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E -- - -- -- -- - - -- -- - - I _ lC& 2 Lf - - - - _ -_ _ _ - _ _ = NQT - A - bi - . TCN,5rU, EO S - ON TR .-- - - PROFILE SCALES HORIZ. 1"=40' N 1a Ns,� TE EI - A EJ - VERT. 1"=4' EE EE Eli M'DRAULlC RATA 1 O 1 1 PLAN SCALE A 11 12 Q1� 962 CFS 14 15 1"=40' � v = a29 �s �- CONSTRUCTION NOTES � z 1 I / a I 37 CONSTRUCT 42" RCP (D LOAD PER PROFILE). �� ► I \�/ / 1798.0 I 73 \ �sss�" 38 CONSTRUCT 4g' RCP (D LOAD PER PROFILE). CONSTRUCT 36" RCP D LOAD PER PROFILE . � ( ) CONSTRUCT 24 RCP (D LOAD PER PROFILE). pe 46 ;� 47 184 �so rj- I f2+39.97 4©-- CONSTRUCT 18" RCP (D LOAD PER PROFILE). 11-00 j 7.28'X8'1 1 ; �, o gEG• PIPE 43 CONSTRUCT MANHOLE NO. 1 (36» PIPE AND SMALLER PER CITY STD. PLAN 318) . -_ -J--_ 'R D\ � ''` 1'�t¢1t�8s .l3 • 44 CONSTRUCT MANHOLE NO. 2 (36r PIPE AND LARGER PER CITY STD. PLAN 319) c� � ---_ -r 1 � _ f INI�C MH Sl� / -r n rl _ 12tiill.J2 LIN£ ' CONSTRUCT MANHOLE NO. 1 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 318 T � , .._� _ ,t, (~ r ( r n SCALE 1"=40. w 45 �� �-11tg� C �, ] J J -IG-00.00 LINE `0 _ "" a °' �- / 46 CONSTRUCT MANHOLE NO. 2 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 319 1tr w . DUE TE rIACFh Q �„ RJ.S. 0 STA. 12+37.22 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 LINE e 49 CONSTRUCT 4- X 6- RCB PER DETAILS SHEET 13 r I UT ly CORR,DOR I n, r'' S1 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 c \` 44 12 37.22'uN C'i 11 •�� I 11 _ `` �\-, ,-__ =1 tOb E / - _ T ORAIIV ( , 5��--- CONSTRUCT BRICK & MORTAR PLUG 1 135.85,EC u '0 s �'i ��- 4+00.02 r>�4cT s1 i 53 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. 334 45 =10100 LAT ' pg NO421 1�9 ' £C ; �� J ate:" 1.76' T 02 0 =14183.75 lR CONSTRUCT RCP/PIPE TO TRAP CHANNEL JUNCTION PER STRUCTURAL DETAILS SHEET 13 L3 ® T 0 J Q N 2 z� , / - ;: p �s N 64 CONSTRUCT FENCE AND GATE PER CITY STD. 607 51 16"W \ z 1 i3 9 0 I= 1 I � I: �. � ,I _ j 70 INSTALL GROUTED RIP RAP 2 THICK r, k 47 3 ( 49 v c� $q I j I _ -= ! � � 0-- INSTALL �' AC OVER NATIVE t 71 /Of 35.85 LINE D"/£C I I ✓r _ _ y ,_ _ .. 1 I ,,q f f / 10100 LAT. "0-1' & "D-2" �72�--- CONSTRUCT HEADWALL PER DETAIL Ss�ET 12. TRASH RACK PER CITY STD. 312 py - 4 cz 1 47 RIv�TE l oma,. Bfc'-I-r 73 BRICK AND MORTAR SEAL EXISTING CATCH BASIN OUTLET. CORE NEW 18' OUTLET i I I 4 m-0190 [IN£ , 7 OT NT NE BYr 'I I 12' W1Df STO Mt Only AND / ,o/� REFORM CB BOTTOM TO DRAIN. E_:___ __� � \ ��1Q1 .00, T. 0 I • ' � _ ' ; t�1.�0 STR v� CB 1 / II I j 11 _ . J.S. 0 STA. 10+35.85 �I c r 42 CAT. 4=21 47 �a I I � `;� _ _,: > ,,1, . LINE "D" EXIST. CONI RWEZ ; NEL .s � � � , � -- - -_ \ •�v � - NOTE: T STA -- , I 1� z n� / \ ! do O 9�` C.V.W.D PERMISSION SHALL BE OBTAINED PRIOR TO CONSTRUCTION I , � o CITY OF RANCHO CUCAMONGA ov O ► -- _; n -� \I ` I b4 ,1a} m�• xo STORM DRAIN IMPROVEMENT PLANS FOR Qc�OFESSION� 1 t # F O l �o TRACT NO. 15982- 1 . Kra r J.S. 0 STA. 11+03.90 N 4, s CURVE TABLE C x_22 __ _/ _ _ ��" 1 LINE D , 1 O O No. 052496 m >s f LINE C A 61 ' 19 '25' 22 . 50 ' 24 . 08 ' 13. 34 ' - Exp.��Vl�1-06\P ROW 2004-01805 1 I 9 j \� B 86° 17 ' 09' 22 . 50 ' 33 . 88 ' 21 . 09 ' P` f I. �.1, F >` _ I � / � � c� ��� °� APPROVED BY DATE�� S� C 0'39 ' 10' 1600 . 00 ' 18 . 23 ' 9. 11 ' __ T �I , _ - _ _ if � � �- , . CITY ENGINEER � ..�.�f'.�.1��/��i�� RCE NO 24953 T-1 J ' ' / \ II D 8929 4022 . 50 ' 35 . 14 ' 22 . 30 / fTT l L i CITY OF RANCHO CUCAMONGA DESIGN doss 17320RedhlAva RECOMNDED E 13-26 '47' 3 08 . 0 0 72 . 28 36 . 31 � ;1 R.C. � s.iu 350 F 103°53 '27' 22 . 50 ' 40 . 80 ' 28 . 74 ' `' _ uo�cicN 4Y�e.u92els G 40* 02 '22' 22 . 50 ' 15 . 72 ' 8 . 20 ' f II ( ELEVATION : 1297..297ENCHMARK NUMBER 163 B FAJU 949-251-051 � \ \ t } / _- � DRAWN sebu�•s eAx: 949-251-0516 SHECT H 14-29 ' 09' 45 . 00 11 . 38 5 . 72 \ti I \� 24 EAST OF t ETIWANDA AVENUE AND 4.9 NORTH D.L, P� offIes INOINIIts suRVIYORs � -i eflM L� � / OF BASELINE. SET BRASS BENCH DISC. IN TOP V OF �V i� 1 �NCR>:A >G rt o>r e6 A volt�� ir104AL Ck J�LY.OS" CHECKED z DRAWING NO. I 41 1 1600 . 00 74 . 94 37 . 43 �- \ 1 1 /� `� �a l �� OF NE END OF A 4'x2' CONC. BOX CULVERT. 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"0<r 59 CONSTRUCT 5- H x 8'W RCB PER STRUCTURAL DETAILS SHEET 13 �, \ % 1880__; y-;; _ �.; `' _ r' A A -0 60 CONSTRUCT HEADWALL WITH TRASH RACK PER STRUCTURAL DETAILS SHEET 14 TRASH RACK _._ _. -- / -_ - -- - _ - ; \ l h r ti i � _- 00' ,0 0.26' `�' -^ PER CITY STD. 312 „ / __ A ,o s /� �s�__ _- �l ,,,- / \ ,�( �- 1875 X \ r,,K , _ d3 - _. 2x __ -___-wti 61 CONSTRUCT TRAPEZOIDAL CHANNEL PER STRUCTURAL DETAILS SHEET 12 A 1880 '�0 t -~ �`/^- t -- _c�' t_ -- -- - ----,-.--------_�_ _ --- \ 1 -Y� N - - z 21r 01� °,0 c� } , ,�'. - _ NY <- _ _ �- ti- - - -w, -r NXc� �-- CONSTRUCT FLOOD WALL PER DETAILS SHEET 14 F' - - SCALE 1 40 _ ��. .9 / v - � . I = ,.. - - - r G 3 1 75 -,-----�� - �` 63 REMOVE CHAIN LINK FENCE ./ � ._. 74'17 Ei175.A -'-� N 1l t75 5 £49. •.. - - �� _ FADER ---I- 87� _ - _ �3� /� a..r ��� 0.� IF ACOBWn00 N ...��-...—�—... .. ,..�...T ... I 11 __--�-- J_8 _ % 1 _ 64 CONSTRUCT FENCE AND GATE PER CITY STD. 607 - 1877 3 OR© 1 55138 / �0 - / i„ ^• 9 _ _ PER PLAN - 63 �� - �h 1875 - % i �h1� 61 J G 1?5 ��� ` l� 1 H Wit- @- INSTALL LOCK PER RCFPD INSPECTOR %J1R� f 4 � _ 1- i - _ ,.1- ' ` - /;, '5` `\ 7�5 - INSTALL SIGN PER RCFPD INSPECTOR "DO NOT BLOCK FIRE DEPT ACCESS' �---- , i 1 6 1l- _, I i- _ - _ -- ------- h - �, j 77 I,--- , q �� N --- h _ ._ = _ r ` ate; / �� � . EMERGENCY ACCESS ROAD -- , , - _ VK �1 0 _ — �. w.. . , L c wa ,: 311 b M _ T � r. F . . ... f / .., 1... ,: .- : V --_.�. , --,_ , a yy ,,rte+ 11 I . 5 '� x r r D. �• � � ."' �`Qo o 8 I�ARIES .�_ `- '-�- --�. ,--=� �.,.- __ - ,`` V�� BAR/ES .. - _, /- 7 C.C.W.D. WATER FA /CITIES + .�- / �, s -� A� �� �; � - � _ i \ - - 50' t' 0� -- -1a \ 3�� � _- ' Z 6' P£R/M£T£R C.C.W.D. SERI�ICE RQAD - 5 TR4f? 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J 6 0 26 31 59. 0 0 62.24 34. 37 TRACT NO. 15982 - - ` 'f� K 60.26 '31 ' 50. 00 ' 52 . 75' 29. 13 ' '. 7 - > �' SCALE V=40' ROW2005-00055 �,\ � L 60'26 '31 ' 41 . 00 ' 43. 25' 23. 88 ' j PP V Y ��� �'`� �/� 60'26 '31 ' 86. 50 ' 91 ° 25' 50. 39 ' � , rt ��� A RO ED B DATE: r � �� � � .FESS/ CITY ENGINEER �CI,L , RCE NO 4953 w��� a �, CITY OF RANCHO CUCAMONGA DESIGN .mo Ilse 17 20 O,IaMe. REC ED BENCHMARK NUMBER 10071 J.M. u o K i c a kvisw a 926u - �No. 052496y m ELEVATION : 1446.270 1 Voices 949.251-8621 �, DRAWN :ebu►.: e� 949-231-03 16 SHEET m SET t BRASS DISK IN CONCMALL STAMPED Exp. 12-31-06 *� 'CITY OF RANCHO CUCAMONGA BM 10071 1987" J.M. PLA N f R 3 ENGINEERS SURVIVORS 10 16 CME �P ON NORTHERLY SIDE OF HIGHLAND AVENUE OF Cr \i 100 100 FT. EAST OF HANLEY AVENUE, CHECKED RCE NO 052496 DRAWING NO. DESCRIPTION OF REVISION DATE CITY 8 FT. 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PROFILE,--Z ALES­ L INE, C0NSTw"llZ-75­­ ............... ...... ....... ..... om ONST PLETE-,,.- -,"I VERT' 41 ONSt' MOW 1 AS 16 PLAN SCALE 1-A 1 =40' coN 'STRUCTION NOTES 58 (D- CONSTRUCT T AC OVER 4 AB. INSTALL CURB ONLY PER CITY STD. 104, Al-6 MODIFIED Cr CURB FACE PL TRA C T NLY PER CITY STD. 104, Al-6 l4j BOUNDARY INSTALL TUBULAR STEEL FENCE PER CITY STD. 608, P+A5t-ZI0TAR ATeIIS7 MA T1 8.25' 26' 7o 64 (9— CONSTRUCT TUBULAR STEEL GATE PER CITY STD 608 (MODIFIED 20' WIDE, 2 - 1 OF PANELS) MIN CONSTRUCT RC13 PIPE TO TRAP CHANNEL JUNCTION PER STRUCTURAL DETAILS SHEET 13 D/1 0 ILI DAYLIGHT CU CONSTRUCT 5' H x 8'W RCB PER STRUCTURAL DETAILS SHEET 13 k ' 'I I -�o -CN ad Lai --i - 1 1, 1 G 1880 ............ i< CONSTRUCT HEADWALL WITH TRASH RACK PER STRUCTURAL DETAILS SHEET 14 TRASH RACK 0. 64 1B75 __j --------- .00, 26 1 c: L-A j PER CITY STD. 312 -97. CONSTRUCT TRAPEZOIDAL CHANNEL PER STRUCTURAL DETAILS SHEET 12 1880 =40'1`6 SCALL (2 2� CONSTRUCT FLOOD WALL PER DETAILS SHEET 14 -- ---- E 4�.lq r, M 0.00 IF REDWOOD HEADER CONSTRUCT FENCE AND GATE PER CITY STD. 607 El 875 N'7 P� REMOVE CHAIN LINK FENCE .............................. 7 0.52' IF A C BERM 23 OR@ 63 N*66'55'�e t 1287 AN&4, I f PER PLA N INSTALL LOCK PER RCFPD INSPECTOR \0/ INSTALL SIGN PER RCFPD INSPECTOR "DO NOT BLOCK FIRE DEPT ACCESSr @ N,14'17'55" E 419.07' K EMERGENCY ACCESS ROAD PROECT PERIMEMR 23 C) v WALL 18' 25) -1 VARIES VA C.C.WD. ATER FACIL177ES PER PMN_ rz " ab ­�W IF- -15' -1 2 ACCESS ROAD 50 6' PERIMETER C.C.W D. SERVICE ROAD TRA P CHA NNEL Pl='1875.20 WALL 9) 9) 10, 10, -so DENOTES STA. ALONG STORM DRAIN EXISTING GROUND 10+2960 DENOTES STA. ALONG ACCESS ROAD S6� '18 '1 C 10" cp C, A 4r.. 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D 0 K I C H Irvine,CA 92614 A APD' ED 77�MSfrICW SMCI-IIR46F 4)E-rAlL_ No. 052496 ELEVATION : 1446.270 Voice:949-251-8821 DRAWN S C H U L T Z FAX: 949-251-0516 SHEET rr7 SET 27 BRASS DISK IN CONC.WALL STAMPED Exp. 12-31- --o ,44:�7 ell,41(1111�Z_ rj,///7_ "ZZ -A— "CITY OF RANCHO CU P L S ENGINEERS SURVEYORS _��N E R ON NORTHERLY SIDE OF HIGHLAND AVENUE 10 OF 10% C I T"Y CA0 100 FT. EAST OF HANLEY AVENUE, S:4=I IRCE NO 052496 DRAWING NO. DESCR IPTION OF REVISION DATE D: 8 FT. NORTH OF GUARD RAILING E.L. 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If I i) j - - I �a I_______F___F I—I___F- `_- I - - I I -7-7 [ I 1 I I I I 11 4 - i t - I --I lCi`� I � I I � . � : 11 `� � -______F i -, .' � - i — _____ - - __ ----I--- -- ___ -- ------ [ --- ' ' - - - __ --- . - . v I 1 7 ___ - - I 1 -4 i I I I I 1 1 1 ID I I __T___ I � .. i _'_ ­_ — - _­ -____ ___ -1 . . - f___F J- I - - __ -V I ______I --I _1_ __ 1 _ I t I I I I I I i I I I - J I I __ � I I 1 1 1 1 1 1 1 1 1 � I I 1 1 11 %! % I I I � I i I I I [ I I �_ _� - 7 --- ------- I I I ____ I- --- S I -I I I I ( - , � � . �, I I -T-- -- - 44,'S CF I I i I I __ - - I------ ___ - - __ I I I 1 1 1 f I � .. . ! 1 1 � � __ --.--- --------- ------- - - --- __ - - - - - - - - - - - I . � I I I 1 1 ! f 1 1 1 1 1 1 i i I 1 1 1 I I I I I I I I I t I I 1 � . . 0 -I - I -1 I I I-_-j- - [--i - , I L I I I i I i i I I i i I i I I I I I I i I i I I � I I I I I I i I , , I 1 � - - ­ _� ' _" __- - __ � f r I I I 1 1 1 1 1 I I I I r I I I I I I I i 1 7- - __ F I IF ___ ____ ___ I- --I---- ------- - _7 __ I i - - _ __ __ _ _ __ __ - - __ 1- - - - _ _ - I I i I I I � i . .. _I , - 1 -1 7 I---7; I - 11 � . 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I —�l 1�7 T-7-7J7 - T_T_ T_ � -1 TOVIE I IT - ,RIFY I I I I I I I--F-`-F T "I I � .- I I ­F-_F-7__ _____T___ _-T_-_._ a - r------ ___�___t ---..,......- __ 11 I ____ _F_ __ - _ ___F_F_ � � - � I 1 . � -F, ____ I I T_ -IF-- ---- 7'--- --'--- I --'-[-F- -1 . 7 -[-- -j-_ -j- ----F'--- ---f---- ---F-F-F --f- .11, __T___ -,-- _�-F-F-F-_ - -F--,-- ­_ PRIVt T4 Y 19or lu'Fr%Tl I N , 9 I IT 1, I --,---,,-"--- ____ '___T__'F_' --,[---F-,-- - ____ I I I 11 � - ­ T I I . : � ' : I -- __ .__ i I T-FT r Ff__- — _F___ - " I I-,--,— ____ ____[---'J--- '__-J--_�__]_____ ---T---- 1- __[­_T_T' ­ ---..---------- __ __I __­� - �_ I I _� - - � I '_ I I --- ___r__ --T-E __ ------------- -Fi--- F_'_ _7 F F -------'I--"-'--' --F'--F F i I __F F ___ �__T I -__ ___I---- ____ - I I � - __ I I I I ___ .— F — --- ---r---- T_---I-__'­f-'-__r-__ I—.__j_._l_ __­F__.F_.___� __..--- I - ___ __ . ­ � � I --- _T , _� � I � , � -1 — __ I f— I _FF_FF7F__ � __FFF I __ - R I - F - r T [ i � - T-t- -F-11 I I __ __F__'[___F_ ----TI '____ -----I--- F__ _'_F__T_'_ ___lr'__F___F_F_T­__ ____' '____F-_ -1 I I _�___ ___F_ ___--f-'_ ---F--I--F- .— - � I'— ­ _____ _­_. ­T_­ ______ __� __ .-- -,--- I—- - ­ ----T.---,---- - - ____ '._­ --- T--- T-- --- —F ____­r_T- ----- _ 1,: 7 + _-T i f . 1 1 1 I _ ­ --j---�--------�-----F--- [ ----I--- J--j---- --- ­ � F ---I t I CITY OF RANCHO CUCAMONGA - - I -11 - I ,T T---i-­ lr-----F_F-- I I I � . - - - F_ --F'-I--I'--F- T F - ___l1_F_T_-__F_FI`_ r--'- __ __'_' ---F F f I I I I � f I I ? -,---_, � ._ __'_ - - I I f __ ----"FF : I ___ -F -F-F F -T-F � '' r - i ---.-- F - _F ____F_ --r-�^#"Pw---7 - - . - - � 11 i-- - . lllr� I ---t-�­--r-­ ---FT_J__J_7__­ -- F-F- '-F--Fl- ­ � - - - � I - F _ I- a - __ __� � �:_ . I - I ?!`0 - I . 11 i I I I - " irt I I It I I I - __ .... . � ­_ ­_ ­ ::: -1 - ___ __ ­ - � 7-7 --T-----, --- --- r - - � -111 - I I i, ____ '_'_T T 4���--- _F__T_ ___T__ T-T-1--l- __F__FT__FJ_1___J___F'__ __F_`- T-F-F-FT-1-F --1 - 3 t i I � i T_ -FF ---T___T__T_F__T__F t t F f ,--1_.- - — --I- , I I I� ­ y/F � ­_�_� 11 I t 11 i -_____F___F-F___I—— '- '_ U.- -Tf____TL __ � ­ - -T--.- - , . _ - I . .'_'r , . ­ - __ t '_T__T I I I I I I I - I I -,F_ I I I I I . % 11 YIFIF � -fw- i 1 1 i I ___'____F___J---I__-'------F_'___-�__ _____T____F___r_F_FT____l__F__ IFE . F_ - _E't - - ­_ I—-T___" T----,-I------T----,r---F___ T-----r--- ---- 1- — - __ � - - _�'___t___', ---t.-- --,--,�,-----i------i-----i--,-------- I ­ --1 -__ , F F-F F T---F--t----t__I—___F- ____F I I I I I STORM DRAIN IMPROVEMENT PLAN FOR : jk�= L. I - , - _ PROFILE SCALES - .. - - - � I - __ - T � I T f ( � - I I�I jr,F, �� � .i 1 I----1_1__j-_ .--- __ _ -r-'-T----., ___ ___ _T___ ____�_ i---F-F---�----7------�-----T-----j---- -_-j-----T--j---t--- ---- __-_ ---t--- - �___ -- _____T F---j---1--T____I ---rj--- ��" � � - . I f I i 77A7 AL __ ) 11 � - ! ti I 1 I , I [ ---�---I----i-- -[ --�----i-----�----t � Fr--i I I I LINE "B" �- - i I, .1 . I -T__ T_ __��T I ___ ___F- I [ I T - - I - __ , - . lm___� i I I 1--- ---1----�-.--- T-i PL ' � Toe T_ ­­T__-F - , - � , I � - , I 1 I I, I�- �59�2 __T_j____F___j_____j__ t---- ______F__j____ ____ __ ____ - � ---I----- ----F , -----,-,,- _'__­__-I-__ I I I I - I----- i------F_ - ---J - - I ---F T-1- _F_J_ T-J---- - --i --I-- �---r--[---�---f---[--t---- VERT. 1"=4' . , - I - I t - I � A'" ) T I I HORIZ. 1"=40' _____ - _18-f, - , - ­. I �-- i I i I I - I I �OiAASCr t ""w" ��� � I : I" I I , -,T ­_ --t-q0 i I I I PLAN SCALE F I :_ __ _.", , - , I r i I TRACT NO. 16982-1 - 1"=40' I—-1, SCALE 1"=40' I I I DATE: ESS/ CITY ENGINEER 11Nc'&J94Ll111_1Jl_"'1 RCE No 24953 IR DESIGN 02111 1732 PtedhillAve. RE D BENCHMARK NUMBER10071 x I C If ir�iooeo,CA 92614 C 17 ciTy or RANCHO CUCAMONGA J.m. suilso'50 P p C-1 — Voice:949-251-8821 - -r- (- No. 0 2496 �2 ELEVATION : 1446.270 ' 1) m DRAWN H U LT I FA)4 949-251-0516 SHEET _ 'i� Exp. 12-31-06 --r:D'l SET 2" BRASS DISK IN CONC.WALL STAMPED . * * NGA BM 10071 198-r J.m. PLA gas INGININAS SURVEYORS _. 11 OF-16— Cjv0_ ON NORTHERLY SIDE OF HIGHLAND AVENUE -_ W Cp \� 100 FT. EAST OF HANLEY AVENUE, CHECKED �-L__'%- RICE NO 052496 DRAWING NO. . CITY - 8 FT. NORTH OF GUARD RAILING I � I . - . I � - - - - . . - I . . . - - � - , - - I I - I - - - __ - ' I' � ' I%. ,Irt, ' ' I I ' ' I � I I � I " ' - ' - '� I tpull 'r, - - f i F I I I I T, F I I I "' d- F � I 1 C4 0 � F I I :S- - f '� \1��"`4_ i F I C � I 4I I I j �. r---F i 1 I = I � I ll -0 I - I I I _�x - � ' i V`1�.I C, ),I '3�1 1 � '�� I f N - I r_1 - , t 1 1111 I I [ I - I . F F 'F I I _* 1__� I It, I i . i;��;;� I I I I ____ I I I � I �. I I i I I�' , , . I I "--r . , I I I . I 11H I I f I I I i I I I I I 1 1 1 DESCRIPTION OF REVISION DATE .JAPPROVED:j.,� ,,,� ....jI E.L. _ I DATE I IKI MV FILE- NO 1988- - .....I. ___- --------,-- - ___J__..,­_.oe'.. mmowamumlwwwidffg&awiwmswwama=a�w��-.000100mismu",-_____ ......... .. - - oon irf%T CIL11717T kin l/ Ar, 1:\50204 IMPLANS\SIPll.dwa , 99 () I I I , GENERAL NOTES - - - - CONCRETE GENERAL - - - 1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2001 3000 PSI AT 28 DAYS. CALIFORNIA BUILDING CODE (CBC). -- 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM 2. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND t - - -- - - - C33. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE N - _ ARCHITECT AND THE CIVIL AND STRUCTURAL ENGINEERS. _ 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE II, LOW ALKALI, OR AS REQUIRED TO SATISFY SITE 3. CONTRACTOR MUST CHECK DIMENSIONS, FRAMING CONDITIONS, AND SOIL CONDITIONS AS DETERMINED BY THE PROJECT SOILS ENGINEER. SITE CONDITIONS BEFORE STARTING WORK. ARCHITECT AND THE CIVIL AND STRUCTURAL ENGINEERS SHALL BE NOTIFIED IMMEDIATELY 4. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. • ��, 4; {� .g �r 2k k STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED 4. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED AS OTHERWISE: SPECIFIED IN TYPICAL DETAILS FOR THE RESPECTIVE MATERIALS. SLABS ON GRADE .......................................... CENTER OF SLAB 5. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED 2" STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. CONCRETE BELOW GRADE, FORMED ........................ 01 ,h0 - CONCRETE BELOW GRADE, UNFORMED IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION (poured against earth) ....................................... 3� VISITS TO THE JOB SITE BY THE ARCHITECT AND THE CIVIL AND Ln CONCRETE EXPOSED TO WEATHER ...................... 1-1/2" STRUCTURAL ENGINEERS DO NOT INCLUDE INSPECTION OF _ CONSTRUCTION PROCEDURES. THE CONTRACTOR IS SOLELY CL 5. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT RESPONSIBLE FOR ALL CONSTRUCTION METHODS AND FOR SAFETY SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE A ' s ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. 6 DESCRIBED BELOW MATERIALS, ND EQUIPMENT, AND PRODUCTS ON HE DRAWINGS OTHER _MAY BE THOSE �� � ' ,� }� tS � o � 6. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS. CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM 7. REFER TO CIVIL DRAWINGS FOR REVEALS, AREAS OF THE OWNER, ARCHITECT, THE CIVIL AND STRUCTURAL ENGINEERS, � - TEXTURED CONCRETE OR SPECIAL FINISHES, ITEMS REQUIRED TO BE AND THE APPLICABLE GOVERNING CODE AUTHORITY. CAST INTO THE CONCRETE, CURBS AND SLAB DEPRESSIONS. 7. ALL CONDITIONS NOTED AS EXISTING ARE BASED ON THE BEST eO�VS Efi u `� o of INFORMATION CURRENTLY AVAILABLE AT THE TIME OF PREPARATION �o a RETAINING WALLS OF THESE DRAWINGS. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS BEFORE STARTING WORK. SHOULD CONDITIONS ARISE 4 A 1. REINFORCING BARS SHALL BE SET STRAIGHT AND SECURED WHICH ARE DIFFERENT FROM THOSE SHOWN ON THE DRAWINGS, THE ACCURATELY IN POSITION. ARCHITECT, AND THE CIVIL AND STRUCTURAL ENGINEERS SHALL BE NOTIFIED IMMEDIATELY AND ADDITIONAL DRAWINGS BASED ON MORE 8 2. CALL BUILDING DEPARTMENT FOR INSPECTIONS BEFORE POURING ACCURATE INFORMATION WILL BE PREPARED. - T - � FOOTINGS AND AGAIN BEFORE FILLING FORMS WITH CONCRETE. - - FOUNDATIONS FIN - O W T rb9 3. RETAINING WALLS ARE NOT DESIGNED FOR SURCHARGE OF PAVING r9p EQUIPMENT. EQUIPMENT SHOULD BE KEPT BACK FROM TOP OF WALLA 1. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE 3. MINIMUM DISTANCE EQUAL TO HEIGHT OF WALL ABOVE FOOTINGS EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL ALL l 1?5 8 _ - FILLING, BACKFILLING, RECOMPACTION, ETC. IS TO BE PERFORMED 4. BACKFILLING SHALL NOT BE STARTED FOR AT LEAST SEVEN DAYS ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. CIEWl 2 AFTER THE FILLING OF THE FORMS WITH CONCRETE. 5. DIMENSIONS AND NOTATIONS SUPERSEDE SCALE OF DRAWINGS. 2. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY CONCRETE OR REINFORCING STEEL. PROFILE SCALES TESTS AND INSPECTIONS 3. FOOTINGS ARE TO BE CARRIED A MINIMUM OF 1'-6" INTO FIRM HORIZ. 1"=40' VERT. 1"=4' 1. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL. REQUIRED FOR ALL FIELD WELDING, CONCRETE WITH A STRENGTH 0 10 11 PLAN SCALE GREATER THAN 2500 PSI, AND EPDXY DOWELS WHERE NOTED ON THE COEFFICIENT OF FRICTION IS 0.35. ACTIVE EARTH PRESSURE IS 35 PCF. 1"=40' PLANS AND DETAILS. THE EXTENT OF SUCH INSPECTION SHALL 1' I VARIES I VARIES 1' CONFORM TO SECTION 108 & 1701 OF THE UNIFORM BUILDING CODE. SEF NOT£ 3 (SEE NOTE 3 '- AN AFFIDAVIT SHALL BE ISSUED TO THE CIVIL/STRUCTURAL ENGINEER 5. RELATIVELY NON-EXPANSIVE FILL SHOULD BE USED IN BACKFILLING AND THE BUILDING DEPARTMENT AT THE COMPLETION OF EACH TYPE BEHIND WALLS. ALL WALLS SHALL BE ADEQUATELY SHORED DURING OF WORK STATING WHETHER THE WORK WAS IN CONFORMANCE WITH THE BACKFILL OPERATION. THE APPROVED PLANS AND SPECIFICATIONS. A 4 FORMWORK, REMOVAL OF FORMS AND SHORES 6. ALL EXCAVATIONS, GRADING, COMPACTION, ETC. SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS REPORT AS PREPARED BY TOP OF LINED CHMNEL 41'Q�( ' --- -- I SIE OR NOTE 2 KLEINFELDER, INC., PROJECT No. 58-800801, DATED 3-30-98. f4 FORMED WEEKOL SAT 201 0.0 8ACKEO WITH �, �- 1. THE CONTRACTOR SHALL DESIGN ALL FORMS AND SUPPORTING SHORES THIS SOILS REPORT IS HEREBY MADE A PART OF THESE GENERAL ONE Cu FT. CfPSYM8ACKF,CL 94 VA INA IN CONFORMANCE WITH ACI 347-78. DESIGN SHALL INCLUDE RATE NOTES AND ALL RECOMMENDATIONS CONTAINED THEREIN SHALL BE au"sack SEaar TIED. Pt4ff f Sq" ���" � � I � AND METHOD OF PLACING CONCRETE AND CONSTRUCTION LOADS, CONSIDERED AS MINIMUMS. -� NO. 4 BARS 0 ALUMINUM OR GA MMZEO 57M WIRE 4 MESH J �, � � INCLUDING VERTICAL, HORIZONTAL, AND IMPACT LOADS. FORMS hVOMME CLOTH ON LXffACE Cf CNANNf1 18" O.C. LIMNING PRIOR TO PCAC&ENT CIF CONCRETE WIRE SHALL 8E SUBSTANTIAL AND SUFFICIENTLY TIGHT TO PREVENT 7. THE CONTRACTOR MUST VERIFY THAT THE PLANS HAVE BEEN REVIEWED z olauETFR 0.Of MIK (Mw a ® t2' LEAKAGE OF MORTAR AND PROPERLY BRACED OR TIED TO MAINTAIN BY THE SOILS ENGINEER PRIOR TO START OF CONSTRUCTION. NO. 4 BARS 0 18" O.C. �Q !s, CUT-OFF WALL 12' THICK 1.6" DEEP b° Ea WAY NO. AND SHAPE. (IYPICAL BOTH WALLS) Vr �.� (PLACE CUT-OFF WALLS 200 MAX. O.C. SEE NOTE 2 2 ,� ( J OR AS SHOWN ON THE PLANS) � � rAL 2. FORMS SHALL BE REMOVED IN SUCH A MANNER AS NOT TO IMPAIR REINFORCING STEEL 1 SAFETY AND SERVICEABILITY OF THE STRUCTURE. ALL CONCRETE TO ALL CONCRETE SHALL BE A E BE EXPOSED BY FROM REMOVAL SHALL HAVE SUFFICIENT STRENGTH 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 FOR CLASS A CONCRETE NOT TO BE DAMAGED THEREBY. THE ACI COMMITTEE 347 SUGGESTS SIZES #3 AND #4 AND GRADE 60 FOR SIZES #5 AND LARGER. - THE FOLLOWING MINIMUM TIME FORMS AND SUPPORTS SHOULD REMAIN rT- 't IN PLACE UNDER ORDINARY CONDITIONS: tr 2-JL5 2. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 �o USING PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED NO. 4 DOWELS AT le O.C. x SLOPE - PLAN co WALLS AND EXPOSED VERTICAL SURFACES................ 12 HOURS CENTERED IN E4CH CUT-OFF WALL ` SHALL CONFORM TO ASTM A706. (PLACE DOWELS AS SHOWN) RESHORE UNTIL 28 DAYS AFTER PLACEMENT, AND FOR FULL DURATION -., � 3. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR o.C.QEa WA® Ito WHERE CONSTRUCTION LOADS EXCEED SPECIFIED SERVICE LOADS. DIAMETERS (2'-O" min.) AT ALL SPLICES UNLESS NOTED SEE NOTE 2 - q RESHORE SHALL CONFORM TO ACI 347-78. OTHERWISE. NOTES: 4. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE 1.IN GENERAL. ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE hUN. - MIN. #4 OR WAY STAGGERERD 4'-0" MINIMUM. REQUIREMENTS OF THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CALTRANS, AND GROUND 2-{4 OR jl5 t SEE NOTE 2 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AS REQUIRED. - UNE W SEE NOTE 2 CONTINUOUS BAR N 5. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND 2.SEE SPECIAL PROVISIONS FOR ADDITIONAL DATD RELATIVE TO CHANNEL UNING. 16 14" � 90' BEND SPACING AS THE WALL/COLUMN REINFORCING UNLESS NOTED 3.FOR DIMENSIONS AND SIDE SLOPES, SEE TYPICAL CHANNEL SECTION ON PLAN AND PROFILE DRAWINGS. WEEPHOLE OTHERWISE. l a 4.SAW CUT TRANSVERSE WEAKENED PLANE JOINTS IN THE INVERT AND SIDE WALLS OF THE CHANNEL AT • _ SECTION "A'-'A' 201 O.C. THE FIRST AND LAST JOINTS SHALL BE PLACED 20' FROM EACH CUT-OFF WALL JOINTS 2'f -� NOTES: 6. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST HE UNIFORM BUILDING CODE. SHALL BE 1/4' MAXIMUM IN WIDTH AND TO A DEPTH OF WITHIN ill' OF THE REINFORCEMENT. � 1. HEADWALL Sl-TALL BE CONSTRUCTED of IT T S.THE INTERVAL OF WEEPHOLES SHALL BE SUCH THAT A WEEPHOLES WILL BE LOCATED 2' UPSTREAM OF ELEVATION CLASS A CONCRETE. ALL CUT-OFF WALLS AND TRANSVERSE PLANE JOINTS. 2. REINFORCING STEEL SHALL BE NO. 4 BARS • FOR 'W UP TO 6d. AWVE 'W=60" NO. 6 THE DIRECTED REINFORCEMENT R THE ENGINEER SHALL BE SUPPORTED IN BOTH DIRECTIONS AT 4' MAXIMUM SPACING OR As _ DIMENSIONS 5BARS SHALL BE USED. t Mitt CLEARANCE. 30 DIAMETER LAP. ALL STEEL. ADJACENT SLOPES SHALL BE 1 1/2 TO 1 _ 7.SLOPE PAVED WALLS SHALL BE PLACED BY MACHINE USING TRAVELING OR SLIP FORM AND SI-Ifs! BE L E F W 3. OR FLATTER. EXTERNALLY VIBRATED SCREED OR EQUIVALENT ENT AS APPROVED BY THE ENGINEER. SURFACES ITHE OPTIONAL CONSTRUCTION JOINT _ CITY OF RANCHO CUCAMONGA CHANNEL LINING SHALL BE FINISHED ISHED BY A L.IGftT GROOMING AND SHALL BE PROTECTESO ACJUN 8"TS 6'-Y 3'- 10'-0" 7'-6' 4. MULTIPLE PIPES TO BE SET WITH LONGI- SCARRING AND INVERT CONSTRUCTION JOINTAPART. 5. All EXPOSED CRNERS TO BE ROUNDED OSTORM DRAIN IMPROVEMENT' PLANS FOR VIEW A 3/4' RADIUS.6. W SHALL BE INCREASED WHEN MULTIPLEESSTO CONSTRUCRON JOINT PIPES OR PIPES ON SKEW ARE USED. �0 � TRACT NO. 15982- 1, 15982 TYPICAL CHANNEL LINING WING-TYPE HEADWALL N N . y2 L NOT TO SCALE � Exp° 12-319 06 LINE D, DETAILS SHEET DETAIL-CONCRETE PAVED NOT TO SCALECF CA \t:110i APPROVED BY - DATE�� CITY ENGINEER Z ��� RCE NO 24953 rT CITY OF RANCHO CUCAMONGA DESIGN ,,,,,� v32oRndhlAva RECOMMENDED R.G. ® Suits 350 C jlr :cmutvx ocicx MYu,au92616 ���///"BENCHMARK NUMBER 163 3 DRAWN I Yo"rcs949`2518821ELEVATION : 1297.297 fAX. 949241-0516 SHE T Q 24! EAST OF It ETIWANDA AVENUE AND 40r NORTH D.L. PLANNINS INOINIIRS SURVIVORS 12 OF 18 OF It BASEUNE. SET BRASS BENCH DISC. IN TOP CHECKED DRAWING NO. OF NE END OF A 4x2 CONC. BOX CULVERT. �� RCE NO 052496 DESCRIPTION OF REVISION DATE CITY APPROVED: E.J.L DATE _ �� FILE NO 1988-D 1: 50204 IMPLANS SIP12.dwg 11/18/04 PROJECT SHEET NO. M OF TRENCH EXCAVATION; BACK FILL per SAWCUT & REMOVE (E) CHANNEL WALL SOILS REPORT or to 90% DENSITY J5 BARS 0 8' o.c. w/HOOKED ENDS to — 1 ' REMOVEABLE SHORING BY OTHERS. REMOVE PRIOR TO SERVICE. ADD (2) ,J6 DIAGONALS, 4 PLACES 2 _ rI I 6 0 12" oc EA. WAY e i ' ' ;0_ (E) CHANNEL WALL 10'-0" ' ' NO TRENCHES BELOW THESE LINES I�I Z3 `y \../ c� rF I I PARALLEL TO FOOTINGS LJ 2 w j - PIPE SLEEVE: 2" LARGER THAN 2 - - - _ IL U- L PIPE PASSING THRU FOOTING STEM 1 ----- -- ------------ -- — — — j — — — -- ------------ -------� _ 4 o=� N NO PIPE to PASS THRU 0 0 THIS PORTION of FOOTING Y `- J5 HORIZ 0 12" oc, TYP. J5 VERT DOWELS 0 12" oc AT COMPACTED FILL Y,� 6'-O'(OR 5'PER PIAN) CL OF WALL, TYP. 40 40 2x3 KEY WITH 6" TPE RUBBER e PERPENDICULAR TO FOOTINGS o 'J/ J5 0 12' oc , 5 ® 12' oc WATERSTOP (JP SPECIALTIES, — TYPICAL TRENCH DETAIL _ ~ m STAGGERED 1000 JP747 OR APPROVED EQUAL) / 0= 4 PLACES AS SHOWN. er HOOKS and BENDS u (2 1/2" min) _ RR — -� I I_I i F" 00 30' LAP TYP. J5 0 12" oc FE v � 90' HOOK _ 180 HOOK CULVERT SECTION 4'H x 6'W OR 5' Wj_ 12" TYP. R = 3d for 12 to J8 INCLUSIVE 0360 (REF SHEET 9) 0302° R = 4d for J9 and LARGER EPDXY $'6 RE BAR TYP. EPDXY SPECS: 7 SPLICES 36d 0 CONC: 40d 0 MAS _ (24" min.) 7 6 HILT] HY-150 EPDXY w/>r BAR EMBEDMENT. EPDXY ,J6 DOWEL w/STD HOOK - INSTALLATION PER ICBG ER-5193. SPECIAL INSPECTION OF INSTALLATION REQUIRED. CHANNEL ELEVATION (:5 TYP. REINFORCING BAR DETAIL (:2 44153 041007 1012 TION WALL OF RCP EQ. EQ. 12' EPDXY ,J6 DOWELS 0 12" oc w/ VERT REBAR 2'-0' ALTERNATE STD. HOOK w/ TYPICAL TYP. DOWEL BENDS HILTI HY-150 EPDXY. INSTALL PER ICBO ER-5193 �— SPECIAL INSPECTION REQUIRED. — ——— l' (2) J6 CONT. 2 VERTS EXTEND HORIZ (N) RCP ON BASE PER C L SPECS. - REBAR AROUND 7. CORNERS or a (E) CHANNEL PROVIDE DOWELS (2) J6 CONT. (E) CHANNEL FOOTING CORNERS INTERSECTIONS END 1 Zr J6 VERT, EPDXY INTO (E) FOOTING IV (E) CHANNEL WALL 8 TYPICAL REINFORCING at 3 SECTION '== =s '= CORNERS & INTERSECTIONS v ,_+. 04153 04100) 4 _:•"j"� + y •' t- 10�! -j CONT. FTG. 00 2'-O" SECTION THRU TRANSITION (:6 min 04153 041007 O I N ZZ3-" LR. TYP. 12" (2) J6 CONT. y 5 4'-09 • N min v ! 5 DOWELS 0 12" oc W/- . I— ILTT HY-150 EPDXY. — TYPICAL STEPPED FOOTING 4 STD. HOOK ON DOWELS. INSTALL PER ICBG ER-519 . _ 1004SPECIALI ' REQUIRED.NSPECTION a - IIf I CITY OF RANCHO CUCAMONGA (E) CHANNEL WALL . e (E) CHANNEL FOOTING STORM DRAIN IMPROVEMENT PLANS FOR TRACT NO. 15982-1915982 STRUCTURAL ENGINEER QROf ESS/p APPWVED ev: DATA/ MY ENGNEEA �'// �j� Q/ O F�GE No 24�i3 d v / 'C'C H y <,a• Res ` DEsKIED y RS a No. 2745 v ' i -Q � p z S�TU�E�NGIN ER INC. Exp. 3/31/06 CONSULTING & DESIGN SHEET 4 1744 gwte 107 `jlq l'PUC T\ 4l' MAYM or nge.eCAst K92867atella Avenue 13 of 16 7SECTION _ rF OF GAL�E�� DB DU F A CHR TW4 SE 2M FAX DRnw�Nc�Na 04153 0,0=410DESCRIFrTION OF REVISION DATE C(11( 1988-D AF'PROVEik DATE SIGNED Mllrff W" MA _� AF 1:\50204\IMPLANS\SIP13\04153-13.dwg 11/18/04 SAWCUT & REMOVE (E) CHANNEL WALL (E) CHANNEL WALL (E) CHANNEL WALL (E) CHANNEL SIDE BEYOND OPP HAND 6 6 (E) CHANNEL r (N) CHANNEL INVERT J5 DOWELS 0 12' oc w/ HILTI HY-150 EPDXY. SPECIAL INSPECTION REQ'D per ]CBO ER-5193. (E) CHANNEL FOOTING a Id. OMIT LID 5 ° 'Q (E) CHANNEL FOOTING - WALL, FOOTING & REINF. SECTION THRU TRANSITION 5 _ CHANNEL ELEVATION 4 _ 041539''3-14 041008 I �Q�� 041539'4-14 041007 EPDXY ,J6 DOWELS 0 12' oc w/ STD. HOOK w/HILTI HY-150 EPDXY WALL, FOOTING & REINF. — INSTALL PER ICBO ER-5193 SPECIAL INSPECTION REQUIRED. i —III HOOKS SHALL BE IN PLANE SIMILAR DETAIL FOR OPP. OF (E) CHANNEL WALL SIDE OF NEW RCBI- 7' ! .� HEAD WA L 8' QO�Qv �o Q�� J5 DOWELS 0 12' oc • 30 III - - RCB - S E SHEET 13 RENIFORCING per DETAIL 30! � FOR RCB WALL I_ (2) 15 CONT. J5 VERT, EPDXY INTO J5 VERTS 0 1 1 i 1 (E) FOOTING 12' oc (E) CHANNEL WALL i 1 6 TRASH RACK SECTION BY OTHERS ' 041539'6-14 0410011 (2) J5 CONT. 100 5'x8' RCB per DETAIL \ BY�OTH OTSH HERS ON SHT 13 1 i L---------------------- ----------- #5 BARS 0 12" o.c. w/HOOKED ENDS 6' t*,,SLAB w/ J4 HEAD I WALL 0 12"0� a WAY G LN REMOVEABLE SHORING BY OTHERS. REMOVE PRIOR TO SERVICE. 1 �—� 1 ��. Q 4 SLAB DOWELS J4 DOWELS 0 0 12"ocZ4 24 \ \ ® 12"oc I 00 6' t*,SLAB w/ ;J4 - —I 0 12"0c�, Fes. WAY !- 04 J5 DOWELS 0 12'oc - - •Cl (2) 5 T & B »- �� Q #4 SLAB DOWELS \ #4 DOWELS o ® 12"oc 24 ® 12"oc 1 95 z o Z4(— 12' HEADWALL LU w 73 J5 VERT DOWELS 0 12' oc AT 04153"/1-14 041008 q_OF WALL, TYP. z 2x3 KEY WITH 6' TPE RUBBER n Y N WATERSTOP (JP SPECIALTIES, g J5 DOWELS 0 12'oc I—I I o 2�- JP747 OR APPROVED EQUAL) 2x4 KEY o 4 PLACES AS SHOWN. o (2) 5 T & B �-- CITY OF RANCHO CUCAMONGA J5 HORIZ 0 12' oc, TYP. 1 STORM DRAIN IMPROVEMENT PLANS FOR (2) J4 CONT. TRACT NO. 15982 KN 2x4 KEY LINE X DETAILS STRUCTURAL. ENGINEER ROW2006-00056 1 1 -I HEADWALL SECTION L � ROFESS/Q� APi�ROVED BY _ -DATE . / U 04153k-14 041008 Q CIiY EWaWEER /1/ I �.�+ �/,%I �/`� RCE NO 24953 04 DESIGNED o (2) #4 CONT. RS - 15 0 12" oc EA. WAY — a No. 2705 VA E Gmn w C) STRUCTURAL ENGINEER INC. Exp. 3/31/06\? * 177NSU44 WestGKatelllESIGd la Avenue SHEET _ SS 14 16 Sl lRUC t U4P �4 DRAWN Or nge7CA 92867 OF > 7 C3 4 ��pQ�� Gg 714 997 1145 714 997 3857 FAX DRAWWQ� CULVERT SECTION 5H x 8'W HEADWALL SECTION OF CAL DICE A. CHRtST1AN SE 2705 03160 041008 04153b-14 041008 1011 DESCRIPTION OF REVISION DATE C� 1988-4 APPROVED DATE SIGNED PROJECT SHEET NO. OF 1:\50204\IMPIANS\SIP14\04153-14.dwg 3/29/05 5'-6' WALL, FOOTING & REINF. RCB - SEE DETAIL AT RIGHT I — — — — J �\\ HEAD WALL � 2 #4 SLAB DOWELS 0 12"oc 24 I 24F 0 P� ',E N I \\ WALL, FOOTING & REINF. I GRATING BEYOND I I I 15 0 12"oc I—III—1 EA. WAY 4 HEADWALL FOOTING 3 0 ®412 SLAB DOWELS 24� J4 SLAB DOWELS WEEPHOLES 0 6E PHoc 0 0 12"oc24r 24 6' t ocLU 6 CONC. SLAB w/ #4 T CONC. SLAB w/ 14 0 HEADWALL 12"oc, EA. WAY 0 12"oc, EA. WAY 04153 15 041008 5 DOWELS 0 12'oc LID - SEE DETAIL 8 � J5 DOWELS 0 1z'oc � low � = 2x4 KEY =� 2x4 KEY * N N J5 0 32" OC J5 0 3z' OC 2 =04 1 (5) J4 CONT. (5) #4 CONT. \ \ GRATING BY OTHERS Y CLR. Jr CLR. TYP. 0 FTG. TYP. 0 FTG. 6'-Z= \ 5'-6" \ 15" 12= 15' 12" 3'-Er LID END WALL 5 ENDWALL SECTION HEAD ENDWALL SECTION Fl 0415h5-15 050104 0415391-15 041008 — — I ENDWALL FOOTING 5 3 WALL, FOOTING & REINF. 0 8 I I � ENDWALL 7 (2) J4 CONT. I 0415397-15 050103 #4 DOWELS 0 12" oc HEADWALL WALL, FOOTING & REINF. #4 0 12' oc o�Q (2) ,J6 CONT. / #3 STIRRUPS 0 4" oc 6 #4 SLAB DOWELS OVER RCB OPENING g' 0 12"oc 24 241 0o {c' 4'x5' RCB 4'x5' RCB . N i`�,5 per DETAIL ON SHEET 13 (CULVERT IS #4 SLAB DOWELS \�� \ THIS IDEND)T 0 12"oc. =24 J6 0 T oc \ (3) J6 0 END \ \ \ \ 6r CONC. SLAB w/ J4 \ \ 0 12"oc, EA. WAY 2 RCB INLET STRUCTURE PLAN EA. WAY �\ 041008 TRASH RACK BY OTHERS \ \ \ \ 15 DOWELS 0 1Zoc WEEPHOLES 0 6' CONC. SLAB w/ #4 \ \ _ = 2x4 KEY 6' f oc 0 12"oc, EA. WAY \ \ CI N SLOPE AS REQUIRED \ \ J5 0 32" OC #4 SLAB DOWELS per CIVIL PLANS 4 DOWELS \ \ Fl 0 12"oc 24 0 12"oc \\ \ ' ' I Z4F_ N r7 W — —r— — � (5) #4 CONT. Cly. CITY OF RANCHO CUCAMONGA g J5 DOWELS 0 12'oc I� :- "' TYP. 0 FTG. - _� 2x4 KEY (2) J5 T & B STORM DRAIN IMPROVEMENT PLANS FOR N 5 0 32" OC 15= 12" 3,_6„ TRACT NO. 15982 4LINE 'E' DETAILS 04 STRUCTURAL ENGINEER HEADWALL SECTION — ROWM-00M (5) #4 CONT. 04153h-15 041008Q f ESS/Q APPROVED Blr� / DATE -� JrCLR. �� , C HR�I F MY ENFA GNE /!/ ���,iGu��// P��� RCE NO Za953 TYP. 0 FTG. = '`� P _. j�' DEMNED o r o No. 2705 y RS a STRUCTURALCHFS �ER INC. Exp. 3/31/46 L CONSULTING & DESW SHEET 0 15 12' k %P v * 1744 West Katelia Avenue 15 1 V l P g Q `r�q�9UC t V�o���Q DRAVYN GB 7714 997 11145 11 59288 4 997 3857 FAX DRAWWO NQ WALL SECTION V 4F cA�.� c c ,ws,�w SE 270 0 04153 15 050 1011 DESCRIPTION OF REVISION DATE MY9 -D J APPROVED DATE SIGNED PROJECT SHEET NO, OF 1:\50204\1MPLANS\SIP 15\0415015.dwv 3/29/05 MASONRY GENERAL NOTES 1. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT GENERAL SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, ETC. GROUT 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2001 SOLID ALL CELLS BELOW GRADE. SPECIFIED COMPRESSIVE STRENGTH CALIFORNIA BUILDING CODE (CBC). (Fm) SHALL BE 1500 PSI MINIMUM WITHOUT INSPECTION, U.N.O. 2. MORTAR SHALL BE TYPE "S' MIXED IN THE PROPORTION OF 1 PART 2• THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PORTLAND CEMENT TO 1/2 TO 1/4 PARTS LIME PUTTY TO 2-1/4 TO 3 CIVIL AND STRUCTURAL ENGINEER. TIMES THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. 3. CONTRACTOR MUST CHECK DIMENSIONS, DETAILS, AND SITE TRENCH EXCAVATION,BACK FILL.per 3. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 CONDITIONS BEFORE STARTING WORK. THE CIVIL AND STRUCTURAL q0�DENSITY to PSI AND SHALL BE MIXED IN PROPORTIONS OF 1 PART PORTLAND ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES 501L5 REPORT or T--- �--_ CEMENT TO 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TO A OR POSSIBLE DEFICIENCIES. 2"CLR.MIN,TYP. o, 2"CAR MIR TYP. I ' MAXIMUM OF 2 PARTS GRAVEL. O MASONRY oe ® MASONRY 4. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED AS K, 4. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND SPECIFIED IN TYPICAL DETAILS FOR THE RESPECTIVE MATERIALS. I ' ROCK CONFORMING TO ASTM C-144 (MORTAR) AND C-404 (GROUT). `y _ el 8'CMU r4 2 5. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED #5 VERTS- #4 HORIL 5. CELLS SHALL BE FILLED WITH GROUT IN LIFTS NOT TO EXCEED A STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. ® 8'or, min HEIGHT OF 5'-0' WITHOUT CLEANOUT HOLES. IF OVER 5'-0" PROVIDE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION 5TAG6ERED oll -0" I ' CLEANOUT HOLES (MAX. 32' oc) AT BOTTOM OF EACH CELL WITH VISITS TO THE JOB SITE BY THE CIVIL AND STRUCUTURAL ENGINEER 50LID GROUT ALL REINFORCING AND AT EACH GROUT LIFT. THE MAXIMUM GROUT LIFT DO NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THE -TTT - NO TRENGHE5 DELOiN SHALL NOT EXCEED 6'-0'. ALL MORTAR DROPPINGS AND DEBRIS SHALL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION -1 }� !'S THESE LINES �� BE REMOVED FROM CELLS AND INSPECTED BY THE CITY BUILDING METHODS AND FOR SAFETY CONDITIONS AT THE WORKSITE. THESE PARALLEL t0 FOOTINGS LJ INSPECTOR. CLEANOUT HOLES SHALL THEN BE SEALED BEFORE GROUT VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED IS PLACED. INSPECTIONS. - PIPE SLEEVE: 2"LAR6ER THAN I L 2 IPE PA551N6 MQU FOOTING 5TEM 1 6. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, 6. DESIGN, MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE (4) #4 CONT. TYPE I OR 11, LOW ALKALI. DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM _ f NO PIPE to PA55MRJ 7. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N-1, THE OWNER, THE CIVIL AND STRUCTURAL ENGINEERS, AND THE 3'GLR � THI5 PORTION of FOOTING LIGHTWEIGHT OR MEDIUMWEIGHT OPEN ENDED UNITS. APPLICABLE GOVERNING CODE AUTHORITY. TVP. ® FTG. -COMPA:GTED FILL _ 8. ALL REINFORCEMENT, BOLTS, ETC. SHALL HAVE A MINIMUM GROUT 12' COVERAGE OF 3/4'. ALL BRICK SHALL HAVE A MINIMUM OF 2-1/2" FOUNDATIONS PERPENDICULAR TO FOOTIN65 GROUT SPACE. 2'-b' min. TRENCH DETAIL 1. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE - 4 9. SEE THE ARCHITECTURAL DRAWINGS FOR TYPE OF UNITS, LAYING EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. ALL for PATTERN, AND JOINT DETAILS. UNLESS SPECIFICALLY SHOWN FILLING, BACKFILLING, RECOMPACTION, ETC. IS TO BE PERFORMED BLOOD WALL 62 _ OTHERWISE, ALL CONCRETE BLOCK AND BRICK SHALL BE LAID IN ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. RUNNING BOND. 2. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS A/9 040" ENGINEER PRIOR TO THE PLACEMENT OF ANY CONCRETE OR RETAINING WALLS REINFORCING STEEL. 4d 1. CONCRETE BLOCKS USED FOR THE CONSTRUCTION OF RETAINING WALLS 3. FOOTINGS ARE TO BE CARRIED A MINIMUM OF 2'-0" INTO FIRM HOOKS and BENDS rrn'rl SHALL BE LIGHTWEIGHT OR MEDIUMWEIGHT UNITS AND SHALL CONFORM UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL. TO THE REQUIREMENTS FOR GRADE "N' UNITS OF A.S.T.M. SPECIFICATIONS C-90 (LATEST REVISION). 4. DESIGN BEARING PRESSURE IS 2000 PSF WITH A 33% INCREASE FOR �q 9 SEISMIC OR WIND LOADING. Fq0* 2. COPING: 1 PART CEMENT, 3 PARTS SAND. 5. RELATIVELY NON-EXPANSIVE FILL SHOULD BE USED IN BACKFILLING 50LID GROUT ALL3. REINFORCING BARS SHALL BE SET STRAIGHT AND SECUREDBEHIND WALLS. ALL WALLS SHALL BE ADEQUATELY SHORED DURING CELLS _� 160° HOOK ACCURATELY IN POSITION. THE BACKFILL OPERATION. #4 HORIZ. 6. ALL EXCAVATIONS, GRADING, COMPACTION, ETC. SHALL BE a 32"o� D = bd for #2 to #81NGLU5IVE 3, 4. CONCRETE BLOCKS SHALL NOT BE 'WET-SET' INTO FOUNDATION PERFORMED IN ACCORDANCE WITH THE SOILS REPORT AS PREPARED BY D = 8d far #q and LARGER �� ��� - CONCRETE. PACIFIC SOILS ENGINEERING, INC., WORK ORDER No. 700050, g9, DATED MARCH 1, 2004. �i #5VER S �' 5. VERTICAL MORTAR JOINTS SHALL BE STAGGERED AND CENTERED ON ;., ® 16,oc BLOCKS OF EACH COURSE DIRECTLY BELOW. ALL CELLS SHALL BEABOVE GRADE @LC HALL 36d 0 CONC. 40d 0 MA5 135, HOOK SOILS REPORT IS HEREBY MADE A PART OF THESE GENERAL SPLICES VERTICALLY ALIGNED SO AS TO MAINTAIN A 5' x 5" MINIMUM NOTES AND ALL RECOMMENDATIONS CONTAINED THEREIN SHALL BE (24"min) CONCRETE VERTICAL STUD (4-1/2' x 8-1/2" FOR 12" CONCRETE CONSIDERED AS MINIMUMS. BLOCKS). F6 7. THE CONTRACTOR MUST VERIFY THAT THE PLANS HAVE BEEN REVIEWED 1=1 11- 6. CALL BUILDING DEPARTMENT FOR INSPECTIONS BEFORE POURING BY THE SOILS ENGINEER PRIOR TO START OF CONSTRUCTION. -11{_) FOOTINGS AND AGAIN BEFORE FILLING CELLS WITH CONCRETE. 2"CLR MIN.TYP. ® MA50NRY 7. UNLESS OTHERWISE SPECIFIED, NO CONTINUOUS INSPECTION IS REINFORCING STEEL n- REQUIRED. TYP. REINFORCING BAR DETAIL 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR A706, GRADE ®�aT` o 02o 8. CELL WALLS AND CROSS WEBS WHICH FORM CELLS TO BE FILLED 40 FOR SIZES #3 AND #4 AND GRADE 60 FOR SIZES #5 AND LARGER. BELOW GRADE SHALL BE FULLY BEDDED IN MORTAR TO PREVENT LEAKAGE OF CONCRETE, AND ALL JOINTS AROUND SUCH CELLS SHALL BE STRUCK 2. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4-98 SMOOTH. USING PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED SHALL CONFORM TO ASTM A706. 9. CELLS SHALL BE FILLED WITH GROUT IN LIFTS NOT TO EXCEED A 12'CMU IV e w HEIGHT OF 5'-0" WITHOUT CLEANOUT HOLES. IF OVER 5'-0' PROVIDE 3. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR #4 HORIZ. CLEANOUT HOLES (MAX. 32' oc) AT BOTTOM OF EACH CELL WITH DIAMETERS (2'-0' min.) AT ALL SPLICES UNLESS NOTED In ® 24" or, Q REINFORCING AND AT EACH GROUT LIFT. THE MAXIMUM GROUT LIFT OTHERWISE. z SHALL NOT EXCEED 6'-0". ALL MORTAR DROPPINGS AND DEBRIS SHALL BE REMOVED FROM CELLS AND INSPECTED BY THE CITY BUILDING 4. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR tEEP E5® 40-oc w VERT REBAR 2'-0" ALTERNATE INSPECTOR. CLEANOUT HOLES SHALL THEN BE SEALED BEFORE GROUT DIAMETERS (2'-0' min.) AT ALL SPLICES UNLESS NOTED a TYPICAL TYR 00ta 8EN95 IS PLACED. OTHERWISE. #5 VERT5 z ® 8'0� 7 . 1 1 10. IMPERFECT JOINTING AND WALL SURFACES EXHIBITING DEFECTIVE 5. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE (6) #4 CONT. BLOCKS WILL BE REJECTED AND MUST BE REPLACED AT NO COST TO STAGGERED 4'-O" MINIMUM. I CUBIC YD.ofTRIX X% N THE OWNER. tVJYPPW IV GRAVEL MA - - P.6, 6. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND 6Eo-FASRIc A I-I I o RIZ 2 VERT5 11. RETAINING WALLS ARE NOT DESIGNED FOR SURCHARGE OF PAVING SPACING AS THE WALL/COLUMN REINFORCING UNLESS NOTEDEXTEND HO EQUIPMENT. EQUIPMENT SHOULD BE KEPT BACK FROM TOP OF WALL AOTHERWISE. 2x4 KL:Y- MINIMUM DISTANCE EQUAL TO HEIGHT OF WALL ABOVE FOOTINGS CMER5 or AFTER THE FILLING OF THE CELLS WITH CONCRETE. 7. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST - - - -1 I PROVIDE DOtfL5 EDITION OF THE CALIFORNIA BUILDING CODE. - 13. DIMENSIONS AND NOTATIONS SUPERSEDE SCALE OF DRAWINGS. 14. A WATERPROOF COATING SHOULD BE APPLIED TO THE EXTERIOR SIDE CONCRETE I I CORNERS, INTER5EGT ON5 END OF ALL WALLS WHICH ADJOIN HABITABLE AREAS, AND PROPER I _ 3'GLR DRAINAGE SHALL BE PROVIDED PER DETAILS. 1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF I 04 TYP. ® FTG. 15. SOLID GROUT ALL CELLS BELOW GRADE AND CELLS WHICH CONTAIN 2500 PSI AT 28 DAYS. #4 DONT. TYPICAL REINFORCING at REINFORCING, U.N.O. 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM I I 12" C33. CORNERS INTERSECTIONS I I1003 �SIG4 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE I OR 11, LOW ALKALI, OR AS REQUIRED TO SATISFY SITE SOIL CONDITIONS AS DETERMINED BY THE PROJECT SOILS ENGINEER. I I RCB PER DETAIL ON SHEET 15 TESTS AND INSPECTIONS 4. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING 1. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED �j� CITY OF RANCHO CUCAMONGA REQUIRED FOR MASONRY WHERE NOTED ON THE PLANS AND DETAILS. OTHERWISE: RETAINING/FLooD WALL THE EXTENT OF SUCH INSPECTION SHALL CONFORM TO SECTION 108 & 1701 OF THE CALIFORNIA BUILDING CODE. AN AFFIDAVIT SHALL BE SLABS ON GRADE ------------------------- CENTER OF SLAB BA °'0�0y STORM DRAIN IMPROVEMENT PLANS FOR CONCRETE BELOW GRADE, FORMED ------------------- 2" ISSUED TO THE ARCHITECT/ENGINEER AND THE BUILDING DEPARTMENT TRACT NO. 15982 AT THE COMPLETION OF EACH TYPE OF WORK STATING WHETHER THE CONCRETE BELOW GRADE, UNFORMED WORK WAS IN CONFORMANCE WITH THE APPROVED PLANS AND (poured against earth) ------------------------- S' SPECIFICATIONS. CONCRETE EXPOSED TO WEATHER ------------------ 1-1/2' FLOODWALL DETAILS 5. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT STRUCTURAL. ENGINEER ROW2005-00055 SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING Of ESS/ APPROVED BY J DATA ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN QR 0�! MY ENMEEA )����� ������� FCE NO 24953 THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. DESIGNED 6. PROVIDE 3/4 CHAMFERS AT ALL EXPOSED CORNERS. �+ RS o Expo�3/3 /05 z STRUIDALCONSCTURAL CFlaSE DINEER � STRUCTURAL ENGINEER INC. 7. REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS, AREAS OF * 4+ v * 1744 West Katelia Avenue SHEET TEXTURED CONCRETE OR SPECIAL FINISHES, ITEMS REQUIRED TO BE s 4>. 1744 ��' Q DRAWN wte 107 CAST INTO THE CONCRETE, CURBS AND SLAB DEPRESSIONS. q g 16 16 l (J C j v \ Orange, CA 92887 OF lF OFGAL\I GB 771149 7 1145 7114 997M SE �1 FAX DRAWING MA DESCRIPTION OF REVISION DATE ;LOt DATE SIGNED 195-® PROJECT SHEET N0. 1_OF I:\50204\IMPLANS\SIP 16\04153'�Y16.dwv 3/29/05 a _ i 1 ( ( ( € € 1 1 if ii € f If _ _ .- .__ -_._. __-_. .__._. ___- ___ ___- _ _._-I- ___ __._ __. .—�-- F _ T F i I I i 1 d i i i i } € { f I iy I € f _ } t ( , ( ! � fL0 . .LINA _1�'-DITCH,O_ r , � # � � � � # � � # � I � � i ! r �_.. - s — �-.. ..� � � �.. .. � —._� �.._..� � � � k- - � -� � : ... 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SERVICE ROAD f 61 CURVE TABLE CONSTRUCTION NOTES �,, Boz ; 50 50 � ��ti Id� m # o R L T 1 CONSTRUCT Y AC OVER 4' AB. 29 , 29 , , MIN. 1.5 IEE �, MIN. 1.5 IEE �, A 24 57 28 45 . 0 0 19 . 601 9 . 96 s _. _ __ __ _ ���iy 0�� B 45° 00 ' 00' 45 . 00 ' 35 . 34 ' 18 . 64 ' 2-- INSTALL REDWOOD HEADER � 6 ©3-- CONSTRUCT AC BERM PER CITY STD. 104, D1-6 �f� — — __ S _ __ �JO�� D 93°29 ' 18' 10 . 00 ' 16 , 32 ' 10 . 63 ' 61 CONSTRUCT TRAPEZOIDAL CHANNEL PER STRUCTURAL DETAILS SHEET 12 \� z 3 E 4 0° 17 ' 11 ' 89 . 0 0 ' 62 . 58 ' 32 . 65 ' CONSTRUCT FLOOD WALL PER DETAILS SHEET 16 GUNITE OR CONCRETE GUNiTE OR CONCRETE �!� p 1 6sr F 42°57 '53' 8 0 , 0 0 ' 59 , 99 ' 31 . 48 W/6'x6" APPR1.4 I WW. x6" APPROVED � �0 5 � _ s CITY OF RANCHO CUCAMONGA 63 REMOVE CHAIN LINK FENCE 65 W.W.M. OR A??ROIEO � 65 W.W.M. OR APPROIED I � _ 2�%� G 33° 08 ' 11 ' 71 , 0 0 ' 41 , 06 ' 21 . 12 ' 64 CONSTRUCT FENCE AND GATE PER CITY STD, 607 COWL i EQWL I - -�- - -- H 39°35 '49' 109 . 0 0 ' 75 , 33 ' 39 . 24 ' I 39°3549' 100 . 00 ' 69 . 11 ' 36 , 00 ' 65 CONSTRUCT -7 DITCH PER SECTION A/9 i J 39-35 '49' 91 . 0 0 ' 62 . 89 ' 32 , 76 ' STORM DRAIN IMPROVEMENT PLAN FOR 66 CONSTRUCT MANHOLE NO. 3 PER CITY STD. 320 MODIFY WITH GRATED COVER I I LINA "E" 67 CONSTRUCT 4- H x 5' W RCP PER STRUCTURAL DETAILS SHEET 15 68 CONSTRUCT HEADWALL WITH TRASH RACK PER DETAILS SHEET 15, TRASH RACK PER CITY STD. 312 I LINE E i LIN£ E TRACT NO. 15982 4 H x 5'W RCB 4H x 5'W RCB SCALE V=40' ROW2005-00055 A/9 INTERCEPTOR DRAIN @INTERCEPTOR DRAIN APPROVED B Y : DATE: CITY ENGINEER � llrl ��/1��.�i RCE NO 24953 Q�OE ESSIp CITY OF RANCHO CUCAMONGA DESIGN 0.51 17320WhillAve. RECOM E D plFy��y� BENCHMARK NUMBER 10071 J.M. spa°950j DO[ItN kvine,G92414 y Voice.949-251-6821 876, I F Z ELEVATION : 1446.270 � No. 052496 r*1 DRAWN 5CHUtyI eAx- 949-251-OS1A SHEE SET 2' BRASS DISK IN CONC.WALL STAMPED c> Exp. i 2-31-06 * *� 'CITY OF RANCHO CUCAMONGA BM 10071 1987" J.M. 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W - INSTALL CURB ONLY PER CITY STD. 104, Al-6 MODIFIED 0" CURB FACE -lj ok ' _ o-- 1 & TRgeT B�UiV _ PL TRACT ©3-- CONSTRUCT 6" CURB ONLY PER CITY STD. 104, Al-6 ----% BOUNDARY 50 INSTALL TUBULAR STEEL FENCE PER CITY STD. 608 W 64 ` 8.25' is 26' .I. 7' S4 CONSTRUCT TUBULAR STEEL GATE PER CITY STD 608 (MODIFIED 20' WIDE, 2 - 10' PANELS) W I 1' MIN s 13' i° 13' 11'1 5' 11 S8 CONSTRUCT RCB PIPE TO TRAP CHANNEL JUNCTION PER STRUCTURAL DETAILS SHEET 13 `r 10- � � + � + DAYLIGHT CU F - T5' Hx8'W A 59 CONSTRUC RCB PER STRUCTURAL DETAILS SHEET 13 o _ ;, � ti ,oF � ,oF I 60 CONSTRUCT HEADWALL WITH TRASH RACK PER STRUCTURAL DETAILS SHEET 14 TRASH RACK 26 W -r �h 1 i 00 �' 4y PER CITY STD. 312 64 0 ti 0 .O D LA 1880 �o �i � , -� ,� ,N 61 CONSTRUCT TRAPEZOIDAL CHANNEL PER STRUCTURAL DETAILS SHEET 12 r �� 6 CONSTRUCT FLOOD WALL PER DETAILS SHEET 14 SCALE 1' =40 o @- REMOVEN •-- ti�75 ...�- . .. .. - �^ 6a— CHAT LINK FENCE .-• 74'175 fi175.�5�• • N 74'1753 E 49. �3 y3 G • 1877.17 1 0.00 iF REDWOOD IYEADER ky8 /2 3 OR ___ �- ► � ti - _ 8 63 0.52 /F AC BERM ,\ `� 64 CONSTRUCT FENCE AND GATE PER CITY STD. 607 •�� �� . 1875 6855 38'_x..138 87j - 1y �0 2 61 _` J i ^ - G 1�5 ,�,, � PER PLAN © \ - \kG gG -�`�s \ 74 INS H TALL LOCK PER RCFPD INSPECTOR -- h INSTALL SIGN PER RCFPD INSPECTOR "DO NOT BLOCK FIRE DEPT ACCESS' _ -� 9�or E� T0f — \, EMERGENCY ACCESS ROAD X0110 k PROJECT PER/METER I s so d 6• ��� �� '` f 23 .' i � o �. g� . 18 VARIES 25 VARIES C.C.W.D. WATER FACILMES + \ s� q q� E �� 130 tri>' Z. , , �' z 6' PERIMETER ......ACCESS ROAD, 50' p\ ��4�• `� � z G. .W.D. SERVICE ROAD -15' TROP. CHANNEL P£R PLAN C SE 1 1815- A 875. o WALL 9, 9' 10' S' 10' - - 1 1a 10194.0 13 } � , r`) . � ��, _„`�G',A,� �5� - DENOTES STA. ALONG STORM DRAIN \�"` Y " ��6� 1 10129.60 - DENOTES STA. ALONG ACCESS ROAD EXISTING GROUND C/10 /a6l. a, 59 y• >9 E '�4. 1, 5 F`� 2' SPASH WALL I 2:1 MAX i p �c �'gccFs F Q 1 J.0 2X 2iN M/N_ J r ', � . o �, Z q�• ��Y � � gC'Cf. qp Q�. Q a If PAD 2 •J K. - F � CURVE TABLE � �� ff ff15 58 D/1°ACCESS AND CHANNEL -'..� 4 �' -'ie% - ,/� LINE A 30' 00 ' 00' 22.50 ' 111. 78 ' 6T 03 ' � �' B 90' 00 ' 00' 22 , 50 ' 35 . 34 ' 22 . 50 ' 00- 3 F+ --- �\ - �-- j `'� 6 �o� C� 08° 02 '25' 487 , 00 ' 68 . 34 ' 34 . 23 ' 31+51.3 �ygu `�'-'" � c, �`�' }--.-- ----_r�_ .�'- . F E �< D 08° 02 '24' 500 , 00 ' 70 . 16 ' 35 , 14 ' CITY OF RANCH® CUCAMONGA 54 75 1 ___� _ ` / E 08° 02 '24' 513 , 00 ' 71 , 99 ' 36 , 15 ' STONEY/EW-ROD X465! - `� F 90° 00 ' 00' 10 , 00 ' 15 . 71 ' 10 , 00 ' r �' - ° STORM DRAIN IMPROVEMENT PLAN FOR s7 40 04 11 63 . 00 44 . 06 22 . 97 41 H 40' 04 ' 11 ' 50, 00 ' 34 . 97 ' 18 , 23 ' 23 " I 40° 04 ' 11 ' 37 . 00 ' 25 . 88 ' 13 . 49 ' LINE /� 60'26 '31 ' 59 . 00 ' 62 . 24 ' 34 . 37 ' a. 50 � TRACT NO. 15982 60 26 31 50 . 00 52 . 75 29 , 13 60 26 31 41 . 00 43 . 25 23 , 88 SCALE 1"=40' ROW2005-00055 M 60'26 '31 ' 86 . 50 ' 91 , 25 ' 50 . 39 ' f -0 APPROVED BY DATE: t� 749 3 CITY ENGINEER ,/(/�/< � ,� �,//��.�� RCE NO ESS/0 DESIGN i�ozs1 u32oaeahirAva REC ED CITY OF RANCHO CUCAMONGA J M Suite 350 �"' ; f- p BENCHMARK NUMBER 10071 0 o r r e N 4r ne,a 92eu Voices 949.251 1821 z ELEVATION : 1446.270 Co N0. 052496 m DRAWN senuitz eAx: 949-251"0516 SHEET uj m SET 2' BRASS DiSK IN CONCMALL STAMPED d* Exp. 12-31-06 * 'CITY OF RANCHO CUCAMONGA BM 10071 1987" J.M. v L n N I a S I N O I N I I e S S u a v I Y o e S 10 16 C}yfU ��P ON NORTHERLY SIDE OF HIGHLAND AVENUE OF qlF� CAl.�F 100 FT. EAST OF HANLEY AVENUE, CHECKED ��� RCE NO 052496 DRAWING N0. DESCRIPTION OF REVISION DATE CITY 8 FT. NORTH OF GUARD RAILING E.L. IA ' 1988-D APPROVED: DATE � FILE NO non irnr currT ►in 10 nr I: 50204 IMPLANS SIP1 .dwa 3 29 05