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HomeMy WebLinkAbout1082-D Z TRACT . NON 15058 THE CITY OF RANCHOIN CUCAMONGA GENERAL NOTES WmIllow I l I L I TME rINETAROS TM111E some "ur.. ..r 1. ALL WORK SHALL BE DONE IN-ACCORDANCE WITH THESE PLANS. THE FUT URE CITY OF RANCHO CUCAMONGA CALTRANS, SAN BERNARDINO CO. STOS. i COMMERCIAL w 8 " AND SPECS. AND STD. SPECS. FOR PUBLIC WORKS CONSTRUCT,ON FACILITY I _ FAC +,•.' CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALLL" •-+��- um BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND fl SPECIFICATIONS. ( 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES. WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT St 1 Y_ M SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN (L r= _ N1°` "'Lm ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE -DONE SHALL W DE REMCVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT k NO COST TO THE CITY OF RANCHO CUCAMONGA. - "' 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA M FUTURE ". L'" M W 04 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR MEDIUM { •- CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT DENSITY ` _� f iLm OR RIGHT-OF-WAY. 4. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS, MAINS. OR CROSSING SHALL BE CONSTRUCTED PRIOR TO ftvleouc, MIEiI[Jo ,,,, " �� L M PAVING. K.a«► ► "- ' I W ht S. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM .» r RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION mm DISCOVERED DURING CONSTRUCTION. UPON REQUEST. THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 1 ' FOR APPROVAL. G. WORK SITE AND EXTERIOR STREETS SMALL DE IN NEAT. CLEAN HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL •mw"r "' "" BE CLEANED UPON REQUEST OF THE INSPECTOR. FUTURE 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL COMMUNITY FACILITY FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR V P, PA INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES VICINITY MAP ARE SHOWN ON THESE PLANS. (,j `- 8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. SCH06L/PARK 811'E 9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. 11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE 1 AND PUBLIC UNDERGROUND UTILITIES AND IT SHALL BE THE RESPONSIBILITY OF THE CONSTRCTOR TO LOCATE THE UTILITIES OF 13 EVERY NATURE WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATION. 12. ALLL STATIONING AND DATA REFERS TO THE CENTERLINE OF PIPE OR CHANNEL. V TRA 130 0 _ CONTACT SAN BERNARDINO COUNTY PRIVATE ENGINEER'S DEPARTMENT OF TRANSPORTATION AND FLOOD CONTROL 48 HOURS S P R R NOTICE TO CONTRACTOR PRIOR TO COMMENCEMENT OF 0 �����&R-hb CONSTRUCTION. CONTACT MR. JIM DUNN (FIELD ENGINEERING INDEX MAP DIVISION) (714) 387-2642, 825 EAST THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF THIRD STREET, SAN BERNARDINO, �� � AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR CALIFORNIA 92415. IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE ANC 6� ., 7 lM V'ise UTILITIES SHOWN AND OTHER LINES OR STURCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHG" ON , yam OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT �1 • �`�' ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC /�- NSTALL 18" RCP - "D" LOAD PER PROFILE LF 1, 186 IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE *OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. 2a-- INSTALL 21" RCP - "D" LOAD PER PROFILE LF 71 DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. UM" CONTACT 9 INSTALL 24" RCP - "D" LOAD PER PROFILE LF 301 4�—� INSTALL 27" RCP - "D" LOAD PER PROFILE LF 60 THE CIVIL ENGINEER SHALL NOT BE REPONSt9LE IN ANY WAY FOR THE s0— "OCCUPATIONAL INSTALL 30" RCP - "D" LOAD PER PROFILE LF 455 CONTRACTORS' AND SUBCONTRACTORS COMPLIANCE WITH THE SAFETY AND HEALTH REGULATIONS" OF THE U.S. CONTACT THE FOLLOW'It<If3. AS REQUIRED. 40 HOURS PRIOR TO EXCAVATION: sO-- INSTALL 39" RCP - "D" LOAD PER PROFILE LF 166 OFPARTMENT OF INDUSTRIAL RELATIONS' `CONSTRUCTION SAFETY ORDERS'. 0-GEN70-- INSTALL 42" RCP - "D" LOAD PER PROFILE LF 299 , CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE ERAL CATCH BASIN NO. 1, PER STD. 502, RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF GENERAL TELEPHONE COMPANY: (WO) X122-1132 280 SOUTH LOCUST, "W" SHOWN ON PLANS EA S CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND P.O. BOX 2920 &_CONST. CATCH BASIN NO. 3, PER STD. 504, PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND POMONA. CALWORNIA 01708 "W" SHOWN ON PLANS - __ EA a NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLO THE OWNER AND THE ENGINEER CONST. JUNCTION STRUCTURE "A" PER STD. 508 EA S HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALL-GEO. IN CONNECTION BMTHERN CALIFORNMA GAS CO: MR) 829-2= CONST. JUNCTION STRUCTURE "B" PER STD. 509 EA 3 WITH THIS PROJECT. EXCEPTING FOR LIABILITY ARISING F'!-)M THE SOLE 2191 EAST BIRCH STREET (ltq) 529-2ee9 CONST. MANHOLE "A" PER STD. 510 EA 7 NEGLIGENCE OF THE OWNER OR ENGINEER. SREA. CALIFORNIA 921321 CONST. MANHOLE OCP OR OCPI W/STL. COVER CUCAlt N A WATER 01STRW I: [7141 907-2391 PER CALTRANS STD. DRWG. NO. D-75 EA 2 41 SAN BERNARDINO ROAD a--- CONST Jl1NG1 lON 6mucrl1RE "C ft Q%,.� IL GARP OC= e1GE7t ^-ZZ to R.hp eK1r 5r--F- 5PT 5 FOR DETAIL. EA: I RANCHO CUCAMONGA. CALIF MA 01730 lrj LOCM-T. MANHOLE II 5II PER STD.511 • EA I DESCRIPTION OF REVISION DATE CITY IPA"*0M CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR YL TRACT NO. 13058 ON REGISTRATION fie WILLIAM LYON W,,,,� EXPIRES 12/31/89 540 ARC"WALD OUITE t RAMCMO CUCAMONGA, CALNTORNIA 9/130 APPROVED BY: DATE JA -I V At CITY ENGINEER ItC,E NCI, 88 A9Ei vcw MAIM: ta.A't Ao3 cGi DESION V. 1297.287 �,�� A�p��y �Alm5Corr MORSE CONSULTING GROUP Z4 &4*srcwtP 617W^A40A DRAW N �'� c SHEET (i AV& J1,1F 11A40,00`At't T<W 0a ��c-_ oN0. 20596 m PLANNING •ENGINEFJWG•LANDSCAPE ARCWTEC?URE E I S�C!!1K',S -r* _ills 4860 IRVINE BOULEVARD,SUITE#201 "%ree r%xw. !N CXz NE / Exp.9 30 69 'GYY1c. 4 �CyX CHECKED DRAWING q4 IRVINE, CALIFORNIA 92714-1299 avto cr-A 4X2 • IRVINE (714) 730-7117 PALM DESEKT DATE • r �Z4-D-O O O d IN 0 ■■■ �� � ■■!r ., ■i , t . , : • ■ ; � ~- 1.••- :v' _ !■!■■■■ !■■ ��■■! ! , '- , _ �— � _amu• • ' .. . G. - f No ME 0 '' !■!■ ' !i■■!!■■■!■■■ ii■ ; MENNEN ME M ONE ME 0 !!■!!i■! ■■■■■■!!■!i! 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MINE INNE __ 0 _ .•w ® 0 �� �' �■ �� © kIL f,. MEN Aply • • ' � �_ MEN�Emu mm OF A • • =_---------� :rte,'1 �. .. 1 , Q M r WS � O ` 4 \ • . O - - - - - - - -' iI'/f1 %tom r . • , !N __ _ _ _ Gtlt�L FT to b �. 1 et I I _ _ G _ F TN _ WW- V4 - _ F FTV I - OcMAC E= Sz ► pt Ior f _ _ - _ etOF 11 _ Lu �- 4, w _ _ I C 3 I_ a R __ _ { �--; __ r I I L I I Ali 4&- x I REQ _. _ 377'LE "41 Wo"jVi'W VO ENGt �LOIV 440LI S u icy:Ar/A to& �p'T1eV45)C4wL � s•:a of 1 Tpe . f/LTFi��►i3.C/C STYLE 334/ •, :� .,�, �' �l/;� - O�l NDTL : TfVD�l)/ /2•,� G,CwE"L Avm"1V15 -t-- TO tfE��Vi EO. 12 - 3 ID co AU'S'TIN 7Y40/Or9L L/NE•B" i9/~GWL 13 �' s Y) , ��'-� / GONS"'i`RL�CTION NOTES ��'o�• l i� / / >. _ _ gi o ,� 5 14 r /�C INSTALL 1611 RCP "U'LOAD OAD Ptd PROR Lr-. - ��. ��1 aj6 - %✓moi `,� B�WTD H,�A�11� ,�ER STD. Sm71 A N 8 W " � � t I M1 ... _ -, �c�• ,�� .,-; o 8 _ o w .. � tl� 1 T _ _,_ ._.• -- I CANST. M ANHaL..E PER 5TO. 51 O . t• ��' ; � . 1 ,�.,_ ;, . - o ,� � - o o _ - `�' mss, � � X11 a F� F ----_�—� — _.--'• �°s�, ��, �— _�' �//r/I-•"F l � t- -,�, �O �/// / �� 1' UI W -.. - ' .... n _ � - ,1 v'ra^ ' � ��,� _��+••.--r— �„ �'- ^ j � /�/ 1 / O' 1 W o * r►- j 3 \`�=- W/STL.mmm a ' J / .t' t (cy:f / q. ti O . ���/r t •',\\ i ...._1r.C._. r'• ./' PER 1 CAJL 570• DWG V Q . - t UNG "A _ \ 2524 Q � l ..:'_. "`- Illi •� `�_ 4Y w 23 ] —,-,. =='�• •' - y � . -.`\ — C -r-.. _ --_'_--- `20 • _-___'`_ 72 _..__ -�!. .-•-• _' 231-- ' —' . "" `a ' . -�' -^"` -1 ^'~' --_ -- - ' — : z _ - } -- - - - - e�Dti — t9� ADDED NEW L/NE .4- •� 3 2-7-B — -__ �- /. . DESCRIPTION OF REVISION GATE CITY / -� ——--- —/5 / D N APPRONEO CITY OF RANCHO CUCAMONGA � �1lN l.7t�z'7-� Z /; �' '" _-_____ _ _ - _ _ !cam G !4r�Zit 6 770 OR�4 /V /MP.eo EMENT P1..�4 S N FOS V ._......",•�._. ._...__.._--�-•' , � 2 N Co7'!2'ZCo'w Co?G�' ul4L':-' i8' � - � 8 a . ,, - _ . , T.�.q cr�v` /3058 . WA � 3 N 8S !G SO w ax.?-7' u1Vx !t u �, 0 8 F • s Nlo9°27'32''x' S7.o�' ung APPROVED BY: � G IS 1 RA I I ON DATE: O O` EXPIRES 12/31 j&•E N0. 23 B89 '�� `l�� G NG? Q7 34 l4CL7 �lNC �6•I CITY ENGINEER q.. u � Q�pEESSlO,yq yQ ��� �E� �• Al le?, DESIGN NDED �. 7p DRAWN �Q �:`' r.''� SHEET 4( ET4L 9.30-89 > -3 ofclI �— ` 9jF CHECK D \ DRAWING N0. ; orF cAt` DATE f_ E' NO { ; � 1 4 LE _ 1 _ Y Ft's tt ! pI LAW 000, HQA� -.. . j(3 _ 1 . - • i 3 • t ; i i _ _ _ t_ - • I : 3 : • - , t i t r" i _._ t , • : {} RCId , ; C7v'ER • , • , , 1111 : i ' { • -. ; 4 t -.. � � A ar .._...._"- � i I I - ; _ ]A VIP ; , i ` h/ i S.0 l'P5 - __ : # .+ 16 &AI it C : _ IC ► ! 1 61 3 .1 1 1 1 1 30 1 1 4e&�r MAMIZ: �3.(!? tC3 40 dx&-v 1297.Z87 24'SINSrOr Lc fil7WMlA�1 AV&VUF M 00'Abcl yrH 0a $ZL�I'Q'f 401V !'V tCAM E 4�9El_eA? ,SE-I�8S !W. l�4Rl�j�71�M lelS GE�x?',I 1�'1'lA1 C?�8 ��r4CK IJISC.IlNnCX/�y�NE N' Qx4'CJ `K . �ti//l N3�5°!Z Zee- 13.53' G!l1XS C , 3 2 0 011143" 262.0` ").28' 4.04* aA C' 4 35°ZZ'S•9' ZG 40, Iwlao C!!G G ' � 0 9 s N cx �' 0.az' Gln C' �� © 230!4 a3'' 212oo" lSG.oi' �;C ' G .,,� J NCo3°Z113c+''w 6.Q7' u C,r ' d !V4°.30!5"W 0 9 !Vc'S7°Ca w'w Jpw 0. W + U INS C.-Il IA U > o � MVE "� IE G to •,�, N !A r 1 ? ! / LI co 2 ° ?� i M �: 0 LINEA �✓ o g a, CONS'TRVCTION ITE5- / .a w^ •>�a I IN 18 RCP n D LARD PER Pt?JFIL.E. CITY DESCRIPTION OF REVISION DATE AMRovEO cp i + n� I' �P .� �e �'� 3 I NSTALJ- 24' RCP• "D«L OAS PER PRORL$. ,a•, , �x ,. �► a—INSTALL. 2-1 RCP p LrDAD PER PF�OF+L CITY OF RANCHO CUCAMONGA �• 0 IZ- mN 9o-CCVST CA7C.H BA51N NO.5 PER STD. 504. �' �' 12 •2 GONST. MANHOLE• 'A' PER S�'>J 511+0• STORM OR�4�iV /MP�2ov�ME�VT�L.q�/S rRA C T A/I /3058 LINE co APPROVED 8Y: REGISTRATION DATE: QRpEESSlO,yq! CITY ENGINE EXPIRESRC.E NO. 2388 C. �{JO DESIGN Rcm TF y � - �i.; C= NO. 20596 DRAWN illi f� 'J SHEET / * Exp.9.30-6 * �� ; q BVI CHECKED j DRAWING N0. of c � - -� GATE ILE,' NO °° a irhld �► , GENERAL NOTES in Bracket Radius 6"x IAS"x 0'-6" IL Ir6stler •, with%" Hole 8 •1 1. LADDERS AND STEPS - NONE REQUIRED WHERE "F•I•' IS LESS THAN 30 • 20d 90tv•norh Brackets IO' Ctrs htatc. INCHES. WHERE "H" IS 30 INCHES OR MORE, INSTALL STEPS OR LADDER ' underside on the " x WITH LOWEST RUNG NOT MORE THAN 12 INCHES ABOVE THE FLOOR AND lulderslde � ' ' O 4 Bent Plate HIGHEST RUNG NOT MORE THAN 12 INCHES BELOW TOP OF INLET. THE "`�"'L 2"x6"Redwood holes in bracket and H S�.E�L "TbP •- I•-4" �I for W bolts DISTANCE BETWEEN STEPS OR RUNGS SHALL NOT EXCEED 12 INCHES 1,4" �• , min. j AND SHALL BE UNIFORM THROUGHOUT THE LENGTH OF THE WALL. i ; 1 = ♦ PLACE STEPS OR LADDER IN THE WALL WITHOUT AN OPENING. E t ' V 2-HoFes slotted " " 2. LADDER MAY BE CONSTRUCTED IN ONE LENGTH AT CONTRACTOR'S mortar 0 �•• /; 147 IL • 6" t 1$0 il�� OPTION ON R.C.P. RISER. •. ower Common to' $ CSP and conc.pipe Z • 3. LADDER SPLICE PLATE TO BE CONNECTED WITH }" BOLTS WITH DOUBLE _&TE p ♦ N NUTS. M AIL"F" 4pS�TAIL"G" —T ♦ 4. INLET PIPES SHALL NOT PROTRUDE INTO BASIN. 2-Holes VW " '• ''` - 2.x " "/ Botts S. EXCEPT FOR INLETS USED FOR JUNCTION BOXES, BASIN FLOORS SHALL ~: -•+ Roils 1 Dia pe *16= J _ HAVE A MINIMUM SLOPE OF 12 : 3 FROM ALL DIRECTIONS TOWARD OUTLET bottom�) " $piece Rate PIPE, AND A WOOD TROWEL FINISH. SECTION 8-8 SECTION D-1) - � ♦ t�t"x�'x0-IC1' N'/2 w/1 ��4/�G►�z'H.et•�3� 6. GALVANIZING: SEE STATE STANDARD SPECIFICATIONS FOR SPECIAL PROVISIONS. TYPE OCP or OC P I ( See Note 11 ) TYPE OCP or 0 C P I (See No I-11 I ,6orT0,�1 TD //V✓E.�T _ � 1 / ovT coc.�Tiow WITH REDWOOD COVER WITH STEEL COVER I 7. CHAIN TO BE PROVIDED WHEN SPECIFIED. 34;,oStee n�,gdv• 6. FULL PENETRATION BUTT WELDS MAY BE SUBSTITUTED FOR THE FILLET 3�4•e (See Notes I andre) WELDS ON ALL ANCHORS. 1*0 holes or 1"• Steel rungs in pipe (See Note l) .• '�i �� !. STANDARD SQUARE, HEXAGON, ROUND OR EQUIVALENT HEADED 4 ?-Nx aq x 0 -2" ANCHORS MAY BE SUBSTITUTED FOR THE RIGHT ANGLE HOOKS ON THE IHex NUt / IL washer ,P� ANCHORS SHOWN ON THIS PLAN. 10. SEAL WELDING AT ALL SURFACES NOT REQUIRED WHEN GRATES ARE # GALVANIZED. �� x2 "�� R It!!) ]'�x LADDER � A f(. �' 11. DESIGNATIONS OF TYPE O C P 1 OR 0 M P I INLETS,ON PLANS INDICATES TRASH " , , RACKS ARE TO BE FURNISHED ON ALL SIDE OPENINGS. • STEEL ODvtr " 1*"x 2" *.0.* . '. Poen er+Q d eyeDdt IIA" -' I .' •, ::: •` TYP/CSL LATF,I�igL I ro" 11� _"•. _on �: •. .' CO/✓NE�'T/O/V/NTD T I Tock weM ' �� ':.• .STD. 502 C,q TL'%/cl�9AV Weld s . :` Of 1PIs}"heat-treated 3vg'Eyebolt wAvastitm ( I Chain to lug and •" '' ' cover(See Note 10) 18"of W heat-treated ( lit"x x I t" SECTION E•E chain(See Note 10) . • E DETAIL 11H 01 DETAIL "F" DETAIL "G" Ap'"lo V C.♦T=fv,S.4SYN AfOrM^f 727 /N✓E�- - OUT LOGIT/O/V � NtPL4[[ oR trttRr" llltttt*no o s•a • MRS wrro` - CrrAMNA. MALL Rt1NFORCEMHfr , Il $MILAN TO SEG $.$ •/ �- - ! • s Nomm 0 lTI 4 1110 e SOT I" ' N1 co" of E'ttGn S SPECS..`SPEC'tq. ,� r i 2 " + PROVISIONS Corn1ECTING DRACIS �"_c�-;— - - -- _ �vINFA J �: TO CHAT EA WALL.*TO BE ITOTEo TYPIe'�1L Lg7ZriC.♦L Cd Flow P �♦ ON ATTACHED 0 PEAKS. AI/TO 577 5o4 C,gTCf/�5.45//V \ 1 --•` - -. L f a ALL REINFORCING ACCORDING TO y� � 'o►T. �o"sT ^ r•1 (ACt 31e-63) OR 1111N Of 30 OWa- _ ,SECTION B-B ETERS. HEAR OUT LI"E� ;'�JI \ �T (}I STRUCTURE DETAILS TO BE WAWN �•/ CMArrNEL WALL ` P0"We $tet so o j TO SCALE OF 1/2's 1 FT. ft ITM0!A. $rutty • . PLAN•TOP SLAB T AEculRtoinrrn� M ANGLE OF ENTRY AND INVERT ELE- C ram,'Be r � \ •' 40'RcP 111sT. EANr►t PAct 10 Pe4//V 9=4MIA/,U1451W {FOR ss•to. Cu Nei -� wALL REI"$. AT : VATION TO BE ESTABLISHED BY ,60TTOMTO/Nf/E�'T TOP Or QCT. ITR ss' RC► [ltrstttrs (:rlA1t. STEEL CENTER OF OPEN- ' is 4p • 0 12 HYDRAULICS SECTION,-CORPS Of EN- O!/T LOCAT/O/V ' "tall oar WALL REINR '�r-a_ LrMt NIG AND B INTO TOP, ♦$ # ft .tom► GINEERS BOTTOM, AND LS OF "1 3000 P.S.1. GONG. (MALL DE USED G y MICTION STRUCTU . SEC- ! �,� FOR STRUCTURES WITHIN THE CMArj- -- �.� .srs77 slt : . IN.. 2 s TION C•C IS NOT REO ED; �/ I �=�1=a\i NPoEom NEL R/W. C�6 Pq. a •�•- ITT►.I '�• .-'•• ON CONSTRUCTION PLANS. p ALL BARS # 4 � fZ~ INILESS OTHER• SECTION C-(i WISE NOTED. — - M PLACE on 2• EXIST. OM1' PACS AROtlMO NCA C"k*CL •� 2-d o.EXTton (�•LE Rt.eue — � plrNR6 OR 2 CLEAR Or _ _ —�/ I ���' �'L WALL AE1N9_ MEAKOUT •• •� -- ,SECTION y, 1 1 l 1 I r1 1 1'if 1t1STlwi /MI►r y 11 1111 111111 �[ xt. stR. tMtKRt, 11 1 I I I 1 1 I 1 �..,. I I r r CITY Parr EKISTMe MOOT _-- -�� DESCRIPTION OF REVISION DATE Alt LONE APPROVED rot,'P'* CITY OF RANCHO CUCAMONGA EXIST s*e— _v'�" .r�;,,�P�► / `►�•��r f �i 1�r l►� _J� =.� •—�`�' J IN NV. •, � . •. 7Y��W���n`%T:,�:Cl. .• �i -�-Vc�Gc,��p�� • �' - [NIl77No tIfRNNii PMrE*T L.4TEe.4L c.wrii� T/0/1r.7 CCCO"►ACTED rILSTORM DRAIN IMPROVEMENT PLANS FOR r. STIL LAP 6nwr<o Ifo p11 Cteoxq. J -eO•G2J NEIMr. SMALL YAKS ITa a WTOW Mtr["SrOR LItMPr$ , �' PIdT _ TRACT NO, 13058 JOCTION TRU TUR TR SECTION E- T HANK V RT ELEVATION ERhOT tIAfM:. . APPROVED BY REGISTRATION DATE: d' 000'THIS STANDAR eAN- ONLY BE USED FOR PI PES 60•INCHES OR NOTE, BEFORE USING STANDARD J UNG N �(PJ $ 12/31 S LESS IN METER. PIPES WITH A DIAMETER GREATER THAN EACH PROJECT MUST BE " . w QROFESSIpNq CITY ENGINE 9RC.E N0. Z•�8 STRUCTUR C VERIFIED WITH THE CORPS Q�� ��1 C. M � 6o-1N S REOUIRE A STRUCTURAL REVIEW OF THE OUTLET \ p �y DESIGN R 1 . OF ENGINEERS. CASE i JA �4ilA ST CTURE. OFFICE of T"E Drsr1MT-enGP�IE�T+ r0. 2IM6 -- LOS A"GELES.-CALIFO 811% �(; _ DRAWN Q' SHEET Exp.!}30.89 ,f. of sr CiVI OF CAUFC CHECKED • ' DRAWING NO. • C.E.f10 DATE 6 ? FILE NO 2 -D w ji PS:7 �i4GTU.�LJ �./��lCTU.�LJ � ,�Erl.•tCE' c.��lrux/�L w.u� �Ff>vcE 40-004 ! ilE�lOt/�•1L� �,ZOT// .5/OESJ O O f �r`o�. tw X t V w EXTEND l�E.t77G1 L Y�J"EE "1 a�h�!/Tl�EA�COUTL41/E •Y ♦ SEDT/ON.4� FLZP DOWEL 1 j$"�.CEFd�G'!EO EXP. JO/SVTOM EN140) /�L.4CE0//E✓PE 11� \\ ` iEX/.ST/N!3 e,-~A1-AZ OWZZ ,, � th 4/.0/v"Oc. ,i nrE• 'h Z �.d C1'/T EX/•!'T/x.15.•.'�Gii?. .. �',4/=G'O.C. S7fE� FiCl�MGf�iSNVb� C ,*t��+/t"OAC. 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ALL CklAotAETE ,4LL /Y.4YE .JooO ^!P/ MiN. is 0.41/CbM/=,PZ55-s/VE cf'TIPEA/6T// ZW QETTE,P CITY OF RANCHO CUCAMONGA V A/l•E� e'l l" c!C 471E 5~ Q� S 0APW/!V6 IV 4v.4+1"M46Z WZZ s�YY.•ACL ,QE ewi+1 5eev' �'��� LIVLESZS' D7T/E.�MTrsE SHOW* ��t�/LOG' ESV d"TO,0'V 0,I 4141/Efi"A'00✓EMENT/T.4,V.3'^O.e �A Tifi9C T /3058 &'Tit" A*Aw,40- + Tw ft o oc. �C.S/E" Tn 1 h �Gt�T.4/1 si•'YEETj./ill+1�C"7'7At/cf'1.r1�C77/.�F`C'' C/1tSEIJ ,Al,C/iV I�Y.4LL L rr►.riEs �► cz�vsr.A,/�T "Alf 7/ t; C/MAW64 /v,1LL AET�9/L/ice of :9e" e-Ar6< Q�ASS/ A APPROVED BY: DATE: C. YF CITY ENGINEE RC.E. NO.� • \ y 2 Mo�� DESIGN RECOMMENDED No. 211596 u ,w.l1,us�Tl Ct�t�EETE .PE/NFO.PI/iI�ES �'f'TEEG Ew 9-30; l� Q. DRAWN SHEET CIViI s�;�r 6 G rrev y L T Tw Ts Tc AAt A �►: 6. 6: �It e d �+,�„ Sl9I OF CA��F of Ae.A- � =!. o=� :/' /_b' �+ � 'G" 30• �b 7"Ls=�` �� �✓�i+ - my o=5i4" ECT/O/V CSC CHECKED DRAWING N0. DAT .1082 "� i