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Home My WebLink About1665-D CURVE DATA i i 446. 77 -4-46. 08 1 448. 0 443. 1 NO R T L 4 5. 20 443. 92 m 9" 26 ' 460 24. 438 m 48. 188 446 72 (D 292. 300 m x 7 27. 432 m , 19* 43 ' 180 4. 768 m 9. 442 m 4,:'3. 3 4 443. 84 + +2.. 6 : 441 . 80 . 22 --- 448 0 25* 26 ' 310 123. 9652 m 27. 984 m 55. 045 m -441 443. 88 . 96 442. 33 5. 8 8,��, 7 9 5 44 40 27. 432 m 74 40' 03 ' 26. 745 m 35. 749 m . 69 8 5 13. 716 m 29- 39 ' 55 § 3. 632 m 7.37. 735 m "45. 4-!D. 9& 7. 7-7 441 78 '42. 84 '3. 26 r ----------- ........ 3 446. 67 4 4 7 z"? 43 4 6. .5 ................ 7 "40. 83 'j .......... 446. 3.7.. 6. 4 4 5. 9 3. 6 3 6 i3 w 4 0. 444. 7 7 co V) 446. 1 w .....57, cr 3 3 4 45. 85 446 Z 4_1 0. 7 > 446. 36 1 . 2 Q2.3 w 46. 02 446 7 A w -78 0 . 46. 0 4 5. 6 445. M . .......... > _4 4 4. 7 5 w 446. -;m"5. 9 9 cr 0 ------ .......... 4,47. 1 I f c\j k' .... .. -0 44 x ........................... ........... .................. % ....... EXIST DOU . I _- -- W. - __ I . .'..-." 4;8 � .,, ..- 1 .1' 00 44 8 30 BL ------------ 4 4 2 R )'_1 N I,,. "leo ..00 m 1 . 2 m RCB x4' 4-12. 65 rn `3 4 4 8. 4 '6. 14 ,42. ............ + x ............ T 448. 2 Er 448. 66 444. 440. 04' + < !j C........... 448. 64 4 4 8. 8 FT c 000 S 1- 68 TA + 4 54 YS4 4 1 5,\ 000 DAY CREEK ,,6LVIJ" ' S < w 0 4 4 18 37' j ..... 0 9 U _j z w EXIST �4 I / -446. 3 A i r, 4647. 79 46. 36 TRAPEZ DAL Z) a �e 5 c_ 10 - U 442. 42 "Vm'-A,j`T4A 414 6 U 0 V v)_ ....... CHANNEL 1 W _j U r aP r 4 4 8. 2 0 44 >. T 14 < w m 41" . . . .. ....... ---------- -------- 4d= U U .............. In to 6 0 ............- ---------------------- ------ 4 Y UQ91 , . . - .11. ........... fl 5Q 77 447. 12 y"'s- f j J S 3,1. 65 0 i 43 co < co 439. Em ui ui 1\ T;4 I Q+G 006"LA-( 47. 38 . 09 0\ + cr- + 446. 35 to 0 P) z 446. 8 A' )j 0 0 DZI. 01 x 4. 534 'e N x LIJ 44�� i I Q0 C( ► F. z S w 43�. 3 N89- 52 ' 05--'-.W- ...... 441 . 78 I < < STA 15 0+0 4-f "x Z 4 7. 9 6; V 2 Z 0 .,\ :•T ;k , i LAT " C ' b q.+0 0,-",,0 90', AT B, cl 29. 734 T 10+394" L 4 0. -7 1 F' 35 4- M$9* 52 ' 0 5 * w .'DRA N LAT 93 30 !SYSTE4 -- ♦, I I 'ti �/ //' `: 41$ 1 IN E i Bw AG zJ%J D Z4 0 0 71 > 4 3 7. 98 0. Y9 - 6. 'g2� 4 t IA(- 021 ........... 1-v < �4 4 3 9 -438. 76 . A'r 4� c e' 447. 68 L4 4 bb 7In 11 437. 94 A T -44 07 T . CONSTRUCTION NOTES : 446. 99 A- If . '. c RC ► co 5 1.- P CONSTRUCT 600 mm RCP 0+91 . 103- tys. -STA 21 +0 J -290 .---!,,-H'N t I NE' • 'I F5 9- 4 6 1 c� L 2 CONSTRUCT 2100 mm RCP 446 7 $T- ��2 0"'t 8_& 2 2 8 S Y S 53 14 10+00. 00 LA c T. -A _4 a 0 ........... 9 .t' �TA 3 SAWCUT AND JOIN EXISTING RCB 4 0. 8 .4 1 16 STA 10+06. 098 LA, A" c : INTIST' 7D. T � ' A�j $Q+ 59 OOV I E K :BLVD ----------- 'A =STA ?0*9 100 " Ho L 4 CONSTRUCT JUNCTION STRUCTURE PER DETAIL SHT D- 4 F 0 177 x T - X446. 70 5 CONSTRUCT MANHOLE PER DETAIL SHT D- 5 Sit A 12 STA 1150+51., 838 EC 01,..4ro 8. 62�5 0= + � p 0. 1. + DAY 4 3 D* F 4 S T A-�' 0 53� 038 D t ri, T 11! 6 CONSTRUCT OCPI INLET PER CALTRANS STD D75 c k, 1 �0+45. 218 PAY/` S"IT.- I 0 STA ' 4 2. 600 CRE�f-q.� 0� I 0',+ 46!, 4,3(�_-Bc di --ST' Q,0+.,,r,5. 154- -'_BC - 3. 0 INLET PER CALTRANS STD D78 7 CONSTRUCT OL -44 b. 2 5 -' �END CITY DESCRIPTION OF REVISION c 9. 3 DATE 8 CONSTRUCT 4 - - 900 MM CMP RISERS PER CALTRANS STD D93A ApprAwD8 loo, :)LAN$. ' ;F:Q ONTINUAT AN C H: AMMO 4,0q Q \`� : ,, .0 1� ;'• .`'` \ 4 tE ',C I T�� , b 15s ' CONSTR CT I ON ; SAN BERNARDINO ASSOCIATED GOVERNMENTS A 120 + 42. 35 SY 5 444 NORTH ARROWHEAD AVE 9 REMOVE EXISTING 1800 ITIM RCP STORM DRAIN LLJ it SUITE 203 438. "T!A! 0 + 20. 000 DA� CREW � '%_V 7 t t SAN BERNARDINO, CA 92401 141) 10 REMOVE EXISTING TRAPEZOIDAL STORM DRAIN CHANNEL �� I �';'."I ' 11J 435. 0 7 0 > /1; MONGA 445. 73 11 0 CITY OF RANCHO CUCA 444. 69 1 1 REMOVE EXISTING STORM DRAIN HEADWALL 0 z \ / 1 ; -� rn X38. 6612 CONSTRUCT OL -6.. 4 INLET PER CALTRANS STD D78 Uj 438. 34 N DRAINAGE PLAN J ' ' ! fi' ' Ld 13 CONSTRUCT 1800 mm RCP It' 438. 84 cr L) Uj 14 CONSTRUCT TRANSITION STRUCTURE PER DETAIL SHT D-6 _j >! EESS/ 41 3 4. .7 D - 1 LA_ x 434. 87 438. 26 15 CONSTRUCT CONCRETE BULKHEAD PER DETAIL SHT D-4 Al� a.APPROVED BY$ DATE z LLjk; `s,;1, ;; / :� + 'I, `" ) j-! / f � , 6 437. 76 CITY ENGINEER RCEs 2495:5 PHILIP M. DOUGLAS 16 CONSTRUCT 600 mm RCP (POSITIVE JOINTS) r1n DESIGN MED BY- RECM#AENM 44 3 6 ;' ( : 23418 V) No. Go ASSOCIATED ENGINEERS �c - 12-31 -01 DRAIWI 3311 EAST SHELBY STREET SWEET 434. 75 UNLESS401-RE-RWI �E SHOWN ONTARIO. CALIFORNIA 91764 > TEL.(M)W-M e F"MM 941-M 14 30 NOTE, ALL D1MENS1ONS(_A_RE�_N METERS.� 17 CONSTRUCT DEPRESSED AC APRON PER DETAIL SHT D- 7 Exp. CW or rn t*4 <P CHECKED PHILIP M. DOUGLAS 24318 DRAWING W THIS PLAN ACCURATE FOR DRAINAGE ONLY. OF C OL C.9. No V) c $F I LES IDATE FILE 00 D 014 QATE$ FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME = > $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS I I I I I I I 1 I T I ME PLOTTED = > Thu Jon 21 17s 06s 41 1999 CU 08326 EA 443431 x x x x x STATE OF CAL I FORN I A - DEPARTMENT OF TRANSPORTATION OVERSIGHT ENGINEER CALCULATED/ DATE DESIGNED BY REVISED BY Com' & &cmff JQN BUMPS CHECKED BY DATE REVISED c o -N � i W W W -N rnrn 2 O CTS O x n - . ::¢. ;.,. :;; - r . . .. - , x a - v .. a.. , .[ ... .k :..-.� , #.. •t }:. , , .;. , ..1. .t. •,' '! . .. , : !' , ',. ," • =v. k. i • .....- .a..�,,•. .,•.,r., ,a ::..,.,..•.., !, 3- r • • , • F f - • t • z _ , u a a e ,, .r . . :i�) - i _ ..... .. _.... - . i < :. -. u•..-.,.• - _. ... . ♦ a r , , ,- .. ra . • . . a . . . . .. , . , .. , . s . .• r . , .-.. , : a ...,, . .,,, f.:... . -_ : _ _ -. .. - . . ... , _ . .. ., - < . • . .. , ..-. . .. .. . . . .. . . , _. . ,... ..., . . ., . . .• - .. - ..: a,,., ,.. .,..., ......, •,.,.:ia, ::...:,,..:-.,._.-. ,. . . - . , .. ,- . . „ ... , _, .. - .. •.. ... • .. .. , „ - _ , _. _ _ FL 430. 40 I _ : . : _ : , : . .,. , =STA 147 +90. 646 12. 640 ren RT : - - . _ . {11 - _ . .,, . .,. ,. .. .,, . .:.a., �. _ :. CL DA CREEK BLVD , - . . 6 • . IN4T A ITI . . . : :BEG R . NS. SON : _ . , : . • . _ • .. - - _ _ _ 1 ! , - - : : 1 - - - - - , i .... ... , ,1,,. ,.,,,... . .,1,...: -• .,,:.. ..:., � . 1 i - 1 S - i,.:. �.: t.... .. l -...,v i-: . . ...I 'y. .. v .E - .. , . ... ¢, . .�. . : . . . •.. - - a :.'. _._ s ,. . . ,, _ .- ., - . _.: .,. :t:..s,- .y, : . z .., - 1 1 • z _ . - I., _ - . t • : : - - . -.,., 'a:- .. a. .-t . Y, :... , .,... ..., <.:,a , ...f _ , a .• a • , a . .. . ... .. .. s �c . :-- : . 1 : . C • / _ . ....,,. :1 4,,.,: ' ..: .!. , C i _ ., ..;....,. ,. . - . . . -. r. ,, . ._ ., . _ , . . . ,, t-,_ _{ . . : :. ,., ...:,.�., ...ti..., ,. . _- ;:. ...: ; . , . .,, . , , . . ., It _ . rtt =1 4 i _ :. : . : , - . .. _. _ . . -� ; ; : � . „ END CONSTRUCTIONS ; _ : • STA 1 1 8 +58. 000 SYS 53 ra SEE CITY OF RANCHO CUCAMO GA PIANS 1 FOR CONTINUATION z I ' = EN VANS I T I ON . o STA 1 20+42. 354 SYS 53 = , 1 • . . ., . , , : : . ;. . , , . ., - . - . . _.ST.A= . 150,+20. .000:.DAY. CREEK ,BL:VD . . , 1 : 1 O .�L . �,.. . - ; a 1 . Y �.Tj W x,433. 80 -<w � _mm jl� : . . .:: k:.., ..., . :.. .....1 ., : .:, ....;.a . j. k-. ... , - .. . .. _ . . .a-.l.-_ 0 1 .1. .. . , .. . . . - , .'. m I i ; ; -- - x x x x x i : i STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION OVER51 GHT ENGINEER CALCULATED/ DATE DESIGNED BY REVISED BY ,_ r"� JON BUMPS CHECKED BY DATE REV I SED N C C 1� 1� ♦ w 1, � x 9 O ,� . : - x .., <.n . ,., „ 1T - w t STA 120+68. 025 SYS 53$ : : . x �x �, _ ,- - , n, - , _ , : : _ _ . ¢ - _ . . +44. 644, .SYS 1 4 , .,-, . . :3 :,, . .:, - - . : -- �, . . _. A l $ A E V � S� _: 5p.+45. .21 Q x, CR EK BL D ,: °D : : . .. . 150+46..966- , , . r. . ._ . . - - - , + ,. ,t : , - , , .,... ,t. _ EL 434. 38Q 1 -.. . . .. . , ,.. . - €� : , . . ,.:.,.. : . .. ., , . . <o n .r m : : _ - � EC STA 150 53. w � - Z� 4 - D i1 0 W z `nn � �t 1, r- -na) � : - _ - -STA 150♦53. :83$ DAY CREEK 8L D : : : . :.,,, _ - .,,, - n .�,_ Q . . , , _ . ,. ,, . . . „ . -4 r-o --t w `. . . . - - - - - - : - ¢ _ - : ... N W .In : C- N fR . . � . - - . - . i ■ • a _ ,,+. '�r a c . . . . M +� x I _ �/� yy♦� t 2' _ - - .:� b 0) Wim , I . . : : . : ,.,, . , o :cr . 11 .. . STA 154 79. 1,.49 ; SYS -1.4 _ - FL 434. 923 1�lI o : =STA 10+00. 0 AT ' B` . : I : . - e r r : r r x di . - _ 1 d' I JS NOF : u ' - ' : _ - . ,..., (x,11..-., : - _, . L , N C) _ . - _ . . , _ ..., ., TA ,.FL :.:43:51 056 . . . . . . :,-. _, - + .. T A �. , ... ... .. .5 ..: ._. ,. . A N .. .. . , : f. . , ; : . _, „ to _ - .. � - _ - - __ . . c) - : - - . ..r o� . :: , 111. . ; o.. ,. t: , a : : 0 W 0 p -4 z : t1�V1 o } : W I� - . - . ;, . . „ 2 z ., .., , . .. .. , . . . �:cG, : . >.,,.,. :. n ,� t3� Q� G7 : : . w 1s o c A � r rn : : . Ln l; w: �\ , -n 0 ...j rr_C7 _ + c _ . : . . .,.. ,. , . , ., ... , . i ' -.DDS ;.. .. . . s - - - -0 : --1 --I - . a - - .: . �: -_ - STA 1 51 +21 . 500 . : . . , , I . . .� . _ . F.L 4 3 5.. 1 5_ s 7 s , ..,, ,..f,. . . + 1 . 000 ` f . :.,. ► i . . . - ` ...- .,...: _.; -.1111 . . . , . _ , . . , . . , , . . ., . . - 1 , .• ► I «..- : : _ : : :/ .,. ., C o ��, _ I 6. 000 SYS 14 t : . ,, . - I . . . _ ', . i rZ i : . .. . . . � -STA -151 +2fi. 000 DAY CREE#C BLVQ' . : . . . , . - : = � : I ; i� ,co . : `� : _ - .:.. .:. : rt, m o 0 : . > ' 4 A . p --i '``.r - U1 . . . . . : v:r*i r , .-.._ , ... ,_4.1 n,_ ,.... .1:. , . e .\\ - - - - : - _ f - ,_ I : - , . .a,_¢ c. ,.,,..} , : . .,.a -:.,.:,Y.. .....•... , :•, _ - - - _ - - _ e .,. ,...,, x a - T . _ - _ - - ��-- v .. . _ .,¢ ., _.v, - ..< , - _ t . ! , < , ►. .- , - - . , x O p - - . - 1 -,. , ... X . _ , - 1. 0 � - . 00 . - _ D . x .n : - . ..r ;', z,...w, r . r- - , _ : . - . . . , - . . 1:..111 > m� - . - ` - : m . � . : - . ,, _ ,; , . x _ . .. ..: . V1C _ _ : - > m - a - _ ,.,..,., , .-,... .f ...._, t.,.,1 a,,. ... - Z v - , - - . x .. _ : _ - x . . _ a 3 - 5 F . _ x x w . e - - - : x . ' - }� - eC'x - : 3 - . - b�.,- , u • , • . .. 1....111..-t,... ..--. _ • ,-.,va ...v,.•-., ., .,, a..::.t,}.•((,. .ran _ _. :1111,:,. ..t: ;,..: i,.,.1111 ._ 111 1. .- a, -..:.. .,..,,..,: ,. ,...,. :,,.- ,,. r - . : .,.,..:,. :,:,,,, ,, 1; 111«,:,;,_ . :, _ _1111 . - • - - , .. 1111 - r� - . - . rz = . _ _ _ ,. u,, .-;.,:x,-a,.,,a,3.•..1.111-.._ -. . .1 b,a,�_,.3 e:., , e a• ,, ..- .,. - _ _ - . cn < .,- , :. 1111 :.,• -,,_:, , , Y _1111, ., - m0 : , : : �� 1 .,,.1{ .,,,.,-, . _ - . r _,. , .,. ..:,._.«, .r.s:,r+r:,,-,,, .r:.;1111;•y _ :,..-,. - ._ .3 ,.. (1 ci.. , , . - w:, f M cg - . _ : . . - cn- - . ... - ., - - .. _ 1111 • .. , - ..,a• • •.� D . . : _ _ _ - -• ,y:, :- 'r '. ,, 1111 - - .f - . ., r - -A : . < , 1111 . . . ,. 1111 r. , . _ ., ... .... , _ ,. _ .. - r ,.. . . ...,.. ; , 1;111 . . - >. : a 1111, _ ,1111, ;1111 .. . .. x� _ _ . ... . :.... . _., -1111 . . .. .. _. : '.- ,_ . . : 1111 .. - . . -1111 1111..,1'111 . - . . . . . _ . I 0+00. OOO LAT ' B" . STA : . . ., ,u . :1111 . ;1111 1111.., ,, ;. ;,, . ¢ , 1111, .,- 34. 923 =STA 150+ 79. 149 SYS ! 4 FL- - 4 N > w _ : . , o . - . ; , ,- . . , . . s. . . e. I . . , . . . _. . - , : . .. . . .. .., - , 1 . , , , 1111 .: : . . : E, , _: °. � 1111 . I - . , -:.- . . .: : . _ : 1111 : ,© '�' o -c.� - •i : . _. OL I - � T' NLET I L 6. 4 In � o r w � m � �m ""� 1 7. 7 m LT " Y " 150 87, .0 D o .oma 1 ..- „ . ,, . . .. , : , m . . . . �. . - ., . . . ,. , . o I 1Nf ' 43 796 :, w : • O : _ . R 8. _ . . I N � . . _... . /y� ,G O T l •.. • . ,r,1..-sk .u_ , ,r.: :v. -..:v•:,W-In • 11111111 . 111_1 . . a ,.:..,: 1111 _ .. ... . , , ...• -, . 1111.♦ . • .. . W . :., . .., . .N CTt . . 1 ,r .. � o - - � _ - • . a 1111 . � D �� Q iE 1 C n aD . : _ a w . m : 1111.; ...,,...�,, . �. - . - ,Q . „- : ,_ : . , • - • I . . 1 . . w . _. ,.;., 1111 . .. . - :. 1111 � ' -- N --I) - : \ . 1111, ,. : : • , -,-. f f 11111 1 f m /� - ... f o - - v, - 1 I DAY. CREEK BLVD . .. . , . . t`: . n � m C : 1 - _ . . . 3 c �o . 'o ... ,,,..max x -, . . , . FL 435. 952 I _ STA 10+ 38. 481. LAT ' :B" w - : - am rn _._ � \ 1 � c � r, <, ..:. . , • . . . . , +. , ... . . ... . .111.1,- FL 435. 96.1: - . . . .:..QC,P I : . I.NLET. .W./..STEEL.. .-COVER . m m 3 FL 435. 056 � 12.-6--ra RT " Y " 150 87. 0 < � z _ . T 43$, 23� m .. .... .. ,;, -1111... --.,._ -, . . . . : : „ . , - . . - ,._ . . .. 1111 ._ ... 1111 �. . : D : J O 0 -4 . . ., a ., . , . - _ x n O o m _ t� L X435: 766 OL LET L =•6.. 4 .m . . - ��. :8, .. - � �s : < o O - t- . 17. 7 m RT ' Y" 1:50+87. 0 . • -- ---� - - \ m O ;Z - 1.. ..11 ;1 .. , ,, - . , - : - ;• o �� a� n cn R 1, . 7 96 : „ 1111 : M ' 38 o--� . 1111.. . xo . - - - * w C : : II 1111,.,:; �.... n _ - . r ,_ 1111. „; 1111 _...1111.. • �/ . . 1111 1111 -� : =�' n - wJ . : . � 3 `� -�, STA r20+36. '2.1 1, " H" L INE Uf I - Y .�.....,. . �-r :. m _ =ST I0+69. 461 LAT 8- ., cs� • C C � � a. `^ �� : : : . . FL 436._260 _ OL INLET : : 1111 , .1.111: .. ., .,. „ o n , - . - . , f11 -Y Y.. ,.Y. ..�1 J � 1,- .,; .;, .r, •a- .y.. .� 1;111 - : : _ . _ x rr�- < c.n c. - - = - R t M 4 3 7. 8 4'3 : * ,. r : : : : �, , . - . , , „ „ . _ N 1111.,, . . < „ (fl W. . - : ,. ,... - 1111 . - a , a -1 ,. ,,. . .. . . . : - : . h,. ; : . . ., - , . . . : . , ., ; . .r, t... .y, , .. ... RECD : : , . ., \c, z ST L : : - . a . . . m o 1- --- - I -.. .;.. 1111:. , . , . , . - , ,: „ - /� r W _ -o - : . o n - p �. . . r . .,. .. , . . - 1.111 .. , 1111 .¢ , _ _.. . • . W 1111 .D I - o : . _ 1111 . 1111 :.. . . :- 1111 . . ., - - _ - - r i .. . . 1111. , . .. , . -.. - .. . .. , _ , :,. .. _, 111;1 _ „ -:.Y 11. 11 - , ..f'1. o _ . _ . / N „ . . _ , .. --. -1111 - ,.. ,. .r 1111 . .. , 1111 _,.- ,, =" "� : 533 A . : . z y . ) : . , ... . ... • : . .......... . .... .._ ..-... . . . {.. . ,.... , _ , , . . . . . o rncn .:,. STA :. , 10+00. 000, LAT , A :.. , : r': 1 o -4om FL 434 . 541 =STA 120+88. 228 SYS 53 n . ,�•, . " J S ly0 c � -,v (4LA-hD „ ..!'�� - . , �n m . , . ., � STA 10+06. 2 LA " A ' , .. ,. ... .. . 1111 .. . . x p �$ Zml, z rn C � nc� L 435, 26 �S A 0+ 11.1,.0 . ,. .. . ..9. � .., m, . wry., m om T .�N �. ,, .,, - . OL INLET , . • : N -� o z�� z : _ (' �. ? �, = . R I_M 4374 849 : _ : ,., - .W. Zm : � V • . . . . • , . . �is , •. � ., . , , � . .�-r. -�-T • 1 1_ 1 1 • ., . .� .,_• . • • ;.. _ , .�. , 1 ♦ _� . - • • 1 1 1 1 . ,t. .,z.. ,t. . r O (1 N _ 1s , . Zj, ... ., ZWNo `° oA. : - a' � to �. : : : : �m D m •: „� ;. ... : - . , 1111.. „ .� . .,. . . . .. ., . : . . x a . (7 � � , 'J < � V V 1 .111- . >. .. � .. •�. ,.a , ,-, ,�, t- ...i, .,,4, .,,-,�.,,. ,.� ,•,, .fr.s ., . . .�,. ,<. .}, ,t ,s ,.,#., „ n'i w p . rm O X _ _ .� _ - . "1 -� �_ 1111 .., .., ,. . . ., - «. «11 11 , . 1111... :. 1«111 D r � i , . - - - - e - _ _ - a• i ..t 1111« rr .Y, i . a. ..t r fm� v . . z Z Z - . ^ . .., 5 I -I - m V1 : , r , y. mY, w m O . ,1 .:: ,. t J - _ . -i, ,, e.... ..a. .,.aa .r,. -,a., _, . .a., .._ .,. _.s ..as .. ;i.,ad. w ��m - � m" D - : : °° L _ - e.x. ,.. r. ✓. 1111.'. ,-.r r�" ♦ N m : 0a � a . - . . . . . , . . v W Ln o LAST REVISION 12- 30-98 DGN F i LE _ > J s \30_seg_5\cadd\h i gh I and\assoc\high 103. dgn 1 FG CONCRETE, RCP OR CSP 300 mm X I I MAIN LINE L A L B I MAIN LINE COVER ' t I 00 moo ��\ CLASS MORTAR' C ' j 1 D �= N, i�� 1 5 mm MIN • Cl) . �\\i �1\\ I o SEE NOTE A BARS Or (SEE NOTE NO 1 ) STA POINT B SEE NOTE 4 I 0 BEDDING OF ° 4 B < 45. D o r �1 I '� I rn OD ID m � INLET PIPE ° I + o �\ •� , — o ( y ELEV Sw o V) SEE NOTE w � H D D w a BACKFILL WITH ' x 0D MINOR CONCRETE F- 100 mm b.j PLANi CASE I UNDISTURBED EARTH A RCP PIPE BEDDING ' o m } SECTION A - A om FRONT VIEW Z w SECTION B - B :D a-iLn w CASE I I� = MAX. L i FT LOOPS Q U o U I . D. COVER t A BARS L P (SEE NOTE NO 2 ) FOR OUTLET SEE (mm) (m) (mm) (mm) CATCH BASIN DETAILS 1200 I . 5 I * 15 a 230 nm (SEE D- 75 ) OR 3. 0 I * 15 a 150mm 450 LESS 12 # 15 a 150 mm o I # 1 5 10 1 5 0 mm i 350 I . _ w (� 1/2 OD MIN. ° TO I # 15 a 1 mm 500 D wD. ° D. ° D. D �� CATCH BASIN FLOOR 1 500 I i 0 I mm Z a O 0 I . 5 125 # 15 a 1 0 mm ° 1650 3. 0 I # 15 a 150 mm 550 L, z BACKFILL D v ° o. CONCRETE D / 125 # I5 150 mm • w RCP OR CSP D. / D. ° D. °. 0. ° 1 . 5 125 * 15 a 1 0 mm - 150 mm 300 mm D D D I800 3. 0125 # 15 Q 150 mm 600 MINOR CONCRETE o 4. 5 125 1 #20 150 mm N Z PIPE BEDDING ENCASEMENT /- ° • Ir 0 ( SEE NOTE 3 ) , > 150 mm / o D / ° NOTES: LIFT DETAIL OD ° / I . REINFORCED STEEL SHALL BE CENTERED IN BULKHEAD WITH HORIZONTAL " Al BARS TOWARDS OUTSIDE FACE • (SEE NOTE i ) OF BULKHEAD. - / c, SECT I ON C - C /-/ 2. LIFT LOOPS SHALLBE WOVEN STEEL CABLE WITH SAME MIN. CASE i 15 mm MIN DIAMETER (d) AS " A BARS. WEAVE CABLE THROUGH o SEE NOTE / HORIZONTAL ' A" BARS. COAT EXPOSED PORTION OF CABLE _ / LIFT LOOPS WITH BITUMINOUS PAINT PRIOR TO v �- B>45' BACKFILLING TRENCH. NOTES - - - - - - - - - - - - - - - - - - - - -/— - - - - - - - - - - - - - - - - - o 0 z CONCRETE BULKHEAD CITY o � 1 . THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS CASE 2 N DESCRIPTION of REVISION DATE moo. 10 ~ OTHERWISE INDICATED. IF A RADIAL ENTRANCE IS NOT INDICATED 0 SCALE SAN BERNARDINO ASSOCIATED GOVERNMENTS c � THEN ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS. 444 NORTH ARROWHEAD AVESUITE 203 r SAN BERNARDINO. CA 92401 z 2. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE r DIAMETER OF THE INLET PIPE PLUS 30 mm MINIMUM TO 75 mm MAXIMUM. " 4 „ CITY OF RANCHO CUCAMONGA e 3. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF ,CL LAID WITHIN THE MAIN LINE TRENCH OR IF LAID ON FILL WHICH HAS NOT QtrjC Ln BEEN DENSIFIED. �► DRAINAGE DETAILS 4. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF I a MAIN LINE PIPE. ROUND EDGE OF CONCRETE PIPE OR RCP. QROFESSIpyq D - 4 5. ALL CSP AND FITTINGS SHALL BE GALVANIZED. = APPROVED BYs DATE ^ CITY ENGINEER RCEi 24953 L� 6. STATION SPECIFIED ON THE PROJECT DRAWING APPLIES AT THE INTERSECTION �; PHILIP Y. DOUGLAS �, " �, oESICN PLAN PREPARED ot►- eEcarIENDED a OF THE INSIDE WALL OF MAIN LINE PIPE AND THE CENTER LINE OF INLET PIPE. No. 23418 v ASSOCIATED ENGINEERS - � JUNCTION STRUCTURE � EXP. 12-31 � oRA.N 3311 EAST SHELBY STREET :'LEFT LA- X x sf�j CIV � ONTARIO,MM 9cCALIFORNIA MOs9«I-040 17 of 30 z NO SCALE OF a� R.C.E. No _ LAiF \F� CIIECKEO PHILIP M. DOUGLAS 234 1 8 VIC DATE FILE ND 40 S' CO V) Stot l on r Cu w O � I M Exc N Emb — FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _ > $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS L I I r I r I r I TIME PLOTTED = > Thu Jan 21 17: 07: 04 1 999 CU 08326 EA 443431 A � F BARS 1 E q I � 1200 NOTES, I ° ° - - - - ALUES for ' A" B C D I D2 E L M OR P AND ' X' , MI6 E BARS � - - x F D I F 100 mm C-C ° . ° - - - - - - ELEV R , ELEV ' S' , ELEV ' A' , AND ELEV ' B' ARE .SHOWN ON DRAINAGE PLAN. 125 mm X 50 mm I TIE BARS , ° o 2 ' - - TIE BARS OPTIONAL LATERALS: IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, ACCESS SHAFT PIPE SEAT T � OUT I SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. LATERALS BE DESIGNATED ON DRAINAGE PLAN AS .T - - - - - _ _ _ _ _ - , B o I ° ° � -� - EDGE OF T RIGHT OR LEFT, FACING IN _ OF SPUR o I CONCRETE HE DIRECTION OF STATIONING. • � �� ° °' —'� 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTERLINE OF MAIN T B T � _ _ _ _ _ _ _ _ _ _ _ � X16 H BARS STORM DRAIN WHEN ' DI IS 1200 mm OR LESS, IN WHICH CASE PLACE 4E BAR • S 900 mm LONG SYMMETRICALLY AROUND SHAFT AT 45' WITH CENT 1 � � ER LINE. D BARS %If SECT I ON - o I 1 G G PLAN 4. LENGTH L SHOWN ON DRAINAGE PLAN. >- `) V (RING AND COVER NOT SHOWN ) °D � � 5. DETAIL ' M' : WHEN DEPTH OF MANHOLE FROM STREET GRADE TO TOP OF BOX w o w J %� CONC RINGS & IS LESS THAN 875 mm FOR PAVED STREETS OR 1050 mm T FOR UNPAVED STREETS,'� 150 mm ( TYP ) 150 mm ( TYP ) MH FRAME & COVER CONSTRUCT MONOLITHIC SHAFT AS PER DETAIL ' M' . WHEN DIAMETER ' D I ' I S I — _ 125 mm X 25 mm R I NG SEAT 1200 .mm OR LESS, CENTER OF SHAFT SHALL BE LOCATED AS PER NOTE 3. > � _ _ ' _ �( :` 600 w Q P ST GRADE o F BARS MAX MIN 6. REINFORCING STEEL SHALL BE R x I I � � � �� v FOR PA CLEAR FROM FACE F OUND, DEFORMED, STRAIGHT BARS 40 mm • PAVED STREETS 280 mm 21 5 mm 0 CONCRETE UNLESS SHOWN OTHERWISE. TIE BARS o T '� SHALL BE * 10 & SPACED 450 mm ON CENTER �. I I a FOR UNPAVED STREETS 405 mm 380 mm DETAILED BELOW. S OR CLOSER. STEEL SCHEDULE I TIE BARS– 4 ' + I 7. EMBEDMENT _ . ° ° SHALL BE 125 mm FOR D2 - 2400 mm OR LE 0 x �E BARS D2 OVER 2400 mm. SS & 200 mm FOR H BAR ° TABLE OF VALUES FOR F AND T I a wo o N ' "-� -� - - _ �_-�I_ , L� 4 8. UNLESS OTHERWISE SHOWN STEPS _jz - _ - - = D2 OR B F OR T D2 OR B F OR T LOWEST STEP SHALL NOT BEMORE THANL4BE PLACED 300 mm 0�1 CENTERS. THE Z4. 450 120 1 500 240 THE SIDE OF THE MANHOLE FLOOR. 00 mm ABOVE THE LEDGE AT ROUND EDGES .- . .° 600 135 1650 260 RINGS, REDUCER, AND PIPE FOR ACCESS SHAFT SHALL BE SEATED IN 1 : 2 I < o m I B BARS TO 75 mR , ° , If % 750 150 1 800 280 9' CEMENT MORTARAND NEATLY PAINTED OR WIPED INSIDE SHAFT. _ Q D BARS 900 165 1950 300 1050 190 2 100 320 10. STATIONS OF MAN C BARS III M_ '� HOLES SPRING LINE •� 1200 205 2250 335 OF CENTER LINES OF MAIINOLINEWN NANDASPUR.INAGE PLAN APPLY AT INTERSECTION F D2 F SEE NOTE 12-11350 230 2400 355 ° ° II FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. w PLAN ° ° o 12. BODY OF MANHOLE INCLUDING x - - - u a (SHAFT NOT SHOWN) CLUD I NG SPUR, • SHALL BE POURED IN ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING Z LF F AT SPRING LINE A CONSTRUCTION JOINT WITH LONGITUDINAL KEYWAY. w � 13. ELEVATION 'S' APPLIES AT INSIDE WALL OF STRUCTURE. i 600 MH FRAME & COVER DETA I L ' M ' ST GRADE (SEE NOTE 5 ) 14. MANHOLE FRAME AND COVER PER STANDARD PLAN B7- II DETAIL 'U45' . � Z15. STEP DETAIL PER STANDARD PLAN D74C AND D75. w 0 16. MANHOLE STEEL SCHEDUL SHAFT DETAIL, SEE SHEET D-6. o E DIA B OR D2 A & B BARS C & F BARS D BARS IL 450 mm TO 975 mm * 16 a 75 mm X16 a 150 mm * 16 a 75 mm MIN 875 mm FOR PAVED STREETS 1050 nxn TO 2100 mm *20 75 mm # I # CONC RINGS ° 6 0 150 mm 16 @ 75 mm & REDUCER Min 1050 mm FOR UNPAVED STREETS 2250 mm TO 2400 mm #25 a 75 �t*20 ( SEE NOTE 5 ) TIE BARS - I 150 mm *20 a 75 mm c: 0 @ 450 mm ' o 900 mm PRECAST CONC 0 PIPE MH L C & D BARS I 125 mm PIPE SEAT a , 125 mm X 50 mm PIPE SEAT D BARS L x z Lc) 0 D BARS C BARS Q U O arc LL ° . ° -4---o----�--- , °. ° . ° A BARS ° TIE BARS f- DESCRIPTION OF REVISION C I Tr 0 it .7 — — —r —�I-• —ti—— ° 4 .Q �--' • ' .�. DATE "IrsorEN i ° ' 1 ° I I ° ° ° ° ' ' SAN BERNARDINO ASSOCIATED GOVERNMENTS C 1— ° ' - -.-° — �' + "� �" -: ° i TIE BARS i i 444 NORTH ARROWHEAD AVE O W T i E BARS e ! e ROUND EDGES SUITE 203 - - , t F BARS TO 3" 13 SAN BERNARDINO. CA 92401 1--- CITY OF RANCH L Q ° 4 1 ELEV ' A ' I ' ' �� , 0 CUCAMONGA ELEV R m ELEy S B BARS •trlc 0 Arx a a i 1 Q ° 4 ° ° , ° ° i t 1 In _Q a ELEV ' B ' DRAINAGE DETAILS a I z44 1 ~ EMBEDMENT710 ' o a .. QROFESSIpNq _ 5 1n TIE BARS SEE NOTE 7 D OF SHAFT EMBEDMENT y APPROVED BY' - DATE J F F SEE NOTE 7 CITY ENG I NEER EMBEDMENT W HILIP Y. DOUGLAS RCE 495 N V SEE NOTE 7 LONGITUDINAL SECTION r tesla+ PLM AMD w. DE�� SECT I ON N -M- P - O No. 2341 $ w xMANHOLE � Exp. 1 -31 -oI SSOCIATED ENGINEERS � 0"mAJ 3311 EAST SHELBY STREET f11EET u. �W-- (PROJECTED ON P-P-Q) Jl \! ONTARIO. CALIFORNIA 91764 NO SCALE j�, C 1 v jL �� TEL Moil980-1M . FA&MM 9«-M 141 cr 30 z N1 Stat Ion OF CA\,\�� PHILIP M. DOUGLASILC.E. No 23418 1 W Cu ` DATE FILE NO Z Exc Emb ' O W M 1 J N FOR REDUCED PLANS ORIGINAL . O 20 40 60 80 USERNAME _ > $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS I I I I I I I I T I ME PLOTTED = > Thu Jan 21 171 07s 10 1999 CU 08326 EA 443431 MATCH EXIST MANHOLE FRAME AND COVER ( TYP ) (SEE STD PLAN 137 - 119 DETAIL U45 ) 260 mm - - - - - - - - - x (TYP ) o MANHOLE FRAME & COVER - - - - - - - - - - - - - - - - - 'n ( STD PLAN B7- 1 I , CEMENT MORTAR DETAIL U45 ) 127 mm OMIT UNDER NOTE 2 CEMENT MORTAR w - - 'Z mom -� OMIT UNDER NOTE 2 STD CONC RINGS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _- - - - - A m 65 mm MIN 230 mm o mm A a 600 mm MAX 450 mm Ill CONC RINGS 1 - - (TYP) - crQ 150 mm ° 600 mm b. 150 0 > - X10 TIE BARS o. MIN 230 nm - - - - - - - - - - - - - - - - - - - - - - ~ � >'° 4 REQ' D MAX 450 mm _ _ _ _ _ _ _ _ - D . � 2100 mm RCP - , z • 7 5 mm • � . 18 m o * 10 COILS - ' X15 WIRE HOOPS 0 0 o b 7 REO ' D �'-75 mm °: } w PLAN `O o. ECCENTRIC PRECAST CONC m - L N EXIST DOUBLE 0 •o. O CONE REDUCER I o wwc 3. Om X 1 . 2m RCB .o , . w ,' I 100 mm - w MATCH w a EXIST cr 0 ( TYP ) B 80 mm 900 mm 80 mm 150 mm �. 900 mm 150 mm No— x w 260 mm = MANHOLE SHAFT i. - �.. ( TYP ) VARIABLE LENGTH SECTIONS b. 100 mm VARIABLE LENGTH PRECAST c ° ' _ _ _ _ _ _ - - _ - OF REINFORCED MANHOLE �.--- ; CONCRETE SECTIONS 0N. -�; 127 mm SEE NOTES 2 AND SHAFT WITH STEEL STEPS b D 6 FOR STEEL ELEV } ELEV REINFORCEMENT STA w °° STA tr ° o j a w o 0 100 ,r, - - 100 mm -iz w U - U B125 mm 180 ` _j V) = 2100 mm RCP SECTION A - A EXIST DOUBLE E Ual U 3. Om X 1 . 2m RCB o In MATCH EXIST RCB VERTICAL SECTION VERTICAL SECTION I � - - — - - -r - - b . OF REINFORCED CONCRETE OF PLAIN CONCRETE w ! 2100 mm z LL RCP -;' Nm ECCENTRIC MANHOLE SHAFT ECCENTRIC MANN a x b1. C OLE SHAFT crZ11 ►► w W = \ ►► ° . ►• o. . \\a IF , ,, ° ►• NOTES ---------------------------------- 1 ~ m I . ALL JOINTS SHALL BE FILLED WITH CEMENT MORTAR NEATLY Z SECTION B - B POINTED OR WIPED ON INSIDE OF SHAFT. ir 0 W NOTES 2. COLLAR OF CEMENT MORTAR AROUND COVER FRAME SHALL j 0 BE OMITTED IN PAVED STREETS. I . THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, A, SHALL NOT EXCEED 5. 45 ' . 3. STEPS SHALL BE 4 BEND 20 mm ROUND, A G LVANI ?ED STEEL 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER THE STEEL SHALL IN ACCORDANCE WITH AND ANCHORED NOT LESS THAN 150 mm IN THE WALLS OFSTRUCTURES. UNLESS OTHERWISE SHOWN, STEPS SHALL I c STD PLAN D81 FOR RCB WITH SPAN - 3m, HEIGHT = 1 . 2m. 1 BE PLACED 300 mm ON CENTERS. THE LOWEST STEP SHALL BE NOT MORE THAN 400 mm ABOVE THE LEDGE AT SIDE OF o 3. THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE EXISTING RCB SECTION TO THAT OF THE MANHOLE FLOOR. L 1 � RCP WALL PLUS IOOmm ( 4 ' ) . 4. ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY r BE PRECAST CONCRETE. FOR UNREINFORCED SECTIONS, 10, U ova 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. THE MINIMUM THICKNESS SHALL BE 150 mm. 0 � x Z 5. 75 mm RINGS NGS SHALL BE REINFORCED WITH ONE 6 mm ROUND DESCRIPTION OF REVISION DATE 5 f ' = 28 `mo °C o. . c MP a (4000 PSI ) AT 28 DAYS AND THE CONCRETE SHALL BE IN ACCORDANCE WITH THE CALTRAN S STANDARD STEEL HOOP. 150 mm RINGS SHALL BE REINFORCED WITH c SPECIFICATIONS FOR CONCRETE STRUCTURES 2 HOOPS. SAN SAN NORTH ARROWHEAD AVE BERNARDINO ASSOCIATED GOVERNMENTS c SUITE 203 c U �? 6. ALL STEEL , EXCEPT LONGITUDINAL STEEL. SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615 ) SAN BERNARDINO, CA 92401 r AND SHALL TERMINATE 40mm ( II/2 " ) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE Q SHOWN, y a ✓r CITY OF RANCHO CUCAMONGASTANDARD MANHOLE SHAFT o No SCALE elf 0 7. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES SHOWN IN .101ric Ln STD STD PLAN D81 AND THE CALTRANS STANDARD SPECIFICATIONS. 1 a DRAINAGE DETAILS Q 8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES �oFEss�o - M Q H D 6 Z ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, IF ENGLISH UNITS ARE USED, ALL .. VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. APPROVED BY - DATE � CITY ENGINEER, RCE 953 ^ PHILIP ML DOUGLASN Q w DESIGN PLAN PIIEPAQED w. RECOMMENDED TRANSITION STRUCTURE - RCB TO RCP "°' 23418 Exp. I2-31 -01 0� ASSOC3311EAATEDST Ls ENGINEERS REET �T x NO SCALE f p ONTARIO. CALIFORNIA 91764 W l4l CIV 1�- �� TES.►9M sa-W • Fix.MM s«-M t 9 � 30 z H OF CAS-�� G PH I L I P M. DOUGLAS�CE. 23418 DRAW 1 NO NL 0 V)) $tatlon DATE FILE NO �— 65 OD Cu v' W M Excl cr M ►- I Emb < N J FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME = > $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS I 1 I 1 I 1 I 1 I TIME PLOTTED = > Thu Jan 21 1 7: 07i 1 6 1999 CU 08326 EA 443431 TOP OF GRATE EL x FS EL SPCL GRATE 0. 100m MINIMUM 50mm x 'IOOmm HEADER BOARD 0. 050m AC 140 mm 140 mm OCP PIPE INLET 60 mm 116 mm (TYP) 25 mm x 60mm SLOT a BT T I CV3 KA 13 —El In rA IN PIPE TO RECEIVE LUG 19 0 El w SECTION A - A FORM NOTCH IN JCT BOX 30 mm 15 mm Ln 890 mm ca t > 5 mm 5 mm p L0 900 mm w cr LA SECTION B - B L p FLOW E WITH RCP OR JUNCTION BOX x LJ o F- • a — p (I i I4 E - — SPCL GRATE r >- GRATE o �•' i '� • '� w o m A _� �_ A N 3 mm 1 ' 100 mm X 15 mm BARS J Z FLOW FLOW Uj U - U E I i Q w i o B - I B NOTES: U0 U IE I. GRATE SHALL BE PLACED SO THAT BARS ARE } — 20 mm BAR 140 mm CTR \ E PARALLEL TO DIRECTION OF PRINCIPAL THRU DRILLED HOLES ,� o SURFACE FLOW. FLOW '� i Ln 1 �rl- , 2. WEIGHT OF FRAME AND GRATE = 96 k9 1r 1 . 0m 1 . 0m 60 mm , W 75 mm X60 mm X10 mm ' W z d. SOmm x l OOmm 2. O m I HEADER BOARD SPCL GRATE PLAN z PLAN W �M I W enZ W 0 DEPRESSED AC APRON SPECIAL 900 mm ROUND GRATE ( SPCL ) > ' NO SCALE NO SCALE c v► v ti _o L Q x O Z N DESCRIPTION OF REVISION DATE CITY wE0. 0 SAN BERNARDINO ASSOCIATED GOVERNMENTS c 444 NORTH ARROWHEAD AVE 0 SUITE 203 L SAN BERNARDINO. CA 92401LAJ _77 p� t , r~ � � CITY OF RANCHO CUCAMONGA o •tdd / DRAINAGE DETAILS I 7- QROFESSlpN DM / APPROVED 9Y* 1 4' _~ ,�4� RCE, 24 53 J PHILIP Y. WJGLA5 l , CITY ENGINEER tet, M w _ GES 1 GN KAN PIIE►ARED w. RECOMKI Eo W v ° No, 23418 " ASSOCIATED ENGINEERS t� Exp. 12-31 -01 DRAIN 3311EAST SHELBY STREET SHUT OONTARIO. CALIFORNIA 91764 x ff CIV 1`- TEL."m goo-fm •FA&NOM SO-*" 20 w 30 z Uj Q 4lF OF CA`\F� CNECKD PHILIP M. DOUGLAS ILC.G NO 23418 SING N& 0 N Stat Ion DATE FILE No /G(i s °° Cu 1 � ' o W Exc M M EmD < 04 J FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME = > $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS I I I I I 1 i I I TIME PLOTTED = > Thu Jan 21 1 7: 07: 21 1999 CU 08326 EA 443431 P Sol , 12 . 1 13 CONSTRUCTION NOTES CONSTRUCT 150 mm A.C. PAVEMENT TYPE 'A' OVER 150 mm 610 rrI \ CLASS 2 AGGREGATE BASE. li 11 m RCP S36-50'53"E 31 14 � \�. 11 CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS STD PLN D72. L-4270 mm H-1370 mm ` m \� `• 12 CONSTRUCT GUTTER (IN GRADE SAG) PER CALTRANS STD PLN D78 INSTALL 610 mm 0 RCP. CLASS III, 65D PROVIDE DRAIN OUTLET OPENING AT WING WALL TO FIT 610 mm • RCP allS ` � 17 REMOVE OBSTRUCTING ROCKS AND DEBRIS AS NECESSARY AND GRADE TO DRAIN o 139+57.32 `.'. STORM DRAIN STATIONS USED IN THIS SHEET ARE STREET STATIONS \ \ I LATERAL" A► PLAN STATION 139+82.78 SCALE 1:100 (SEE PLAN SHT 4 OF 30) -15 -10 -5 0 5 10 15 20 25 30 35 40 45 I31.78 m PL (PARALLEL TO PIPE) gt CL PL PL Q 1 m 3.0 m- 4.0m 5. 10 t6.0m EL. 411.00 GRADE TO DRAB+ 2 .411. 00 409.76 A.C. SURFACE EL. 410. E 41 .1 410 .,o. a OR. 410.00 � I .00 41 409.96 TC 410.00 - - - - - - - - I / EL 4M.33 *W (TOP) 409.00 409.00 - - _�- -��- - - - - 610 mm 0S . Q= 60 CM � EXIST WANG WALL 034 . i 408.00 408.00 - _ _ 7.62 Hm _ _ TCH BASIN - -♦ GR. 407.00 . 4o7. - - - - � �- - - - }Ex cR_ - - o�-+- - - - - - 4ozo5 407.00 ' 4 I Excess 4em1►+G AROUND EL 406-57 C1°I bid 144D6.00 406.00 PERIMETER OF PIPE AND SMOOTH FINISH TO MACH EXISTING WALL SE�+Tt �+ FINISHED (SEE OUTLET AT WING L,n!Qrj§ - EROEM WALL DETAIL BELOW) 6.40 m S17A. 139+82.78 SC • H01L t . - 1: EXIST. PCC CFIANIrEI NOTE: STA 139+57.32 ALL DETAILS SHALL BE REFERRED TO CALTRANS STANDARD PLAN 1 EXIST PIPE do HEAD WALL 6.40m 410.0 NG 1 .50m PIPE CL 0 REVISED STREET SECTION`FROM *137+01 TO S,r1ll'4� d/Q�[. __ EXIST WING WALL C7 ---------------------- ------ - 409.33 WW (TOP) DESCRIPTION OF RE111SION DATE � ---------------- -------� CITY OF RANCHO C U CAM O N GA ------ , DAY CREEK BOULEVARD 407.62 HGL ' OW DRA�N r ' 407.29 INV. 407.19 WW (Bot.) r L I - - - STA. 139+82.78 LATERAL, PROFILE & SECTIONS I ; -- 406.57 PCC CH. BED I - - � -------------------------------- AID-------- --------- ------- __ _- - - - - 1piE ----------- i7T- -nT -rn- ;Tnen1-� -- - --------------------------------= = �I="'I� I =H�'= =1 I �_ �j _, civ APPROVED 8Y DATE. ` L------------------------------ -- - '� L 111�� 1 L y - - 4i��►� �► �'r ' RCE: 24953 � r CITY ENGINEER .. �LG.0 „ GROUT AND SMOOTH FINISH o N0' Z4oS3 z DESIGN J PUN PREPARED Bfr. RECOMMENDED EXCESS OPENING AROUND PIPE SEG"I'IONS B-B p�� ', � Exp. 12-31-01 � ' ftV CITY � RANCHO CU`��VI/� TO MATCH EXIST WALL FINISHED. SCALE: 1sp C1V1` �oLr=AT WING WALLr DRAWN 1� CUCVIC AMO'�GA, CADRI9t730 s"EET CHECKED NO DRAWING NO. CH ,� 1665 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 - - + EL. 403.00NEW EP EL. 403.00 ' r FL PL CIF 402.00 - 3.19 m 4.00 m 3fi.fi�- 13.39 m - 402.00 PROVIDE 60 mm UP FROM `G (PARALLEL TD PIPE) (PARALLEL TO PIPS a.sm R GROUND LEVEL a�re a.w. a.a a.w. I 401.00 ------ -- -- - - °'�h - 401 .00 �j CL M j CLQ (DAY 41 D mm ")� -�� ----�� n w. �wr u.w. .00.01 2x .moo (FS)a.w. _-�--- 399 6C �x 400.00 - - -- - . - 400.00. 399.00 399 0o 399.00 -Vv I tb POTHOLE PItlOR M EXCW.) 0 12' (XZ mm) WATER UNE (NOT 398.00 675 mm0398.00 A§l �� L-5.56 m 9� -- - - - =0.028 0 HGL -- - - 397.00 ��, 0- 1.10 CMS O 46@ mm i � - Sat4 , 7 EXIST BOX CHANNEL 397.00 8 g "� JOIN A , + L*49.48 m - _ -- 39"11 TW L /y CMS Q*2.80 - - - - 7 396.00 (SEE SECTION LAT. "C" BELO�f) 1 I - + -- -� - --- __- - - ----- I - - �J. -_ - � 396.00 INLET AT STA. 136+00.52 "°` ►► ff ti T LAT B PROFILE AND SECTION LL_ SEE PLAN ON SHEET 2 OF 39 r -- ,y •""'A - - 395.00 SCALE: HOR. at VER.1:100 �" 394.30 Chon. Bid NOTES - � - 0.91 rrr-- -. 394.00 ALL DETAILS SHALL BE REFERRED TO CALTRANS NOM� ROC 5 STANDARD FUN AT SLOPE : 300 mm - --- 393.00 AT CHANNEL BED 400 TO 800 mm 0.90 m OUTLET STRUCTURE AT STA. 136+00.52 o� oti CONSTRUCTION NOTES: F \ \� 4= mm -� O9 INSTALL 460 mm• RCP, CLASS III, 65D \\ \39 CONTRUCT JUNCTION STRUCTURE - PIPE TO PIPE INLET PER APWA 331-2. B-460mm 0 (from pipe Int. WON tto \ t000mm Min. m . A- 56• (FIELD ADJUST IF NECESARY) AS SHOWN ON PLAN SHEET 2 OF 39 o mw d of WON)(from gyp. on- 10 CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS STD. PLAN D72. L-4270 mm, H-1560 mm I { 3".60 Ts j \ ® (SEEPLACT CO ECTET THIS ROCK SLOPE PER CALTRANS STD. PLAN 813-2. D- 300mm, T- 450 mm _ 2 \ '\�Oc3`� - © REMOVE OBSTRUCTING ROCKS AND DEBRIS AS NECESSARY AND GRADE TO DRAIN \ A Cp _ - - r--- i 23 17 ® CONSTRUCT TEMPORARY CMP RISER TYPE 08" WITH 410 mm DEBRIS RACK CAGE PER CALTRANS STD. PLAN D93C (SEE PLAN 7 SECTION ON THIS SHEET) I V A \ 396.62 IW ® CONSTRUCT PIPE HEADWALL PER CALTRANS STD. PUN D89 I EXIST C�IANNEL � 7.a H-1185 mm, L-2850 mm, D-675mm i \0 ! 396.87 ROCK EL` �- ; 396.87 ROCK EL � G a ® INSTALL 675 mm RCP, CLASS III, 65D \ 398.51 TB I 396.53 TB CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS STD. PLAN D72. L-4270 mm, H-1677 mm l1 poo rnl^ � 396.87 IL CONSTRUCT GUTTER DEPRESSION (INLET ON GRADE) PER CALTRANS STD. D78 (Tyo-) \ e4 (�cc) INC E tuJ INSTALL 975 mm RCP, CLASS III, 65D 394.90 ROCK .90 RD� EL PLAN 4.9a CONSTRUCT PIPE HEADWALL PER CALTRANS STD. PLAN D89 39 1.46 TF O H-1485 mm, L-4800 mm, D-975 mm (FIELD ADJUST IF NECESSARY) 1 4 1:5 MAX I \ �� 7 S. (/L+ S01 0 LET (il -- - - --_- 396.62 IW EL F' 1 (WILL DISSIPATE AT TOE) 396.56 Roar ELFL ON 97.57 Tw % r ` \� 1 5 STORM DRAIN STATIONS USED IN THIS SHEET ARE STREET STATIONS 3o6.a7 ROCK EL - 1 SECTION A-A ±5:201 rin �� 1 L-t.9tl m 5 50 ROCK EL P1 /L .50 ROCK EL- !I i -10 -5 0 5 10 15 20 25 I c1i 00 Ln Ln EL. 400.50 F. 400.50 j 0) Ln O i -- --- --_ -- -- - - -- - T) � � O 0) (7) � 400.00 - - - - - _ � - - - Ln 400.00 Ln Ln 399.50 - - -- - - N 399.50 Ln -- ------ 4 6) + 399.00c4 _ - __ 399.00 - ------ -----._ _ ...--- --- -- --- -- - -- PLAN 398.50 - -- - - - - -- - - - 398.50 OUTLET STRUCTURE AT STA 135+55.80 398.00 - --_ _.._------ - -- ---__ ------ _ __--- - ---- - - --- - + -- - 398.00 SCALE: 1 : 100 - - 397.50 A. 397.50 DESCRIPTION OF REVISION DATE CITY 397.00 APPROVED: 460rT Zri 0 RCS# +(I 48=c-- ---- - AT- 396.50 - 396.50 CITY OF RANCHO CUCAMONGA 396.00 396.00 LAT. „c„ DAY CREEK BOULEVARD SCALE: HM 1:100 STORM DRAIN VER. 1:50 STA. 136+00.52 LATERAL PROFILE & SECTIONS APPROVED BY: / / Q ( �' DATE: 'i CITY ENGINEER �-�, \ �/2 RCE: 2 953 Exp. 12-31-01 �I� DESION PLAN PREPARED BY: * RD crviCITY OF RANCHO CUCAMONGA �- ��/; 10500 CIVIC CENTER DRIVE -� DRAwN RANCHO CUCAMONGA, CA 91730 $FEET RD 9 OF__232 BCH DATE FU� �1 fi65 E . 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