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HomeMy WebLinkAbout1848-D BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND AND GENERAL NOTESSTORM DRAIN IMPROVEMENT ETIWANDA AVENUES, 66' N. CL PLANS- HIGHLAND AVE., 24' E. OF CL 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGAT ETIWANDA AVE. AT THE N.W.C. OR STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, RANCHO ETIWANDA SITE DRA NXCULDVERT, ISETBOSTD F BRASS INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. + " DISK. ELEV. 1432.612 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED, ROpE _ OR PROTECTED IN PLACE AS REQUIRED AT NOT COST TO THE CITY OF RANCHO CUCAMONGA. LINE "E" S 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND - SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR I ' INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ►*AW AVEIJUE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT SEET S MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I SHEET ' I 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTING TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND • ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN I O I VICINITY MAP REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR f I I NOT TO SCALE TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. I I r. �� 8. AT THE COMPLETION OF PAVING, A MATERIAL'S REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING P Q ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. STORM DRAIN CONSTRUCTION NOTES WANITTIES 9• PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. I I I LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND I 1�CONSTRUCT 84" RCP (D-LOAD AS SHOWN ON PLAN) 274 LF EQUIVALENT OF AGGREGATE BASE. I t:CONSTRUCT CONSTRUCT 48" RCP (D-LOAD AS SHOWN ON PLAN) 709 LF 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE T CT I 36" RCP (D-LOAD AS SHOWN ON PLAN) 123 LF STRUCTURAL SECTIONS. I I BOUNDARY I 4a—CONSTRUCT 18" RCP (D-LOAD AS SHOWN ON PLAN) 40 LF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE5a—CONSTRUCT MANHOLE NO. 2, 36" PIPE & LARGER PER CfIY OF RANCHO CUCAMONGA SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND 4 I STD. PLAN NO. 319 2 EA ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. I I 6�CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331 (SEE PLAN FOR Ado C) 1 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE I 7a—CONSTRUCT TEMPORARY BULKHEAD PER DETAIL "A" ON SHEET 3 OF 8 2 EA E.P.A. FOR USE UNDER A.C. AND PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. �O CONSTRUCT HEADWALL PER DETAIL ON SHT 7 OF 8 STD DWG D90 1 EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, I If I 9a—CONSTRUCT TRANSRION STRUCTURE PER DETAIL ON SHT 3 OF 8 1 EA THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING W I Q10 CONSTRUCT CHANNEL PER DETAILS ON SHEET 5 OF 8 24,446 SF A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE Q OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. CO) Df x ) (11 _CONSTRUCT JUNCTION STRUCTURE 'C', CASE II, PER ARMY CORPS STD. ck� 0 ON SHEET 3 OF 8 1 EA 14. STREET SIGNS PER CITY OF RANCH CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. U - I 12 CONSTRUCT UNE "E" JUNCTION STRUCTURE PER DETAILS ON SHEET 8 OF 8 1 EA I 'I 13 CONSTRUCT 3m AC PAVING OVER COMPACTED NATIVE SOIL 19,398 SF 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION UI W OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS U_ U 14 CONSTRUCT 6' CHAIN UNK FENCE PER CITY OF RANCHO CUCAMONGA STD PLAN 607 3,437 LF SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. U m , N 'N 15 CONSTRUCT DBL 8' CHAIN LINK GATE PER CITY OF RANCHO CUCAMONGA STD PLAN 607 1 EA (16 LF) 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, 16 CONSTRUCT 30" RCP (D-LOAD AS SHOWN ON PLAN) 8 LF I THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. W 17. ALL DISTRICT FENCING REMOVED FOR PROJECT CONSTRUCTION SHALL BE REPLACED IN KIND AND THE I LJil 17 CONSTRUCT 1/2 TON RIP-RAP 3,102 SF ORIGINAL FABRIC SHALL BE SALVAGED FOR THE DISTRICT. ( 18 CONSTRUCT REMOVABLE DEBRIS RACK PER DETAIL ON SHT 7 OF 8 1 EA 19 SAWCUT, REMOVE AND REPLACE EXISTING ACCESS ROAD PAVEMENT AS REQUIRED 743 SF 18. ALL DISTRICT ACCESS ROADS REMOVED FOR PROJECT CONSTRUCTION SHALL BE REPLACED IN KIND. - 101 REMOVE AND REPLACE EXISTING FENCING AS REQUIRED 100 LF 19. RECONSTRUCTION OF EXISTING CHANNEL WALL SHALL MATCH EXISTING CHANNEL WALL THICKNESS AND FINISH. 21 CONSTRUCT "V" DITCH PER DETAIL ON SHT 6 OF 8 442 LF 20. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. _ Q�GONST2uG? -ry?e B WIN4WAu. Fte. s-rD D90�stVr -7 OF I E, GENERAL TELEPHONE I I) 585 NORTH MOUNTAIN AVENUE UPLAND, CALIFORNIA 91786 = (800) 482-6711 "� __------ WILSON AVENUE - - SHEET INDEX SOUTHERN CALIFORNIA GAS COMPANY PO BOX 3003 SHEET DESCRIPTION REDLANDS, CALIFORNIA 92373-0306 \--*D LINE " (909) 793-2725SHEE LI ff ff 1 T M D N 1 TITLE SHEET CUCAMONGA COUNTY WA T 2 UNE "C" STORM DRAIN PLAN AND PROFILE 9641 SAN BERNARDINO ROAD 3 UNE "C" DETAIL SHEET RANCHO CUCAMONGA, CA 91730 - - — -- 4 UNE "E" STORM DRAIN PLAN AND PROFILE (909) 987-2591 5 UNE "E" STORM DRAIN DETAILS CHARTER COMMUNICATIONI BEGIN LI I I I 6 UNE "E" PLAN SHEET 6680 VIEW PARK COURT 7 UNE "E" STORM DRAIN DETAILS RIVERSIDE, CALIFORNIA 92503 STORM DRAIN CONSTRUCTION DEPARTMENT 8 UNE "E" JUNCTION STRUCTURE DETAILS C/O STUART KING (909) 343-5165 I � I I I g Q fLiA INDEX MAP AOD enoNST12uGT1 o N 1J OTe� 'Z?- SCALE: 2SCALE: 1"-150' S t}6ET l AND 3-2 G•o DESCRIPTION OF REVISION DATE APPROVED: PRIVATE �,� S GNEER'S NOTICE TO CONTRACTOR STRUCTURES EXISTING SURVEY MON _ _ �ANQ` CITY OF RANCHO CUCAMONGA 9� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH TRACT 14496 AND TRACT 14496-1 THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS. * 5820 STORM DRAIN LINE ACS AND LINE SEA SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF 0, Exp PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR 'lam'-tel LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH DATED -7I-A-� 02 '�1 9lF RANCHO E nWANDA CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE MARK WARE - L.S. NO. 5820 of CA I.�F TITLE SHEET CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE. PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT A COPY OF Underground Service Alert OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY RpCITY ENGINEER?,()FESS/ APPROVED BY: DATE: 4953 SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. Q 9 �. RCE: / p p J. / FORE y� NOT BE LIMITED TO NORMAL WORKING HOURS; AND CONSTRUCTION CONTRACTOR FURTHER RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED � �oN -4<< F DESIGN A RD ENGINEERING RECOMMENDED y0� o o Cal: TOLL FREE AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY UNAUTHORIZED CHANGES AND USES TO THE CITY. JR CM >ngtnopmn9 Land Sing Lmd Plemm 11 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF - Z e253 s Avenue„ wo WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY U3 No. 36052 Zk m DRAWN (sns)P3%815 axf9 s 317% SHEET 227-2600 OF THE DESIGN PROFESSIONAL. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY CC Exp.6 30 2004 CGR �e� PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED sp �� �^�.C. 1 of 8 PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE qrF CIV�� ��' CHECKED RAYMOND J. AUARD R.C.E. 36052 DRAWING NO. TWO WORKING DAY'S BEFORE YOU DIG PROVIDED TO THE CITY. Q cm RJA DATE(v o '3o z- EXPIRES 6/30/04 184$-D Renome M:\Dwc\12103\BACKBONE\STORMDRMN\UNE—C\SD1.DWG PROJECT SHEET NO. __--_ OF ___ Dote ,KAY 30. 2002 m, c , l Q w J , � r I 1 Ni 1 TO 1 i O Z °J CJi 0 co) pz + I I v -< � ca � ;11 � D r- p I ..,/T\ bA� GREEK CAHNNEL g n f m '10 co)z I rQ ( row -7749 cfq Mo W O8 ' frl D 1 10+19.96 10+19.9 o X � z D v o X Ill :11 � (1718. 45 ) INV I � ;TOP CDF CHANNEL WALL , , D c_ z II r - D � 1 b+2 9.31 , 0z � II z � �1718.A8 1W ��'� I 25' 25' DAY CREEK CHANNEL 10 N00'15' 1 V 10 HX 20'W RECTANGULAR CHANNEL I - - - - - - (S=0.0625) .. -.. - , :_ - - • - - - � r-1 ._.,.- ._ ..: .�•'.-_. r.._, �.1. ... }-. �... _. _,-: L_s...;._-. -.} 1 ..}_.... } 11.- .i: T-,: .:� :.+._�{__ .:. _.+..�. ..r.».1 ,-.. _.}..- z + CIt FD. 1" IP & TAG LS 4430, , . r` N .� �" � � _;: I' �' `' ,;_ i I ` I I ,� 11 m j 'r V "� , � �N2g. � >> \�` � IIIFLUSH, PER RS 109/39. 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L ..:__ -t•:.. _{..--+__ _i-* ti, . .L_._.1.1 ,J: ....,+ _.�..,.T_-h C'� r 1 , I END E . r- r r: I _ h( ;PIP � _ , !~ �._ � .1.4+Q m �'1719.�8 IIr�;V� I I ' •� N�AN�IQt�E a 1 14+ .00 I0 cr +' � ' o , 17 R � r 38.E (M. 14+Q2.3' ' I � 1719.60 INV .I � E< r I I , r r 1 : + O r N c� \J 00 \J V \/ \I \J l/ ' /^ " ,� �$.._. -i rn D O Z O O O 0 0 0 0 � f�"I Cy t ' -T.• : Z Z Z Z Z Z Z Z .-.- � � , I_0_4 J � 0, / �I'I I �. g .., .,...... - .� .._'.1... ___._}_.,, p ..aJr � _t I00 , • 1{ LAL � L � � (�,� � ,.._:- _.,_...__i .�_..,:_..J.._._..1. ..,f....;i s... +- v»- •�' -+ ..1" - _ --i,.. T ,-*1`_•-;..a - °'^ +. 1 +i_J++ :.;,- .t :.{. O C � rn O pp rn ! .-._ .- _ .t . C - { ,L O D i O 'n s -r� Z � rn Z rr, Z Z 0 O O W \J �J \! l/�' ".. I �,--� -._._1,_.... -•.-..++ w„..1... .,i._ ..+,1. -_i ..>-.. 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' I , I f . :BEGIN{ PIPS ' I � CL CB N0. 1 O° � � W=10.0', V=5.67' pp I � r m w -+ o ; r.. r 1 9:23- .,, ry y w }+-- - --- - ------ -- U, ,� ::._.: . v t,,w_�-�:; _ ., .. �1"..WATER x r hr C I 1 D � D . I � I , _... 1._ a 18+77.88 � I , END PIPE ' _ ( � 1 t , m � 10+00.00' , cn o 119.04 INV 48" RC ,.;, ._ �• ,- ? ' � o � 1 1$.03, INV 6 I EGIS FR v m � o .-, __ 10+05.62 BEGIN PIP �� � � � ..1719 INV _ _; � ` ---�_ _ .�ry r� . . O x 0 0� �o z � o 0 o w � i � LINE , • � o � z 10+00.00 ' n < Wo rn � cn o p m � to � w..::� .LATAL _1., .. , • �,a ^ate (n m (�� � � &33N�� � � .. . _ `p.. .. _.r ,..;.._ .. ._ .. _.._ 1. � _ - _ .. .. ��:: _ t ,1 D+'13.62 I ENb. PIP � a n o o n s 1719.40 I N\/ ' , , C7 D n � p +- �I I Ij �• + � i- _ I -� � Z n 1 cf)� D � 0 48 iRc�, I , 10+00.00 I D n o �',� � 172Q 84 INW..... . . : 1v�ANH01.E _.: .. • N � .... i_.,.....,_ •y ....�.__ .;.._ '' .. f_. :-a.i l+z:«;, .a.. -.1 o D � 70'+4.2.30 BEGIN.: PIP :. . - =-- - - - - IoE -i n r J - y ~ • m � � O Tl � 11721 .90 bNV horl Z O • � > O O 0 " r r z 10+41.87 .EN PIP "' ovor�* =r�� m Z D � _ 1722.69 I,N'V °�' �;� � Z �y = D -+ D Z D C x _ rh C7 �V `/,/ � -L_1 _..Y_..--. L 1_. ��.._..._t_ ._.1 �.-_1__+._. «{..... ' .:� 1._..- .-}._-a-_+-+-. l.L-_-.�..__,_ L.... I 1� < G <m /\ ��1 Q _ N� I G' z 00 ' frl - 2 - - ' - - - - �v 0 0 D n a n n n _;_ �_. -� i Z • r 00 f I Z I 00 - (D r N g o Cn N w REPLACE OR LONGITUDINAL STEEL SHALL RETAIN EXISTING CHANNEL J z #4-05 BARS DIAG. C) RCP SIZE PER PLAN Y EXTEND INTO PIPE EMBEDMENT WALL REINFORCEMENT SIMILAR TO SEC. B-B . + 0 ,..,,. BREAK OUT 7"+ + 2"X6"XO.D 2"X6" 0.D w 'B' 'C' LINE PIPE THICKNESS � 2-#6 REBARS 2"X6" CUT 2"X6" CUT FOR TIGHT FIT SPRING LINE---IFOR TIGHT FITwAw --rte 2-1/2- L -1/2 CL. PER PLAN LOW I r #4 ® 1'-6" (TYP.) �` >I I OPT. CONST. JT. oo I O� FOR WALLS <r w I �- F�-/� s. p - � � ® INVERT I•.• +� �\ !'-•••I r•f 2-#6 REBARS C 6 s *Bw-�B' SECTION "B"-"B" - -,- - --T - -.� - t - ' V) •B+ CHANNEL WALL #5 BARS 1 'i REINFORCEMENT (r) U) z + BREAK OUT + z li DETAIL A I- LINE00 a w C �.4 7 NTS w = a PLAN-TOP SLAB N.T.S. SECTION B-B N.T.S. CHANNEL w BASELINE '+ v LONGITUDINAL STEEL SHALL = EXTEND INTO PIPE EMBEDMENT a 6" EXIST. CHANNEL T � a WALL REINF. ALTERNATE BARS NOT REQUIRED 10" Y 6" SAME DIA. & SPACING I' WHEN EXIST. EARTH FACE Z� � • �. WALL REINF. AT TOP OF a JCT. STR. IS #4 ® 12" C BAR-, ..•.. I♦ .. L" BREAK OUT LINE A BAR 00 5 ® 12., I r 1 LOP 3 4" CHAM. -- ►:� - E PER AN I I TYP. X X #5 ® 12" �• •� T=MIN. B BAR 2 1/2" DIA. z r 2-#6 REBAR WEEP HCL _+ v CAST IN PLACE OR 2" L CONSTRUCTION JOINT 00 DRY PATCH AROUND RCP 2-#6 EXTENDED 1'-6" BEYOND I D BAR w EXIST. CHANNEL OPENING OR 2" CLEAR OF _ �_ J a WALL REINFORCEMENT BREAKOUT ♦_•j._�� T= ,I o STANDARD END HOOK SECTION A-A 0.1 STRUCTURE N.T.S. �. *IRANSrMN NTS N.T.S. SECTION C-C 5'-0" 5'-0" N.T.S. TRANSITION GEOMETRY MIN MIN BREAKOUT LINE STA. 13+04.74 H= 10'.0" 13+04.74-13+ 19.74 7"+ PIPE THICKNESS EXISTING CHANNEL WALL XR-3.5' "A" BAR 5 BAR © 18 O.C. X�=3.5' „B" BAR 7 BAR © 19'T___0.C. -'-� �,�' .1 •�� � •-I►..7. '�-'-�� ► �'�- � _ _ - .-,.� I, :l I I''` I •I 'i `I• :� 1 j f.I .1 I.-. - - � o R. Y-3.5' „C" BAR 4 BAR © 18" O.C. •. rt.-.-•_ :; ►- -.- �; • ' '' I I H. '_1 „p” BAR 5 BAR © 18 O.C. STA. 13+19.75 �'�%♦- �� » 13+ 19.75- 13+34.74 } .i =.�.;.- -_I �_ -_ r EXISTING CONEXTKM H=7 .5 _ T � _ � _.�.- XR-6.75' "A" BAR 5 BAR ® 18 O.C. - _ - T -'' JOINT - ' "B" BAR 8 BAR @ 1 8 O.C. . 'N ` �T ►�•' ' • o (1) LAP ALL REINFORCING ACCORDING TO (ACI 318 63) X�=3.75 - - - „C" BAR 4 BAR © 18" O.C. -. �- - I ► '_._.T r , I �.� - } '� � OR MIN. OF 30 DIAMETERS. "�" BAR 5 BAR © 18 O.C. EXISTING • ��= = = - , - �.� - ►, r :` (2) 3000 P.S.I. CONC. SHALL GE USED FOR STRUCTURES STA. 13+34.74 JOINT 12'50 4 .. WITHIN THE CHANNEL R/W. �` - '+ T ► :: ' ° (3)ALL BARS #4 012" UNLESS OTHERWISE NOTED. L— - �'. -s�.-• . -• p . • • I USE STARTER WALL JOINT (4) CUT EXPOSED STEEL AT CENTER OF OPENING AND BEND XR= 10.0 -•T -r `:- - - -'.- - :•- -'► ` ^ -'1. WHEN POSSIBLE INTO TOP, BOTTOM, AND WALLS OF JUNCTION STRUCTURE. s s , SECTION C-C IS NOT REQUIRED ON CONSTRUCTION PLANS. YL_14.0 } " ►►. �.. % ��/ � �� EXISTING �`��j�\ ,��\`•�f�\�\\\ \\/77, �/\i� �\\� CHANNEL �j. /i /s. /i. /i\ �/� /��/• /\���f/ FLOWLINE LIMITS OF 8"+ PIPE THICKNESS BREAKOUT ELEVATION N.T.S. JUNCTION STRUCTURE "C" 11 CASE II DETAILS PER ARMY CORPS OF ENGINEERS DESCRIPTION OF REVISION DATE crrY APPROVED: CITY OF RANCHO CUCAMONGA TRACT 14496 AND TRACT 14496-1 STORM DRAIN LINE *C" DETAIL SHEET RANCHO ETIWANDA Lkxlerground Service Alert QRpFESS/CN CITYROVED ENGINEER RCE: 24953 FOR � � J. '1 < <1\ DESIGN AL AD ENGINEERING REc M N D �0E o Y Cal: TOLL FREE �0_ C,d E,�,"_Land Surveying Land Pining Z Fontana, CA lornla 92535 v O to 1-800 tTl DRAWN JR (909)3561815F (9091356-1795 � No. 36052 m SHEET OF 227-26 �� Exp.6 30 2004ml\cgr\ � 3 8 CIVIL � TW WORKING DAYS BEFORE YOU DIG 9TF CHECKED RAYMOND lJ. ?I- R.C.E. 30/0 DRAWING NO. 0 OF CALF RJA �• lop p L EXPIRES 6/30/04 �Q �4$_� - - - - Fob me: M:\DWG\12103\BACKBONF\STORVi)RMN\UNE-C\SD3.DWG PROJECT SHEET N0. _ OF _ Dote. AXY 30. 2002 m, H ' 1 1 I 1 + , i I I f I 0 CL 0 T 0 rm _u> ()o 20:mu S2 o-4 _ I i i a i� , , 1 I 1. i C � $ I � I •� I I I j 1 Z Z r 0 c X see < 1 1 I I 1 1'I /MyA5 rn _u to + � + 1 • C7 , n � fl " fir' O CD + i . r A '1 r -� I w o � z Q � � � co �. I 1 i• II � �. ��4Y" C f 7 EEK C W IV�L o°'o `�°- � i � • z n � O � � Q,00 =7749,0 cfs 1 i n (1 X35.00' t r' �' � .1 ., ...,.�-. . _;.: �1�0+19. 0 1825.00;._.�,I` � .. ,;.. ,:_... _ �, , .., N � � � o � 1: 1 OP :OF CHANNEL .. .. � ., ., • c� �� � 2 �. � I 10+30-41 BEGIN PIPE Nm o - --� � �C/L DAY CREEK p _ 182x.2 INV. }. - _� r+• . - --. __ ... I • CHAN z � NEL Z � gyp,H I _ . •`,- '�- -r - a.a_._ , 74 N , ' U t• -i w D t - F, 2 G _ N 0N • a. •'' '�� � � � > Z7 G7 :,._ . � a _:-.:.. ..r - •- � -, : ,. __ t ;.fir « _ _ II _ - - -....:. 1 D s� :Cru..., 11+53.64 w - . . . a.� .- _ . .. ,_ ._,. �. a.�: _ ._�: -._ : w ,__ yam+ �+ / 1"r T rel / i r Zm -7 --1—i -+ +. I � 1 Y Z_L� I'Tl D _A�_. _,is �.�.{ t _.;.: p J-A. _ Ul-0.CrT '.1-- r e I I 1 as f Om I Wo CD > w 13+04.74 + 1 +04 7�F I END PIPE ___ '--.• - ; 0P HEADWALL=1840.006 $ T BEGIN TRANSITION I + � i =:18 , 2 9.20 _.__,..__.-.._,.._ -. .( •_. _ • J I +34.7'7 M 'MA r-, ._j. I. _o_ Y ,_ .-.. I'I rn� ., B GI�1_ HAI�KE�. ., t WALL cr•I --- ;: , : ' 1 3420 ; FL i 13+34.74 END TRANSITION � - --� �.��.... �.. , , _ _ :� - -- ,.-• r- ,-; -�- S TION �- --� � ;`�-- , `\ � -gym j 1 ^ I 1 En M m ' , , tI , SEE SHEET 6 Z , _ .,... ' .. � ,., , _. as _.. ._._ _..,�. __._:. �a ..�.� ,. � .� y I ,; r -j I C31'*YO . 1 , I ; 1 , 1 I j t 1 i I I I , L O tC OD � TAT I I i M � Z Z Z Z Z I 1 , 1 I // Z Z Z r.._ � - i"" t ,.-({'. .,S 1-: .k 1-., i ! + r.._ }. :.1•. •, r .j..... t. O A C7I CII r n OD +_ _� ,...._ .. � m t , } L 1 �1Cj ymC� . : I I Z Z � r i r � C7 \/ n � ' .0 M z z Z m � � Z . .. .: `JrnJ 'ee��1 r V 1.1 l r x /N co Z — Z �( 7 O I o m U) z g C I + _ Z _u c� 0 t A � M z � f• O m cr ' z 0 z o co ,- 0 00 I , N , D C7 O (A � � O D , Y I co O -t } , 0 00 j r I ' a 4 a } R TF I ao 1 V/ 1 O ' + j O �' Z Z m , 1 I , C D � I i T 1 j Z D V, -- z , j r n ' _g � D Z D CC � Z � D =D xZ = � Zm = D ,b N cam•. ' r .; , _. m 1 ' 0 C�7 D O ►� _. _a -- .._._.._ _ z . Z z N • • . . I _ Z o - - - z 01 o w D I I r II II n .. :- r - ... _♦.._;. ._� __ L .: 4 - 0 0 00 , N xZ �O O00 ;o ... .. _ .. ..,__ ...._ .., ..: , , �. a_ z 25' STORM DRAIN a Ew O STORM DRAIN EASEMENT TO EASEMENT TO THE CITY Z tn? ^ THE CITY OF RANCHO CUCAMONGA OF RANCHO CUCAMONGA w z * ~� + � 97.po TRAP SECTION »L» SECTION / 2-#5 BARS ALL CONCRETE SHALL BE CLASS A CONCRETE \ OPERTY PR E 3' 2' 9' 10" • 9 � � `; \ 3/4" CHAMFER 1 39. 14 r- - - - - - - _ B1 MAX.4®18 - - - - - - - - - - - - - -183 - - - - - - - 49 in 1 AC -1 1 ( ` :1 P , 2:1 �SLO0�E ti w 1'', / - - - 4 B4 829.5 5 B2 INVW _ - - - - - _ 2 - -N 78' r45 Ei �_ %- i _ _ _ �� `��� 2 B5 C0 1840.0 I 18 r' �� 1 .0% 10 M - -; � _ _ 10 1 6» B6 B3 W `V Sib) M DMN j % TOP -- HANNEL BASE - — W » 3 1/2" 4" 6 6 W - - - f - - - - - 1 ' ' ' 2 18 9.2 f LI, 1.07 co. _ _ f= " 1}" 6 \ CLR. WEEP HOLE---[,- U) OLE�� � _r ( #4®18 O.C. \ 13 -- _ :1 J `r j 1 L1J -- - ! j I 1338.9 ;, ` 193 25` ,_� �, I X40.0 , f f j TW TW �� '\ _ y� ��' ` %- _ - - U1 12" g" J 1 p" 4®18" 4018" B7 B8 B9J �LjO.C. ` MAX. �J SEE "L" TRAP CHANNEL i JOINT DETAIL 1839.1 I r END ,.CHAIN TRAOT,U14 r » i 1838; i , -� I 12"X12 4X4-23 GA GALV. WIRE MESH CENTERED / FS A�_% 1NK •FENCE AT '\ ', � — \ FS C 14 ,i i ' ,� /` ON EACH WEEPHOLE ANCHOR FIRMLY TO BACKFACE PER?METER WALL 12°X12"/4X4-23 GA GALV. WIRE MESH CENTERED / ON EACH WEEPHOLE ANCHOR FIRMLY TO BACKFACE 1 :E. PR �ERTYTRAP SECTION "L" SECTION B1 HORIZ.AR IZ�AND SPACING CONST. JOINT BARS VERT. LENGTH I VARY THICKNESS B2 BAR SIZE AND SPACING 8018 UNIFORMLY 6'-8 BARS VERT. LENGTH S-4"24. 6 BAR SIZE AND SPACING #4018 9" BARS H . LENGTH 0 _10 / '; VERT. LENGTH B5 BAR SIZE AND SPACING 4018 2 #4 BARS BARS HORIZ. LENGTH #4018"-/ 018" O.C. VERT. LENGTH 3'-0' O.C. EMBEDDED 18" gBRs 7 BARI SIZE AND SPACING 5018 STORM DRAIN INLET 'L' TRAP CHANNEL JOINT DETAIL NTS SCALE: 1 "=20' STORM DRAIN CONSTRUCTION NOTES 0-CONSTRUCT 84" RCP (D-LOAD AS SHOWN ON PLAN) 8�CONSTRUCT HEADWALL PER DETAIL ON SHT 7 OF 8 STD DWG D90 'Um TRAP CHANNEL CONSTRUCT TRANSITION STRUCTURE PER DETAIL ON SHT 3 OF 8 10 NTS 10 CONSTRUCT CHANNEL PER DETAILS HEREON 13 CONSTRUCT 3" AC PAVING OVER COMPACTED NATIVE SOIL 14 CONSTRUCT 6' CHAIN LINK FENCE PER CITY OF RANCHO CUCAMONGA STD PLAN 607 18 CONSTRUCT REMOVABLE DEBRIS RACK PER DETAIL ON SHT 7 OF 8 DESCRIPTION OF REVISION DATE APCITYPROVED: CITY OF RANCHO CUCAMONGA TRACT 14496 AND TRACT 14496-1 STORM DRAIN LINE "E" DETAIL SHEET RANCHO ETIWANDA Underground Service Alert pF ESS APPROVED BY: 0 DATE:' - QR oti CITY ENGINEER x,� CC. .�/'Z� ( � RCE: 24953 0�F of YAG Calf TOLL �0��ND J ��meq`F2 DESIGN v~i �� p JR Ciro Engineering land Surveying land Planning ALLARD RING RECOMM ND lz* _ 8253 Sorra Avenue e2z�� 8 No. 36052 m ,,.y Fontan. Ca111nrn1a 9x5 ��11r L1 rn DRAWN ^ § (9091 3%1815 Fax f9091 3%1795 SHEET 227-2600 Exp.6 30 2004 1z, � ml\c9 r /J� � 5 OF C I V \' SL\ CHECKED RAYMOND J. ALIARD R.C.E. 36052 DRAWING N0. CA\-�FVRJA -7 • • p Z EXPIRES 6/30/04 ��-D TWO WORKING DAYS BEFORE YOU DIG OF DATE Flomme: M:\DWG\12103\BACKBONE\STORMD"N\LINE—C\SD5.DWG PROJECT SHEET N0. _____OF Dntei AXY 30. 2DD2 ort STORM DRAIN CONSTRUCTION NOTES PROPOSED STORM DRAIN EASEMENT �0� L 1 CONSTRUCT 84" RCP (D-LOAD AS SHOWN ON PLAN) 8 CONSTRUCT HEADWALL PER DETAIL ON SHT 7 OF 8 STD DWG D90 14 CHANNEL BASELINE �` R PROP. PERIMETER WALL PROPOSED CONCRETE CHANNEL 9 CONSTRUCT TRANSfTION STRUCTURE PER DETAIL ON SHT 3 OF 8 I 14 PER TRACT 14496 PER SECTION A-A SHOWN HEREON \ VAR. 10 CONSTRUCT CHANNEL PER DETAILS ON SHEET 5 OF 8 \ 1 ' 2' 10' 14' 16' 10'-0' 1849.0 2. 1 GRADED SLOPE RIP-RAP 12 CONSTRUCT UNE "E" JUNCTION STRUCTURE PER DETAILS ON SHEET 8 OF 8 0.83' Q�� 13 �3� TW LINED WITH 1/2 TON ROCK / \ 13 CONSTRUCT 3" AC PAVING OVER COMPACTED NATIVE SOIL `5% 4' 10' EXISTING SCE TOWER -., a ?x,,._ as. u PER GTRA GRADING 4496 14 CONSTRUCT 6 CHAIN LINK FENCE PER CITY OF RANCHO CUCAMONGA STD PLAN 607 PROTECT IN PLACE PROPOSED 5:1 Q�� Y_5, 2 15 CONSTRUCT DBL 8' CHAIN LINK GATE PER CITY OF RANCHO CUCAMONGA STD PLAN 607 OR 3:1 SLOPE �� = 2 , 1 SEE PLANS FOR Q 1844.0 16 CONSTRUCT 30" RCP (D-LOAD AS SHOWN ON PLAN) LOCATION - VARIES SLOPE \ 1 % 17 CONSTRUCT 1/2 TON RIP-RAP PROPOSED 16' WIDE 1.0% o 18 CONSTRUCT REMOVABLE DEBRIS RACK PER DETAIL ON SHT 7 OF 8 ACCESS ROAD SCALE: 1 "=40' \ SEE SHEET 5 OF 8 FOR EXISTING GROUND 19 SAWCUT, REMOVE AND REPLACE EXISTING ACCESS ROAD PAVEMENT AS REQUIRED STRUCTURAL REINFORCING _ 10 6" THICK CONCRETE - 20 REMOVE AND REPLACE EXISTING FENCING AS REQUIRED SEE SHEET 5 OF 8 FOR 4' DEEP CUT OFF WALL @ CHANNEL ENTRANCE STRUCTURAL REINFORCING 10" THICKNESS j s STA 21 CONSTRUCT "V" DITCH PER DETAIL ON SHT 6 OF 8 OP� I 22 CONSTQUG"(' - yVE 8 VAINEjVjAL-L- PIE(_ STD R 24 4 .1�' SECTION A-A G D W c�. D 9 o s�EE-� o,F 8 SECTION C-C G.`' / AREA TO BE FILLED NOT TO SCALE NOT TO SCALE TO DRAIN 0 1.0% MIN. 1 APN 225-071-38 APN 225-071-62 E.C. 23+15.00 2' 57.S � T ,A, - 7.75 R- 0.00' e� ------ 57.6 - 240' \ i =97. `, `� EA FI \ \ j \ / ACT X496 '� T"I I = i SEE/ o SI�ET RO S d TH gAAIN J\o ---_- I \ 10 CITY IRAN H N A / �- �� , r---' \�\ 8481 a PROPOSED 847.0 -- a -_BVI GWALL 14 �- -� � - F� v_ EE" SEC�11 _} � N 5 �, _ 846.0 rn \ `,I i �► z ` + �\ •1 FG - 1 �+ =�!j _ .P \ 843. , 845.0 - EE__SH fi i N; �\\ 844.0 ,�; FG - ( ! A FG 1 SLOPE` a �---------� � 842.0 c - � 1. %' � o � 84$.0 14 \ \ �:1 SLOPE -� $ 7.0 rn % 6. 10 841.0 14 FG _ - 1¢8� jo /FUT Z I 84p.013 Z5�� - ! FG a:1 SLOPS _ - N85726 2b"l 845.0 1.0% 14 21 15 \ 844.0 TW -� 3.45 1� 91 SLOPE -a d a M 843.0 rn y a 14 " 253.01 ' 842.6 N86'46'37';W . I `� n 80 3514 E 842.0 844.5 844.2 N 89'3 6 49 E 843 2 841.5 �➢ m / �_ 2- 841.0 13 TW 395.93' FL FL FL 21 FL/GB FL 837.9 23 .82' 834.4 FL C) - 1 GB 840.0 14 �. N85'2 '22"E CHANN L BASELINE B PERIMETER WALL FL (835.2) j Tc 1813 �8 PERI ETER WALL PER SEPERATE LAN 14 PER EPERATE PLAN � ', �15' � � � VARIES A , ) Ar I' 1 N/ fi � \. \\ Fc 840.0 TRACT BOUNDARY FD1' IP a� Tac Ls 4430,FLUSH, PER RS 109/39 TR 14496 N � FD 1' IP do TAG LS 4430, FLUSH, PER RS 109/39 _ Q o ZbD '\� z 819.6 - I (, 821 .0 Q 819.6 f 25 58 Q 26 41 42 57 W 24 D , -_ O j LL _ OI I_44 0 i L- \ � 4059 820.4 820.4 819.5 �__ - _�- , ( LL) \ a 43 819.4 W FD 1• .0-4-436.'f� �� • ` 56 W a _ \ cn �' 8 FLus"'- Rs 1os/�s _--- m p� 27 822.o Q I � U \ D Q > OCI�C 1 � 821 .9 23 J ` / O pj 0 z 0 U Q 0r J v ll / I �� I A 1 EXISTING DAY FD 1IP & TAG LS 4430, FLUSH, PER RS 109/39 CREEK CHANNEL PROPOSED STORM DRAIN EASEMENT PROPOSED WINGWALL CHANNEL BASELINE SEE STRUCTURAL \ 14 VARIES I 14 BASELINE 14 REINFORCING ON 1 ' 2' 10' 14' 16 WIDTH SHEET 3 OF 8 14 1'-0" 1'-0" \ , 0.83' 1 2 10 14 15 TOP OF BERM ADD GONSTRuGT1 o1J N oTl✓ 22 es 13 2' WIDE R PROP. PERIMETER 2 1 AIR BLOWN 1 0.83' 0 1 p' 1849.0 AID D�pT44 of FocrTIN sz 4 10 Q�� 2x 3 5' WALL PER MORTAR 2 EXISTING k�. CITY 2 TRACT 14496 GROUND 5X 4 10 DESCRIPTION OF REVISION DATE APPROVED: PROPOSED 5:1 " OR 3:1 SLOPE, 2 Y=5' �' 1' WIDE 2'1 3 w 2. 2:1 SLOPE fix, PROPOSED PROPOSED 5: 1 es 2 Y=5' y TO DAYLIGHT CITY O F RANCHO CUCAMONGA SEE PLANS FOR F Q� 16' PROPOSED 2: 1 OR 3: 1 SLOPE, �� =III=III H EXIST LOCATION Q ROUGH GRADING SEE PLANS FOR e� III=III-III- WIT E S Q� PER TRACT 14496 LOCATION - -III= GROUND Q TRACT 14496 AND TRACT 14496-1 2 =i I I=1 I I DEP_ !,4 OF roorr�N4 t ire, _ !toff. JLL �rr.. l'l l l LN r. rrrr EXISTING GROUND 6"X6"-10 GUAGE W.W.F. --I I=I I Ed I I=1 1=1 I- STORM DRAIN SEE SHEET 5 OF 8 FOR - -,,, _ _ STRUCTURAL REINFORCING 1:0)/ - ----- - ____ __-_ ___ PAD SEE SHEET 5 OF 8 FOR I I-III=III=IIIIIIIII1 i I- � w 16L" JTHICK CONCRETE "V" DITCH DRAIN 111=111=1 I I=1 I I-1 I I=1 I I-1 I I- LINE E PLAN SHEET © STRUCTURAL REINFORCING III=III-I I I l l l-III-1 1-) 1 I NOT TO SCALE 10111\I-11=, RANCHO ETIWANDA PROPOSED CONC. SECTION B-B "V" DITCH FL 4' THICK DEEP EXISTING GROUND APPROVED BY: DATE: " ELEV. PER PLAN U�1C1'91'OU11CI ` AIT NOT TO SCALE SEET DETAIL HEREON 22 CUT-OFF WALL QRpFESS/0N� CITY ENGINEER 1 SCC �L�c C�//l� C\ RCE: 24953 FORE Y PROPOSED 1/2 TON °�oN° J. ��� DESIGN ALLARD ENGINEERING RECOMM �a Can: TOLL FREE SECTION D-D RIP-RAP �� 90 Z JR Q C1vil Engtnaering land Surveying land Planning 1-8W G J NOT To SCALE ez18 sierra Avenue � No. 36052 m n.-��� Fnnlana. ('alllnrnla sz�s Lal !�7 DRAWN (909) 3561615 Fax (9091 356-1795 SHEET 227-260001Exp.6 30/2004 CGR\MAG Q�� �J �,�/� �J 6 OF 8 �1"', C 1 V SL�\P CHECKED RAYMOND J. ALLARD R.C.E. 36052 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG Q CAS-SFV` RJA ? • '30 • D t-- EXPIRES 6/30/04 -D DATE PRE C 7 C H E L I N (�F Flbno,te M\DWG\1 2103\&4CKF30NE\STC)RI.S;,RA N\L)NE-�\SCM DWG ROJi1 J Dote: JULY 2002 CGR 1L Cet �C _ ._•�� _...� poll ,- 5 S.EE 1 TM i _ rptal rkt r NO i s- 0,C_ floe - --_»-tTie"Otl n R C_So. of R C->p5t++-i 1 1 t SM ABOUT E HECK EMD Cnr.L.+LKQ 1 / t t �"+ Wage / 1 ./w � 1992 r. !/,�1 ; •e t � x� TA� C ].. wsz 1 1.. f tN#1 1i+� 1 r�wr.". oa•r"w".. w.j -se.ti�t _. -__- `1i�rsa - -, _ ! r«• r r ,c U..L 9.,.H".t•ltpao•r.s•Loo t.••D R 1r.S.eP.cv,i 04Tf j •" • , , �, - �!+!#!••_rq•.• ►Etrw.w T.,......r•,k T.'M,/, I-t ..Tr t [n2 Q�TA{� �, ♦• - +I_ r - - _ - _ ._.- f S*w-� t..- Eltw•,a.w,M" I,■,e e..re r 1W, N...•..r.•.G..r.•.1 t•eQ '� w-ta,�. 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Nov.+ - --- SECTION C'C M.IS• w mew ! # � 1 t vwftol _ _ _ __ (Set ifstt 13e3ft. 31 TYPICAL LAYOUT EXAMPLE N,ts T •,e,e -eenv V.rz I " l t { / rrDet 3, t www.go—•i••r•w. «., ; . .r■ •c'e>o.. - teas � i; --.._- - -, -� Mrriw�- - r )erKt fat +t►<..w."rr.o.t-",teo. •.ere- _ _ _ I ' ! i+w'ie.oeNi iMw N' „ ' s mw i ebomMn4 - 4036 i t•: _ / • ! ; � _ ; 7, a 1-� r ; � ,,,, FL W Nor ( ee."- -eoD,a•.ve cw• Srs{•c•es• ,' .�`4 PART PLAN A-A •1 +t N. •i..n I"•ew.n.4.per•+ •l ..a v ri-E..�r r«,.• 1 ► Rl + Sratt R ■ 3r+•+ toll«-r..wn•a ! E 1 1 i Atlfi i;�N►1 �(i Ran itr= r'-O •4 C,Wit •. t ■`1•ir.r T! °a ,o •4jo D L��s •.a INLET OUTLETEM IlaM wrfabfaIc1_ JI . - -- RC PIPE DETAILS i t E IDFTAIL p• 20, .�e .�0. T '2 til �' [ .-.. _ — 1 •t` L. __ t...-.- _ --._ -. _._ _ .:.s- r.,L.u;j SECTION 0-D I t / TYPICAL SECTION TYPICAL SECTION lar,w r.e e,...rwp..e j . i 1 t i '. ■#I H#T ..a-----'-- t.l,.r crV,.•n^`".tn. I SI•t et t"If 1 • 1 -" E !es OA10 - -e---- C _.__.. H=4 THRU 12' H=13!THRU 2d ! 1 t �� /-eia E REINFORCED CONCRETE_ WiNGW_ALLS _ 'ftwwot ► 1 ' E _ �!K*f IIs_3 D•f M 4' 3' tT' e' ! r0 rr' +Y rj is' _0: -,6 -,Ty rr i�' 20' -- -r-- r . _., - Wep,ene S.r�• S oc.. 1 ! "rlel ..`r tamr t • . , L -A -•�• i pip*�i i ■ S- � �- 3 fir dy f>,. 4. t�- '- .I �. r -t r2- !,�! •6ec2 I ♦ 1 1 / } / ` • St•eat - L c rod -z r-. r-s r- i-,o Y-o r 2 •, 3 t• z s' y o }' t" i 4' {a' Via' 2k l i E ,` { 4 t z r� z'-rd �'-r 3-a 1 -.off r t� s ,o° s x s . s e G•o s . G e > oY:� r e �r ,wo,z i • Sher ►M '�.. -- --— - - - _ ;_ _ _ _ ; 1 °,a -.- _��' -.. 1- _ r -f - D '--- ----1----- -- - } A ■ ,� • . __ 1 , f _ " �� r 3 • .� r It �, "t24 .tlf SECTION E-E � ••�� I i 'a • • A a r Ola1,�'0.4. O4�t6i` 6T5 OTf Ov1 so3s •SOS LL 0. _ r �s rs Lrs rso 13 •s Ga rc Ta w +p,t rola r•+ Un&•rs otos, rst dts+��ne j 1N� ET BARRIER -1 i rf R.C. BOX R,C. PIPE OUTLE T t r.el,r4.ro.eMr Irr... F i } N-E.►x.wr foes � I 6"...e..t/. ` � j E..»« __ --•.,o,r o � � OUTLET BARRIER S�orx_ i ELEVATION j $; SECTION 8 a u+e two"ft a •-,Aper..• r� AIUNS Aro�.ro,r,...4"6, z.+�E� j p -•�#x C, ..r./sct-.,r W meta►Nl e•+, C.. J,. --! Yt -- L"S -4 0 tr .al , ...,... . NOTE IF« .►eot�t�a, owtkw woombor SAN B E R N lel R D I N O COUNTY o sere.sw.d allot soo asf 3 ! _ p.N■,•r.,,.....�.-r� .- , y - t -E >- I a m st,.` �#, ea. . .t R C ..a FLOOD CONTROL DISTRICT s be W.4k•.r 4 4 ■w� `�•"".,, ! - I TYPE A �T - TYPE B STATE OF CAJWOR1a+r M.M,M 1-" ^a'r'-' 1� L�_.1 t. �_ L , OEOARIWNT OF TRAW FriRTAT10N w F -- END ELEVATION ter"teirttag Mtai set ei•oil be 001101aotf! SECTION F-F TYPE C WALL STRAIGHT WINGWALLS PIPE CULVERT an the Proles) 0(owIf,ga !1(VtliONs Owl1, b{t1 DAL( HEADWALLS, ENDWALLS AND WINGWALLS ! K.J.K. 11'18-85 TYPES A, B AND C rltt leo. NO SCALE D9O S.P. 101 - 2 ! 1 i Of N1 WAL 40113: 1. "49 co""fel woolt #Mw owe st+oN lit nvv* tmd ftV4 Feta to %ec I L a - I •1 t;!`� r I i '# 3• i� A!- 2 TM MEaar /sol hate. trE+N N lrtlMs #e ea M /►e"h## a ir/lEf M �EMt iA►# Mraw !1M!t M sl.res. I II I 1 • 'f �aH>t � 1 1 � ! - - T i -. - �e :V • �,:_ Or Awrlaa A t t ! MI siteo. pipe #i►eN be ne^•d on b** sills stow b*41404". I - - - t Hewgo Pop t • -1 r t t a i The Comes represew rewbons at ffie ` ` , ` I 7. o -'-!aN 4 1Na aaE•#nirw"w wwar pia seelvo l my be orr~ by two Dbw*f Is me coatrosiw ii I i S AN 5/41-Heft &•+water t•s+i AMA. •As11 be 00"" al tote Iblaa of 04 shear{�1►ns due �a Aydroslofic Acod Heol# M►f' rN "'"'r'" i +• _ j ' debrrs obslrucfed bar�/ers. i .-, ►+'pr• �►*,+•• +« r.►t• .t".n be x»-M.h M1.. ...t►.s+..t . E�►...m.•p si • .. +t•►. 1r.►. « ...+..+.tet i a.prns 8A balls,aM ■AN! be lwww4d with ha. soft epee lwatstak .r40W M %so IV 31•i40 MNtb. Z rho her hf aid wyt�YA of Me ry�er ►n s ' Pl.te iMeN Mi fraeR. A1.. "T" g j Za+i fiffla(Iso ' CTI(3N Al At * . 7. fro~.Mate,M1 AEplr• awoors *W1 UaN am erNl bye Foeiwt M two /ratlida at now to * + - i j oweo11rGe s %PS I - — � �f t■p"+e bete. fouls eM ewtleft,sea 3ae1i•A lite#! Z. i Z ;- - del&-rw!!es porch burner(see shelf 31, i (*OAS Mae$ M. It Iii 131 Angles E•1 J -o •- • Tlreal odes of !ting• pa so N"ot opts t>AJ bc► w+►@Am 9 will be Flmals seltft she bYiAp Hyla. - - numbers !, 2, cr 3 be/ween /he culrves, olr .fi 3•-+-s®1 AI Deet#ge It wsah beyond Me a.1t Islas, U•. bel •tet► t« pis ' r , I t� DI TAI A Z - - number 4 beyond elk Curves /S to be used i f't;. A wrrelr"#ro stt Lorre" pwto stiff tsbr•ce"oft. � iSe•Neta Na 121 _ • - - 4'•#• I 10 Covot an 04tolobls eot•tarf a"trfotot on a asst of tl+ohrproo !►ossa PIs# 1r bttlattott�lt. ! 1 s "'o* It. fa Mrwl 34 w0so s oil toss it +l N1011,ws set igwyt #Me IoM w6ft 0 brtbr. t - - - . i ( a + CIO Asha• 12 N "W bowel" endill a■tssoe 12 bot,provide so edmaowaf bin*• all No 800V�na o/ Iwo bo"W. Ile ! . ;__ ;=�' 13. for borr+trt socoton 4 fool it 441M M •ddIll,woo bes," 00941 60901, slroctr of e movis"VR/ ` + ♦ ,1'+wrw > . fsrrltr o ' aF f I•al as ••+Feer : ► I s•:w 81 Ss<eo. obE_, _s W. Sft*ow pME wG.lwLt shit bo ta+Mw+►sbMr peso Mw•+www �iro,dMr MOO, Ma+pa► O, 4 - FrorEa r + _- frstN 1pattlltatlar Q f)-A•Ni. I QETAI� ® Aad e , e t a le i i 'i- IS trate# to port I of tM ap►df icellsrs fM &#"owsi #sgoifire I fy tide �'w bt�tksots+s • • • ./ •e . • n 01 j Suede PM• w►�e - 1 , y - R at #.wt• 3tXD M• r. .t I j POW I SECTION 111-81 r , lertiV Tia Ero"wa foto ittoet &else A b OPE N i N G W I D Tfl i N F t As I's i►"tM' Mg ♦ �esrat pr" 8t SECTION E- F i t.t'e 2'a 2'■ !'.i'■�' !`.t'. ' t'.t`• ' 01• ! r•- -• - to fS09 (L(VAT#ON. steel 21 _R ___; law 1 awl 2 !re 3'ail 2'at'a#` i!-et ■� t at '�r t `at `a,' •I', 1L # M r i 1 ! 1 _ • g ■ I s 9i3s� at `a ` Il ii■ b• l�lae )`s.'ra a �•� t�� PROTECTION BARRIER 1 { itiwogs C, i j tM C rp #Mas - _�' - a� , bi■ _ H"'fN M+fal • ; - - {_ s1 A Rob" Armee ! i t-Et•a• j "I"t Pipe, ;�' o -. SAN BERNARDINO COUNTY i DETAIL v_ ;.z-.: �, — � . SAN BERNAIDf NO COUNTY Note Barrier numbs she!/ b• sp�riliAd on para/scf e>•owtnps FLOOD CONTROL DISTRICT i w« °9' s""•*� "'A'� ''`" -~#'" -�`" - t ' a . t FLOOD CONTROL DISTRICT t1[r1ltOre! Orbit, eT OAtt i -- - - v -- U7 ntrislettc ower. Ir oft CITY DESCRIPTION OF REVISION DATE APPROVED: K.J.K, 11.18. 85 ! twa�,e s^,''• - Cr _.I?ETML _ K.J.K. 11-10-05 ' fl►( oleo SfCTiON C�_C± CITY OF RANCHO C U CAM O N GA i #Seo VJata Na to A Irl Fitt ttv. S.P. 101 - 1 S. P101 - 3 TRACT 14496 AND TRACT 14495-1 ___-_ .-________-___---_----_ ._ _-___-._ _ _-- ___.___--_----_- ---__-__.__ .� _.__ -- - --- _______ _____-_ _----_-_--_--- _ -_- _-_- _______ _- __ _- --- -_-_ - ____ ____ _ --- -_ -__. __ __ __ _ - _ __ -- -- -___-_' STORM DRAIN LINE "E" DETAIL SHEET RANCHO ETIWANDA Underground Service Alert QRpFESS�ON� CITi ENGINEAPPROVED ER C� RCE" 24953 � of r°G Can: TOLL FREE ����0 °`'D J �� -7C�ti� DESIGN v o Land Planntng � � AL1Civil �A�AD t ENGINnd 9EEAING RECO M F� cn p - JR 8253 S1� Avenue 1_ No. 36052 m Fontana CalFax ( 92335 i.11 role DRAWN (9091 356-1815 Fax (9D91 356-7795 SHEET 111 227-2WO Exp.6 30/200 ml\cgr � 7 OF Q v ��9TF C l V\\- StP CHECKED RAYL,I J- ALLARp R.C.E. 36052 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG (OF" CAoF RJA DATE` 3 Z E)(PIREs 6/30/04 104$-D Fibnome: M:\DWG\12103\BACKBONE\STORMDRNN\1M1E-C\SD7.DWG PROJECT SHEET N0. ___ ____ OF _ - _ Dote. "y 30 2002 mol 1'-9" 3'-6" 1'-9" 1'-2" a I � I 4-#5 ° I N BARS DIAL. i ALTERNATE BARS NOT REQUIRED Li a Y ; n b WHEN EXIST. EARTH FACE °O a_ C-) _ ; I WALL REINF. AT TOP OF JCT. STIR. IS #4 ® 12" 10 2.00' 2.33' 2.00' •4 • SEE CONDITION 11.00 6.42 �, e e Q • ° �\ • • • •i 2-#6 �+ NOTE 4 ° r 4_#5 z o z z ,°n° e ° REBARS - o O o CUT WALL WITH CONC. • • i ° •• • • •° i • #4 ® 18 OC .. . ° NF & FF ,., �, a • n it TOP AND BOTTOM - > U Q o+ + SAW OF EXPANSION JT. a I STAGGER ° TYPICAL 4 EXISTING V)o cn o cn o_ LOCATION. COAT SAWCUT END OF LONGIT. BARS = e I - -I REBARS TO 9' OVERLAP 1.25' #4 TIES ® a' i �' #4®18" ° REMAIN • w WITH EPDXY COVERING I " ° # e • I m > 6 18 OC AREA 3" IN DIA. SEE 2 CL 9- 4,� ® ° • e •i OC TIES , (EMBEDMENT) 6 0 12 OC TOP ° 5-1/4" OC ° I • r #4®18" V) WALL REMOVAL SPECS. TYPICAL m #6 0 9" OC BOTTOM 'o, °• i ° ° ° OC TIES w ° •• # 9 i� = iTEiF LONGffUDSNAL STEEL �� 2-1/2 CL ,'i �GQ �\ e ° e� 6 ® &26 OC D INVERT INVERT TYPICAL SHALL EXTEND INTO �F o�� � 1 I F 0 PIPE EMBEDMENT �/ " /// •�� �' #(TYP.)180R C � ° (2-1/2"x6") e ,�• °i OPT. ;,� #6 ® 12" OC • .. �� �� ° I N ,IG�e WALS & y KEY r CONST. JT. NS AND FS SEE DUAL 'A' INVERT ° ��e J sr I ��- - • ° I 'E-E' ° I ° .� / • 1 — J, � ° U U U o f _ Q e I L ' _J O / i am \� N �' ° e I e rn FLOW m ®m /// F9yc _I KEY e • a d i °d • I 2-#6 I #6 ® 12" OC -�—_ o I - - - 2 REBARS TOP AND BOTTOM ® ~ co 'P 106 , it • • e b = WALL 'X' WALL "r 1. ELEVATION ELEVATION 100, I I NTS NTS \F` � a I SECTION C-C \"y pp +�p' ��y���p� ��G NJ J I G 1r-9w 1r-2w NTS V) �� S� OO m �e L 3/4" CHAMFER iv I-) i e 1± /� 9�'/ y�PaOTYPICAL �•° 9' i p0 I I ad SECTION B-B Fe� q NOTES '• ti Q�� \�\F, y3 \`1-� ��6� �F,l� NTS 10" 1 3/4' CHAM. ( ) 2" P R 1. ALL CONCRETE SHALL CONFORM TO 560-B-3250 #6 ® 12" 2. BEFORE REMOVAL OF EXISTING CHANNEL WALL, SAWCUT G S�� 9" EXISTING CHANNEL TYP #OP 1/2 INCH DEEP ALONG THE LIMIT OF REMOVAL pyo 7" 6" LONGITUDINAL STEEL WALL REINFORCEMENT _ 3. CONTRACTOR SHALL REMOVE AND REPLACE ANY DAMAGED + PIPE SHALL EXTEND INTO cv ®3 REINFORCING STEEL IN KIND AT NO ADDITIONAL COST N� THICKNESS w PIPE EMBEDMENT w _Z t #4 ® 18 / 3/4 CHAM. 1 -#5 4. NO WELDING OF REINFORCING STEEL OR USE OF MECHANICAL • (TYP.) 2-#5 TYP CONNECTORS SHALL BE PERMITTED UNLESS APPROVED BY THE PLAN-TOP SLAB a I BOTTOM ENGINEER. IF WELDING OF REINFORCING STEEL IS NECESSARY NTS U loo- SEE DETAL I AND APPROVED BY THE ENGINEER, IT SHALL CONFORM TO I #4 ® I AWS D.1.4 (LATEST EDITION) 1 " 5. ALL EXPOSED CONCRETE EDGES AND CORNERS SHALL BE co TO ® 12" OC y/ _' 18 OC U AND BOTTOM cv #6 ® CHAMFERED 3/4 INCH _ I #4 0 18" OC - ' 9' OC 6. ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4 INCH AMPLITUDE SLOPE PER PLAN 11.00' 6.42' 7 '+ PIP zoNTS o zoo z � THICKNESS EXISTING INVERT CHANNEL DETAIL 'D-D' CUT WALL WITH CONC. Q M o M SAW OF EXPANSION JT. i o v~i o (nn o LOCATION. COAT SAWCUT w #4 0 18" CAST IN PLACE OR 2 9' OVERLAP 1 � END OF LONGIT. BARS , .25 DRY PATCH AROUND RCP � #4 T1ES ® WITH EPDXY COVERING tl L�—�=i 1. EXISTING CHANNEL WALL SHALL BE REMOVED A MINIMUM (EMBEDMENT) `-y SEE DE�A� OF TWO FEET (ON EACH SIDE) BEYOND THE ACTUAL OPENING 6 AREA 3 IN DIA. SEE En #6 ® 12w 18" OC OC TOP WALL REMOVAL SPECS. 'E-E' 2. ALL BACKFILL SHALL BE MECHANICALLY COMPACTED TO A z #6 0 9" OC BOTTOM moo, / / 2-16 EXTENDED DENSITY OF AT LEAST EQUAL TO 95 PERCENT OF THE + EXISTING \ LONGITUDINAL STEEL p SECTION A-A 1'-6" BEYONDM MAXIMUM DENSITY OBTAINED BY THE ASTM 1557-58T METHOD ~ y .� � F,FO��FO NTS OPENING OR 2 SHALL EXTEND INTO o , QR F\� #4 ® 18" OC CLEAR OF BREAKOUT OF COMPACTION OR OTHERWISE SPECIFIED BY THE COUNTY OR PIPE EMBEDMENT THE US ARMY CORPS OF ENGINEERS. NO WATER JETTING IS o �IGaQ EXISTING VERTICAL PERMITTED UNLESS ALLOWED BY THE COUNTY OR THE ARMY CORPS. FENCE ON TOP REBARS TO REMAIN w m - w 3. TEMPORARY CUT SLOPES ARE TO BE MADE AFTER DEWATERING OF CHANNEL WALL #5 0 18 OC OR / �o�f�� PER APWA STD = (#4 0 18" OC T & B) (IF APPLICABLE) IS COMPLETED FLOW - // �y�, DWG 600-1 `i INVERT A. TEMPORARY CUT SLOPE: 3/4:1 (HORIZONTAL TO VERTICAL) FENCE POSTi B. MAXIMUM EXCAVATION WITHOUT SHORING - 5 FT - - / EMBEDMENT PER 'P pgp ' TOP OF PER APWA STD jo PERMANENT CUT AND FILL SLOPES SHALL MATCH EXISTING ® - - .001 `' �1 ,LpO JUNCTION BOX DWG 600-1 i ADJACENT SLOPES I I 4. CONTRACTOR SHALL INCLUDE IN HIS/HER BID ALL COSTS #6 ® 12' OC PERTAINING TO DEWATERING, SHORING AND RELATED N o00 w \+ w MISCELLANEOUS ITEMS V) G�` gk, SF- L, �� �O�Neo -t < 0 0 G _+ !-o9j' :°= E��.�P\ `�`' EXISTING 9-'� �' 00 CHANNEL WALL W 00 DETAIL 'E-E' O pPF-�\ F---------,°71 �- NTS ->r-------- 0-61 ----------- ------------ --- ---------- 10 ---------- G P 00 1• r-�--a--�---- � ° - ��� ❑ F------- �--� �I Z �-----�--�1 ------°_--� z EXISTING �G �F,� ---��---- ° b I Q ,-- i ❑ EXPAON TION o S EXISTING f--e--�--;z---� � (\S EXPANSION 10--a____-�_j o I J _ DG nG� F----- ----- D----= - i JOINT - --- -- --- DESCRIPTION OF REVISION DATE I �_____ _-�1 CITY I • _ APPROVED: F------s-----J -----rte --e-L� 04 rg---------�--� ---------- - USE EX. t T SLAB _ 1 — --- STARTER JT. CITY OF RANCHO C U CAM O N GA PLAN-BOTNTS � � ,� ��� ��,�,� cXaNN TRACT 14496 AND TRACT 14496-1 4.33' 8.44' 7.00' 2.90' �� / STORM DRAIN 15.44' LINE "E' JUNCTION STRUCTURE 22.67' RANCHO ETIWANDA Underground Service Alert QR°FKSS/O�q CITY EENG NEAPPROVEDB R L �L RCEE 4953 FORE y ELEVATION ��'O AGE e,qA'i(,C(1` DESIGN JUNCTION STRUCTURE "C" DESIGNED BY: REC M�_DEDCan: TOLL FREE NTS �� ° BANMNG AND ASSOCIATES0 _ 1 6 � No. 53074 � Z BANNING 7550 LILY COURT LINE "E" JUNCTION STRUCTURE w DRAWN SHEET c� m FONTANA, CALIFORNIA 92336 227_26 `r Exp. 6/30/2003 � 909-428-0428 12 ml\c9r OF C I V L [�\P CHECKED GEORGE N R.C.E. C-053074 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG F OF CA��FO� BANNING / OZ EXPIRES 6/30/03 _ DATE Fibnome: M:\DWG\12103\BACKBONE\STORWDRAIN\LW-C\SDB.DMG PROJECT SHEET N0. __ - OF__ D",e �Y 30 200? m,