re�,4 ��. Z ( 2 oOoD) _ + N oo L 24 r'C�P �! r uLTtM - - - v c W o N o 0 0 4. F W . --127 } -- -- -- - -- - -1 - �� - - ��-- _ 1270 __ cZo�oD � - Av ��• S= 0.0070 S= 0.0070 O O �ti FINISH D O p S U R FArG E O O ( � x t �� doo 00 2 , o _ 26 y .1 it 18 SEWER _ – °D 7� --- t x x y x = T.S. NO. 2 PER ¢� OD 10 STD. PL LINE 03 L A A -36 0 0 1'llr E 't 1•b �� IL .4 cl Z z �. o w W 3 ie o G] n J a N J 0O1. M U N L AT A -3S v ^ '� PROFILE SCALE CONSTRUCT 350. 3 L.F. OF 8'H X 10-W R.C.BOX PER DETAIL ON SHEET 14 t g CONSTRUCT 640.09 L.F. OF 8'H X 9'W R.C.BOX P DETAIL ON SHEET 14 0 ^ o o HORIZ. 1"= 40' N N VE " o RT. 1 - 4 -_ - 1 - _ _ _ - ---- -- -I -- --- - -- -- - - - 1- -- - - - -- - - - 1 --- - - - - -- - 0 o - 37 38 39 40 41 42 43 44 45 46 N 47 4,00L F 18Rc-P S.D. CURVE DATA: CONSTRUCTION NOtES _ ZOOOD) CURVE DELTA RADIUS LENGTH TANGENT = STORM DRAIN IMPROVEMENT 23'49'37" 90.00' 37.43' 18.99' N © 10'43'29" 135.00' 25.27' 12.67' W CONSTRUCT TRANSITION STRUCTURE NO.2 PER STD. PLAN 335 © 45'00'09" 45.00' 35.34' 18.64' uj3� U7 CONSTRUCT JUNCTION STRUCTURE NO.1 PER STD. PLAN 330 W 39 CONSTRUCT MANHOLE NO. 3 PER STD. PLAN 320 / 47 CONSTRUCT INLET STRUCTURE PER DETAIL ON SHEET 13 1 GRADE 2$ CONSTRUCT 8'H X 10'W R.C.BOX PER DETAIL ON SHEET 14 - - _ CONSTRUCT 8'H X 9'W R.C.BOX PER DETAIL ON SHEET 14 20 Ips Rcv LAT A- 3S 00 See -� — ' -- - - - - - — - - - - - - I Z CONS ULT 3�" RCP CIISOO- Dl R — — — — - . i - - — � � - 1 a �_ 3 Q �o coN STR UGT 1 s IZG P ( 2 0 0 o D � -- O 3Q� 42 PLUG PER DEONTAIL. oSHT. 9 of GHURGH ST. - O 0 - i a, l ` 41 �_ - 7� -1- 51 GoNBTRUGT TRANSITioN STKUC-TURE NO-3 AIL / % 6" RCP LINE "A-9" SEE / o� 3 RAEo PROFILE ON SHEET NO. 13 / / 46+00 c D - - 0 w — o f u c eTet) P -SeA- TA,--j �- — - - — - - - - - - - - fit" — _ z1i� 03 SRN 1- I 24 z I-' 20 RMP LAT 436 00 R C - - - - - Sep- IRo¢i E - / 44+ H X 9 W p g ADD LATS A - 35- > 36 - Mr�S coAx.- /o%alo2. G _ _ _ - - - - - - - - - - - - _ — B 03sRH 42.86 "' D � - " _i N 7T4� 5� E I a v con . n as -w,�p ell p �� / _ y 3: x .e 4 E,NO 34 1"'°f 43+00 +� a�d n 2 0 / vly 15 SEWER 1 rn DESCRIPTION OF REVISION DATE APPROVED — '«--- 42-+00 — � -3� N �� �- 1 � � 88'3 26"E N 8 1' i C' 8'3 26"E Z / CITY OF RANCHO CUCAMONGA x 1 c 'W R C.BOX / 81 x 9'WR. .BOX o oQROF AssioNgl CLAY CREEK BLVD. — OEERfTE z 11 \ ui o o , , �����P� �`��^�? STORM DRAIN IMPROVEIVA " PLAN t� 4— e. ♦ + c� 3 N m >r— N O A / \ w No. 33922 \�� M J ` 1 4 3 ' ` ._ * Exp. 6-30-02 yv / / U / (D CID < --� 4 p s * LINE A �A- 0 to • + E ��'` yr 9� COMMUNITY FACILITIES DISTRICT 0 1 -0 1 A- �\ \ + Z t Q O` CAO \ APPROVED BY: - DATE: -37Q O� 4953� EER R.C.E. N0. 2 ET .1 j CY ENGIN FUTURE STZao I4 BENCHMARK DESIGN RECOMMENDEDoo 1w o PLAN N0. 10052 ELEV. 1328.180 H.H. R CON%LTAN3NC. EWINEEMN' •LAND PEANNN1 -LAND SMVINIG I A � � �� N o0 p 42 , ecAm T - 40' SET 2 BRASS DISK IN CONC. CURB STAMPED _ — -_ "CITY OF RANCHO CUCAMONGA BM 10052 1987" DRAWN .f'•�• SAKTA C`"'"°" "°"°. � z°' 0 to 18 i• y, Q 40' 20' 0 10' 20' 40' ��1F" ,�`se ) � �ri+sss SHEfI c 1.13 1.6'7 10 3 - AT NORTHEAST CORNER OF BASELINE AND ROCHESTER H.H. ! ) 11 or _ 15 0, 36" 36" 0 0 1'=40' cRAPFIIC SCAJ AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF pt 3L" 36 SI BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE cHE cKE D � .. R.C.E. NO. _ 33922 DRAWING No. OF ROCHESTER AVENUE. H.H. ',"E albefeviv FILE NO. /S3,3-T) FILE I:\PROJECTS\922-001 CFD 01-01\STORM DRAIN\NORTH TRUNK A\SHEE-T5.dwg H.H. M--23-01 PROJECT SHEET NO. OF__(p4 INTERIM Q100= 1152.9 c.f.s. ULTIMATE Q100= 1152.9 c.f.s. W Q _ X N = a � e - V LL - ---- - 3 - Z - - - 0 + _ \ U ui rn z �1 Z A v 3 X XISTING GROUND �� III Lli °°04 Ld � N m Z N wLO + N F NISHED SURFACE o III _ + o i + Z / S o. 300 V) co Cil Q III LA1�-3 7 Z +' _ - - �I ROUGH _ -G DE SURFACE — ' 29E� EXIST. H WALL & WING WALL ��� TO BE REMOVED I � -� m � 1 TE H.G.L. � _ � ' � � � .G L. _I I 9h- < IZ 70 M INTERIM H. UL MA _ _ I f -�- uLTIMA�H I �e T– —t _ I I o I _ 1, + hM O L 8 ICG 10 r -- \* � �• 6, N '1• " 4,00 F J — — _ .� I 0 — Q� F� (ZboO D> — / II --128x} - - - I - r _y� _ -�g"F�oa �� - - , ! - 2€�0— — -- — -- I . t � Arco 24 P LINE "'A-20* SEE SHEET 8 OF DAY CREEK BLVD. �EX•� LU 0.00750 ,? EXISTING 96"RCP D. PER TRACT NO. 11924, S �s 12044, 12045 & 112046 S� 0.00750 i c -127G--_____ -- _ _- -__- _--_ -_ _ - _ � _ _ 270_ _ _ L/\ >� CONTRACTOR TO FAL 0 3 t T.S. No. 1 PER PRIOR TO CONSTRUCTION f �F� STD. PL 334 q 1970 IL CONSTRUCT 0 LF. 8'H X 12'-4'W LL tt » R.C.BOX PER DETAIL ON SHEET 15 O' I 0 N ``, L A X �. 0 Z \, o =' N PROFILE SCALE 0 CONSTRUCT 578.70 LF. F 8'H X 9'W R.C.BOX PER D L ON SHEET 14 ' ' � lo. 2 LF 18''Rcr � HORIZ. 1 0= 40' . 0 o oD w . �2 6� _ _ - - — - �2 GCS----- �--- VERT. 1 4 47 48 49 50 51 52 53 54 55 56 57 P CONSTRUCTION NOTES UNE + 47+03 / S.D. CURVE DX�TA. I % t STORM DRAIN IMPROVEMENT 0.00 MATCH o / I / CURVE DELTA RADIU LENGTH TANGENT I 1 CONSTRUCT MANHOLE N0. 3 PER STD. PLAN 320 47+0 % *� \ I - 0l 36'38'29" 135.00' 86.33' 44.70' j ,I / gq) CONSTRUCT TRANSf110N STRUCTURE N0.1 PER STD. PLAN 334 SEE SNE 42'52'44" 13500' 101.03' 53.01' f i \ 1 ® 3 CONSTRUCT 8'H X 9W R.C. BOX PER DETAIL ON SHEET 14 I REMOVE EXISTING OUTLET STRUCTURE PER TRACT NO. 11934, 9 � T « 12044, 12045, do 12046 SCAJOIN PROPOSED S.D. BY SAWCUTING EXIST 960 RCP, EXTEND � 7 �- I /, MIN. 18 #5 DOWELS BOTH SIDES 012 O.C. 3 C 1 40', 20� 0 110 20 40 \ } - 3 I , I / ® CONSTRUCT 8'H X 12'-4*R.C. BOX PER DETAIL ON SHEET 15 1�=40' GkA�',iIC• SCALE I �' \ \ x0 / r'/ ? I , —/ 1 3d CONsTRuG7 JUNGTIoy ST RUGTIIIC� m0.3 rER GlTY STD.332 7.� to GoN STR.uc-T 18 K.GP4 A3 t000 D x -+- 9� / �\ / Q ( SIL pLU6 PER DETAlt— ori $HT 9 of GHURGH ST. ° h h VIC RIA = PAK4 NE _ - 0 _ U i �— EXIST SEWER v — �' - JS. - 10107102— + o O 1oZ_ + ®ADD �.A►T A- 37 4 39 —A4P5 GOA 1 7 t/n/o3 /7 A. ry c� I O0 i R � i G - 0 - - -,- +0 53+Qb ! ( + ------ — - DESCRIPTION OF REVISION DATE APPROVED o _ 5 +00 i 8 H X 9 W R.C.BOX N 01'43'16'W xo 2 - -- - -i---- - - -- --- - - -- _ - -- ---- - --- - - - -- - -I _ J- - --. - _ - CITY OF RANCHO DNGA ��x -- - - X X N G 3 DAY CREEK BLVD. -- OFFStTB - - �� _ - m m z STORM DRAIN IMPRINT PLAN - �� O J w — f1 / I I w r I --T �\ LINE A 00 24"RCP LINE _�4 -LOWFEOW PIPE TOW ND SEE N �Z PLAN N6 PROF]L ON SHEET NO.8 OF DAY REEK BLVD. " x a '� ►� l _ ---- COMMUNITY FACILITIES DISTRICT O l -O 1 �� ' 1= I'•0 Y ! ', - f�� o oo Z Rpf ESS/ APPROVED BY: DATE: IZ 0�_ a o ,� W m -- --- - Q Q j CITY ENGINEER -- -- - - R.C.E. N0. _ 24953 J 0 W 6 °' M BENCHMARK - �a A. / q. - 4 �� o w Z -r rn ��, DESIGN SR TAI�T':3, IVC. RE COMME NDE D 0 - J ^ W c� a_o z NO. 10052 ELEV. 1328.180 z H. -__ - . ^ �. °° m ^o m + N SET 2w BRASS DISK IN CONC. CURB STAMPED w No. 33922 rr, H H EnciNEtm c�una vu►+rmac.uNa wRr�r�►�c ` 4 + o ad ►� O *CITY OF RANCHO CUCAMONGA BM 10052 19870 Ex 6-30-02 DRAWN � �' "'� �"'"°" "°�°' stixrE �°` / G X p. wrr� UAIM�. CALFORMA !1355 SHE[1 PWww : 1, 257-6370 -. W 0 i C14zd N 1E Lr) �`� Z AT NORTHEAST CORNER OF BASELINE AND ROCHESTER Sl CIV1� �Q ; 12 or 15 H.H. Fa. 66i 257-6577 p .n AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF q� - - - - SO BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE OF CAS CHECKED R.C.E. NO. 33922 DRAWING NO. } 42 I p I OF ROCHESTER AVENUE. H.H. �.;. , y„&#.w FILE NO. 1833- D bl_ Lec�l FILE I:\PROJECTS\922-001 CFD 01-01\STORM DRAIN\NORTH TRUNK A\SHEET6.dwg PROJECT SHEET NO. 17, OFL4- r •� INTERN 0100= 54129(Y .7 c.f s. INTERIM Q100= 55.1 c.fs. INTERIM Q100= 21.5 c.f& _ , z ( o tp r U U ♦ Q` + ` U W �+ / r S SOI 25r*W 4` •lc o W o 4 N V •moi S^ W = O • W00 Q N • c Ci L I _- _ _ } _ - _ _ —�a�_ o �� v� � 78.5 $ ^ X N t 1 F 1278.7 ci i, a♦ .� a, F 5. o w ; �. 5 0 _ �h o u —I 260 . WTERIAI H.G.L.= 1275.38 IV H.G. N ! / 4. v , 127 p F.S N �, O <r Ix o LAT A - 28 V � N o � ; 4 - 42 P. - f h SEE DETAIL1271.90--,\%, SEE ET DETAIL �0 r h ANTERIM H.G.L.- ( 12 7 0 — O O d' R N /' ON i S -- 4.oo LF 18 RcP O - LP 1s Q- 12 /'� (1600 D) os)Q �� 5.0. �� - -- - - - ---INTERIM-H.G.L.= 1269.74 - L IL �' 127 F.S. - - — --- ♦ n - -- - - --- - 1 J g s O °� j at N 36" c SEE 1 T DETAIL . � God F� •)A .�.'►� � ,�, F1NIS ED 500-FAC-6 b 10 Ioe to v; trJ�T►K 'F LF 3vf � 'PITI4 `4 t+ � 0 �10� 1 00 ,8� �G8• N C1fe�o� I to I� li (l J "' I C����� 1 • �SO p� 4 �. o, 1 .� Ir�s7rw. f - # C'�a _ -- -- ---- -- ----- _ � -- - -- - - -- - - -- - - - - - - —- ---- -- --#2 sa- 04 --- - � 1 -- AT A - 29 � Ill, g. ti�4� o to � o ° '� o, ' *o �► a gig• - - R ,,��� LAT + R o I + °o ,a , 4b�00_ , etLu 0 LL 1149 L F. 0 36" RCP (1800-D) `� _ 'tA "� x}7.5,2 LF. OF 30" P " 91'Jf. LF. 30' ( 600 I •- t - /` _ ti Q 0 lel I 4��L.1: F L.AT / � i O J LAT. 7 9 t1 11 i tl II 4 i` �. PROFILE SCALE $ LA 1 . - LAT. A-8 LAT. A= N o oh L r- 18 RGP +' f N 'r 0 �. ° � � HORIZ. 1 - 40 N + C 2coo v) SEE PLAN ON SHEET 11 SEE PLAN ON SHEET 10 -_- -- _--- _ _-- -___- �EE PLAN ON SHEET 10 VERT. 1 = 4' 125a 3 I 4.2occ v4'RcP 4,00 LF 24Rc.P (2000 0) 6' a 2 6' CL INSTALL 5' CHAIN LINK FENCE PER W �► INSTALL 5' CHAIN LINK FENCE PER STD. PLAN 607 J iN y.0(,,ssy STD. PLAN 607 /STD. DEBRIS RACK -E " 8" - FINISHED GROUND -------36! 12" �o ��, " Q =' #4 BARS ®12" C.C. 8 Q� 4 (BOTH FACES) BARS OF NEAR FACE BOND INTO SIDEWALLS 12" �3" DIA HOLES Cf C r F 8" " " #4 BARS X12"C.C.(BOTH FACES) #4 BARS 012"C.C.(BOTH FACES) A A -�- EQUALY SPACED A" BARS OF FAR FACE BOND o, INTO APRON 12" #4 BARS 012"C.C. (BOTH FACES) o/ �'� 2% �t` , - - 40 20 0 10. 20' 40' T- BARS OF FAR FACE BOND O � r �_- , 4" 1 _ 1 1 2' INTO APRON 12" co CL R. 1275.2 1'=40` GRA �;�c SCALF _ 24" R.C.P. "� _ TOP OF WALL - -r -:• , ¢ -- 4" THICK CONC. MAT. 36- OR 42' C.M.P. (12 GA. A.C. DIP.) --- - - - - - 24" R.C.P. I l+1.- orn _ - I 1274.21 SIZE PER PLAN. - -�- - - (� QQ INV. #4 BARS X12" ^ — — — — 'h41► .06. 3 _ � � -� �// 03 V� 18" 00 BOTH WAYS 12_74.2 QAPP ivRaF=i -ES A-Z9 10 32 �tEv LAT A-� Tb ��lOf dR x F.L. a a P.C.C. I c o rmcd v- load --o 6v%vi(LL,) 10.-+ -a llr� - c,'� - ;- _ 0 P it a.p_ �9 X PIPE SIZE { _ _ _ °. .,. C.L. PER PLAN. ►o'° - - oo DESCRIPTION OF REVISION DATE APPROVED CITY O� RANCHO CUCAMONGA �x 4 #4 BARS 12" ~' 4" FILLET - Qv ' #4 BARS ®12" [SAY CREEK BLVD. — OFFSITE- BOTH WAYS 3 1/2, STORM DRAIN IMPROVFMFNT PLAN PLAN- A — A - CLR C.M.P. RISER / INLET DETAIL N.1.S. �8 _( NOT TO SCALE N.T.S. COMMUNITY FACILITIES DISTRICT 0 -01 RDFESSIp APPROVED BY: _ DATE: S D Oe Nq/ CITY ENGINEER �G�L - R.C.E. NO. 24953 > >A - 20 " - DESIGN RE C:OVIVE NDE U 0 UTLET STRUCTURE D ETAI L LINE BENCHMARK SR CONSULTAKM � N0. 10052 ELEV. 1328.180 _ - HH eNcla!e�Nc•unu PLANNING•uno wavcnNc � No. 33922 SET 2" BRASS DISK IN CONC. CURB STAMPED _ Exp. 6-30-02 'CITY OF RANCHO CUCAMONGA BM 10052 1987 DRAWN a I°:u.�ti SANTA"C S"k C •0"0, surrE �' * * none ?se �siMs�O1sss SHEEI FG, �1 237 65" nr 15 AT NORTHEAST CORNER OF BASELINE AND ROCHESTER 13 Jl9� C(V11 �Q AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF HH OF CA��F BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE CHECKED R.C.E. NO. 33922 DRAWING NO. OF ROCHESTER AVENUE. HH DATE ����.�`, FILE NO �33"D ME r.\PROJEcrs\e22-001 OFD 01-01\S"M 0RkW\NDMH Pana A\SHMII.dn PROJECT SHEET NO. 13 OF (C4- H.N. 08/20/01 SYM. ABOUT C/L „ „ „ "A- „ „ DDISTRIBUTION : I L G BAR R C BOX LOCATION SCHEDULE BOX SECTION A A-1 A-2„ A-3 A-4 A-- 5 STRUCTURAL NOTES: REINFORCEMENT1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO l THE CENTER OF BR, UNLESS OTHERWISE SHOWN. N DESIGN COVER 10' 8' 8' 4' 10' 10' BOX STATION BOX STATION - - -� WIDTH W 11'-0" 11'-0" 10'-0 9'-0" 9 -0 12P-4" 2. CONCRETE DIMENSIONS SHALL BE MEASURED SECT. FROM TO SECT. FROM TO HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND » » 8 -0» 8 -0» 8 -0» 8 -0„ PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO "A" 27+00.00 28+00.00 HEIGHT H 8 -0 8 -0 CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS • _ • OTHERWISE SHOWN. -- - - TOP SLAB THICKNESS T 12 " 10 3/4" 10" 8" 10 1/2" 13 1/4" "A-1" 28+00.00 35+63.00 1 3. ALL BR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE OPTIONAL N "A-2" 35+73.00 40+50.00 SIDE WALL THICKNESS T2 8 3/4" 8 1/4- 8" 8" 8" 9 1/4" REQUIREMENTS FOR REINFORCED CONCRETE", 1983 CONST.- �---` B BARS- EDITION, SECTION 7.2.& B , BARSBOTTOM SLAB THICKNESS T 12 3/4" 12" 11" 9" 11 1/4" 14" JOINT "A-3" 40+60.00 48+50.00 3 4. PLACING OF REINFORCEMENT BARS SHALL CONFORM TO I "A- " CONCRETE COVER 3„MIN. Y 3 1/2- 3 112- 3 112" 3 1/2" 3 112- 3 1/2" THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE C,BAR D BAR 4 48+50.00 53+08.00 / / / / / / REQUIREMENTS FOR REINFORCED CONCRETE", 1983 ALL LONGITUDINAL B BAR NO. & SPACING #9 ® 12" #7 ® 8" #7 ® 9" #8 ® 19" #9 ® 15" #9 ® 11" EDITION, SECTION 7.5. BARS SHALL BE "A-5" 52+78.00 52+88.00 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE #4018"c.c., EXCEPT BARS LENGTH 12 -2 1 2 12 -1 1 2 11 -1 10 -i 10 -1 13 -7 1 2 PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION BOTTOM FACE OF / " / " " " " / " STRUCTURE OPENINGS. TOP SL AB WHENI » " » 61 BAR N 0. & SPACING #5 ® 12 #4 ® 8 #4 ® 9 #6 ® 19 #5 ® 15 #5 ® 11 6. TRANSVERSE CONSTRUCTION JOINTS IN WAILS AND DISTRIBUTION SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF REINFORCEMENT IS BARS LENGTH 6'-10 112" 6'-10 1 2" 6'-3 1 2" " 9 " , » JOINTS WILL BE PERMITTED. TRANSVERSE REQUIRED. / / / 6 -5 5 -9 7 -10 CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO C BAR THE CENTERLINE OF CONSTRUCTION. BAR NO. & SPACING #4 ® 13" #4 ® 12" #4 ® 13" #4 ® 11" #4 ® 14" #4 ® 12" 7. THE TRANSVERSE REINFORCING BARS SHALL TERMINATE = C » " " " ONE AND ONE-HALF INCHES FROM THE CONCRETE - LONGITUDINAL l NOR. LENGTH 4'-6 1/2 4 - 6» 4„-3 1/2 3 -11 1/2 3 -11 1/2 4 -11 SURFACES UNLESS OTHERWISE SHOWN ON THE BARS BARS STRUCTURAL DETAILS. BARSSTRUCTURALSTRUCTURAL DESIGN CRITERIA VERT. LENGTH 8'-5" 8'-4" 8'-3" 8'-1" s'-3 1/2" 8'-6 1/2 8. EXPOSED SURFACES OF CONCRETE MEMBERS SHALL BE _ 2" L.A.C.F.C.D. STRUCTURAL DESIGN MANUAL BAR N0. & SPACING #5 ® 13" #5 ® 13" #5 ® 13" #4 0 11" #5 ® 14" #5 ® 12" ROUNDED OR BEVELED. DATED APRIL 1982 C 1 9. NO SPLICES IN TRANSVERSE BARS REINFORCEMENT WILL l HOR. LENGTH 1'-1 1/20 1'-10" 1'-9" V-6 1/2" V-8 1/2" 2'-1 112" BE PERMITTED OTHER THAN SHOWN ON THE DRAWING BARS WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN LIVE LOAD " TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL CONST. HS 20-44 unless otherwise shown. VERT. LENGTH 3'-6 1/2" 4'-3 1/2 3'-9 1/2 4 -4 2'-6 5'-6" BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE JOINTSTAGGERED. INVERT DEAD LOAD BAR NO. & SPACING #4 ® 13" #4 ® 12" #4 ® 13" #5 ® 11" #4 ® 14" #4 ® 12" 10. LONGITUDINAL BARS SHALL BE LAPPED 20 BAR DIAMETERS Earth load per Marstons formula w = 110 pcf C2 NOR. LENGTH 4'-6 1 2" 4'- 6" 4'-2 1 2" 3,-6» 3'-11 1 2" 4'-11" AT SPLICES. TRANSVERSE BARS MALL BE LAPPED 30 BAR Ku = Wu = 0.150 BARS / / / DIAMETERS AT SPLICES. F & FBARS Bd = Outside width of box plus 3 feet VERT. LENGTH 2'-6" 2'-5" 2'-4 1/2" 2'-2" 2'-4 1/2- 2'-7" 11. LONGITUDINAL BARS SHALL BE CONTINUOUS AND � Side earth 37 psf per foot of depth EXTENDED THROUGH ALL CONSTRUCTION JOINTS. - --- Internal water pressure: 62.4 psf per foot of depth BAR NO. & SPACING #5 ® 13" #4 ® 12" #4 ® 13" - #4 ® 14" #5 ® 12" 12. UNLESS OTHERWISE SHOWN ON THE DRAWNGS, I Weight of concrete: 150 pcf C3 TRANSVERSE CONSTRUCTION JOINTS (IN BOTH SLABS AND HOR. LENGTH 1'-10 1/2" 1'-8 1/2" V-8 1/2" - 1'-8" 2'-1/2" WALLS), SHALL BE PLACED AT THE END OF EACH POUR, ALLOWABLE STRESSES BARS BUT THE SPACING THEREOF SHALL NOT EXCEED 50 FEET VERT. LENGTH 3'-0" 3'-2" 2'-10" - 2'-5" 5'-6 112- NOR BE LESS THAN 10 FEET. f'c = 4000 psi at 28 days 13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED fc = 1800 psi D BAR NO. & SPACING #4 ® 18" #4 ® 18" #4 ® 18" #4 ® 18" #4 ® 18" #4 ® 18" SECTIONS TRANSVERSE BARS SHALL BE PLACED fs = 24.000 psi RADIALLY. THE SPACING OF STRAIGHT TRANSVERSE BARS N n = 8 BARS » » » » » IN THE TOP AND BOTTOM SLABS SHALL BE MEASURED AT Shear and bond stresses per A.C.I. 318-63 LENGTH 9,-10" 9'-2 112" 9'- 6 9'-2 9'-6 1/2 10'- 1/2 THE CENTERLINE OF CONSTRUCTION. THE SPACING OF H BAR STRAIGHT BARS AND L-BARS IN WALLS SHALL BE F BAR NO. & SPACING #9 ® 110 #9 ® 12" #8 ® 11" #7 ® 12" #9 ® 13" #9 ® 10" MEASURED BETWEEN THE VERTICAL LEGS OF BARS, W�2 BARS LENGTH 12'-2 1 2" 12'-1 1 2" 11'-1" 10'-1" 10'-1" 13'-7 1 2 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 TYPICAL RC BOX SECTION F1 BAR NO. & SPACING #5 ® 11" #5 ® 12" #5 ® 11" #4 ® 12" #4 0 13" #5 ® 10" TRANSVERSE CONSTRUCTION JOINT. 15. D BARS MAY BE SPLICED 20 BAR DIAMETERS AT THEN NOT TO SCALE BARS LENGTH 7'-3" 7'-3 1/2" 6'-11 1/2' 5-11 1/2" 5-8 112" 8'-1 112" LOWER LONGITUDINAL CONSTRUCTION JOINT, AT CONTRACTOR'S OPTION. G BAR NO. & SPACING #4 ® 13" #4 ® 12" - #4 ® 11" #4 ® 14" #4 ® 12" 16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL T2/2 T2LENGTH OF C AND BARS LENGTH 5'-6" 5'-6" - 4'-6" 4'-6" 6'-2" NCH STARTER WALL.2 IFTHEHEIGHS BEEN TLOFLTH CALCULATED RTERFOUR WALL IS VARIED, THE VERTICAL LENGTH OF THE C AND C2 H BAR NO. & SPACING #4 ® 13 4 ® 12" #4 ® 13" - #4 ® 14" #4 ® 12" BARS SHALL BE VARIED CORRESPONDING SO AS TO MAINTAIN A 30 DIAMETER LAP BETWEEN THE TWO BARS. BARS LENGTH 5'-6" 5'-6" 5-0" - 4'-6" 6'-2" THE LAPS SHALL BE BASED ON THE SMALLER BARS. NUMBER O F LONGITUDINAL REINFORCEMENT #4 BARS 17. CONCRETE QUANTITIES ARE BASED ON A SIX-BY-SIX INCH FlI.I.ET AND STEEL QUANTITIES DO NOT INCLUDE ANY OPTIONAL SPLICES. TOP SLAB INCLUDES DISTRIBUTION REINFORCEMENT 19 19 16 16 16 21 18. IF WALL THICKNESS IS SIX INCHES, PLACE BOTTOM SLAB 19 lg 17 16 16 21 REINFORCEMENT AT THE CENTERLINE OF THE WALL. 4" t0 12" 4" to 6" SIDE WALLS 20 20 20 20 20 20 TOTAL 58 58 53 52 52 62 T2 __ T2,3 QUANTITIES CONCRETE CU. YDS. / LIN. FT. 1.41 1.30 1.16 0.96 1.11 1.65 TOP OF WALL BASE- OF-WALL-JOINT STEEL LBS. / LIN. FT. 200.2 192.6 162.7 132.4 148.4 242.8 LONGITUDINAL _JOINT CITY DESCRIPTION OF REVISION DATE APPROVED 20 BAR DIAMETERS 2„ AMONCA 1" DAY CREEK BLVD. - OEEStTE STORM DRAIN IMPROVEWNT PLAN LINE "A" R.C.BOX DETAILS COMMUNITY FACILITIES DISTRICT 0 1 -0 1 APPROVED BY: DATE: C5Dom' QESS/ON CRY ENGINEER _ R.C.E. NO. 24953 TRAVERSE JOINT ��P!! A 41, �� DESIGN REcoM►rENDED HH SR CONSULTANM IVC. C7 3 rrir - - - ENGINES-RN -LAND."NP C• LAND SURVEYING rri - - L,j No. 33922 r, MD_ YE CANYON RMP. SUM z0 ExP -02 DRAWN SANTARYE CANYON ,, s+ sNE Pholo (� o MFO Fc257-6577 14 OE 15CONSTRCT ON JOINT DETAILS CIv1` or CAS\F CHECKED A^ R.C.E. NO. 33922 DRAWING NO NOT TO SCALE _ ws Dk', 4164b►.•* FILE No /833-D M . + .�k F JA Ig PROJECT SHEET NO. _�_OF_ 604_ CONSTRUCT 8'H X 12'-4V . e R.C.BOX PER DETAIL SHEET 14 \ REMOVE EXISTING OUTLET STRUCTURE d [3 JJ JJ OO Q�, I O O O C e n C T'z+c c6 c6 N N N �"� \ \ N d 0 CONSTRUCT REMOVABLE TRASH RACK 2' 6" 10 9'-0" _ PER P-4AU i Fr W;: - d ao jC.ITY STD. 312 C.L. EXIST. 96" RCP ° THE PIER FOLLOW THE SAME ° REINFORCED AND SPACING z o AS THE SIDE WALLS 4CONC. LIP ° 1 Z NIID 1 ! D 24,. RCP _ -- -- -- - - w C.L. _ CONSTRUCT TRANSITION STRUCTURE PER STD. PLAN 334 CONSTRUCT 8'H X 12'-4V / SEC *JJ JJ ' J R.C.BOX PER DETAIL SHEET 14 STA. 52+78. 70 TO STA. 52+88. 70 PLAN N.T.S. O N.T.S. DO .- O C+ GAL NIZED PLATE 28" _- , - , " 1/2" X 6" BOLT WITH O Op REMOVE EXISTING OUTLET STRUCTURE 4 4 4 g , 4 4 jj�2 NUTS AT COR SOF PLATE O�p� 00 4 4 cD d 1/2" + CN V-,#4 \#4 GALVANIZED BAR EL DED ® 4- O.C. (TYP.) TOP AND BOTT PLATE _ 8" 3'-6"H PIE 1/2" X 6" BOLTS WITH NUTS AT CORNERS OF PLATE 9'W X 8'H R.C.B0X CONTRACTOR TO VERIFY PRIOR _ CONSTRUCT TRANSITION STRUCTURE PER TO CONSTRUCTION STD. PLAN 334 / -- ------- -- -- - ----- - �9,)�� 4' �,� #4 GALVANIZED BAR WELDED 0 LOW FLOW �24" RCP � C.L. 24" RCP -�-- I 4" CONC. UP -k --- -- _ 0 ons-4 rucA 3.1 c Dnc.r a-+Iz- rmot\p I . SEC # JJ JJ JJ C - C SEC * N.T.S. REMOVABLE TRASH RACK I N.T.S. QraP aG2 cvs oo, +ra6 rack w0-h -C if-y '51+4a Goncf uJa C-0, m p - rr, IS -0-2- DESCRIPTION OZDESCRIPTION OF REVISION DATE APPROVED CrrY OF RANCHO CUCAMONGA CLAY CRFFK BLVD. - OFFSITE STORM DRAIN IMPROVEMENT PLAN F-OR LOW FLOW INLET DETAILS LINE "A-20' COMMUN Y FACILITIFS DISTRICT 01--01 APPROVED BY: DATE: CITY ENGINEER _ R.C.E. N0. 24953 DESIGN 8R COh TANTS, NC. REcoM�!ENDED EMGtNEIRiNG•LAND PLANNING•LAND SURVEYING DRAWN ct�+t l*ave 2532r RYE CAWON RW6. wrt 20+ UNIA C�W7A. CAixoRMA 91355 SHE 1 Rlwn. : =( ) 257-6570 Fa. : ("1 257-6577 15 OF 15 CHECKED DRAWW', N0. R.C.E. No. 33922 -D DATE ` FILE NO. - B 33 FILE l:A PROJFC75�92?-00' Cr D 01 01\STORM ,)RAIN�,NOR7H TRUNK A'�WE 71 AND-Df 7A11 dwq PROJECT SHEET NO. 15- OF�4 INTERIM CONDITION TYP. Q100= 1440.7 c.f.s. Q100= 1421.4 c.f.s. Q100= 1421.2 c.f.s. Q100= 1421.1 c.f.s. ULTIMATE 0100= 4.1 c.f.s. 0100= 3.7 c.f.s. ULTIMATE CONDITION TYP. Q100= 1395.3 c.f.s. Q100= 1375.6 c.f.s. Q100= 1375.4 c.f.s. Q100= 1369.6 c.f.s. -� - _ti - - 1-270- 11 O - U Z u- J o x Its N Zsp Z ?d wU + g N o mv ++ X = C4 3 tai , � c.i in � U Uul Im c $ d 0o ci + 3 p W $ C4 to • X W x O L.L. + H _ C M o + '" ROPOStD FlNtSHED S FACE �. 8 0 • �� 1 2 a N Off a N / It - - - �- f 1 O X o U- n EXISTING GROUND / - - - - .B. .B.Go s N 11c, L� + EXtSTiNG GR z ND _ 5.0• 10 -� _ � = 7.0' + / N CL CD / z rl / IST. 30" ATER04 > 11 �/�100u1t. 1.1 f.p.a. - _ tv L AN - - 2 4---- -- _ _ - - - --- _ --- _ _ - -- - - ----- ---- -_ - -- -- - - Ute_ _ - -- �2�C� - �. _ • t \ o ` + / _ - _ --- - - LLJ C0 �1 Li ULTIMO H.G.L.= 1246. J SERI H.G.L. _ o 1244.0 W.S. - - - - - - - _ = y EX. 01N X 12'H M REC. CONC. CHN. S= 0.00818 0 N � f 1f4�Cj -� PROFILE SCALED(. CHN. S=0.02575 S=0.001 "_ deo LL: M cl, HORIZ. 1 w 40 o; �i t t t C4 VERT. 1 = 4 Gj_ ca IR co C4 N LINE A m o � e qc C) `` • � ^ M .82 LF. OF 18'RCP ig z N *CONTRACTOR TO VERIFY 18.70 LF. OF 18-R (2000-D (2000-D) C*4 o PRIOR TO C NSTRUCTION N N 868.24 L.F. OF 8'H X 11.5'W R.C.BOX PER DETAlL N SHEET 10 LAT w t t A 1 I t t -- 123 - - ---- v - -- - - ---- - _ _ -- - - - LAT ti 1 LAT '► A� 12 0 Z 2 3 4 5 6 7 8 9[ CONSTRUCTION NOTES *,Q6. S.D. CURVE DATA: i0 CONSTRUCT CURB OPENING CATCH BASIN PER STD. PLAN 300 96 00 / \ \ I / ZG CONSTRUCT JUNCTION NO. 3 PER STD. PLAN 332 Sj�O C(,36�C / '44 1 30'03'16" 135.00' 70.81' 36.24' p1p f M• 2 43'07'57" 135.00' 101.63' 53.36' 29 CONSTRUCT MANHOLE NO. 3 PER STD. PLAN 320 EXIST 54' RCP SD PER DWG. \ / \\ G• O I I 3 37.00'31 135.00' 87.20' 45.18' CONSTRUCT TRANSITION STRUCTURE PER APWA STD PLAN 343-1 NO'S.B-22 do 14188, SHT. 15 OF 66 \ / 1254.00 �" 4 05'08'34" 1000.00' 89.76' 44.91' SEE DETAIL ON SHT.9/10 \ / 5 02'13'00" 350.00' 13.54' 6.77' JOIN PROPOSED SD BY SAWCUT EXIST DBL. 8'H X 8'W R.C.BOX ^� X� tQ w w �\ off' , �Q AND EXTEND MIN. 18 #5 DOWELS EACH SIDE 0 12 O.C. / � S Q. �! 6 16'39'09" 350.00' 101.72' 51 .22' i ® CONSTRUCT INLET STRUCTURE PER DETAIL SHEET 9 NOTE: ^`O \ \ �` �' k�'V�r (t, ,Ji�� 7 01'45'57" 860.00' 26.50' 13.25' •�o� �� O 8 30'23'23" 45.00' 23.87' 12.22' ZZ CONSTRUCT 8'H X 11.5'W R.C. BOX PER DETAIL ON SHEET N0. 10 FOR OFFSITE CATCH BASIN AND SN / � � � � �� w�� �' �N� � I CONSTRUCT 18' RCP (2000-D) LATERALS CONNECTION TO EXISTING � / U .� \\ �,• � O �� 54' RCP. SD. SEE CHURCH STREET \, / - �F wq, • S \� o 00I� CONSTRUCT 24- RCP (2600-D) PLAN SHT. 3 OF 10 Q) - ON HE 0 ,^X � 4& 2D 1 CONSTRUCT 30' RCP (2800-D) ® � / E� 8 �o, - _ _,` Q 3 400 SEAL THE PIPE WITH BRICKS AND MORTAR (SEE DETAIL ON SHEET 9/10) �``� R 2 , \ 3 31. 1 CONSTRUCT CONC. COLLAR PER STD. PLAN 329 o - "8024;9, \ BENCHMARK - \ ^ �Rop F o ��/ m a NO. 10052 ELEV. 1328.180 1yo4 '`' N �\ - co �? x PLAN SET 2 BRASS DISK IN CONC. CURB STAMPED / / F" R SX ! oo>; �4 `V v = 9CALF 1" = 40' 'CITY OF RANCHO CUCAMONGA BM 10052 1987' F ` cIV t� a AT NORTHEAST CORNER OF BASELINE AND ROCHESTER /\ 0 � 41 o+ U oo ^ LA_ 0 10' 20' 40' AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF Q o ® \ 0 _ BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE /,, M 8024 / c� o z ►� �'=4c cRAE�f,lc. scAiF OF ROCHESTER AVENUE. A LL up 4(/ / `C / `�6 e Cq� o o \ �6•�0� �7� p� ro S.C.E. DRIVE APPROACHES RELOCATED. SEE SHEET ��� / �� 2 C, rO�Y o0 0 \ o7y N W © 23 OF 64 FOR NEW LOCATIONS, F,Q 0 �• Q• / Ell V� 0 �•� h� / p N Q con �►'vc,-h on no'f¢,S -mG S -Z 9-OZ �, 00 \ \, �o��grF ��00 ,\ NE •A_24, SEE Q DESCRIPTION OF REVISION DATE Y 2 y V V R I PROFJLE APPROVED o ' 8EL CITY OF RANCHO CUCAMONGA � / �4, �o `gyp 4`� o �- o S CHURCH STREET k �. 6 = STORM DRAIN IMPROVEMENT PLAN �cQ �� �~� >" - 0 LINT A , LAT. A-11 AND A-12 - X - - COMMUNITY FACILITIES DISTRICT 0 1 -0 1 EXIST DBL 8'H X 8'W R.C. BOX STUB. APPROVED BY. DATE: `�j 7 D 257+13 C.L. INT. PER DAY CREEK C , ` 5 X82 14 e C �• I 0 --- 1 29 _---- � �� � \ �� i = _____ O Q�OF E SS I pN�l CfTY ENGINEER __ -- __ -- -_ R.C.E. N0. _ 24953 _ - 0+09.02 CFDO101 / f Q 0 eFG�59 98 FN Gj• OVERHEAD SCE LINES Q �, - _- - ��, A. / �'Q \c�� Q ��� \Q 41 e- DESIGN RECOMMENDED �y �' SR COI' SU_TAN TBB NC. / 100��` 8�7jN'�6�t&,Dj8 ��� s. CONTRACTOR TO. INSTALL C ION ��� 3 � m H.H. ENGINEER NG•EAND PLMIt MC•LAMS s , cp� I ,,, No. 33922 �, _TD 2."22 M CANYON ROAD. Wn 201 DRAWNwrtA CIARRA. CALWORN1A •13M SHE[1 QF "ay "4C � � o � Exp. 6-30-02 RCeOXEX�ST �e Cepk 2� SIGNS PER CAL OSHA AX o� � slq civic * H.H. - _ F �:;3 �=un s o Bf C � X or Al�� CHECKED DRAWING NO. C/N T S I ( Q C H.H. D rm 1� .4 FILE N0. R.C.E. NO. _ 33922 1B33- D FILE I:\PROJECTS\922-001 CFD 01-01\STORM DRAIN\NORTH TRUNK A\SHEET1.dwg FILE l:\Src front Office Docs�Hosson�S�!I t 71.dwg PROJECT SHEET NO. c2-6Q_ OF( 4_ H.H. 03/15/02 INTERIM CONDITION TYP. Q100= 1421.1 c.f.s. Q100= 1384.9 c.Ts Q100= 1384.8 c.f.s. Q100= 1384.7 c.f.s.Q100= 1384.6 c.f.s,--, Q100= 1354.7 c.f.s. Q100= 1354.5 c.f.s. INTERIM Q100= 45.4 c.f.s. ULTIMATE CONDITION (TYP.) Q100= 1369.6 c.f.s. 0100= 1349.7 c.f.s. Q100= 1349.6 c.f.s. Q100= 1339.3 c.f.s. Q100= 1339.2 c.f.s. Q100= 1318.1 c.f.s. Q100= 1317.9 c.f.s. ULTIMATE Q100= 32.0 c.f.s. 127f1 - - - - - �, X270- -- w 3 - - vi 4 N m cn N Z x - CfJ J _ - v 0 N FINISHED SURFACE ci 001 g c5 - $ �+ 0 0, g 8 a 3 O LL. O 8 n •� + FINISHED SURFACED + + j" O1 O � •- � M Q 8 AI + + N N OF 262.65 M S LO m INTERIM Z .•. W W s •- - $ �_ W 1-2 - -- - - 12VV O Z '� - -- -- -- - ,? - ---- U + � U ~� �' EXISTING GR N ; N EXISTING GROUND N 3 N N 0 �f z ,'j 36 PI ER + _ -- O IFFY a, - Z o_ O , g a. U m C4 6 'f o N G•L• � � �N INTERIM H• � J .GLa 1253.04 $ W M W 10 W •o Ld 0- � C�ITION 110 ULTIMATE CON , I N W - - f' S= 0.0070 W ' Of LL_ ,1 `` 3 Z: ,� u k \ i N S. 0.0088 Q `` J N 1 Q I ~ R '' '` 8" SEWER c � PROP. 15' SEWER Q i N w N � LL A M 00 C14 of LL: * � N `` "' � I � ^ 1* +, N N 'hese O� O g ko !� - `� G• !L .�LZ cc 3 '� �!t____ -4 * r - --'- - - - - - V r N = n I� 00 S.Io LP 1>:'''RCP 5,43 Lr- i t W LINE �► A .� o �� z000 o Z0� o o 0 0 0 � PROFILE SCALE t) 0In ui 33 Q HORIZ. 1"= 40' ` VERT. 1"= 4' 06 LINE + + LATA- 2 - 1 LAT A-2. 2 � , �� F s + o O L. o RG ko 6s� CON UCT 580.23 LF. OF 8'H X 12 R.C. BOX PER DETAIL ON SH 10 CONSTRUCT 175.55 LF. OF 8'H X 11'W R.C. BOX LF. F 30' P (2800-D) _ ss PER Al N SHEET 10 - I E DET 0 9 10 11 12 13 14 1 16 17 18 0 1 I o o CONSTRUCTION NOTES 17+00.00 MATCH LINE SEE SHEET 6 �- o ,� i ----------- - -__ S.D. CURVE DATA: - _ � � -�- I I 20� � STORM DRAIN IMPROVEMENT OF DAY CREAK BLVD. `S I I I CURVE DELTA RADIUS LENGTH TANGENT 262 1 O I I 14 - - I I C3 F' I O j 1 1 20'36'09" 840.00' 302.05' 152.67' _ 3 I I -l4� _ 72' � 1 CONSTRUCT CURB OPENING CATCH BASIN PER STD. PLAN 300 03'10'43" 840.00' 46.60' 23.31' ' 16f0 I I 58 _ 47'-,-. 5 j I ��`'`O ' •P CONSTRUCT JUNCTION STRUCTURE NO.3 PER STD. PLAN 332 02'09'52" 90.00' 3.40' 1.70' �y����'' /�'�� 824 I _J6c, ' �� 90, � CONSTRUCT MANHOLE NO. 3 PER STD. PLAN 320 26� 4 2739'50" 90.00' 43.45' 22.16' ► \ � Ql�'���l5s� C J j . 20 �6 x0� O 10 O� CONSTRUCT 8'H X 12'w R.C.BOX PER DETAIL ON SHEET 10 /j/ N y OF 5 48'43'53" 90.00' 76.55' 40.76' 'ref✓ / 6 1 1'36'48" 90.00' 18.24' 9.t 5' ST j ,f �+ a �� �P y �O f y 1h��,�h ��L �p CONSTRUCT 30■ R.C.P. (2800-D) __ '4 26 18• /,x ,_ ''` �i o Q. GQ `' j r�0 �6 -Air /' - 9 4_4'59'51" 45.00' 35.34' 18.64 X61 '�14 RCR � Lx Q p L_-� 0 �6 -- 1(D CONSTRUCT 24 R.C.P. (1800=D) © �s 8 69'37'16" 45.00' 54.68' 31 .29' 1 3 20'W S o�3 6 W,�.02 /NSIQF L4T ,'�'�''a, j % ► a 3 L I \ G V j / / j /� i CONSTRUCT 18' R.C.P. (2000 D) - - roRM � % �� 1 0 °v _ O � ss�E s�►, F l8• R £ PR l(E o CONSTRUCT 8'H X 11'W R.C.BOX PER DETAIL ON SHEET 10 - - - CA' CONSTRUCT INLET STRUCTURE PER DETAIL ON SHEET NO. 9 g t Z 7 v- � o, p s• O � 24 6 x � Y � o -r - ,F � PRC �� � I � G• \� - --- 1 p,-3 1 0 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER STD. PLAN 330 GRPD�N ,- - �4 FtCP OFlLE_SNEET -- - - - 10uj - PLAN PR 8 ---_ --- W f, --- +-- 1 "� SCALA T . 1 CONSTRUCT TRANSff10NTRUCTURE N0. 2 PER STD. PLAN 335 - 2 LO - . _ N --- o -o / ___ _ IS 5 � --_-- _.-_ - -- _- _ ____--- .__ __ 3 1 SEAL THE PIPE WITH BRICKS AND MORTAR. - v __ _ --- 1 I N Q. 20 0 10 20 O r o ! r X - ) " " SEE DETAIL ON SHT. 9/10 v ~z x :` o v� y = -� �� eC 0 8 SEW 8 SEWER ,"', 1'=40' GRAPHIC SCALE m � G 9 Wo ', - - N, o STREET , O +�� S� � - s',, ``' - 14+00 I _ KST G n�sANHa NO. PSK Co R.0 T L ( 1✓ STD oc o - L 6,cp � pe�•ccto 41P prSep- U►.T a i 04A 1.0 .0'! Z(n(oi ,61Q n ? . v ro Q� i 30"RCP LINE ■A-4" 15" SEWER O '1re0 v�ffi X Q ��1 „ W M, 9*IN 3 REMaVE LAT A- S ADD LATS A-2.1 4 - 2. 2 rr/Z► d r o ? J ` �,, 30 - _ - SEE PLAN & PROFILE SHEET 8 SRH \.c �!i i P - - - - - - - - - -- - - - - - -� cons t7o ¢S - w1� 6-Z9-oz i +4-�,�' l K _- - I - - - - `_ DESCRIPTION OF REVISION DATE I`Y APPROVED CITY OF RANCHO CUCAMONGA k3a1 �, LINE ■A■ I , Qvv E SS/pN9 5' "_ CHURCH STREET uNE "A-3 - � L1NE A � � /, 3 . , � \P�, A. ,�c��F�� Z N 6 +oo 00 _ 4+70 00 / _ STORM DRAIN IMPROVEMENT PLAN ,f.S. A_6d' k-1.ON-1 /� `` ,� 3 No. 33922 ~ rte; w w w w _ LINE: A AND A-2 .L• Ir(T �po.p0 / Ex 6-30-02 .7�' p. 4+03.40 B.C. L ` J•5 A ■_ 15+13.45 :.` .. s Q - o • -4 �q civ COMMUNITIES FACILITIES DISTRICT 0 1 -0 1 A CSS �g E - �C 11+17.95 B.C. pp+00.00 30 c j r�l of CAS\`r a J•S A �FS gl 12 i0 W APPROVED BY: DATE: C \ / ■ • ■ w _ 0 a r + y `, DO+00.00 LAT. A-13 -_ H S I CITY ENGINEER _- R.C.E. N0. x / = 10+88.48 LINE A C 24953 C.L. INT. J.S. A=90' 1 3� 3 +55 pp C•�" M' N DESIGN RECOMMENDED ti u I ,5 - - BENCHMARK - SR C:Otl1LTANTB, NC. �� �C ~ \ - -_ ENGINEERING•LAND PLANNING•IANU SURVFYHI6 v � � 10+50.00 C.L. M.H. SHAFT I N0. 10052 ELEV. 1328.180 H.H. SET 2 BRASS DISK IN CONC. CURB STAMPED --_" - - A Z' ■ DRAWN GLh&i .Hms 25322 M CANTON ROAD. SUM 201 . ,�ik' °�" 00+00.00LINE-_'A=2" = 10+08.48 `1 CffY OF RANCHO CUCAMONGA BM 10052 1987 SANTA CIMnTA CAL 257-6FORWA 91353 sHE[i �I Mar» : {R, 257-6570 I I �+ AT NORTHEAST CORNER OF BASELINE AND ROCHESTER H.H. Fa, : �se+� 257-6577 7 nF 10 CIA x 6p• C.L. W. J.S. A=45' Q AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF ado" BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE CHECKED R.C.E. No. 33922 DRAWING NO 833 - p OF ROCHESTER AVENUE. H.H. ;:o : �•91i•11� FILE No. FILE I:\PROJECTS\922-001 CFD 01-01\STORM DRAIN\NORTH TRUNK A\SHEFT2.dwg H.H. 09/20/01 PROJECT SHEET NO. 0F 4 INTERIM Q100= 34.4 c.f.s. INTERIM Q100= 19.8 c.f.s. ULTIMATE Q100= 7.2 c.f.s. ULTIMATE Q100= 13.8 c.f.s. ULTIMATE Q100= 27.0 c.f.s. ULTIMATE Q100= 20.1 c.f.s z Q � a cl� W 127 - --- t27E� 127 12UL cv o cr a Q N )ak rvi co O = QZO WU = M — W Z Z J m W - Z J O UQ> LY cr_> N t9 cr_ O0 � 0N r7W U + LE O O O - (mW+ + O O N O O+ N x N H U W 3 m c� S ± FINISHED SURFACE ° =p Z w I- Oo t 12 1.47 INTERIM W.S. N �_ a N & g + - -#2�0 — ---- - - -- --- -- -- {y #2 ?� o o7i = c, _ o FINISHED SURFACED cn cn o EXISTING GROUND cn w � HTERiM H.G. . a _ 1456.85 ULTIMATE W.S. 00 ��� H.G.L– 1255.07 EXISTING GROUND ULTIMATE W.S. 1 5.6 °F N M O 0.0t2 S4 0 ULTIMATE H.G.L. = 1251. F 6 O -S 49 0.01268 i �G`' 0+ _ -- - - -- 1250- #25E} - — - - -- H.G.L– 1248.97 Cl OOF 7 co 10 00,r- CNI LZ LL: ci 1r, wCNI cp U- to ,24 2 3� �P�� � n ^ 0i H.G.L- 1245.10 J� 5y J LL- 0 F ,43 �y °' •� cV�t� + LZ oN 15" SEWERT u: It o C EX. 54" RCP PER D G. 14186 e N SHEET 15 OF 66 X05 �• �.rl � � t 0)^ N ,�k S C18�ov) 04 a �5CL 000. 48 -12n 12 - imt - M � U N O N + O co N 3 CID PROFILE SCALE _ ". 0 In + LINE ��A-2Swi ± VERT. 1�= 40' o M X SEE SD. PLAN ON VERT. 1 = 4 co r- �, �, �� �� CHURCH ST. PLAN ,� _ � I o LINE A- I LINE -24 LINE A 4 + SHT.NO.3 OF 10 53.93 L.F. OF 24" RC P (2600-D) 91.1 L.F. OF 24" R P 169.47 LF. OF 30; RCP (1800-D) I 17\)t/67 LF. 30" VP (1 - 86.77 LF. OF 30" RCP ( 800-D)1v r (2200-D) -- #2 3� — - --- - - _ - -- - _ _ - ; - - l - _ - - -- #2�E� #22 co- - SEE PLAN ON SHE 12 30 0 1 2 3 4 5 0 1 2 CONSTRUCTION NOTES STORM DRAIN IMPROVEMENT I 3) CONSTRUCT JUNCTION STRUCTURE NO.1 PER STD. PLAN 330 30 CONSTRUCT MANHOLE NO. 1 PER STD. PLAN 318 I I I I 254 - CONSTRUCT INLET STRUCTURE PER DETAIL ON SHEET NO. 9 I' 4 I I I ' I \ 1 CONSTRUCT 30" R.C.P. 1800-D GRADING PLAN I I I 5 CONSTRUCT TRANSITION STRUCTURE NO.2 PER PLAN 335 I O i I 0 I I w I I 55 SEAL THE PIPE WITH BRICKS AND MORTAR (SEE DETAIL ON SHEET 9/10) I wI VERIFY EXISTING ELEV. PRIOR TO CONSTRUCTION Ln CONST. PIPE CONNECTIONS TO EXIST. SD. PER CfTY STD. 50 p G L� .:> PLAN 328 CASE 1 1 o V AA 34 o � rye, "p=� 'O-P--O-F- -J�F-RM4.G26 - - - -- - - - - - - - - PLAN +40` 4 L - ---- - -- - - SCALE-c r -40► �� G , ne'�r�o utp rtsCr► V►T X-4 D4A '1.04.03 l s �•A , I / 30" RCP o - 40' 20' 0 10' 20' 40' i. Qad �S '''St I>o�Qs - w�a. t ZI -02- N i I 3 _ - - - - --- --- - -- 1 40 GRAPHIC SCALE ,\, I Y ' n r +a 3• �-A•+ A-4 - - a �/ LO efvk DESCRIPTION OF REVISION DATE APPROVED 8" SEER _8" SEWER CITY OF RANCHO CUCAMONGA 08 p,.,E - - S 89'54'5 '� :___ CHURCH STREET ` C — y. _____-----------i /_ 15" SEWER Oe�OFESS/ON9l CHURCH STREET B;L X 12'W R.C.B. 1 I - 1 y D� _L-, STORM DRAIN IMPROVEMENT PLAN SEE SHEET 7 Q ���P� l/cf� PROP. 30" WATERS _ _ — _ _ _ — _ -- W 3 No. 33922 m LINE "A— 1" "A-4" "A-24" AND "A-25" I w 1 r , 1 � — c- * Exp. 6-30-02 * t - 04 x civ COMMUNITY FACILITIES DISTRICT O l -0l \ \ } N 1101, V Of C U _-- _ APPROVED BY: _ DATE: S Q 0, o � .I / o ---. — _ CITY ENGINEER _ __ R.C.E. N0. 24953 BENCHMARK - DESIGN RECOMMENDED � + S.D. CURVE DATA: No. 10052 ELEV. 1328.180 H.H. _� �TANT�, INC. \ \ CURVE DELTA RADIUS LENGTH TANGENT SET 2' BRASS DISK IN CONC. CURB STAMPED eNc,Nrrm22 .w+o YON Q r•u>wr wrrvEru�c ^ — • DRAWN ar.5– �e-I,aVns zsazz � c�noH pow. win zo, -- L---J / 13.46'50" 90.00' 21.65' 10.88' CITY OF RANCHO CUCAMONGA BM 10052 1987 SA"TA a�rtti G'"°R"" "u' SHE[I thorn 661 257-6570 b61 \ \ 062�d37S1 120.00' 131.17' 73.01' AT NORTHEAST CORNER OF BASELINE AND ROCHESTER H.H. Fox257-6577 8 of 10 -- — - AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE CHECKED R.C.E. No. _- 33922 DRAWING No. OF ROCHESTER AVENUE. H.H. DATE N /�♦r FILE No. /633 -D FILE 1.�PROJECIS'�922 001 CFU 01-01�S70RM DRAIN\1VOR7H TRUNK A�SNEE.'8-dwg H.H. 08/20/01 PROJECT SHEET NO. a5 OF� ULTIMATE 0100= 2.9 c.f.s. ULTIMATE 0100= 2.9 c.f.s. ULTIMATE 0100= 14.0 c.f.s. ULTIMATE 0100= 0.9 cls. ULTIMATE Q100= 1.6c.f.s. ULTIMATE Q1 = 4.5 c.f.s _ ULTIMATE 0100= 4.0 c.f.s. INTERIM 0100= 0.9 c.f. . INTERIM P100= 1.6 cls. INTERIM Q1(0= 4.5 c.f.s. INTERIM 0100= 4.0 c.f.s. Q ; so /' G70 - 127 W %0vt crhoi ii O CO $ '- W •Nam $ _ O Z O O •Q _ ' c cn / t o o 00 2 2 6,� G• :r 2 0 ''� 0• r • W)W) 0 W Q C.B. 5 & $ �z I o W �o .B. # 7 .� C.B. 6 .B. # 4 <. = 10' v N $ �o RQ W = 7' W = 7' W = 14' V= 5.0' - 4.5' V= 5.5' =c.,ll 3r 1Y ! G0• pO + �I N .-- + ILO ULTIMATE HGLF� s� 1255.5 �j � C.B. X11C.B. X10 H.G.L= 1253.66 i � H.G.L= 1254.02 7. W = 7. c� H.G.L= 1253. a �• i0 = 5.0' tXTWTE H.G.L= 253.00 = 5.0. FC�?B $ �� Nti N s� 'SSL '- •< �' Lc 4 .Jr NOTES: �°�"`' �'? '` * 1� RGA �' z j "ti, 10 • 4�`9� g 0e• r *VERIFY 1XISPNO ELEVATION PRIOR TO CON UCTION 'k �' '� J �2� �2'� ,�►� 5 *'k CONSTRUCT J C7]ON STRUCTURE NO. 4 P R CITY STD. PLAN -3.33, CASE 1 * a PROFILE SCALE t4 o .r 2 � -- -- - - + - - .r VERT.' 1"= 4� o + _124 o + to Os0% N p v) + 0 0 0 0 16.96 LF 45.69 LF. 18'RCP(2000-D) 65.73 LF. OF 63.42 L.F. OF t t t t 8'RCP(2000-D) t t 24 RCP 1800-D 18 sRCP 200D-D l p.97 2000-D / 18 RCP (2000-D� LA 21 LAT 2211 ( ' ' SEE SD. PLAN C N CHURCH STREET SEE So. PLAN 0N CHURCH STREET LINE 11 A -3 11 LAT " A -13 " LAT "A-14" LAT. "A- 611 PLAN SHE O. 3 OF 10 PLAN SHT. NO. 3 OF 10 4EE PLAN ON SHE# 7 �EE PLAN ON SHEET 7 SEE,PLAN ON SHEET 7 '/� �� JEE PLAN ON SHE 7 I ' A BRICKS AND MORTAR CONSTRUCTION TO 4TRUCTURAL ANALYSIS REOUIRED WHEN THIS COVER PIPE OPENING. DIWNSION EXCEEDS 450 mm (18•)- a aJ -- --f--� m\` NOTES la -- �� -- L THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, A. SHALL W 50 ���" r DOUBLE NOT EXCEED 5°45' a BRICK (18.1 -�--�J--~ --- -- � W Ci RCB ----_--___-_-- _--__ _N At, _, 2 REINFORCING STEEL BAR SIZE. SPACING AND OUTSIDE COYER SHALL T ---- - -- --- BE THAT OF DOUBLE RCB SECTION. FOR CURVED TRANSITIONS. .i `-�------�--- -- T DEBRIS RACK RCP- 2 DIA. PER PLAN -J SPACE BARS ON CENTER LINE AND PLACE TRANSVERSE STEEL �j t L-R T4 -_� RCB f RADIALLY. THE BAR LENGTHS AND DIMENSIONS SHALL VARY UNIFORMLY f 2 �� A THROUGHOUT TRANSITION. LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOINTS WITH THE TRANSITION STRUCTURE. 360 ti 4�•'' � - -- ---1 3 THE CONCRETE THICKNESS SHALL BE THAT OF THE DOUBLE RCB SECTION. Q�,� EXJST. GROUND B 4. PLAN AS SHOWN IS FOR DOUBLE RCB SECTION DOWNSTREAM WHEN PLAN DOUBLE RCB SECTION IS UPSTREAM TAPER THE LAST 600 mm (24') OF BEDDING MORTAR CENTER WALL TO END IN 40 mm (1 1/2') RADIUS. F w 3 DIA. HOLES EQUALY SPACED S. t� = 28 MPc (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. - � 6. ALL STEEL. EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) A R r _ O BILLET STEEL CONFORMING TO ASTM A 615 Zx M (A 615) AND SHALL � TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SURFACES UNLESS ` ---- OTHERWISE SHOWN O PLUG DETAIL 7. TRANSVERSE JOINT KEYWAYS, AS DETAILED FOR LONGITUDINAL JOINT Y A F OUTER WA - - -� KEYWAYS W S AT BASE 0 OU E LLS ON THE PROJECT DRAWINGS, T ELEV. SHALL BE PLACED IN BOTH SLABS AND WALLS AT THE END OF EACH w 4 I N MAT STA. EI FY POUR. THICK CO C. STA. 8. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE - - - - WITH THE STRUCTURAL NOTES APPLYING TO RCB STRUCTURES SHOWN 36" OR 42" C.M.P. (12 GA A C. DIP.) - '� -�"• -L ON THE PROJECT DRAWINGS SIZE PER PLAN. - - - - - i rT 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS - ARE NOT EXACT EQUAL VALUES IF METRIC VALUES ARE USED. ALL t ke"OY't L-A T A- IS -h^DS G01�IS - 10�7jOz, I�rj�r� deH SECTION A A VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT - - - CITY REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED CL CL P. C. DESCRIPTION OF REVISION DATE APPROVED STEEL PATTERN SHOWN C.L.FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES a - USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. PIPE SIZE t� �•-- No ES 2 ASND 6ONLY SEE PER PIAN- � R Go CITY OR RANCHO CUCAMONGA OPTIONAL � _ �.�--f4s_._.�.-`_._. � �•� �-_ �t �� -c; �FESS� CONS RUCTION ) ~ Qs� 4 ��oQP A �Nq�� CHURCH sT�EE:T JOINT -------- ~ ( �t � • T2 T, T2 STORM DRAIN IMPROVEMENT PLAN F , - � 3 rn • No 33922 - LINE A-3 "LAT. A-13 A-14 A-1 - k .. oc � ZJ�I �, * Exp. 6-30 02 * 'A-21" AND 'A-22" j n n CONSTRUCTION JOINT .� f _r crvi� ,�P COMMUNITY I+'ACILITIFS DISTRICT 01 -01 __ -__T_ ��►:_ �- C.M.P. RISER / INLET DETAIL CAO SECTION B-.8NOT TO SCALE APPROVED BY DATE: S q D / , • p � CITY ENGINEER �i R.C.E. NO. 24953 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER BENCHMARK - DESIGN RECOMMENDED - -_--_ -- _ SR C,OI�ULTAM�3, W. _T S'ANDA.RD PLAN AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAN'1AR1'PIAN NO. 10052 EL.EV. 1328.180 - HH EWNRRING•LAND KANMWI•LAND SURVEYW - DBYTRP TRANSITION STRUCTURE PUB:L M_.Rr.c SIAND�-RD': K: 25327 RYE CANYON ROAR. SIIffF 201 c�rcENn'c•.r rrw�r*-*EE MEIHIC ---_ _ _ --__-- ____-- ---- � 61F.IHIC � w w DRAWN G10uft!�Ah'S TRANSITION STRUCTURE SET 2 BRASS DISK IN CONC. CURB STAMPED - _ - - SINGLE R C_B TO DOUBLE R C_ B CITY of RANCHO CUCAMONGA BM 10052 1987 i, �E� uvea - - sA.rtA cwr<rA. CALFORWA Y�3ss SHEE 1 SINGLE RCB TO DOUBLE RCB 343 - 1 i7Us_f_WTH STANDARD SPECIFICATIONS FOR PURI K;WORKS CONSTRUCTION SHEFT 1 OF 2 SHEET OF 2 Fe. Rei zsi-es�o 40' 20' 0 t0' 20' 40' AT NORTHEAST CORNER OF BASELINE AND ROCHESTER HH °� �+ 257 6577 9 10 AVENUE, 53 FT. NORTH OF EXISTING CENTERLINE OF - T 1'-40' GRA°`'IC sC/+E.E BASELINE AND 20 FT. EAST OF EXISTING CENTERLINE CHECKED R.C.E. NO. 33922 DRAWING NC _ OF ROCHESTER AVENUE. ,A FILE NO. 6 D HH / 33 FILE 1:1 PROJECTS1922-001 CFD 01-011 STORM DRAIN\NORTH TRUNK Al SHEET9.dwg PROJECT SHEET NO. OF�_4__ HH 08/20/01 SYM. ABOUT C/L R C BOX LOCATION SCHEDULE BOX SECTION "A" "A-1" "A-2" "A-3" "A-4" STRUCTURAL NOTES: DISTRIBUTION G BAR REINFORCEMENT BOX STATION BOX STATION DESIGN COVER 7' 10' 10' 10' S' 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO THE CENTER OF BAR, UNLESS OTHERWISE SHOWN. -- - -+-�. SECT. FROM TO SECT. FROM TO WIDTH W 11'- 6" 11'- 6" 11'- 6" 12'-00" 11'-00" 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO "A" 1+25.00 4+10.00 HEIGHT H 8'-00" 8'-00" 8'-00" 8'-00" 8'-00" CENTERUNE OF CONDUIT ON THE PLAN EXCEPT AS • �� OTHERWISE SHOWN. --- - - --- "A-1" 4+10.00 6+00.00 TOP SLAB THICKNESS T1 9 1/4" 11 1/2" 12 1/2- 13' 9" 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE "A-2" 6+00.00 9+28.22 SIDE WALL THICKNESS T 8" 8 12" 8 34" 9" 8" AMERICAN CONCRETE INSTITUTE'S 'BUILDING CODE OPTIONAL 2 / / REQUIREMENTS FOR REINFORCED CONCRETE", 1983 CONST. _ B & B, BARS EDITION, SECTION 7.2. JOINT "A-3" 9+33.22 15+13.45 BOTTOM SLAB THICKNESS T3 11 1/4" 12 1/2m 13 1/4" 13 3/4" 10 3/4" 4. PLACING OF REINFORCEMENT BARS SHALL CONFORM TO C,BAR D BAR I "A-4" 15+24.45 17+00.00 CONCRETE COVER (3"MIN.) Y 3 1/2" 3 1/2" 3 1/2- 3 1/2" 3 1/2" THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODEREQUIREMENTS FOR REINFORCED CONCRETE 1983 EDITION, SECTION 7.5. ALL LONGITUDINAL B BAR NO. & SPACING #9 0 14" #9 ® 12" #9 ® 11" #9 ® 11" #9 ® 16" BARS SHALL BE 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE #4®18"c.c., EXCEPT BARS "12'- 7" ' » PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION BOTTOM FACE OF 12 -8 12 -8 1/2 13 -3 12 -1 STRUCTURE OPENINGS. 2" TOP SLAB WHEN I B BAR NO. & SPACING #5 ® 14" #5 ® 12" #5 0 11" #5 ® 11" #6 ® 16" 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND DISTRIBUTION 1 SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF REINFORCEMENT IS BARS " " " JOINTS WILL BE PERMITTED. TRANSVERSE REQUIRED. LENGTH 6'-8 1/2 6'-11 1/2 69-9" 7'-5 1/2 6'-8 1/2 CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO C BAR THE CENTERUNE OF CONSTRUCTION. \ BAR N0. & SPACING #4 ® 8" #4 ® 11" #4 ® 12" #4 ® 12" #5 ® 13" 7. THE TRANSVERSE REINFORCING BARS SHALL TERMINATE C " " ONE AND ONE-HALF INCHES FROM THE CONCRETE LONGITUDINAL I BARS HOR. LENGTH 41-7 4'-7 1/2" 40-8" 4'-9 1/2" 4 -9 SURFACES UNLESS OTHERWISE SHOWN ON THE BARS STRUCTURAL DESIGN CRITERIA STRUCTURAL DETAILS. C2& C3 VERT. LENGTH 8'- 3" 8'-4 1/2" 8'-5 1/2" 8'-6" 8'-2" BARS L.A.C.F.C.D. STRUCTURAL DESIGN MANUAL 8. EXPOSED SURFACES OF CONCRETE MEMBERS SHALL BE 2" DATED APRIL 1982 BAR NO. & SPACING #4 ® 8" #5 ® 11" #5 ® 12" #5 ® 12" #5 ® 13" ROUNDED OR BEVELED. 9. NO SPLICES IN TRANSVERSE BARS REINFORCEMENT WILL LIVE LOAD C1 HOR. LENGTH 1'-9" 1'-10 1/2" 1'-11 1/2" 2'-1" 1'-8 1/2" BE PERMITTED OTHER THAN SHOWN ON THE DRAWING HS 20-44 unless otherwise shown. BARS WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL CONST. DEAD LOAD VERT. LENGTH 4" S-9 1/2" S-8 1/2" 4'-5" 5'-1" BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE JOINT Earth load per Marston's formula w = 110 pct BAR NO. & SPACING #8 0 8" #4 0 11 " #4 ® 12 #4 0 12 #4 ® 13" STAGGERED. INVERT Ku = K'u = 0.150 10. LONGITUDINAL BARS SHALL BE LAPPED 20 BAR DIAMETERS p C2 HOR. LENGTH '-1 Q 1 " / / / AT SPLICES. TRANSVERSE BARS SHALL BE LAPPED 30 BAR Bd = Outside width of box plus 3 feet BARS /2 4 -7 1 2 4 -8 4 -9 1 2 4 -5 1 5 DIAMETERS AT SPLICES. F & Fl BARS Side earth 37 psf per foot of depth " " 11. LONGITUDINAL BARS SHALL BE CONTINUOUS AND Internal water pressure: 62.4 psf per foot of depth VERT. LENGTH 2 -4 1 /2 2'-5 1 /2 2 -6 1 /2 2 -7 2 -4 EXTENDED THROUGH ALL CONSTRUCTION JOINTS. Weight of concrete: 150 pcf BAR NO. & SPACING - #4 0 11 4 ® 12" 5 0 12" 4 ® 13" - # # # 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, ALLOWABLE STRESSES C TRANSVERSE CONSTRUCTION JOINTS IN BOTH SLABS AND I3 HOR. LENGTH - 1'-9 1/2" 1'-10 1/5" 2'-0" 1'-8" WALLS , SHALL BE PLACED AT THE ND OF EACH POUR, f c = 4000 psi at 28 days BARS BUT E SPACING THEREOF SHALL NOT EXCEED 50 FEET fc = 1800 psi VERT. LENGTH - 3'-2 112- 3'-2" 3'-10" 2'-4" NOR BE LESS THAN 10 FEET. L _:__ fs = 24.000 psi 13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED ::A n = 8D BAR NO. & SPACING #4 ® 18" #4 ® 18" #4 ® 18" #4 ® 18" #4 ® 18" SECTIONS TRANSVERSE BARS SHALL BE PLACED RADIALLY. THE SPACING OF STRAIGHT TRANSVERSE BARS % - Shear and bond stresses per A.C.I. 318-63 BARSIN THE TOP AND BOTTOM SLABS SHALL BE MEASURED AT I LENGTH 9'-6" 9'-9" 9'-11" 9'-11 1/2" 9'-5" THE CENTERUNE OF CONSTRUCTION. THE SPACING OF H BAR -/ STRAIGHT BARS AND L-BARS IN WALLS SHALL BE T `v W/2 F BAR NO. & SPACING #8 ® 11" #9 ® 11- #9 ® 10" #8 0 8" #9 ® 16" MEASURED BETWEEN THE VERTICAL LEGS OF BARS. BARS " ' " ' 2" ' " ' " 14. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN LENGTH 12'-7 12 -8 12 -8 1 13 -3 12 -1 / OF REINFORCEMENT COMPOSED OF B, C, C2, D, F, G, AND H BARS SHALL BE PLACED THREE INCHES FROM THE TYPICAL RC BOX SECTION F1 BAR NO. & SPACING #5 ® 11" #5 ® 11" #4 ® 10" #4 ® 8" #6 ® 16" TRANSVERSE CONSTRUCTION JOINT. NOT TO SCALE BARS 15. D BARS MAY BE SPLICED 20 BAR DIAMETERS AT THEN LENGTH 7'-10 1/2" 7'-4 1/2" 6 -11" 7'-10 " 7'-10 1/5w LOWER LONGITUDINAL CONSTRUCTION JOINT, AT CONTRACTOR'S OPTION. G BAR NO. & SPACING #4 ® 8" #4 ® 11" #4 ® 12" #4 ® 12" #5 ® 13" 16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL T2/2 T2_ BARS LENGTH OF C AND C2 HAS BEEN CALCULATED FOR A FOUR LENGTH 5'-9" 5'-9" 5'-9" 6'-0" 5'-6" INCH STARTER WALL. IF THE HEIGHT OF THE STARTER WALL IS VARIED, THE VERTICAL LENGTH OF THE C AND C2 H BAR NO. & SPACING #5 ® 8" #4 ® 11" #4 ® 12" #4 ® 12" #4 ® 13" BARS SHALL BE VARIED CORRESPONDING SO AS TO MAINTAIN A 30 DIAMETER LAP BETWEEN THE TWO BARS. BARSLENGTH 5'-9" 5'-9" 5'-9" 6'-0" 5'-6" THE LAPS SHALL BE BASED ON THE SMALLER BARS. 17. CONCRETE QUANTITIES ARE BASED ON A SIX-BY-SIX INCH NUMBER OF LONGITUDINAL REINFORCEMENT #4 BARS FILLET AND STEEL QUANTITIES DO NOT INCLUDE ANY OPTIONAL SPLICES. TOP SLAB INCLUDES DISTRIBUTION 19 19 19 20 18 18. IF WALL THICKNESS IS SIX INCHES, PLACE N � REINFORCEMENT ) REINFORCEMENT AT THE CENTERLINE OF THE WALL LO 12" BOTTOM SLAB 19 19 19 20 18 4" to 6" SIDE WALLS 20 20 20 20 20 ITOTAL 58 58 58 60 56 T2 T2,3 QUANTITIES CONCRETE CU. YDS. / LIN. FT. 1.25 1.40 1.49 1.17 1.17 TOP OF WALL BASE OF WALL JOINT STEEL LBS. / LIN. FT. 209.9 210.3 212.5 183.4 183.4 LONGITUDINAL JOINT DESCRIPTION OF REVISION DATE CITY APPROVED 20 BAR CONCRETE NOTE: CITY OF RANCHO CUCAMONGA IT R, DIA_ME _E S 1 ALL CONCRETE USED IN THE DISTRICT'S RIGHT-OF-WAY MUST MEET THE DISTRCT�S MINIMUM REQUIREMENTS CHURCH ��pC OR THE REQUIRED CONCRETE DESIGN MIX. ALL CONCRETE SHALL CONFORM TO SECTION 201-1 OF THE ff 11 rl STREET T STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, LATEST EDITION , EXCEPT AS FOLLOWS: ALL STRUCTURAL CONCRETE SHALL BE 4000 PSI WITH ,A. GRADATION STORM DRAIN IMPROVEMENT PLAN - - - - - IN ALL INVERTS AND 4000 PSI MATH "B" GRADATION FOR ALL WALLS. ,/3 LINE A R.C.E30X DETAILS • CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES, BOTTOM CONTROLS, �- �- -T �- SPLASH PAD AND OTHER PROPOSED STRUCTURES SHALL BE 560-B OR C-3250. COMMUNITY FACILITIES DISTRICT 0l -Ol • CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL AT LEAST 72 HOURS PRIOR TO CONCRETE PLACEMENT WITHINDISTRICT APPROVED BY. - DATE: - Of ESS/ 0 R RIGHT-OF-WAY. Q N CRY ENGINEER R.C.E. N0. 24953 TRAVERSE JOINT �< A �!� � - - \Q 0 y� DESIGN SR ULTAtIM WC. RECOMMENDED ws III'I 3 ~ rZ•� ENGINEERING•LAND PLANING•LAND SURVEYING No. 33922 ,T, * \ DRAWN - �z i,aas 2"?2 MwON ROAD. sum 201 i SHEf TExP6-30-02 SHWA alar". CMff0WA91W5 , " =bn325'CONSTRUCTION JOINT DETAILS meClm P MFO r 10 OF -10 NOT TO SCALE SOF CA11E� CHECKED � R.C.E. No. 33922 DRAWING NO. _ WS DA' _I K•�S H _ FILE NO. 3 3-D PROJECT SHEET NO. 3d 0F_(�A4--_