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HomeMy WebLinkAbout1700-D STORM DRAIN IMPROVEMENT CONSTRUCTION NOTES T r' •)� IWV11,1E ellW MA&I QL04A1P- A1C-t PXTA/,W0A1 J►'!e A.Vileer ?►��L WiVE,P��t/i7l�O 4W n4^15. I T L SHEET TO -NO. DESCRIPTION UNIT QUANTITY O1 INSTALL 18" R.C.P. (SEE PROFILE FOR STORM DRAIN IMPROVEMENTS D LOADS) '*r LF 5,t2 O2 INSTALL 24 IN. R.C.P. (SEE PROFILE FOR "D" LOADS) # LF 2179 FOR O DELETE. OINSTALL 30 IN. R.C.P. (SEE PROFILE' FOR "D" LOADS) # LF 145 TRACT Nem 13316 OINSTALL 36 IN. R.C.P. (SEE PROFILE FOR "D" LOADS) tl ' LF 690 O6 INSTALL 48 IN. R.C.P. (SEE PROFILE FOR "D" LOADS) LF 1303 IN THE CITY OF RANCHO CUCAMONGA, COUNT' OF SAN BERNARDINO,, 7O INSTALL 34 IN. R.C.P. (SEE PROFILE FOR "D" LOADS) LF 186 CALIFORNIA O8 CONST. CATCH BASIN- - PER CITY OF RANCHO CUCAMONGA GENERAL NOTES STD. DWG. NO. 960 EA 22 1 . ALL WORK SHALL DONE IN ACCORDANCE WITH THESE PLANS THE CITY OCONST. CATCH BASIN PER CITY OF RANCHO CUCAMONGA OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD 4 STD. DWO. NO. 301 EA 2 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDIT I ON INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR PROPOSED DEi3K►S 10 DELETE SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE aA•s�� TO THESE STANDARDS AND SPECIFICATIONS. ¢ �l�✓�geo 7aetnvcgrFo J 40AIe 1A/LET G��c?z1,e: ' 11 CONST. MANHOLE /NQ / PER CITY OF RANCHO CUCAMONGA 0. e STD. DWG . NO. Jia EA II 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR 0 12 W a ALMOND STREET CONST. MANHOLE AI&Z, PER CITY OF RANCHO CUCAMONGA POWER POLES, WATER METERS , VALVES, FIRE HYDRANTS ETC. SHOWN > 0 STD. DWG NO. 319 EA 12 OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE J a 13 CONST. ENERGY D I SS I PATOR AND OUTLET STRUCTURE PER SHALL BE REMOVED, REPLACED, RE LOCATED OR PROTECTED I N P L A C E AS a .eec6e 74 REQU I RED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. �' l �''^�''Q [,..—�C4revylDETAILS ON SHEET M 10 10 EA I (P 3MEADOWOOD DRIVE C,s/,4�/.vEG o,V gAsi�t/ 14 CONSTRUCT TERRACE DRAINPER QETAIL ON SHEET 44 LF 1690 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL a1e.911_*^1G 20 FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 7 I RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING ` 5rG',QN1 13 GRADING DEBRIS BASIN PER DETAILS ON SHEET Ito CY 931000 (EXPORT DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS , WHETHER OR NOT I c , 16 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET # 4 LF 560 NET) SUCH FACILITIES ARE SHOWN ON THESE PLANS . a �• 17 CONST. RECTANGULAR CHANNEL PER DETAIL- ON HEFT It LF 355 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA S MM RHI L R0 D ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR 0 �P 18 CONST. JUNCTION 5TRLCTURE a PER CITY OF RANCHO CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 0 P CUCAMONGA STD. 33� EA 4 RIGHT-OF-wAY . 1,n 2 viee�Gvg z 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH c i - 20 COA167 30 /NCH DSA. INLET TYPE OCP PER C,►L TieANS EA 11 ® BACKFILL. , COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL :r Rom STD. 07,5. SEE 0ETA/LS SHEET /O. WITH G bK/5 M-P"Ns 5r0.R�� r�f� BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A Z HI E FAFM 19 CONST. JUNCTION STRUCTURE I PER CITY OF RANCHO 4 WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE u CUCAMONGA STD 330. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIORTO THE i s BI RDSONG PLAC 1,j S 21 CONST. REINFORCED CONCREfi�tbwv:n R&R -L.A.' COUNTY STD. M#Z-P404 PLACEMENT OF BASE MATERIALS AND/OR SURFACING. INLET STRUCTURE DETAIL. OR DEBRIS bASIN.SEE DETAIL ON SHEET N0. 14 EA 2 CARRARI STREET s ZAP N.T.S. I 22 CONST. ASPHALT ACCESS ROAD 3"A. ON NATIVE. Sp,F. 31,040 6, ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE �,a Q 6' CONVENIENCE OF THE DEVELOPER THE CONTRACTOR SHALL MAKE HIS OWN s �• - � 3RCp OCONST. TUBULAR STEEL FENCE (RCSD NO.608) DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. AND GATE FLR L.A.C . F. C . D . ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY STD. NO. 2-D179. SEE CETAIL ON SHEET NO. 14. LF 2053 LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED SBCF D RIRICE TO a-MTRA[TORS 8CONST. SPILLWAY BRIDGE PER DETAILS SHEET16-18. EA 1 IN THE OTHER ITEMS OF WORK. EASEM NT All contractors and subcontractors performing weft lihewe oe or feleted to these pla" shall conduct their operations so that 00110ots are provided 7. CiTY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM a safe place to osworkhall comply thew 0lith tceis protected. All contractors &ad Safety and width 25 CONST. STILLING POOL a RIP-RAP PER PLAN SHEET 9 a EA / THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND me ,,lations• of the I .S. Dopertront of Labor, and with the State of OMISSION DISCOVERED DURING THE CONSTRUCTION. UPON REQUEST California Departmettt of Industrial Relations' •ConstrNcties Safety Orrltn a DETAIL SHEET 14. file civil ongioar shall sot be rest+Ible ie any way for the contractor THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO or subcontractor's compliance with said regulations amid orders. Coatractor 26 THE CITY ENGINEER FOR APPROVAL, fwr•thor ap►ets that he SMi1 assume sole and complete res"asibility for the CONST.16` GATE FOR DEBRIS BASIN PER LACFCD STD. sob sib cw4ition during the course of construction of this project. DWG. Nimclwdinq safety of all persons and property. This requir "t shall apply Q 2-D1T9. PES OETA/G 5�,IEE'r Imo. EA 1 8, WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAN, continuously and not be liMtod to normal wortis9 hours. Asa none w HAZARD FREE ORDERLY STATE, THROUGHOUT THE CONSTRUCTION. contractor shall defend. ind�ity, and hold the owr►tr. the City of Rancho OAvmon" 2© INSTALL b0" R.C.P. (SEE PROFILE FOR 0-LOAD) LF 268 SITE SHALL BE CLEANED UPON THE REQUEST OF THE INSPECTOR. and the civil e"inter harmless from any and all liability, Mal or alltgod, is Connection with the perforonnr_e of wort on this prosect. eeoepting?` 2t3 INSTALL 2' RING ENERGY DISSIPATOR PER DETAIL ON CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO liability arising from sole negligence of the owner or ongimoar, and the NOTE: �``�`� � City of Rancho Cucamongac;i .' SHEET N0. 1,0 EA 35 EXCAVATION . PROVIDED FOR YOUR CONVENIENCE: ARE THE FOLLOWING ALL RIM ELEVATIONS ARE APPROXIMATE AND ARE TO BE ADJUSTED TO THE FINAL STREET - a' ELEVATION AFTER PLACEMENT OF THE FINALi► / PRIVATE EM6iMEER'S NOTICES TO CONTRACTORS PAVING LAYER. l� The existence and approximate location of any worrVeand utilities or stroc- CONST. REINFORCED f:ONCRETE COLLAR PER C/TY OF RqA/ res shown on these plans are obtained by a search of available records. To 570 329• 8GENERAL TELEPHONE (800) 483-3000 30 aNc.Y ` `` tures best of our knowledge, there are no existing utilities or structures except C[K�eMI')MG.9 . ' EA 2 FOR UNDERGROUND SERVICE as shown on these plains. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines whose locations an not than. The Contractor sNll be responsible for not1tyieg all utility and irrigation companies prior to word an excavation to determine enact loco- . SOUTHERN CALIFORNIA GAS COMPANY {800) 427-2200 RES_ and tion of all lines affecting this work, whether not skarn hereon, and for ce 2 16 N. EUCLID AVENUE (800) 427-2000 COMM. ti - , damage or protection to these lines. ona"ONTARIO, CA 91762 � '` ` / 33 CONST. RETAINING WALL PER CITY OF RANCHO CUCAMONGA LF 225UJ STD• G04. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-21591 cr 9641 SAN BERNARDINO ROAD PROJECT CUM 4 CONST. HEADWALL AND ENERGY DISSIPATOR PER QETAIL ON EA 2 RANCHO CUCAMONGA CA 91730 ¢ r � ,,,;r-;•�� ��\ � �`�� '� h�, b �'-" 3 cc No. C43236 z r ` Est/matt of waettt/n 1s provided ►y the tmgineer eety for trM ' �a / � ,,-�5, •w1, �.� �tL -- o��Y EV:3-31-04 convenience of the Contractor. The Contractor shall matt bfs ore SHEET 15. �\,�� �- _ ` .� �.. - _ � -'� �-- a.. ,-- •`�., � �.:�_ Amydetermination of construction 45 CONSTRUCT OVER FL9W STRUCTUPE PER DETAIL E. METROPOLITAN WATER DISTRICT (909) 593-7474 Itse of wort required by these plans which is met specifically listed in ON SHEE'i i I LF 315 700 N. MORENO AVENUE /� cwrow J ?q� •+ �CitCa- '/ \ the wt«sttlmab of gwntlttts shero ll bt'Considrd as Included to atttslr hams LA VERNE, CA 91750 4® CONSTRUCT RIVER WASHED GiaAM!TE COBBLE STONES -- --- ��`. 9. GRADING LIMITS SHALL REMAIN WITHIN THE PUBLIC DRAINAGE EASEMENT PER LMD PLANS, 1700-L. SF 9720 • r + OR OBTAIN ADJECENT PROPERTY OWNER PERMISSION. CONSTRUCTION GRADING ,�_�• `� - ���. ADDED GARDEN WALL ALONG NORTH LINE LOT 49 �7 CONSTRUCT CALTRANS FENCE DETAIL PER STD B II-57 TYPE 7. OPERATIONS SHALL BE OVER SEEN BY A CERTIFIED SOIL ENGINEER. •• 1 " � . 0 SHEETS 4 AND 4A I7/ti` b2 PER DETAIL SHEET 14. LF 152 ApDED I5 RGK r ----cJ °R.: Ott li�3af a# ® D� K Gv,�>: Td I N L_ETs 8 CONST. CROSS GUTTER PER DETAIL ON SHEET 4, SF 384 r �— �• • P =.{ �Gr�i ; SHEET'S 2� 3,4A,5,(i ?, ai`I. y-/S 03 • JC^d ONL (� x- `� ,�1�: t FACING SLAB _C-ARIFICATICN, CHANGED THICKNESS TO 8• ©9 CO;�ST. RIP RAP DISSIPATOR PER DETAIL ON SHEET 4. SF 33,600 •�:' 1 " : .� ; `'Cy ��,LAU ADDED RETAINING WALL AT OUTLET STRUCTURE-SM 1 NST. ��AC BERM _ c �' - 50 CO 6 LF 694 - ;1 ��_' t.. i Nc 23814 Kew.5C �:ArcH P•N uv"V ' D6?n• SM:x-nr /o its/6e, O •' ' . • •• V ` !Y' f En,,. 12-3101 '' A REV/SE LATGi2,lL Si�t� • 'r f a � -:' , DESCRIPTION OF RE VIS ION DATE Y • . APPROVED 7` 1783~ ,a iBoo n, �t`Y• • - _ CITY OF RANCHO CUCAMONGA 5i� ............ MASTER��"'' MASTER PLAN STORM DRAIN LINE 1 a • — _ _ FloW Contra _ STORM DRAIN ` BaL,n t-- -- IMPROVEMENT PLANS FOR �. _: : :; �. BENCH MARK o �t I •,: . �I Y BRASS DISK IN CONC. CURB STAMPED TRACT N 13316 NTE. ��- •Q' 'CITY OF RANCHO CUCAMONGA BM 10105 ANY AND /ILL QUANTITIES SHOWN ON I ' - ® _ ---__-__ APPROVED BY: / DAT Z1 '� x _=JLC- "iAP"D 1987' AT NORTHWEST CORNER OF / //� / E' THESE PLANS ARC NOT WARRANTE=D _ ` �� I .1�• /' ,5 . � • • I . , , ARCHIBALD AVENUE AND HILLSIDE, ROAD CITY ENGINEER , RC.E NO AND THE CONTRACTOR SMALL PERFORM GkAN1 3 FT. NORTH OF BEGINNING OF CURB DESIGN 'i` RE M r -1-•@-+ RETURN. LAN t �' ENGINEERING INC. 4 AND BID ACCORDING TO HIS OWN ESTIMATE 5055 Avenida Encinas, Suite 230 OF QUANTITIES AND SHALL NOTIFY THE M 1�V DRAW" Carlsbad, CA 82008 sHE�of I� ENGINEER IMMEDIATELY OFANYDISCREPANCY 4+� Sam: 1M+21f00CHECKED 1�►1. ZOMORRODIAN R.CE. 110 DRAWLING NO.— DATE EXPims— . 1700 D ClAntec Engineefing Inc.expressly reserves its common law copyright and other property rights,n these plans.These plans are not to be reprodueed,changed OF_._. _ 1y p gets # _____ or copied it, ny form or manner whatsoever nor are then to he assigned to am third party without first obtaining the express written permission. --...o .t.._ _._ _._ _ _ ___+__ ___ __ ,_ __�_. _._ -----L--- .. .. _ . . _._ _1--_. _T__. 1 �� � .[. - �, ee y: _ _. __ ._ _ _ _, __� ._ __ _:_ _N ® 3 . 1- 0 fi µ+_ I ' o 0 0 0 0 0 Q . _ ._ _ _ . I 11 I � .1 ' I i 1� .r- _ I I i:, . I ._ I ( cn o v 0 � ^ Q ... 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I I ; � 4' ;, I I I ryl I z § g* z Z .4 F ` � _ V _ _ _ _ - _ _ 0 2 10 mo Z 2 - �. .�- -i- . -e k � - .1 _ _ .._ � . _ _ +:r. .. - VC E m -1 i � "' N z r Q y � tTl ° _ _ 8 G) DIs - ()J z _ n ��� � ,. % _ 1. n� I � 9 o 4 wooZ IT o� _- _ -- _.. _. 101 ()) I ,I* (A F" O M 2 ;9 0 bp 1% ICN L I 11)kA 11 . 0 � OO Z c" d o O _ �_ .. _.. . - t•q �{ Cdr ,.. �� O Z _ - - . - -... ._. ._. : _ L1 .. __ -. _. _- -_ -. _ .. Q r `�'` - `� 1. 11%% - _ -- -- -- -- - . > x :; --- ­". ­.. ... - I ---�-. - --.J-. - I -I---J- T - ' ---I -- .. .. . :. -- _..i .. .-. _ . .. .. _. .- ... .. ... --: -- _--•�"--: :_ .:.. .�. .. .- , .- .. .. .. ._ -- I ' I X290 CONTRACTOR TO pL.I NnNG or- 13A T/A/ swpsS �r,' _ 1+` --- �__�� VERIFY APPROXIMATE LOCATION - j' �� ! ��.� OF WATER LINE. SE -PAP[.�4AJ EXISTIN016" - --= = (TO BE ABANDONED) K_— RCP STORM DRAIN 22 ,0I ' / w w' �. w ' m M M M M M % m m m ! m m I `. 0 0 ® ® y d / O O O O 2<.J� O NC4 C4* , Il cV N S S S S S S r ` ± 5� I----- - - — -�- 22 ' —-— --C14 C14 N --- i 14 (V r� 110.0 14 - —._.� cl: 11 � la:_ 14 N _ Cil ---- N ----- N N N - - - --- - - - - "- — k ' _ — - - BW / ( mCap _ 14` \' / _ 2260 I L 33CN � s T / ate_ B 6 - — - -- of "(+2.0 O BERM) I 4 '�_ __ --- - _ p, 7 � � X250 _ - - - _ N - � O 5 - - - \ _ , . _ 1 = r _ 2240 _ TW 2237.5 Z33 - 16 cnl.F: 1'=40' Z t. �i — ------ — SPLASH HALL48 w . �' 2 . w / 2263.00-- ] I TW 2237.5 2235 _ - 16 �'S ¢ z FL. (+2;0 ® BERM) + Q 4 2230 /,/ / - 222 i 22 48 ¢ . ---- — } _ j / , / + lb 2220 FL. +2.0 0 BERM _ j - j / W 72205 4 '� -- --- N i G U i i I 1 . TQN 49 o`er, O 0 / i UTRE D SS I FL. (+2.0 0 BERM) - -- } Oct - - -- 1 DETAIL 4F R.0 1p W / I 6N SHEET 14•._ , PG D• '` w 4- [�« --- SPILLWAY 2205 I2248,k' 74 ! - - 10 - FL. +2.0 0 BERM 22Cl 20 - � � /- o % � / � � ' '2225 3 NIv �N' ' „ <�` ' ` < ;�_ . , . .R . .N • 3 + _ �-� �,- /- ; M �• >E- } - v ✓ / 3 EX. SCREEN WALL COs,✓ /%/ I '� Z ', COBBLESTONE �<r►4.4�c - - - j I PER LANDSCAP ---- - - '� - - � l t'LAN(1700-L) 4 2 NOTE TO CONTRACTORS SADDLEW000 PLACE +; HVNTSWOOD PLACE ENGINEER'S ESTIMATE OF BASIN GRADING QUANTITIES GRADING QUANTITIES ARE ESTIMATE ONLY. --- - -- -- ---- - - - - - _ — A 3, RAW CUT = 105,000 CYD RAW FILL = 1,000 CYD 20 Bar dick, lap 2 SEE SHEET 3 0,15' SUBS = < 800> 0.15' SUBS = 2,800 THE QUANTITIES MAY VARY DEPENDING ON S illwa �I #5 @ 18' Both ways F ADJUSTED CUT, = 104,200 CYD NET FILL (C,I,P) = 3,800 CYD THE ACTUAL SOIL CONDITION DURING CONSTRUCTION. slab y Cl y 46 COBBLE CEMENTED 10 % SHRINK = <10,420> (TOPO ACCURACY ± 1 ) Ul g" Typical facing TO SLAB NET CUT = 93,800 CYD �--- 1' 2'-9' 2'-3' �. <. N slab const, 6' BEND = joint EXPORT 90,000 CYD het 3' LAp �P / (TYP) GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATION OF THE — e • 8" Az GROUTED 2`ti 12' 'GE❑TECHNICAL EVALUATION TRACT 13316' BY GE❑TEC INSITE INC, DATED SEPTEMBER 2ti Bend in 8 ° �•1 '� 1/4 TON RIP RAP 17, 1998. 6 Field 12 V' J— •. 18 8• CONSTRUCTION NOTES 3 • ALL ELGES TO BE Compacted Fitt 49 RIP RAP DISSIPATOR / 14 CONSTRUCT TERRACE DRAIN PER DETAIL HERE ON. TRIMMED SMOOTH 7 12' or Excavated surface N. EM DOWN DRAIN ANCHORS CONSTRUCTED O BED RIP RAP 15 GRADING DEBRIS BASIN PER DETAIL THIS SHEET. < IN GROUTE ' '' - ' ' ' ' 8. EVERY 10' IN VERTICAL HEIGHT FACING SLAB DETAIL 611 MIN. 4' MI NS-�1 AND AT TOP & TOE ❑F DOWN DRAIN CONSTRUCT DOWN DRAIN PER DETAIL HERE ON. TOP OF 3' HIGH SPILLWAY WALL SPILLWAY CREST 24 ' 16 6 x6 - W1,4xW1.4 W.W.M. RRAC RAIN MEASURED FROM TOP ❑F ROCK 9 SAND$GRAVEL TE E D CONSTRUCT REINFORCED CONCRETE TOWER PER L.A. COUNTY STD. NO 2-5404 FOR DEBRIS BASIN. (6 CONC AT ACCESS ROAD) 21 S S 14 � BEDDING O O N.T.S SEE DETAIL ON SHEET. NO. 14 RW DOWN DRAIN COMPACTED FILL 16 N,T,S 22 CONST. ASPHALT ACCESS ROAD, 3"A.C. ON NATIVE. 23 CONST. GARDEN WALL PER CITY OF RANCID CUCAMONGA STD.606 AND DETAILS ON SHEET 4A 1/2' R (TYP) V46 COBBLE CEMENTED 23 CONST. S!TUBULAR STEEL FENCE STD. DWG. NO. 608 PER DETAIL SHEET 14. ANCHOR T❑ SLAB 81 (SEE DETAIL BELOW) 26 CONST. 16-20 0 GATE FOR DEBRIS BASIN PER LACFCD STD. DWG. NO. 2-D179. PER DETAIL SHEET 14. 4' 46 RIVER ROCK OR (SE FACING SLAB �4' 3'-0' �4'� 6'x6'-W1,4xW1,4 33 � COBBLE CEMENTED (SEE DETAIL ABOVE) �_ O CONST. RETAINING WALL PER CITY OF RANCHO CUCAMONGA P/L I TO SLAB PER LMD PLANS (1700-L) 3 W.W.M, STD. 604. ' CONSTRUCT CROSS GUTTER PER DETAIL ON THIS SHEET E J / SECTION B-B 3, I a 18 Q ADDED GARDEN WALL ALONG NORTH LINE LOT 49 6 x6 W1,4xW1.4 W.W.M. CROSS GUTTER FACING SLAB CLARIFICATION CHANGED THICKNESS TO 8 � } ADDED RETAINING WALL AT OUTLET STRUCTURE N T,S / DOWN DRAIN ° 2qANCHOR I I DESCRIPTION OF REVISION COBBLE CEMENTED T❑ SLAB 12' EXZST GROUND / 8' —�1 I�� , -r. 12' Z < I �I 3F' i r SLA #4 BARS G z CITY OF RANCHO CUCAMONGA Const, Q i 8' joint 20 Bar cc � No's 25.0 � i 2 -__ <, o dick, 10.P. SECTION A-A ,._ EXa'3-31-0 8' R.C. BLOCK 9' STORM DRAIN PE 21.0 DIRT LINE I' ABOVE 3• 1 cS! N,T,S � BOTTOM OF FOOTING 5' I SPILLWAY WALL rein, f N '� #5 @ 15' \ — � 2, �---- 1S' � P,S, M � • QR�� ESSir�,ygl DESILTING BASIN PLAN EACH WAY MIN. OVERLAP 3� �/ NOTES; ��Q``� �`�� S M �`✓�: IMPROVEMENT PLANS FOR 2 TRACT No 13316 SECTION C-C 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE ON 2 0 r STRENGTH AT 28 DAYS .OF 2000 P,S,I, CONCRETE MAY BE ; APPROVED BY: DATE: 5 ANCHOR DETAIL PNEUMATICALLY PLACES AND SHALL CONFORM TO SECTI❑N 2621 CITY ENGINEER R.C.E. NO. #3 ❑5 BENCHMARK ❑F THE UNIFORM BUILDING CODE, DESIGN RECO E ED TS 2x2x3/16 ; AC PAVING 3'� x 9' Dee @8' OC POST �T y I\4\ LANTEC ENGINEERING INC. 2. REINFORCING SHALL BE 6x6 -W L4x W1,4 WELDED WIRE MESH E OF CAS 5055 AVENIDA ENCINAS 05.0 2 BRASS DISK IN CONC. CURB STAMPED (W,W.M,) OR APPROVED EQUAL, SUITE 230 #4xl'-6' "CITY OF RANCHO CUCAMONGA BM 10105 3. GROUND SHALL BE PRE-WETTED T❑ THE SATISFACTION OF THE DRAWN CARLSBAD,CA 92008 SHEET 4® CONSTRUCT RIP RAP DISSIPATOR PER DETAIL ON THIS SHEET TOTAL 4 1987 AT NORTHEAST CORNER OF M. ZOMORRODIAN 4 OF 18 O CONSTRUCT RIVER WASHED GRANITE COBBLE STONES SECTION Y-Y PER POCKET BUILDING OFFICIAL OR ENGINEER PRIOR TO PLACEMENT OF CHECKED R.C.E.NO. DRAWING NO. ARCHIBALD AVENUE AND HILLSIDE ROAD 3FT CONCRETE, MOISTURE LOSS RETARDANT SHALL BE USED WHEN PER LMD PLANS, 1700-L. POST POCKET DETAIL NORTH OF BEGINNING OF CURB RETURN. REQUIRED BY THE BUILDING OFFICIAL OR ENGINEER, DATE EXPIRES 1700 — D OLntec Eeeginerrtng Ie espre.s}v rexroes#•s common hew copy,lgl t and other ptvpMy r�hLt fnthea pbm.nww phme are not to be erpe odeete d,changed or copied in am form or manner whatsoever nor are thea to be assigned to am third Darn without first obtaining the express written permission. Er W, •troe Existing headwall Exlsting headwall 1. 1499 .x.xw..c«•rww«...m...•« e- 22 nn p x 300 nn Anchor bend out to ««err�•i..,..,.,.w.w w.e.re.. bolts on 1.33 n bolt cUcle 39 nn x 194 m. boartl O11i�••• •�•rf0�"'°0"•`w'p1On Exbtlrq Alpe properly brace fl 1 1 with concrete Forn opening 5 ex•« ExlstMq Pbt Cut 0r burn—� 5 I 9 r I r I I l l n 1 FI I I with concrete DETAIL A Junctlon box 39 —. 104 nn board properly bracod­ PLAN PLAN t�0 VARIES CONCRETE CAP Q lsckfll to 1.5 n above R or as ducted by the EnpM+eer —� #4 BAR 4 Clump debrls rock Ca to Clap debris rack c to BOND BEAM BLACK u�rfWalled sectloK of rlsrr unperforated sect1;�%F er Ser Dttnl 1 A c Set Dotal I A 7-Top bars sent as posts, Pe spotweld to end posts both skies \ p 270 nn Slots, at puerter TTP W Z 2 VERTICAL REI points arourM clrcu+ference, 250 nn Slots, 0t neer is > c 0.9 n row spocing, stagger Spot"d each post a places Mie > Qua points m alternate rocs !X. >`a s around clrcunferehct, 0.9 n roe o OG BARS 24' O.C. kckfllt to spocing, stagger alternate row FL ,above Stonderd 1200 nn CMP 2232 - - - - directed .� `• m Q� E00 nn of 1200 nn CMP 0 «a BAR by the s 250 C c sl"ioCrlr'1'gveted,nn x 76 nn x A Engineer a ryp tnckwNded to 12oD rw'pc `od or ` Cut or burn pie' = S BOND BEAM BLOCK 9 0.3 n Max C-C 8 3 tl c `J Grout eve Spotweld each post 4 pieces spoc�d fl I nc 200 nn bond coupler 8 ►� � � > fl 1 let O O +o +O s-u3 9230 Exlstr,p My S Pae FRONT VIEW 6' OR a' N Extrt►N S Wx (750 nn Mex) C750 nn Max) M 22 Posts- is n or 2�4 n lengths use 50 net plpt or FINISHED GRADE cv .f L51 nn x 51 rw, x 1,9 nn (Golvanhed steel or aluminum) (n N cn N 6-s13 '. :•° SLOPE 1/1':r 2a evenly Concrete flit 1/A.r1• SLOPE: 1.5'1 MAX f DEBRIS RACK CAGE 16 spec d r 16 1.3 n + O SECTION B-8 M� BAR STATE Of CALIF UM1A U w, � SECTION A—A CMP RISER DEPARTMENT OF TRAMSPMTATION 111I ALTERNATE 2230 ,� V` � q�, CMP RISER DEBRISRACK CAGE ..�s� �,� BARS . {- + ^ TYPE B 3' CLEARANCE !!fes 0 00 TYPE A NO SCALE ^ A• N ALL DIMENSIONS ARE IN D93C R.o.W :a�� MILLIMETERS 11NLESS OTHER VISE SW VN c 00 (V NOTES: - au �1 0) N t ALL VERTICAL CELLS CONTANNING REINFORCING STEEL SHALL BE FILLED WITH GROUT IN 1 ADDITION, WHERE 6 BLOCKS ARE USED ALL CELLS WITHOUT VERTICAL REINFORCING STEEL � SHALL BE FILLED WITH GROUT TO TOP OF BOND BEAM AT MID-HEIGHT OF WALL. z ��. + � N2. THE BLOCK WALL COURSES AND FOOTINGS MAY BE BUILT PARALLEL WITH THE cn N STREET GRADE 17% MAX.) OR STEPPED. 2228 2228 3. ALL WALLS SHALL BE PLUMB. TOP OF WALL 4. BACKFILL SHALL BE COMPACTED TO A MORMUM OF 90%. U. 6. FOOTING SHALL BE CLASS B CONCRETE. S. CONCRETE BLOCK SHALL BE GRADE A UNITS, CONFORMING TO ASTM DESIGNATION NO. C90. lu 7. REINFORCING STEEL, GROUT MORTAR, AND CLASS B CONCRETE SHALL CONFORM z TO STANDARD SPECIFICATIONS. a. ELIMINATE MORTAR IN ALL VERTICAL JOINTS IN FIRST COURSE ABOVE FINISH GRADE. 9. 1/2' OPEN JOINTS EXTENDING THROUGH THE ENTIRE HEIGHT OF THE BLOCK WALL, SHALL BE SPACED AT A MAXIMUM OF 50'. 2226 2226 10, ELIMINATE MID-HEIGHT BOND BEAM IN WALLS WHERE He4, OR LESS. 11. TYPE OF BLOCK SHALL MATCH TYPE USED THROUGHOUT TRACT 13316. ® ,p lu ® z m ! � n e CITY OF RANCHO CUCAMONGA, CALIFORNIA ,: APPROVED 81r-U. STANDARD PLAN ® MASONRY o GARDEN WALL W � �, G->'•! 606 LU 2224 2224 W CITY ENGINEER DATE USE WITH STANDARD sprariCATIoNs FOR PUBUC WORKS CONSTRUCTION Iz R.C.E 2 4 9 5 3 F/N/SHED GROUND SHEET I I ® 6w 8LL \ \ i � � a to N M LL z U. 2222 m 2222 + P N U. H + O No DESILTING BASJN (0Lie TOP OFFOO T/NG I_ A PROFILE SCALES Q o HORIZ. : 1" = 10' t- U) ` VERT. : 1" = 1' bpi N � 2220 - - - 2220 0+00 0+50 1+00 i LOT 49 GARDEN WALL PROFILE \ ADpCD 0E6R15 RACK GAGE DETAIL y-iso SCALE AS SHOWN _ — — — — — — — — — Q ADDED GARDEN WALL ALONG NORTH LINE OF LOT 49 07/26/02 \------- ------- No. DESCRIPTION OF REVISION DATE CITY \ I � \ CITY OF RANCHO CUCAMONGA \ PLAN FOR STORM DRAIN Q�,pFESSIpNQ �.� ``. TRACT No. 13316 l � Underground Service AlertJOHN FO - AA APPROVED BY: - DATE: Wopt. CITY ENGINEER `C R.C.E. OE1C-OR E y0 2 — Lo Call: TOLL FREE _9=30-02 * ` ` � }# ' WALL LOCATION ON PROPERTY LINE DESIGN Associated Em�/ineers, Inc. RE �p f SCALE: 1"= 1' -800 cv N 3311 East Shelby Street OF cA��F° DRAWN Ontario, California 91764 SHEE 227-2600 4A of 18 TWO WORKING DAYS BEFORE YOU DIG CHECK JOHN FORD BERKELEY RCE No. 63652 DRAWING No. DATE 07/26/02 EXPIRES 09/30/02 1700-D _ .. -- -- -- .. .: _- - + •- -- - - .._ . ._� .. __ _._ I ozz 1� c T o j L� r_ _ . . fi- 11L I ..­­.- _ . . ._ ' _. .... :_ r .. ._ _ .. 9 a.��:cj. 6 � � a . ' z . _.r. 4600 _ ._ .._ _. .. _ _. _ ._ - ,,_r - --Y -- ki 00 I p- _ - .wk.z' 4_ -1 w a a o 4`, a coQb � t ti O g �.zr W W W a~ . -- __ :. .. .... .. - -_ - .. .: _ .-4..1.1 .- .. }... t .11 ZO cO•� Z O z ¢ M ti <06 ul W �Q N� O J _ � � � O G' ac a o - - 4i :r"S\ & \,\% It b Ar --- _.., -- - - ._-_ .._.. ..,. ...._ ,. -- .. _.. _ _ pc w . # _ _ _ ., Y __ .. _ __ �' "� �'�+ I ��''" o ca J to V o :r•Q w li VIS � "�' F- "'!!l Oc < w ''\ 15E 0� < Z r ) ,L) ---- - i . __,_.__i__..., -_i-, 1_,_H­d l.: -­ --- ­- ­_­___ "" ­_ �9.P_ ... ... ==� � � . 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', ', \ .,� \ �• _>),__ �,_ ,, ���:�'r'—^• i • ' � �; GT+`!'. .. ,£4EC�iy���P- AP, '� - .._ r _+:.:•—s ....:.n.:, :..�.. :..-...a ..:_....�<._. ,. � k , • -s f , � v 1 Q 1 �� Q i R � � ---,. / •I �� tC � ' � ff,F/7 oC+ .____...._.._.. _.../b'' 9'3 / '�`! �a� N Dper. AIN 17 04 f 31.0 � °�''` 7 f 4 >BOX CtIL11ERT � .... ........ CcILVEKT � r�- i + '18 PIPE- OD .. ZD,LT � , �. I> rn, gip: f � n _- PAD 2064 � , + PAD 064 %� i• %• � , � f t 4 Yl , ! 1 pb !44 - I _ f 35.00 G.8• -- % ,-' � � . ;. . EhG/�'� ifs N� G U� 3•�:- ' �iN TQANS �''�' ;� �' ; `' ,,, .- ;> •- >•- - V'E'AL� 9 74:DCT i � .., .`� : 4 �'t T R ` - -' �' Z _ - f•� RSV - �W/ISH�t3 G IT,� a , o � Q'. ,,., • �,• -- • ; � oa'�oo � ' • FENCE_ . ' � `���'Af��A o � � R A _ '�X� - — .'-, �1�bDEN SOB 1,�I _ �..�`_ ..' - - - `� h�, O' P ANS � , ,5 2� LM ', R - 00�F CHANNEL, '• , , � �y .............,; ..lA . . ,.,....�_. •'}., .:..;.;• : / OfN FARM � 3 74.6 ND/ i' � • , \v ' ' � AVS _ � f i�'O�'•9G/C eo rl, y-.3 � D 1 \ \ I \a i - V p _ I i ! t , \ _ £ � iA i E 0 s .•.. .. ...,.. D O co O M VAR/E$ T � 3.5' 7'O n D Iry 111 7 f 4/. OO E. C. t�j ( � BE6//( 5.40 NOWL. 3 �, � y y I n o �� 0 � � / �o In is � m � � �► END H OW4. � rn - * REGISTF ��• _ �.a Z MOM 9F� � cn L C/1)' � 0o D 9tiq Mnao�� �� i 00m� J � � � 3 / ,••- � * z A= Z I 0 14� I 1� 0 � � � C1� � 9 f 3 5.00 r _ m � i z � � D �� \N �•l0�6 o Al � (p� N ,� `•� � 11 rn rn m y � � ell.- 4 7.00 N •vi cn � (fl 73 c� 'e. I r N � 1�0 � w D � � > n Z Z y 9470.00 � N c� a �... n �— "'{ D � lel w� n ®RIVER WASHED U RANI •�= `'s •� Oo K � � + � (/� Z � D COBBIEST�NES PER � Z � � � ,� !• �N � J • :13 ^' � r N� � v Z m m �' STD. DW6.0542 Z ••► r O Z _ m D p D N � V � �' 0 � � � m o Z � o 000 !�/ODFN FA_ M iPDAD N z wW � � rn � _ < � Zorn �D •�. n - m ��% -� 0 � � O rn IT! U) � n = .�--,•,.. ' � 03CA G n z O D ,� Z o 0 3 � 3 � `rr\��1 rn � ro � v� z CA X D 30 Zm � o �, D L _ �0 �m0► , opo zo ., 0 � „ cn A 7C � y� T1 00 � z � � � m c 3 ��- �2 � 1 � D x 0 � a )� A O Z CC • v r , 2 STRUCTURAL NOTES R� b � I 1. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN 8 L 8 ULTIMATE 28 DAYS COMPRESSIVE STRENGTH OF 4 ,000 PSI CEMENT SHALL CONFORM TO ASTJd C150, TYPE I1. 0OR .� a flETAtL. G – 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONALLY * T RIGHT `U l D TO 0 A R L T PROFILE, AND PARA�L>i; � � VERTICALLY ON THE PRO I • R ., - CONDUIT H • F THE CO TON THE `9 _ CENTERLINE- 0__-F 6 o CALTf�IyS ANGLES (OR, RADIALLY) TO C I # foK Eu6f 'e OtSSIfA-Toft- u= 2 PLAN EXCEPT AS OTHERWISE SHOWN. Gp"12CP �} I <n0"2CP H lI-92 -TYPE 7 4 �to Gr �, ' 3. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND THE REIN- Q , ¢eTAIL, •■ v 'S �-7 f9 * �J FORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. i t •' " 4 . EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE CHAMBERED 3/4" . Q �� 4� 5�6 �t-�• � In gTb E L P1I11 E d — I #4oL1ll' U DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO FACE OF - a I 1C LII (@c7[ -C, -c ?� Tole-v— S' I --- " t_oose R•ef 1Vir BAR AND SHALL BE 2 INCHES UNLESS OTHERWISE SHOWN. / - h = �3/q �( I I I fpiT SLJ� Gly LaNt� 6. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE ` L - 7 ' (TYP) fL-,,W 60, DEFORMED BARS. � +� 4x 5/tG &A LV. ---- - — TO NEXT 2/NG I � C � STGCt- pte►T� 5 s 1 -_ __ - ■I 7. ALL BARS BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S 'BUILDING CODE REQUIREMENTS FOR 0 p REINFORCED CONCRETE" CHAPTER 7 (ACI 318-77 ) . A—A Jrc now b-b q - So LONGITUDINAL STEEL SHALL BE LAPPED 40 BAR DIAMETERS AT f♦EIZ•E 1 =V � • SPLICES. TRANSVERSE STEEL SHALL BE LAPPED AS SHOWN ON1*51 EATOK EN v� DRAWINGS. ENE_ _. i - 9. PLACING OF REINFORCEMENT SHALL CONFORMED TO THE AMERICAN .SEE�o SHEET{ NO. 3 I •,I _ . D� DIAL"{ Z - 6ACS, CONCRETE INSTITUE'S 'BUILDING CODE REQUIREMENTS FOR REIN- 10-4lZ -A tL Ae. sNe vN F90M TJI! syst-rAc< FORCED CONCRETE' CHAPTER 7 (ACI 318-77 ) . ' # 4 EATfRA IPAff 10. HEAVY COMPACTION EQUIPMENT SHALL NOT BE USED FOR BACK- or ' FILLING THE STRUCTURES IN ORDER TO PREVENT DAMAGE TO THE Kole toDesre' S �� weMcke•sdR STRUCTURE. THE CONTRACTOR SHALL -BE RESPONSIBLE FOR ANY �-� cart' used w"r •e•roos e^e • t4tM 'l,tYof neNfoodsO ..is,us. TypeGCP4aef N slaY 3e'■ CA_f t Ont w mo•e well ope lAgs can be wood Locoran and mr+Ma+as erdred Sr M E+qnw. • DAMAGE TO THE STRUCTURES RESULTING FROM INAPPROPIATE COP!- ope-N "De cot' mppe 24'aWwng • d t4'neat•trsoted �r //�_ �( ~ PACTING TECHNIQUES AND EQUIPMENT. ' I cart (saNa. ed ■ V i a�RS '• 1_ 0—lolu,end 11. THE BACKFILL SHALL BE BROUGHT UP UNIFORMLY ON ALL SIDES ° 11, 1' 4 1 '�""'• % 41'Clw%red R wet Wid gate relies FLAW Psoce Oo•s d SEE ttaen,�e CSP omc oipt 8 OF THE STRUCTURE. '''w"^C sa h corrcarr"onto _T ��" m1am wrrfocep�ler w,� 3•s�• N L 2.■6.� $$E�EE �— TEp 1pe J6R C00% t14' Pedwoodtap DETAIL•F'I.. 39-_� SEE YnETAtL'GP46-OW car d to Plvn c4k s" L�_�..^. �' for s«wale n) mw,o+ b �(See seNion o-e Sb'�O'' •�• s kr DMMrr,design) ' - Cent•vous tntHp•oe � SECTION D-D �'dM'fwa+lreated f' wad �, TYPE OCP or OCP I (see Note 9) choin(See note 10) CACTRANS STANDARD BII-52 APE7 `'ad'°'r" = WITH STEELCOVER DETAIL "H" +f4 �� b�tt- SEE 5J4EET /4 DETAlt-47) oft. t4 CKTRA - ': :: ::;.:: ; s,d W w �'4�Qg 4oEi_ " e _�� 'X bsatc i Z t� T 5 Join to e S SECTION A•A ( pDt s • , 1p'Checked R " �' ' TYPE GMP TION e-e i J ` _TYPE OCP or OCPI (See Note 9) 1UA hale ' O = w •• 1 5 S>t S WITH REDWOOD COM 1 � J ,r ems- 4 C tie o.t"i 5x8 Cast :I tAst a ppe ro•36R Drat. �J f'ILL! • +ooe»Don al y._ ST+o'ed wd — rase..It be profkl —2'-11 ++� Z �• tb' D-G . 4 wth,ron su tae Ito.• t1PPERSPART pi On DETAIL"G" SECTION E E ISo t sevion 9.9 EUCrE 4qf- lo.Dorfom dnr CPGE 6/1t[ r¢�l, 0 1 fb T ` t4 f[,•e � • ' If15+f,�Lr S S�-6YE o,� y .� `�s2�•. � SECTION B•B „1 1- �•C SP Rise, ■ 'Y">iL -- -- X I 1�S = w Tock weld o, WITH GRATE Plate R inforcemo+f(2 Rapti D.G _ Z • I�+ pgj=P ' X CIA It S ".Spot w. IYPE G C P 4 W r £OGE `/4f1- I I u to �• 1 N 7 (t pa s w bettor rspar wild �yi3• Mt10�E006�N IrA A m w Tac►weld o, C 2 O _ h c s P _ro•r-o" weld o fog• •v4fi•- � ( •• ` Steri Ptote Cara *♦ S pMS W O .� T `• :� AtLb' S1 sta y'■z' ---- oa of M shovl6sr wcofton 1 aorT �— 5 $E� Ir'Crseeixnd R �' E � taL'C Sl � ..r.+.'•r•-".'.m"", OfT4fl•A T a :�'S1Kkrldtr • _ a...._. , (see SKtron A-A ) " � � J6' C.S.P.•O.t O!T" TMki SK L17 \ ai.ela,8 d 4' T.ci..Id 6" cel a of C.S.P. �•y •� #,+ O li 6 o.t" • - L Le "If 'i r t - MON C•C b bottom an 9") 119• ---- ceetinuous Weld + —'— - ' _ .L•lis. Mot trearedchoin ■.n wound 36" C.S.P.rµw h►rerfM •,+ - ___._._ VE `, - - r • TYPE OMP or OM PI Is"NawN, Nae 9) to tw'Af p car >f 'II t double icintts end odlMor•d (Set Note — v 5X suppt,"end., r1.2 and V.I. i_ _ wr Li-R' G T�C,(Z•• ' W17H STEEL CDAR a�'Rxas,spawe+ew .fll . . oG • •w ' it /� G.ter ( ( uE y 171SS1rAT DETJLL O`Wtw*swDrtw I._3 6• AC �' , Uomtier Boit T�1� A.11 Dike #�� IZ t;lrtc'CR,h) SIDE w/tt-�-- t (� ,yam. �,R �v TYPE ODI D,h Fvtiih Sttoutar ltn. 4 4 °Llt" 8 o.e— VCS ` I- sasft•■2w' W~ Ch.citred R ''Y Q T J , bi►jtl. 44 6It o. t't ij� -1 •2'�•■;ti R,r. cam _e =� t C is "X,• C�iRi GLj� - , " w,�'s a jt���fEette. 4 4- 6 FLOW LINE _ cMp pw"l' TI F•f �'�• FIOOPS -"'' . -- 'rr: CV E G!/ P ♦ st F omem (lase M:,d!fiN 36R :.. •. wry$. _,�.-._�,___ r.. � .. �.-,,, ..r _, _ ,..`i t ( 4 TOM LxA.� *'felt TAIL "B" TYPE ODI BASE DETAIL FOR wx-AzGrote D•t' PIPE RI$E_R CONNECTION � 4'♦L°12' 0.� _" ,r -ice 8• - ` r ; - . f L 4 r aatf hogs b toil N DrtN Stell seep. R foe PE � H PROTECTION BARRIER .�• •ro prat slip In pias. CHILD EC bot>� •��n J �t '_•' � L � Tt q ) COUNTY OF SAN BERNARDINO FLOOD CONTROL ts.#Steestond7j _ STD SP I01 TYPE 3 `' ""° 1 (sl.t, a+y► a°roek« •t erPe Steel stop >ti hog Lind eR.aps.ed carmen IA'Rodive (y •. ��(���' ••,•:,: • f 1 1 . 1r2'•Boni sill Z�y-6itR w '■ • c•' GL O T. ♦ ------ .. • &«sell to•Cfrs rtb. _T10" � ' Shp •1Z'■N °ant Piotr r" Dt ro+l ' Fe" WePlot"in Drociet and • i roil to ltd'Dolts 9 tiAMP /1KD i' zlT a ;9'�I'o' - -- J i GENERAL Lkm• fv£lp�Dt 1. L•ddws end sap .Nw t r. . .!xn'it 1t In.titaft SO ^ 2-Holiest sldhdYtU.at wMre'H-q 3Cinc Pas w r1w'+re,Ina tat Oes�t w io3ser - 1 - 7' %;A I,for with to..I if rvnq mo, Act a rr"12 rr€hEt ati'•r it,tfo-= r I�' 'i ''', • it 1h't is rnd lip',t€,rvw- s t,tt: tot-din 1 -O IR 1•['■39 The 6s'Orldrlst Dt+ba,cC flx r<r,�hna'�. SbD m " well F o-ata+!w,Ati fo'm nrN�M;<n the le= ft.of fht J well Ptacfi ate,* '' 4� • z LoMcr iIll or,Rr r constructed P in one I .na+h at con r1 octo ji.C,P, RISER CS-P RISE 214' - - b,-tepH. °�S ] On C S P Rnr,connect lo splice pots so Mic1 - _ trvt _ P4s joint can compress tl'. oitW`oms'' t Loiddoth tplate h D. connected with We wits e3-31-04 STEP DETAIL tie , D' [Sot 2 1Swith , n ule Note 7) S In1a pIpet so,i not Protrude fell�';F= 'Of",G0 c)t 5M-ALl- CAv4^L—_-T __J^c ioaes OF P-URf•AU OF R-E,Ct,,.Ut�tT10M! O� o"iTco STATf.S .. t7E Q/�1LTM(%NaT OF 101, IINTEF10R- - IF ; Ew Des,n _ .. f-.- I�c'■, I�S I l ib.-C O(� I LI=M �!-(� F• 7"\ �/ "� ma S Store r 1 fil h l snit's used for lope Z;�� •`.�• tpI )wwctrM Dan,Dorm . ._.._ .. Ortm I C w a SVtiOtS'! g t!ovo�a outlet pprf ono ej t rom "•boa"of P cas+ drift 1'e ,n 'fe °Otl (Sot Not is l old 7) Mi m s BENCH �( O Tl�� E 11�PO(Z C E M E h t T cant Mpa b 1^t'e moU Dons.evr.aNws 'Pipe Ao1ei w 1'i 54a t r u gs e I e C'v MARK E F1E='FZCt { - --- - -_- - - R - - L Peel in s5ondard spec,/,cef,onf w l�lg_Ir^TOR- P 1t/ - 1. F b Q K �. _ .T f 12 J x e'Ae '--f RA S 'W tS�2S '.n.. Qy1t-S _ - - --_ - _ DETAILS OF TRASH RACK z•csoe a�1d■o't• Special t -- ,r -- --- r I. See "Standard Pion•D77-A end D77•S for 2' BRASS DISK IN CONC. CURB STAMPED __, R'°'h" � , ' '' _ •, _ .. .- ' �QR PUMPIN IN TA�(<AT �{✓ tirols ORd it Orroltt and wnpnti of u - 2 7 7 l t — J Yscsfloeous Iron and Steef ■ �� 12�-4` '' - �'� '�� � t P o 9.. ,I �.. it ,� ,,� I ..� „ p, i<> <� �L' � i-•}Pty, AqC c $1 41 C� '�- Q �� t- O� s•�rw1✓TtEIe�.L_ CITY OF RANCHO CUCAMONGA BM 10105 -- . - 5 - -__- E INLET TYPE__oCFi,oa_QMPj - -- -- 9 not, of T Deli w oNPi Pipe ore's &'?MAA-rt{CA L-- - ®� en ons L".tt"Trosh Rocks ere to De fums"d 1987' AT NORTHWEST CORNER OF - - - - - - -- sta led on eil side aptnmai NOTE 'n OARS Oc•uD IµTo S,oe wALe-S 12' HtN •TATs oe eAsreollMtA .�A P`�'� 1 I I I �. I I i I I I �. I I I -� I I I 1 1 I I ' I ! 1. I .1. __}_ ._.1 ._ ;..__{ .- �_ ._ ....t.. ._.. ..,....t... ...1.. ...;._..t._ .1.._ _..{.. __ .. .{... j. ..,. . t. . I... .� . ., ...�....�.. ..+ �- --i.�_ _..,.. -} .. t. . t... ;. . t... { - t {.... � a I I I I I j I �.. I .. I t .. 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I .--I}._ _ , _.�_.. -r. ,_ .- - - .- .__ - - _ , .. .. i.�+ �. 1 �_.. __ . .,i_ ., , .. �. +-.f--*- __ _ .t... .. . _ �. .. �� _ _. - . _. - , '�' _ _4 - - ... _: .. , . _. .. -. � _ _. . ' -_ .. « _ _.. ...,+-,.. .. _. . 4-- - . •.� _ ,. -__ - ,---"-'I- .: ------I-- _ , . _-_ _ _i _ _. I -. __ __ __ _ _ _ _ _. -- .. " � I h- --t- - �- - ---. ---- - - \. 1 1 -T-- •T _ ..-.-j..-_ ., -�_ --f ._ _ . ♦. _. ._ _. ._ -.. "I- • _. _ _ -.-- ,. .♦ _. • _ _ ..-r. ,--r - . _. -- _ _ -- .} - - ...t.- .. _ �♦ . .-�ar ..--I _�t-,_- _ - -, -_ .. _. .. I I I I— l O• CONSTRUCTION NOTES FOR SPILLWAY CHANNEL i. Dimensions from face of concrete to steel are to center bar and shall be two inches �g unless otherwise shown N 3 ® G"O•C 2 Concrete dimensions shall be measured horizontally or vertically on the profile, and • AL T. BENT parallel to or at right angles(or radially) to centerline of conduit on the Dian except as IZ' WIDE CHANII/FL EACH FACE otherwise shown " 3. All bar bends and hooks shall Conform to the American Concrete Institute's"building ++4 Q /BCbN7•frYP) code requirements for reinforced concrete% 1971 edition, section 7.1. _0, /t, 4 Placing of reinforcement shall conform to the American Concrete Institute's"building code requirements for reinforced concrete% 1971 edition,section 7.3. CLAP 2-44 CONT. . 1 0 5. Transverse construction joints shall not be placed within 30 inches of Inlets. CD " M3" ' 6. Transverse construction joints In walls and slabs shall be in the same plane. No CLQ P" CLR L--# �@ aO.C• GLP 3"GL,P staggering of joints will be permitted Transverse construction joints shall be to _ � o #5& a O.C. ° a normal or radial to the centerline o construction. p P-, a CONTYP) 2_#4 CO�/T .t oho - ao2v CLQ�rYP) 7. The transverse reintorcing steel shall terminate one and one-half inches from the n ►°"� i_: e 50 OC.WEEPHOLE �_ °o;$ tri G ryp M 4 ASO O.C. � 3 _O /z 3 _� M concrete surfaces unless otherwise shown on the structural details. 1 � �►4Cr /a O.C. 40 5 P G O.C. W EPHDLLA _'� �OnrsT• JO/NT � � "CL 6 aoT.(`/-Yp) Top fi-Y� 3 CLQ a +ot5Q /� O.C. ,P 8. Exposed edges of concrete members steal I be rounded or beveled 0 0 - • . 9. No splices in transverse steel reinforcement will be permitted other than shown on the b cv �► N drawing without approval of the engineer. No more than two splices will be permitted •iF1 any longitudinal bar between transverse joints. Splices shall be staggered. �W4& /B O.C. TOP BOT. ?/� yI � CLR(�/-1rP) J-5(�/a "O-C. OE/VT 4-W4 CONT1IYP) Long . P TOP/L9077 L T F�POM W.4L L opt eor. 10. L ituldinal steel shall be lapped 20 bar diameters at splices. Transverse steel shall be COAT. &YF) CL R 5-414CONT(TYP) �,�, 5 a le"0.C 7� " lapped 30 bar diameters at splices. END ♦+ 5 P a,"a C. 11. Longitudinal steel shall terminate two inches form transverse construction joints. 12. Transverse joints shati be spaced not to exceed 50 feet nor be less than I Ofeet, measured along the centerline of construction, except as otherwise shown on the 1 H drawings. TYPICALR .C . CHANNEL (H =3 —6 TO 51011 is 40 5 B /Po.C. BOT. 13. Transverse joints shall be placed at the junction of rectangular open channel sections 4 with closed conduit sections. S STA 8 + T 5 °0 0 TO STA _. 9 + TO. 00 ® � tU 14 Aii rectangular open channel walls shall be fenced in accordance with standard drawing #4 (p /B o. C. 'ToP 2-0 180, except as otherwise shown on the drawings. 15. Unless otherwise shown on the drawings, in curved sections, the maximum spacing of SCALE 1/2 "= 1' -0" bars shall not exceed that shown on the typical sections. Steel shall be placed radially from the maximum spacing. ,I /2• /2'wioF SPILLWAY /2" �} .0 �S@ /2 O. C DOT. 1 p Q—aM4 CONT $o6DVoo # 5 r± /Z" O. C BOT. 0° TYP ° 00"o°. 0 oo�� �o 00 Ivo iPb :0 do 9.0 gCDC��0 oo W70GvOC. c oo 0 0� " 000 COMPRESSIVE COMPRESSIVE STRENGTH OF CONCRETE AT �8� mac« °;tY7�o �"o.ct'`rYP) DETAIL SHOWING TYPICAL REINF. IN WINGWALLS • ep opo ... oo°co 28 DAYS F C 4,000 psi "CLQ o o°oo P a°ti _ ;o°o°` . ALLOWABLE COMPRESSIVE STRESS = 1,800 psi 2 CL R /T YP) °O°:° tAr 5 B/2'o.0 o°0000 e o " 0 0 0o SHEAR 70 psi o a SSG' IC O.C o p eQ °°q'•8 0 0°o° BOND 350 psi o e o ootl o BEARING 1,000 psi booso eo° oo p0 . I °o ov 0.000 REINFORCING STEEL SHALL CONFORM WITH 6% o 000° e 0000 r o4 Q /6 rQ C. �T'YP) FO o e0 oDa A.S.T.M. A-615, GRADE 60 FOR MAIN STEEL °0000 0 0. 00 boyo ' ; oo0e GRADE 40 FOR LONGITUDINAL STEEL 01,00 4.b@S0'Qa 4B /e« •C. TOP � DOT TYP •ooh e* o EQ„4e, `'.'• ;,°oaa MAXIMUM ALLOWABLE TENSILE STRESS = 24,000 psi '. �° . WEEPNtnE •° ° o•o Oe - W 7 @ Co O.C. TOP�YP) - e° °0.° END S/LL °oo0 db -- -wk-"CL 4-"d @ 50,0C ° �•0 7 :02 -O / 3~ TYfl 6AFFLE BLOCK /O" W rEEP HOLE °a°0o 800o z -W4 .°Oe �-*4 PER BL K, TYP. • �� oQO TYP CHUTE 84K. W - �.940 r /- 4//TYP)T/E BAP - / 404 CONT TIE CAP O �i� CLR O " / I%l� C L R 1'TYP.) -3//4 C.L.�P 3'/a 3 CLIP E/�air 7 B G"O•C dO T (`T YP) ND ,v 7 0 G'D.C ` • - Q C. BENT F rl�M W�1 L L BENT FSM WALL . • ,o - _ ► p 2 - *4 CO SEE CHANNEL EQ.QE/ CITY �P C/•/AN/VEL REINF• NF. O/VLEFT. DESCRIPTION OF REVISION GATE APPROVED LYRICAL 1 yEE PET-AIL CK/ LEFT. VI_AYS CTION (Hr, CITY OF RANCHO CUCAMONGA B . O. 4 CtD/v 12~ STA. 6 + 32 . 28 TO 7+ 20 0W STAe7f43 TO 8+75 ,z _0 CHANNEL SPILLWAY Ek SCALE I/2" I ' -0" DETAIL SHOWING TYPICAL REINFORCEMENT fi WI NGWA LL DETAILS • Q�pFESS/ptiq FOR STATION 7+20 TO 7+43 SEE BOX CULVERT PLANS SHEET 16 �; CHUTE BLOCK 8s END SILL Q '` IN BAFFLE BLO K y � APPROVED BY: DATE: CD UJ No. m CITY ENGINEER RC.E NO. N.T. S . 3ri- x� oES1aNLANTEC ENGINEERING INC. RECOMM D `r�gpF 0 C L�F� 5055 Avenida Encinas, Suite 230 DRAWN •Cartslaad, CA 92008 SHE E T pp - Aor (y CHECKED M. ZOMORRODIAN R•C.E. "0--- ( DRWI G O - O DATE FILE No Olantee Engineering Inc.expressh•reserves its common law copyright and other property rights in these plans.Tbese plans are not to be reprodneed,changed i or copied in ane form or manner whatsoever nor are thev to he assigned to am third pan without first obtaining,the express written permission. L WE-LO 0 '88" !k-LAT G4P ON P09- TOP OF PA NEL TO BE ntl5Y Arlf.,, Qult41 :T ` _rPrn/nrof�Aa rr1 �3 1 Z'-O r i W!TK TbP OF POST 8'MAX. 8'MAX. 7 50 x 0 198'TOP RAIL •� _�. �.__ ' T*_i- -♦ti' �I� n Ali �'/L OJ ��.. - ----- I �-----►� - --•-;1 u•u�DJs'otsAa'rtkOrc'ado1rhr; � e ' r7� f?� * .� !'Chart✓ , -o------------- 7-- Dow - n- orrrrrLeroi'eneach j; :` � �i 1, /_ 7• rI�i' � Fj-------------- 3o/rIi/ U.trr•...........I' -4/•I/tt.C! � -..ti;. l,_r_ 'kw%•i��r..;.,.-L„_.�..r,•.o..., I.o.:.I..c.�.. <dieS ee%�!4•�'�•'t0+ .Gr7c/r ,.-•,--�----- _ma - .------2'SO X 0.1681pOST nnrN 6r��`' K 3/4 .SO 9009 PICKETS /'•/PpA3 �I .� /P7lrar DG li 'i �I I �I '- • •/' -1--- r • , S!M_D C't9t/Z')>Y `' .2 rLMntWr I II I.,I.I iIllr �' iw, f. J.. "II ,I•r 7 `•lOinp dJ ?"SO X 0.188" BTTOM RA1L , Or.17✓I/q CAttY! 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T. 5. h l ---- N N 15 Ibnha4• 1M.nr ale Curr'of prr •'6 --- - .JAY 4,AV AV 1 P47,7 On// �' - _ • t $ -- Y'--s: -�•-_• ►- - � �� /n uy 0 u AVM Yl r�4 � i I. .l:I R/..'v•.r«r ! � 5,� 1QA� 3 �- I _ ,_ ------------------------------------------! hr/n Ab/t�4rs a►Y Iv LY or,/nn1 � T � 4 :3 -- -----------------------------------------•-----------•-----------�•------•----------------------------------------------- /G� --- - - 7r�• - --- /Q--i J/v h Mr r.Os o//hr a.r��//on OH 1 ,r 0° fON '" --- 0----- - - !-O•! f O'-' _ -� I I r ` 1- 0 S�S671d'rYaa/artrnd ?_d'- yf7tr by afGo.rr /7uan n,/h too a/ � � _ tit• J - --- ------T---- ---- r- I -- - `-� 1 Srrr/ Twsw. A► o30crnht)'Of� I ` , o --`T rrrn,rnJ - - + ' r' tort•// 1 f+'> jI ,rte /,. 8.... /I r• //� ,/"cc ,. � i OF I lrk..0 - ��6Gbr7 I OF j� k.- /�. ` •�lT` OK r ' OJis/hrn(aar) r-� r �: ; Crto?cd` •TAorJ I !i7'. I ; I `7 11 +e 5 epern/var •9 6i b' i ; -Ov/A�•td/tlre+Aerreel( I oD61/I' J!9/D• ) i 1J. V: a. o, ° �' - z1 a . • ' r 6 1 DOUBLE DRIVE GATE DETAIL tUYoFFeNbr- DETAIL "OZ" �yr�/rtarlte»/onl I �•r60/l' - ��- O' i - •1 lrtG - 1 y -'��� '6�r LACFCD STD. DWG. 2 -D179 _ - �' � I PLAN OC,-OG ;T 51i0iMIr.F;LO T:E�T tN'[R- 3• I •9 B[mar p/ /.�� , - ' I p' •��•' r g . i • ' / =� _-_ �, � 1 4i _ °COVER IltllV /aq u' a ALvPie r y 4/ MAX. j ''4G pr ntp rid cont..!. �1/i� t (Civ/ifr �,rr �' -• ., �, �I �' 0 8: - - o } — T 8 •6n'�lr_ / ^ •6�' w 56 l I 8 MAX. •' Iw1p✓/otrd 9/wre r p'• ! y IDI Jr a.n r r--- , \; ti I �'; _ _ ;•' f`.J (; V/��.�Nr,Ih I� . i Q•O•kt♦IIA�Cb»IT60U, o��. i' .jl - contfrRxc , ----•- �. . I �'' ,�... v .' -ev T. Jvmtn//rew/ 7'p- Np/e - -•r----__.'-'r' - � ` __ __.� •._,..----► - ^`t'--` -'� j ------�-' .� r �' -� �--- ---- i v; ------------ ------ ---- d//(.t�ra•Ia6'rtc�ol �. ! rI~- ---`-r- -+1� ►rte.- ' •710 t1''' �; yil bn�Jn-o!. :- •9aRl� i ; ^: I I I• &Pef;f--�5Az,S/%V j4wr/) 03 i ------rte • _•6 Q/1• r.., • • S')On l2.1NJ hvt.s .'fit r,'t wtJ�3 I C&I-ollcdM I I _ OH �-J I SECTION OE-OE SEC CIS ,..,r �' �' a II �� i ! r r .----- ' •6P.K".. _ `LLLnt/AolJos./'fKtr1 ' f ' . • -�, -; ` .: ♦. ' ' ; ,--1_ N .T.S- -- _.-_.-.- t.� "I - • • ._., �' . /b/Otcros�rst firer M ••, • , • . . -'� ♦ • 1 6' S }Glf'xocY O,trrn 1-6 5 P cE+srL'iP o tGoer'Ae'r s dirt!t7/' OJ', .' ` _ 4 • - � - N �. OF ccre-OFF • •. lY?I/VOr AIGPl1/IY/clsM O r`+ - ,•.�a...� �1 J 1- II II ti f /low a/oaltHppr 1rw>rA -1 u COLLATE' � � - - • ; SECTION OC-OC '-°" SECTION OK OK 3/ 1 LONGITUDINAL SECTION OF OUTLET PIPE NT J 7-- - .. _ , N1 5. ( F/NISH GRADE 3 _ .. G Rff INFORCED CONC. TOWER F` DA51W OUTLEJ T• •- ' i�.E-=i �.r,'� f�tiJ L��.L-t.� w�Ut•< i r-� _, �� L.L,'Q,1'„�%L_ ✓.�D.rL 1L- , - . �1 ..•v"t 1V - c_ _ Ds; _ a. ✓/_ r_'c i. _ ✓f, _ y �', _ iv ..r. ,.�`, .,t'.L� t hl 0 5 CA L.I- ti A C/Mr orrr.�'"'r5' Vorles - - N Rld_DIAT D^';T DETAIL � 8� MAX. 8'M AX_:_—� CITY OF RANCHO CUCAMONGA STD. DWG. 608 Q - _ TUBULAR STEEL. FENCE & GATE DETAILS 13t s' HEW DUTY SELF MIN. Cl 051 NG HINGES NAL KAIt, 1" CLEAR (7YP. ) — — - - --- - Q x . 7aP�'l�AGO, STD. DWG. 608 LACFCD STD. DWG. 2-DI79 N Q o �•Z°. I , L!'V,A hr ve•7•-'& of Cho-Linr #&hnp rcpt 3'0'n.n- 019V ro,. �� SO'tn n_ t�0'n.ai /O' f0' J _ 06_r=.I `SO CHUTE ff1 E - �- - -------- ------- _LJ __ _ -- _ - - _l_ i-¢ fkrnaAe. _E__ �� TLoc 5 - - - os FO-I Sir Sdce a fto s Lktol' eNO "- BL LX K5 B K �.a � �_- 31 2' b/LL a:.t P/un9e R I `G,oc+'+rf /inet t' •rr" Colch O o z./- _ " HEAVY WT)i HASP DITCH r ,! �naa- Are fa6r r a '' —61r�7r or r:• OUTLET TOWE7E' IZ- -- I s "� P. C.123. i►� ,.. ! aKk'••Aa �: I 6'O'►,af, fob:c otreRtovs oe rsors+o+ t ~i' I , r /mrs• r.aK•k+7.4+r',?cx hen TC OMb7r tp rs Px7 Nri..Darts — ti?:ry L 31?r?1?'Sfr fly I Al �1- --- -- IN ` - t, VA- •rd pos, L -- OA I ' -� I 4,3 die. /2 /nin. die. -- t OUBLE DRIVE GATE DETAIL rMcA+W or*cvA*d end pmft, f"Cot a//posts! �+�aK+�F^ � sen r fah"C+b Mie.neN%t L�O�Rt7,1hq ,l rrp-,rre I AA;I //�(� //�D•x's orta:-ent a vt.V•N.ev DKV v 7s form as req."red prtsts rrlA l•4'e Air,nrod Or, 12�Iv a / 41 uttt a 790 IwsKrr tit n purl .. rata to+rt asu+.,vr a t?•rr,hl'ef .cross e,o�or+s,or,p,nt :'•: sr.'1-A#1•,.•+p urns.,tn 1.0• \ r or,• a cr o,�w skere cb^u 9•,.n : A ,41e,o' .ser•r„er,br mod Ralitp- uUt.�., M^ LAC C D STD. DWG. 2-D 17 9 `:: }j w : 7 t:� !p•,„pR y�,yy. _ yrrrt ha-cYrw/s. I I I 0_-7A IL. �X�' ST/LL/�/G f. /�/ /¢ TSN 2�E t COMPLETELY FILL ANY 6 ALL - tope'r o,e�rn i 9yo thrcervrritset7' _ `.' i<.`•>; i{; ----� --. _ 6I �I t K/PtQi4P I'S 5' VOIDS BETWEEN WALL 6 EXIST. ' o^;N "Ve to trns,on ire and Cn6k " - I . 1' CONCRETE WITH MORTAR TO PROVIDE !►:o k- -- t I ' -�- 0044 EXIST. Q � 7 �� �1 r . • . TOWER �}4 CONT A WATER-TIGHT SEAL SAP 7_� O !p C1L>%1PACTED EXIST. i Post 4nrh>q7t Lhto,/' fkNro/+n ;1o'San'ro6k tArrObi'd M-o..yA — 't- TOWERS onrA�r br/ts fib'a Aotrs n n,e TtCore vows '/o' eACKFI[L ,/� 4 AT 16•'O.C. i� I I - c Fy Fy _„ [�1 8"WIDE BLOCKS f = LAvt Nark. , EL.eIV5.Oce 6 I' r c� I o �_ i��� o° 2'�CLEAR <� ay Necad,rr EL /9!f 017 R�°�b I% �� t °sy I� #4 CONT. � Y I _ ------ - -- ---- -- - . -- - -- - - _ _ . - JL4 AT 8' D.C. .9 • , OLOPEF o ----- —{� — - - F - -1 `r " - ,I_- •� i(p./ \\ —_-�P \ i~ / IN VSTEM SU DRAIN a a� o x QJ .. --ENO POST _OFCA' OR WALL JOINT ELECTRO[/EA TUBULAR NAND RA/LING_ ♦ L"48 I -_ ___ - _ h Gv W W (�49 1 EL-2195° + S EM PER SPEC 7A EL EVA TION OC J J ► tr ,; \ 6.O. o .. r4�JZ� I b " _" a ►:�:'p.` • '.0: ♦ F a :•' P:; .. J. If e AeA fKod eon ►.-2��_- --_---r ---_-I'- • _--- - - --_ CbnnY non Ot'tar/s ren Pb,n.vont' 747 ?Vl . ': .I. • 4 �o y ra �--- - -- L*,J•W - , EXIST. CONCRETE I - WALL REIN BARS ' • (�'� EXTEND ALL WALL CRETE Q q '.'' 48" RCP WITH EXPDxr + ST CON AND t,m,rot ,o Sert,00,4-d I- _...-.._ O '� o, ,r 6 yl •�:�• i• / , Q' -vro` I \ �1 ti� \9A 4-0' TYPE E Ll,ENGTH PER MANUFACTURERS t.. J/9 cap �[- '� - �;' �1 .if« �I �� r� SPECIFICATION FOR EPDXY EMBEDMENT ;b',rm N ' •4F '() , 'r sbt,ed c e 1'? A4b' o'RY - - ' ^. � COMPACT�17 c[ Dost pviceet r a,,;�p �_ ; Ao/r nogk ;I i of er4GKFlLL oo ml Q 2� RETAINING WALL DETAIL AT OUTLET STRUCTURE f as a r,• i n 6e vav i ° RJ I NO SCALE r_. . rant ry V, ,-- -6' �J T i Ae, we to rqv QI N FACING SLAB CLARIFICATION CHANGED THICKNESS• TO e,w©,//and r7 lav tb+e M cop -- - ►- W O roved treed,tl,zA,ne scrrrs r,M ([�I �I C� rP// - tPA P , ------- STRUCTURE- 114 4kVY ® L /873 post /12,Lo ,a/c7'e wont.,p/on roznert, {�I 1/4 TON ADDED RETAINING WALL AT OUTLET STRUCTURE i- - toN wsAerEC I net, e 9 -B _ C� DESCRIPTION OF REVISION DATIF �e nc.k,er F,n..rA,rprror END POST EL£VAT/ON SEC VON A-A SECT/ON B-B_ _ _ _ so# SECTION THROUGH OUTLET STRUCTURE CHANNEL APi'RO TD — i _ Apo Ared eor►r/M r •nrr,feed self bOv„.D - - - �4 a blt trrn.•s r,m/orf wsnrr: Bdhd gnrrnonvfFI-T 3---.�fZl 2 1 ye,010" rw,A ,/oce CITY OF + NCHO �+VCAR `+'s Rs"• CC ro, --- / TS J'•7'• IC7S' 7 ,� ► ont one/Y+nv, N T S h mm vas [ r>r ArA nec o,doth I rgrr nynr,prr„ MreadsntA porn = —t/i San' B Ae,Me � 17 I -I'•3'•d9'or /tnsbn rod j----r - -i« --v, 7 11 II `I L.1•-J S•t'49•posr pesMK --- ?f�` /LJ4?•rf?e,. STORM DRAIN J DETAIL SHEET T *4 1,40z) I' —W'01ArtAeceself,C 1 ';b,O b�•fdcr Dor wall t L /•f8' rj0"'"D /?'•/'s/drrd notes rbr ;'b'eeolt LOW ORA//1/ ♦SLOTS T o �+ O G' —t - trrewl -th orf rasA-rs 9� See Vote t0 Pa,4r ANCHORAGE DETAIL ca SECT/ON C-C SPL ICE G14 EXPANSR7N /NT DETA/L to^ � N0,C432MIMPROVEMENT PLANS F�'OP NOTES �—L x:3-31-04 1. Rothnq assembly erce�rlt thein lint fabric fo br PeAvrtr'ted 5 When roil IS orf slope,place f0bric pa-o//e/ tb sbp0 2O Ctian Lint Roi,m9 Type 7 I N 1013- 1elft. folrrtcof,on 6 A/trrnotrvr dNo/hr troy be submtJfrd Dy Conlr'0.^for fb• e TRACT 6 ? Pbs/s shot/ br rTrhC'e/. f � C!V l \ - . .- 7. Fo' *fo,ls and r�nnlfa-ern+rnl not Show" se# �Ceners/s OF 1�0� • p 3 RatlIng shell co'lform to horrronta/ and verfrcv/ olov "f• Borrter Type 26 sheer. fo'(f"emias.M~l APPROVED BY: DATE. F<.'' '0 worn rat//rt0 is pvc`rd on o curved /IOrrrO^ro/ o/tv•lrr*rnf with �.. y CITY ENGINEER RC.E NO. AL rod/us of /50 ft or less , h1reod the -W C06* through •ht`i B SL•e Brro>,7'r Ploni 14ar limits o/ CMtn[rut Ror/ti+Q Tye 7 _ 5T'/LG��I� QO�L ��"?��L �t� " S t4� + wNd•d eye Cods etnb dded I into hie foto of Jae cr-crere Ga w paroprl and equally spocYd Ib Amt/ lar mtdardir�oft d/sfw+rt 9' tfll•ov/of Inimb/rs of ell co�'1r .bobs . I �, � ' DESIGN (�' � + RLCOMM Q -Connr/rBorrverrr,nrls `' qtrd� yC LA� a �`.�. ENGINEERING INC,. •'� befrrrn /he �Jt�cobM once the curve fo / mar Noretonro/ /o £SpOR517n /ornf sone d�rnee+S,on Of rrprenStOn pint in dhfA EI ti NOT TO SCALE 2 �� Q G/-3 0� 15 ? 5055 Avenida Encinc3s, Suite 230 orvie shot/ be bent b co•71orm to ho•/Ionto/ o/lgnmee7f r/ oe wolf- /ncreose slotted Bole /enVfh and J,ottCe bar A!•rVM► rod's is /50 ff or less ore may be on loll' chards // corrrspandtnp/y. - N 4—t rodtus is oyer /50 n. '�'� SEE SHEET N0. 9 13' 5' ONLY a' Q , 3 �r z DRAWN Carlsbad,�CAs2008 Horttonfo/ orp/e shelf be ea+finvovs Vow' n& /"I Pharr rept N nve ono.•+ �� 14 of Ir'a mfermed/ofr posts,except I/tol o sharfer Arrtplh Is ®CALTRANS STD 811-57 TYPE 7 (to be Used un/essotew- ie CN�4n/it/EL of/LE I ,. CHECKED DRAWING NO. perm/tied of expansion prnfs, Nechvtters one Afher roil TYPICAL SECTION tna.no pont ^_ I•� ,�- �'� M. 20M9RRODIAN R.C.E. No. d/Scon/inutlrrt 7EE S/5/T. /3 FdQ C'Hr9n/!t/EG />.ETA/G 5 �J '�F C P`� DATE EXPIPES � 7 pow ,t„", . , I^ .r rr-, r;a•r,.+uilc.w•„r ,un air lhev!„M'a�sr�ce,l to am tau cl path H�ithni,l fire!n_MarnlnR Il,r reprPc wntlnn(>rr'rncsi,m I e a � •3 — �--SYMMETRICAL ABOUT CENTERLINE fes:p I h , see Sec. 3-#5 1 O D-D I 3-#5 typ, ' m 1 I 18' 1 I 1 P 4-# #4@7 (note 1) I 1 , 1 I i I 8- 4 T7E,BAPS' ��� 0•�• 1',p - --- -- -- --- ----------------------- �- 3-#4 G� O 2-#8 3,#5 TYP. 3,#5 .Y END SILL ELEVATION SECTION D—D 6 •CALTRANS STD. B I I -57 TYPE 7 hea+ �N Sees 4 ` F0,2 Cf/A/1/n/EL r/! Data i L 4� C L l� iQE//VFORCEME/VT !� I—SYMMETRICAL ABOUT CL SYMMETRICAL ABOUT ' CENTERLINE 9,E A-5 91-16-6 7- �� �� # 0� CENTERLINE 5- 4 BA�2 3. _� ? p0 '✓ #4r @8' 4-#4 ----------, -\ �4@7'(note 2) 4 I i b l (note 1) #4F- @8' #4@8 I 3 clr I #4 8 (note 2) -------------------- ---- ---- ---- ---- - 3-#5 1•b 1 1/2' clr, #5@7' - See Sec. - 2'typ• i p A-A & D-D, #4@7' P ' #5 @12' mote 1 PENIN i (note 1) -2-#5 7j y 4-#5 #5 ea, face o" 0���,�� D #4 �-@8' D I 1 Id I #5 LJ@B'(note 1) \ / #4(note 1) BAFFLE BLOCK DETAIL W I SEE A"Ace.E J _ .f � O� �// /9LOGC G1Ga1r/4/L. W V 110- #5 U @8 SCALE : I " a10', z ✓ -i O J CHILD PROTECTION BARRIER PER SEE END SILL ELEV, Note 1 .0- , \ �- / y FL�� U. u COUNTY OF SAN BERNAR INO FLOOD CONTROL i lz ��C& s a x STD SP 101 TYPE 3 �ECTION A—A SECTION C—C HEADWALL ELEVATION m Z it O Q LL Ae ^ m N o �, o NOTES: CONCRETE ENERGY DISSIPATOR Y 'vr in z i .O iL W b 1. Place reinforcing, as noted, at center wall (or slab), (REINFORCEMENT) � O a 2, Match location of reinforcing with that in headwall, 18" TO 30�� DIAMETER PIPE 4 N end sill and foundation slab. t 3, All reinforcing shall be placed with 2' concrete r�l4 cover, unless noted otherwise. s NOTES: �1 a CALTRANS STD. B111-57 1. Design, ha-�e � TYPE 7 Equivalent Fluid Pressure = 60 p,c,f, _____ _ u Maximum Outlet Velocity = 35 f,p,s, l� r �' -, o 2. Concrete shall be 560-C-3250 V I /� � r 1.1 c 4 A 3, Reinforcing shall conform to ASTM designation A615 and may be /02 t:f ^ I' rade 40 or 60. Reinforcingshall be laced with 2' clear 7r. 7t G.F. goncrete cover unless noed otherwise, Splices shall not be .QEA4Cow I/o. Z � 3 * permitted except as indicated on the plans. f'qKA-c"14V A140. CU Dr c'oG 4. For pipe grades not exceeding20%, inlet box may be omitted, ; -- . ;�; ?,: 5, If inlet box is omitted, construct pipe collar as shown. %,_z') 6, Unless noted otherwise, all reinforcing bar bends shall be PROFILE e I� t_ 3 `. �' fabricated with standard hooks. 00 i I,^ _;,�,. �., 7, 6•foot high CAITRAf�(S M. 81f5J7`(P. ]embed post 18' deep in walls C - — `� Ly } and encase with Class B mortar. See not 7 `- I 8, In Sandy and Silty soil SCALE. II s /0' a b END SILL •' `;: a) Rlprap and aggregate base cutoff wall required at the end of rock apron. 2-#4 REBARS HORIZONTAL Riprap t . i ` I;j:� r'V` b) Filter cloth (Polyfilter X or equivalent) shall be installed Notel RI ra not shown ; :�.., -�•;� AND VERTICAL AROUND FENCE i.. ..: ..``�'"' ' on native soil and base, minimum of lft, overlaps at joints, POST (TYPICAL) PLAN PICTORIAL VIEW 9. Rip rap and subbase classification shall be as shown on plans, Y SEE NOTE 7 E.O�GE �ICAg. Cy.�,�.t/NEG Pipe Dia (in) 18 24 30 36 42 48 54 60 7 Area (s .f t.) 1.77 3,14 4.91 7 9.62 12.57 15.90 19.63 2 2XPipe dia,3 Max. Q (cfs) 21 38 59 8 115 151 191---236 -33-9- W 39W 5'.6' 6'.9' 8'.0' 9',3' 0'.6' 11'.9' 13',0' 14' '1 16'.6' �34FFLE __r - - - ---- - - 1 �C.oc�6 l7YP� L� -- See note �w H 4',3 5',3 6',3 7 .3 0 91.01- 91.91 ' _4 . L 7',4' 9'.0' 10'.8' 12'.4' 14',0 15'_8'17',4_' 19_',0 22'in . ! I a 3'.3 3'.11 4',7 5',3 6',01.91 7 8/,G' _. (YYR) SP/L-GW.9 �,' t Y P. 0, I = a� _ _ a o) 3 ILLET b 4 1 5 .1 6',1' 7'.l 8'.0 _ 24 24 24 _ ��p W S1% �: U c 21.4' 2'.10' 3'.4' 3'.10' 4'.5' 4'.11' 5'.5' 5'.11' 6'.11' R > -- --- - -- - 55�2 ' N -J h 12a Tb ►� -a d 0'.11' 1',2' 1'.4' 1'.7' 1'.9, , . ,,,2' 2'.5' 2'.9' 9/7"Ti.�/G "Wi04 1.' v0�'2-5 - - i&j e 0',6' 0'.6' 0',8' 0'.8' 0'.10 1J' 1'. ' 11,0' 1',3' Fs'.a�,2 _oc,e't i.3GaC5 - D=Zg O __ ____,_.a._. ___ �___ � - INLET BOX 5.�i ..� D,�� 2'-0" f 1'.6' 2'.0' 2'.6' 3',0' 3', 3',0"i 3'.0' 3',0' 3'.0'� V � �- 21.1' 21.6' 3'.0' 3'.6' '.I1 4'.5' 4',11' '.4' 6'.2'� Cf,'AA/�/EG �� T f 8' 10' _ _t 1 -1 +- W v TOP OF SLAB MIN OF 6 - t --� Fbu.✓�gno.�/ �- c EOGE J o 0 « 3 O ABOVE CHANNEL INVERT Tb 7' 9 1/2' 0 i/2 0 eo �'_•9f3• O T w 7' 9 1/2' 0 112, I. O m SECTION A—A to �o p O � CITY O DESCRIPTION OF REVISION , DATE �L RPDA PLAN -� �-Tw 0o Q CITY OF RANCHO CUCAMONGA SCALE. / _ /O -- - ,, ; [-0.5d1 1 JOINT RUCTION CHANNEL SPILLWAY AND V� P EvO �P a� • BAFFLE BLOCK DETAIL In i o At�CWED BY: DATE: 3 / SECTION B—B N:3- ,I, CITY E�0 ER/ -�-� At/�iA/GG✓.4LL � �:3-3,�� � , RC.E. NO RECO M . DED LANTEC E NGINEERING INC. 505.5 Avenida EiXinas, Suite 230 CONCRETE ENERGY DISSIPATOR ; y DRAWN C- d,CA92008 SHEET 44 Is Of 18 SEE SHEET 5 CHECKED M. ZOMORROOIAN R-C E.NO - DRAWING NO DATE FILE NO t 70 0 - D - - _ 777 7 PROJECT SHEET — OF BOUNDARY w 20'-0' Equestrian Trail CD ►� 9 o �4� 2" 12 4" TS 2x2x3/16 Top and bottom rail Z I THERE SHOULD $E NO 4AP BETWEEN THE FENCES Of: THE WI D615 AND THE 7RAfL. PROPERTY BLOCK WALL Post Pocket typ Metal Railing _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOR LOTS 5"0 x 9" deep Post to rail typ 1" Chamfer typ 081' � A „ _ #5 F-\ ® 30 A #4 18 total Channel 2 per post pocket _ TS 2x2x3 16 Post @ 8'-0 O.C. max P P P / L 6 total 2 o N00'25'20 E # - - -I - - - - - - -�— r- 7+25 7+50 #4 x 1 -6 total #5 L@ 15 4 per post pocket 0 Sta 7+21.09 Sta 7+41.09 00 0 I #5 L ® 30 Decomposed Granite I 8-JN ;0 PROPSM BLOCK WALL 3/4" x 3/4" Solid bar @ 4" O.C. - - - - - - - - - - - - -- -- - - - - - - - - FOR LAT 10 #4 - total 6 LOT 10 . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . 0 1" clr typ :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: . . . . . . . . . X . . . . . . .. . . . . . . .. . . . . . . . . . . .. . . . . . . RCB12' x9' x20, . . E . .. IE .. . . . . .. .. . . .. .. . . .. .. . . . . . . . . (see note 1 ) Bar to rail typ RC Channel IJ RC Channel WCL (see note 2) (see note 2) #6 - total 3 Concrete Barrier PLAN VIEW RCB Roof Slab - see Details `J 24 for reinforcement not shown 1 4" = 1 '-0" / Equestrian Trail 20-0" Overall CONCRETE BARRIER DETAIL RAILING DETAIL 1117-0 1 /411 = V-01$ 1 /4" = V-011 �— 1 '-6" typ Metal Railing typ - see Detail Concrete Barrier typ - see Detail min Decomposed Granite Notes: #5 x 4'-0" @ 12 typ 1 . For RCB details not shown, see Caltrans Standard Plans D80 (Channel walls and Invert) and D82. They are reproduced for this plan set as Cast-in-place reinforced concrete single box culvert details", and Cast-in-place RCB Soffit to match - reinforced concrete box culvert miscellaneous details" sheets. adjacent top of RC Channel 2. For RC channel details, see "Channel spillway and wingwall details" elevation typ sheet. 3. Metal railing components shall be A36 steel galvanized. 4. Use flat invert option for RCB. (V - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - 2'-0" t yp CITY 2'-0" typ DESCRIPTION OF REVISION DATE APPROVED RC Channel RCB 12' x 9' x 20' RC Channel CITY OF RANCH 0 CUCAMONGA (Reinforcement (Reinforcement not shown) (Reinforcement not shown) not shown) EQUESTRIAN TRAIL IMPROVEMENT PLANS FOR TRACT NO. 13316 CAST—IN—PLACE REINFORCED CONCRETE CESS' BOX CULVERT GENERAL PLAN AND DETAILS SECTION A—A APPROVED BY: DATE: c� ORIGINAL SCALE OF James T. Frost CITY ENGINEER R.C.E. NO.: FULL SIZE P LAN SNo 050865 DESIGN SNNON WONG ENONEERWO REC M N E (INCHES) 9-30-01 J. FROST \�/�� sr>zircrvn�t AMaRmcE aivcnvmzs Exp. s CIVIL DRAFTING sanegats 1311 uit(858)2566-3113 SHEET r1� F' CAl.tf�\P 0 1 2 3 OT. BRITTAIN 16 OF 18 CHECKED DATE: DRAWING NO. 100 AMES T. FRO§T RCE N0. 050865 1700—D Ql.antec Engineering Inc.expressh,reserves its common law copyright and other property rights in these plans.These plans are not to be reproduced,changed or copied in anv form or manner whatsoever nor are then to be assigned to am•third parte without first obtaining the express written permission. SPAN (Ft) 4 5 6 7 8 HEIGHT Ft 2 3 4 2 3 4 5 3 4 5 6 3 4 5 6 7 4 5 6 7 8 Maximum Earth Cover (Ft) 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10120 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 Roof T Inch 7 7 7 7 7 7 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 8 8 8 8 8 8 8 8 8 9 8 9 8 9 8.5 9 8.5 9 8.5 9.5 8.5 9.5 8.5 10 8.5 10 8.510 "d" bars, for earth covers up to and including 10' o Wal Is T2 Inch 6 6 6 6 6 6.5 6 6 6 6 6 7 6.5 7.5 6 6 6 7 6.5 7.5 7 8.5 6 6 6 7 6.5 7.5 7 8.5 8 9.5 6 7 6.5 7.5 7 8.5 8 9.5 8.5 10.5 San 4' 5' 6' 1 7' 8' 10 12 14 nvert T3 Inch 6 6 6 6 6 6.5 6.5 7 6.5 7 6.5 7 6.5 7 7 8 7 8 7 8 7 8 8 9 8 9 8 9 8 9 8 9 8 9.5 8 10 8 10 8 10 8 10 Number 5 6 7 8 9 10 12 16 C: Spacing Inch 7 7 7 7 7 7 8.5 6 8.5 8.518.5 5.5 8.5 5.5 7.5 5 7.5 5 7.5 5 7.5 4.516.5 5 6.5 4.5 6.5 5.516.5 5.5 6.5 5.5 6 5 6 5 6 4.5 6 5 6 4.5 a, "a" Size Bar # 6 6 6 6 6 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 7 7 7 1 7 7 7 7 7 7 7 7 7 7 7 7 "e" Size Bar # 4 4 4 5 5 6 4 4 4 4 5 5 6 6 4 4 5 5 6 6 7 6 4 4 5 5 6 6 6 7 7 7 5 5 5 6 6 6 6 7 7 7 Concrete CF LF 7.4 7.4 8.41 8.4 9.4 0. 18.9 9.2 10.010.2 1 1 .0 12.012.5 13.7 1 1 .7 12.3 12.714.2 14.2 15.9 15.9 18.3 13.7 14.9 14.616.8 16. 1 18.5 18. 1 21 .0 20. 23.8116.4119.0117.912 1 . 1 9.512 4. 1 22. 126.9 24. 1 30. 1 Z Reinforcement LB/LF 48 48 50 1 55 58 67 58 60 58 68 67 81 82 10 70 81 1 82 96 1 97 1120 1124 148 94 94 105 118 121 147 130 177 160 1192 11231 151 131 171 137 198 160 215 192 252 SPAN (Ft) 10 12 14 Invert HEIGHT (Ft) 5 6 7 8 9 1 0 6 7 8 9 1 0 1 1 1 2 7 8 9 1 0 11 12 13 14 � Elev Maximum Earth Cover Ft 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 T = - 11 14 Roof 1 Inch 8 10.5 8 10.5 8 10.5 8 10.5 8 10.5 8.5 8.5 12 8.5 12 8.5 12 8.5 12 8.5 12 9.5 12 9.5 12 9.5 14 9.5 14 9.5 14 9.5 14 10 14 10 14 10.5 11 14 Invert Elev c Inch 1 8.5 1 1 1 10.5 14 Wal Is 8 8 1 8.5 1 1 9 5 2 5 8 1 10.5 8.5 10.5 1 1 .5 9 12.5 10.5 13.5 1 1 .5 15 9.5 9.5 1 1 .5 9.5 1 1 .5 2 5 15 12.5 1 1 17.5 0 2 8 9 8 9 8 0 0 85 10 11 .5 65 35 Sloe 48: 1 v P nvert T Inch 8 11 8 11 8 11 8 11 8 11 8.5 11 8.5 12. 9 12.5 12.5 9 12.5 9 12.5 9.5 13 10 13 10 14.5 10 14.5 10 14.5 10 14.510.5 14.5 10.5 15 11 15 11 .5 15 Spacing Inch 13 12 12 12 11 11 10 11 11 10 11 10 9 10 9 10 -9 10 8 10 8 10 10 9 9 8 10 9 10 9 10 8 10 8 10 8 8 10 10 10 10 9 T **"a'' Size Bar 6 7 7 6 7 6 6 6 6 7 6 7 6 7 6 7 7 7 6 7 6 7 T3 c 6 7 6 6 6 7 7 6 6 6 6 7 7 7 7 7 7 7 6 7 Size Bar # 6 7 6 7 6 7 6 7 1 6 6 1 7 7 6 7 6 7 6 7 6 7 6 7 1 7 7 1 6 7 6 7 7 7 7 7 7 7 7 7 6 8 7 8 7 8 -� E "b" " „ 27 4 FLAT INVERT SLOPED INVERT Q) Dimension B Inch 35 35 35 36 35 45 35 45 35 45 35 45 37 38 45 45 45 45 43 45 43 52 43 52 52 52 50 0 52 40 50 40 54 40 54 40 54 42 54 57 72 U 60 74 59 59 59 59 59 52 77 4 1 o Dimension B w Inch 58 58 60 58 60 58 60 58 60 55 55 72 70 74 79 79 59 52 8 84 100 84 00 72 72 72 72 72 72 60 72 54 72 San S `~ Size Bar # 6 7 6 7 6 7 1 6 7 7 7 7 7 6 7 6 7 1 6 7 6 7 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 C Dimension "C" Inch 40 40 88 56 91 56 98 56 1 91 56 1 91 56 1 52 43 97 67 1 97 67 97 67 97 67 1 97 67 1 97 67 48 50 81 81 58 58 72 76 107 76 107 76 107 76 107 76 * e Size Bar 4 4 4 4 4 4 4 4 4 4 5 5 4 4 4 4 4 4 4 4 4 4 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 5 6 6 6 6 it Concrete CF LF 21 . 26.8 23. 29.5. 24. 31 .0 25. 34. 1 27. 37.7 32. 1 42. 26. 37. 29. 40. 1 30. 41 . 32.2 45. 34. 49. 40. 54. 45. 59. 36. 51 .0 37. 53. 1 39. 54. 41 . 58. 45. 64. 1 49.9 69. 55. 75.8 61 .6 81 .3 Slope 6:1 Slope 4 0 Q) v c� Reinforcement LB/LF 19 267 233 285 260 325 300 339 314 327 360 373 295 362 353 409 365 420 402 413 415 424 440 471 468 534 374 471 449 522 446 587 449 580 492 596 537 605 564 634 604 759 +; Invert Invert sElev Q, Elev ._ * See Note 5 a) _ ** _ � RCB S S3 See Note 6 :tS/4 / / V INVERT TRAPEPOI DAL INVERT See Note 9 ALTERNATIVE INVERTS 45 Dia lap No Scale "c" � bars "B" Doi "b" bars "c" bars 3/4 Min fillets I "b" , bars Optional Const Jt �' N OTES P "a" U bars • See Note 46„ o "a" bars _ See Note 6 • • 1• For boxes with span or height less than any of those shown in table, o I use next greater size box concrete dimensions and reinforcement. >> ~ "a" bars 3/4" Min fillets41 _ �3 S acin Make necessary changes in bar lengths and quantities. Optional Const Jt m 2. Quantities are approximate and for design purposes only. 4 4 "d" bars 0.25 S Spacing pp g p p y � r- 0 0.25 S "d" bars "e" bars 3. For boxes with span or height or cover greater than those shown in I or or 4 ® 18 Max See Note 5 tables, a special design is required. -V for cover over 10' 1 :1 See Note 7 R 0 0 E S ECTI 0 N 4. It is permissable to eliminate the 1800 hooks on ever other bar. 1 : #4 RCB #4 total 3 SPANS 10 ' TH R U 14 ' _ y See Note 7 "e" 3 or '1j 45 #4 '4 18 INVERT SIMILAR 5. "e" bars are at half spacing (spans 10' 14' only). Dia lap bars 0 6. "a" bars are at half spacing (spans 10'- 14' only). #4 �' C�1 g \ See Note 4 I I #4 ® 18 Max 2" Clr No Scale 7. Provide paving notch when top Is exposed and when pavement Is 2" Clr T CL RCB 2„ CLIP Typ Portland cement concrete, and adjust quantities. Const Jt Alternative Ty8. For design and details not shown, see Standard Plan D82. � Const Jt Alternative � • Const Jt b„ bars 9. For exposed top, provide #4 ® 18 each way ( 2' lap "c" bars or full span) "a" n bars = and adjust. See Note 4 Const Jt 0° "a" bars #4 _c #4 4 ® 18 Max �►� CITY Ty p • c� "c" bars DESCRIPTION OF REVISION DATE APPROVED T2 1/2 s an <<B>> „ CITY OF RANCHO CUCAMONGA e„ bar s '`c" See Note 5 EQUESTRIAN TRAIL IMPROVEMENT PLANS 1/2 Span T2 WALL SECTION FOR TRACT NO. 13316 SPANS 10 ' TH R U 14' PgOFESSI CAST-IN-PLACE REINFORCED CONCRETE QYq� TYPICAL SECTION - Na scale SINGLE BOX CULVERT DETAILS y APPROVED BY: DATE: SPANS 4 ' TH R U 8 ' TYPICAL SECTION - SPANS 10 ' TH R U 14 ' ORIGINAL SCALE of James T. Frost CITY ENGINEER �cGu,� R.C.E. NO.: FULL SIZE PLANS 050865 DESIGN No. SIMON WONG ENOWEERINO R EC E No Scale No Scale (INCHES) Exp. 9-30-01 J. FROST \url� srRurTvRnr AMaxmcE ENGDOMRS CIVIL \P DRAFTING Sonn D68 egoo, Cbert ots 1212 '3Suite 202 (858) 586-3113 SHEET ,TE of cp'�-�F T. BRITTAIN 17 OF 18 0 1 2 3 CHECKED DATE: DRAWING N0. JAMES T. FROST RCE N . 050865 1 700-p QLantec Engineering Inc.exprelssly reserves its common law copyright and other property rights in these plans.These plans are not to be reproduced,changed or copied in anv form or manner whatsoever nor are they to be assigned to am third party without first obtaining the express written permission. DESIGN NOTES GENERAL NOTES Length Of Length Of culvert culvert Specifications: Designation: or Design: Standard single multiple box culverts are shown on ' '9 P Bridge Design Specification (1983 AASHTO Specifications plans as span times height with maximum cover over 1 '-0" 1 -0 "p" bars Total 3 with revisions by Caltrans) roof thus: 8x5 RCB with 10' or DBL 10x5 RCB with 20', #4 bars #4 d Hoops Main reinforcement transverse Load Factors: 1 .5 D + 1 .5 E + 2.5 (L + 1 ) followed b alternatives. Where D=Dead Load Alternatives: y s 1 "d" or longitudinal bars E=Earth Load Single cell: Invert will be sloped unless "trapezoidal #@ 12Hoops h– a " L=Live Load invert", "flat invert" or "V invert" °is included in p bars Total 3 =Impact designation „ Capacity reduction factor Multiple cell: Invert will be vee unless "flat invert" is R=6 3" (For Span _< 8' is included. specified. Ends of culvert will be rounded unless R=6" "p" bars 6" Normal to R 4" For Span > 8' Loading: "square ends" are designated. Parapets will be as Total 3 parapet (F orP _ � Live load: shown unless designated in plans. Such designations Wall Inner wall HS20-44 truck may be different for inlet and outlet ends.Apply impact only to the roof slab. Quantities:Quantities are for the sloped or vee invert and Single span Multiple spanInterior wallEarth Cover(in feet) Impact (%) do not include "d" bars, nor splices in longitudinal span Up to 1 .0 30 bars, nor temperature reinforcement for exposed PART SECTION 1 . 1 to 2.0 20 roof, nor concrete or reinforcement for parapets, s = Clear span(Ft) PART PLAN — SKEWED 2. 1 to 3.0 10cutoff walls or paving notches. a = 12 cosine skew angle Reinforcement placement: PARAPET DETAIL Over 3.0 0 Main reinforcement is to be placed transverse or, for curved culverts, radial. When radial, reinforcing No surcharge on wal Is due to live load. spacing of the "a", "f" and "g" bars is measured along Earth load: the centerline. Stagger splices not shown. Hooks Place a 1 /2" expansion Jt Cover slab Earth pressures for two conditions: Hooks may be rotated or tilted, as necessary, for a Max of 2 times 21-010 2'-0" 2'-0" #4 @ 8 Max 140 LB/CF vertical, 42 LB/CF horizontal. clearance. „ span or height from Remove parapet c 140 LB/CF vertical, 140 LB/CF horizontal. Special reinforcement coverage: Para et bars and hoops flush C° Unit stresses: Box standard plans are not to be used for culverts Skew 0° 16° 31° f'c = 3 1 KS KSI in a corrosive environment or where there is a severe Angle TO TO TO f y = 60 KSI abrasive flow condition or in freeze–thaw locations. Span 150 30° 450 n = 9 Special design: Z�7 Distribution "d” bars: Required for culverts with conditions, loads, design bearing 4, #4 #4 #4 Existin I 1 /2 Exp Jt filler, secured with Up to and including 10' cover pressures or sizes renter than those even on this Ian or 6 4 4 5 g Expressed as a percent of main positive reinforcement p g g p # # New construction 8d nails @ 18 Max, roof & walls P , P P Standard Plans D80 & D81 . Also required for multiple cell g' 4 5 6 required: 100 max 50� (unless traffic longitudinal). culverts with unequal spans. For culverts with railroad loading, # # # construction New construction see the current AREA design specification. 10 5 6 #7 3 or more cells: 12' #6 #7 #8 / / Over 10' cover For culverts with more than two cells, use dimensions 14' #7 #8 1 #9 Remove concrete parallel to Remove concrete parallel to Shear: #4 ® 18" maximum. and reinforcement for the standard "double box parapet and splice to 1 ,-0„ parapet and splice to existing Maximum allowable shear, v 3.5 culvert" and adjust quantities accordingly. existing longitudinal 1 longitudinal rebar in invert � /-f-- , psi rebar In all member PARAPET OPTIONAL Exclusions: Compressive reinforcement and negative—moment REINFORCEMENT (SINGLE CELL ONLY — 1 ' MIN COVER) reduction (for continuity) do not apply. Cover 10' 20' Invert Elev Axial loading on members has not been considered. Height CULVERT EXTENSI0N 6' 1 .0 1 .6 8' 1 . 1 1 .7 ru � 20° Skew Max C0NSTRUCTI0N NOTESExterior Detail U44 & U45 10' 1 .2 1 .8 wall Std Plan B7-1 1 Construction loads: 12' 1 .3 1 .9 TYPICAL 3 CELL Manhole --J Strutting required as shown on Standard Plan D88. ' "a" or "f" bars Strutting may be required on culvert extensions when 14 1 .4 2.0 existing parapet is removed. Expansion joints: Invert: DESIGN BEARING PRESSURE (TS E� — For spans > 8' rotate No expansion joints shall be permitted. "b" & "c" bar tails to Roof and Walls: clear opening. Conc Barrier Type 25 When cover is less than span length– 1 :2, if necessary Place 1 /2 " expansion joint filler at 30'_+ centers outside the paved roadway lanes and place Bridge Detail ° Max #41� ® 15 3-2, Standard Plan BO-3, at 30' centers under paved � , 45 1 '-0" _ ��� Opening #6 ® 12, 6 Long roadway lanes. Total 3 �r Top #4� @6 • When cover is more than span length– 1 )_0>> #40 Total 2 5'–6 1 Place 1 /2 expansion joint filler at 30'+ centers andWall #6C�6 Total 2 additional 1 /2 " expansion joints at locations of change •• 10'-0" T or — — — „ in foundation character, as directed by the Engineer. Bottom PART PLAN 91' Min T 1, if > 9 Construction joints: L4 Temporary joints may be permitted if normal (or radial) to T 1 , if < 9" (� of RCB. Otherwise, the contractor is to submit a "p" bars, See "PARAPET REINFORCEMENT" table proposal for consideration. PART P LAN — S ECTI 0 N "At Grade" condition shown Cutoff walls: FGBARRIER SECTION ( 30 ) MINIMUM Bridge Detail 3-2 Std Plan 4' cutoff walls are to be provided at inlet and/or outlet 5' Cover #4 Transverse, Total 4 EA side unless adjacent channel is lined and unless otherwise shown. Max FG These walls are to be extended if scour conditions warrant. BO-3 No expansion joint Earthwork: within 4' of C Lopening c See Standard Plan A62E. Backfill: J Roof See Standard Specifications, except that the difference 1 in level of backfill (against outside walls) shall not exceed 2'. "e" bars #4® #40 1 '- 1 1 ,2,-0„ \_ For sans > 8' DESCRIPTION OF REVISION DATE CITY APPROVED � p parapet normal spread "b" & "c" bar End of tails or cut, as PART LONGITUDINAL SECTION CITY OF RANCHO CUCAMONCA P P to face of parapet necessary, to fit. MANHOLE EQUESTRIAN TRAIL IMPROVEMENT PLANS Traffic Parapet Invert 2—#6 FOR TRACT NO. 13316 q RCB CAST—IN—PLACE REINFORCED CONCRETE LONGITUDINAL SECTION �Essi� BOX CULVERT MISCELLANEOUS DETAILS Skew Longitudinal Transverse UTILITY OPENING — WALL angle H– Height Of box APPROVED BY: DATE: g ORIGINAL SCALE OF James T. Frost CITY ENGINEER -�G(.U� R.C.E. NO.: L FULL SIZE PLANS 050865 DESIGNENCREC 1O Adjacent to each side of the opening, place additional bars (INCHES) N \un� 31MON AL ND RIDGE EEMEME RCB TERMINOLOGY � EXP. 9-30-0, J. FROST �U� ,� BSE ��� equivalent to half the interrupted main reinforcement. c�v�� 9968 Hibert street, suite 202 DRAFTING n Diego, CA 92131 (858) 566-3113 SHEET sr�rF of cAI.+fT. BRITTAIN 18 OF 18 0 1 2 3 CHECKEDDATE:_d�al[ DRAWING N0. AMES T. FRO RCE NO. 050865 1700—D Qiantec Engineering Inc.expressly reserves its common law copyright and other property rights in these plans.These plans are not to be reproduced,changed or copied in am,form or manner whatsoever nor are thec to he assigned to anv third party without first obtaining the express written permission.