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I I 4 -F I ­ - - j 4- - � - �.. - -T. - t-. ,-- -7111. ­_ - I__:�... � .. .:�� I E) . f .pf ��j �..__ . - ­ ... - -.-4+ - - - 4 :-i � -,.,I.:. -.1''.-:. i,--� - - : �- - it MATCH PIPE TO BE CONNECTED) - -11 - __ __ - - ''" C4 1 .�� - Z_a9l-, 4_,�� .1- . . I . _.�_4 ­ - *-.- =j-... - - - : ,:A :.�__. _. -_V4 ptj 4 - 11 - *** - .. I " I'--'4- --. - r -4 -- ,, -- -;-Z-.4. - .. - -ff-.. __:f. .. . --11 - - -1 P .. - - ....I ­_ 1.- ,J _ I— --1, IL - _. , - - 7 - - -�, -1 I . ­]�7- +�_,1�. rj i , - -I- - t_.t li, -I---- r-,- - -----L - 4 .....A- - . + ­ 4 ­ -I -1 � ,;k; 'I __�. .....4 . - - ..I -,... 1 4 4-­ - -Ii,---L-��- . - 4i.. i :=m 4 ::,- - *4 ..4 - - -_j........I .--j _. __ ... � - ­ -...�.__� .1 ­ AN II RCB IN PIACT. NSTRUCT TRIPLE ROW . - ..] ;� _: - 4 _ -.1.. ....4 ., A i .!.. ...f - -f _!� AND MORTAR BULKHEADS AT EACH END. REMOVE ALL EXPOSED J! - � � . - I _i-_44---fi-i % I - - - i .-1 I-, _A__1 I ��,::-.4 --.:.t::.-. I..,-4-L.I.- I -'a ,I I . - ,.... , - .. _:,. , - . L__ I - -, , � _J . - RR CK , !0-t*-,_ ­4�' , - sl _- �� . - .- A - ,t - 4 � L� �>,- 1_4 -st - - 4�,_� , - La I . I - I - :.. ....1 ,.,�; � 4 1 I - 84"RCP11200b) -4 -J :� - I I :�..I :, ,_1 . - , - _- - . : , ... -,io -0. A__1_7r -- / . i .i sk_n* a . . I 'I__ ,_ E I 4t -+�4 j � *_T5 - ..t; - -1--ri V - - -1 .: -1 .. . 1: j I :_I - ,�, )n), I - __ ft ... � I I 8 (�_-- '/ r- ;? 4 1.�� S G M �_ : .. (ULT.) ALL RESUL �� �� w RCB. BACKFILL 4c , 11..1-�1 _,--_ -28 r__: 30 3t 1302 0(IN T) =504 CFSV(INT)0 i I �_ C.B. 8+59.17 ST. STA.(FUT.) 35 p: 36 37 i: P �:�_"�������������������������������'ll""I'�������������������������� cr s O(INT) = 504 CFS 1 4-7' 1 43' I 11 I ,,-_- ' n I D X:r ---,,* ��5 (t CATC14 SASIM '3405.3.9 - I- 14' V--T 5' U- - , U. COff5L1(UC`T MANHOLE 100. CIY s . . ,,,,, A ca , - - _ -4c . log" R.C.P ( 1200 D) 1`0 - 21 - v- 8.5, -< I.- � _j CONSTRUCT MANHOLE NO. 4 IPIM CITY ZTD 321. (n - N . , I ��T �_ In - . - , \W/SPECIAL COVER PER CHART ON SHT 3 C1j OL� V(INT) - 24.4 FPS 11 E:-���� , � Z3 I - I 1: L hl. DD':j fln . - � � . Li 9 40 A- I �� . �- D -IN . p 15 .< :2 . . 'In � 2 E FI SI C0N5TRUC!T iS7.6-1 LF\ - Vloo= 35.0 FPS cj 23 1 ­ ­ LAT."DR" %_ C.B. 8 �19.11 ST STA. (FUT) lc=n� ' ' D &L qc tp V_ CONSTRUCT 360 I -0. I I 1�: I . . ; .- ' . 11 i LL. - a. �_ 0 8 6 AND PER TYPICAL TRENCH DETAIL SHEET 2. ce ;? . I - KOPIV15P, AVQ5P I i rn >. � c 11 I . : -� M u -J 2: z 1896 CFS -' /#-40' a, =IV �, V--'7.S' wo - 0 :j m - j 0 4c Qio* . 5CAL E -1 I - .. 0 IN - C=� - �4_ F2 -� t� � �y .01- 1. I In e [L I.� ..c LL 0 1 -11 .1� ,� ar 71 5+1 C/014 415Z� Tcfl F I fe- j � '' . . = Li !c �_ � 4K F_- U CONSTRUCT MODIFIED REINFORCED COWMETE COLtAR TO JOIN 102w �1-114 7� _011 I � ��,,� 1-4 -�, - I I r- 100 �_ . u ui ?. kn s I ,,, _� 23 1 ;c- I .1 ..., I I It-, PIPE &t94'.'11 ST.STA. X: ce cm 3 RCP WITH STD 329. FORM INSIDE OF �_') I 11 :r . _� 11�, � A 99L41V P,Ac L-do �_ . - . x � . In Ln D t� in rx V) 3: LAJ "I' .;e Q, . L� �wl it I 53 ,' '�, � 11% � - 0 4- +- - U. -4 LL -1 0 aj 8 0 �c � COLLA3I AS :ECFSSARY TO PRODUCE AN OUTLET HEADWALL WHICH FILLS . L L ,. z 11,_1 Z , 1i z - . I - . , �, _1/ .. .. - C,4 _. c! cz --- z THE VOIDS ETWEEN THE CONNE 1 11 � .. =Ei 0=4 1w " 6 ,4 "i III - . 11 � )..c . �-. � �, ­ I - .t - I () tn q4 LLJ = �q ­ �rl '.1 - I I z : , . I . I I � - _L1 0+18.m t_ KH.- Fri �'o $I an .,:,) T . -16 XMFTER AT THE SPRING LIKE r ­ 21� 4 I �� L I - ATQ PP ltd, I I . .* Z! cl� M ca ,q = b zg j 'D LAJ rA 11 w � REL.0c ­ _ - C-A I ph , +1 � ,I ... ) tf. I - 9 0 E L ­? A . I I . +25.55 ST. STA. cd II vc ck: "', -I- 7 ­ _ % L 1.L 0 >. %L 1 6 _1 I fl- �, 8 .�i - I� 4 m L,j a - (L -*- 0 , L �, � I QL: vl 11� �b; I La �4 �X� ;� BI EDISON I 1 f45. . . <3 u's z =3 .o- P - �,� fL (n ­ 11 f , - - Ii -- _. - 0 .#. c� in in 1, ..I ,�' �­ Q 111, :�: I Ty F. 1. . - . 4. LAT' u . N 19 - ., 0 -*- Z5 Od ta rf W a I " <1 C) 6 . i �, >< "': I DC 426.9 5r.�TA C3 tn -4- ,6 r �5 CONSTRUCT DOUBLE RON BRICK AND MORTAR suLx HEAD AT END OF mcp ;e 9D � L.1 9 cn ,�o 4. "s) to Cq LJ �- cn Lj - -1 - 1. - ,,� w '' . 11 � I . r,% . ,. a-,� , , "" �, , .; Ir )K 11 " b-i 0) atis.Z8 (�_ PIPE . , EX. 24"R.C.P. L k*j 1.� - in -0, te 'D H � CC! 9 to tn 8 STUD OLIT. (DIAMETER TO MATCH STUBOLrrPIPE SIZE ON PLAN.) " .1 002 I Im, -1 cn m Q �wl m U.J .- tu I - 9 + 38 - 99 ST. STA. A � L ' " I LL "I, _�_ EMOVE INTERFERING AND PARALLEL EXISTING DRAINAGE IMPROVE- . - , - , . I I I ,I ; 1� L *_�,_'_­­ ' � j---- ­� - _., L .....I!.--­_.�'11-, _,__ __ _ .. z I L 1. - -1 - - .- - � ­­� - � ­�� - __ 15 , I . . I . Q I . � - .- ­11 I-1 I I.. I le- 11 I .4e 4 .z L k 8 :ENTS. CONSTRUCT 108" RCP (1200 D), WITHSPECIAL COVER _---.� . . _____1__A1q1 � � '0­.-+­­_T;r__1i__ --��� , �V . I I t L I EX. Go P.V.0 / I . / 1, I / � - . ', , . - ; I , PER PLAN AND.PROFILE AND TYPICAL TKk%0cA - (:� 1 4 1 / , ATC4 BA151M (J+ 4. 1 1 DRPON / I . 1. I L I I I . I . ve�*iL, 6,3 e,�-rs, Q) - , "L" I 11 I .11 . � s .. " I .. I I .11 1-1 I - 1110 - ­_ ­ . %, . .1 .1 I .1 11 I I � ,_ I 1� � � - I -S - , I . . �,1�. �,,*�. I . . _____ - RCP (1400 D) PER PLAN AM PROFILE ON SHEET 6 ' - .�, I ,-v �­ ,,, � " I I�, . $1. 6TA. W-21' V, � k f I " 11 CONSTRUCT 63 1 - I I % I �. .0 I r I 11 I ., . il . - I I -1, (iD AND TYPICAL TRENCH DETAIL OF SHEET2. . . I .1 . I 1-*__w_- I 0. ,� t I I -'tz:T 4 -1- --ti, ­ I.., 7-1. I­ ,',,I 7 -"-,- ....... ­L -'- N . I - 5 As\ L I . 1 - ,- .�L . -1 __ - - - I I . 11 . L 1: . - I., , "I I ­. .1 I . 1�1 zt-.1 I IV 1. . .11, - V......:, I V I. - . �� "I , " If - .. ��I ., 11 �_ ,,,,-,,;.......�­ I , k-�- _-­,.-,� ,L ­ I-1- '"""', "..­ -_''-" - _'....jIjq -, ­ -V- -1-11, ­­­ --- -­�"- ,V,­_ -�­ _­, ­" "V L ".. v - , I 1_1 "'& L 1.11, -V, _____1- � ,­ � - , _ _ - �'. .... I N f , �3.�.�7q ___- ,_,� � . - I I ,. I L- . "-.;� EmovE INTERFERING AND PARALLEL EXISTING DRAINAGE IMPROVE- _ 5V_ .;ii� __E __ \Q_/ 4? .W__� . I I , __ , - __0'0...L, __- 1. ,�b __� - . 43 � I I , ___J.� 8 R. � 'L 11 L' ,& 'IT 1� 1.m � I 1. .- __LAT.lu E* I I � , _ ,!�. L *I - .11, - ­ .I I .. I I iial � - . ­ia�, L'' L.,' " � . "I tl ��_... ,.,�'. - ,f 4 .1 I(q....1-41_ - �I ,�L 3 _ � I )l5 . t " Nr r. 1*� .11, " ­� M L. "L I L� I - _!!�J, ,�, TK6pe __­�.__� -'T" -I � I .- I L .;�� 31 2 r " I, .4 L a ,*. I PER PLAN AND PROFILE AND TYPICAL ,,W I . j-- ___ �­ _�; � � __�_ -_ - I .,- 1 - I � dr � ; is .� �_� -I----- -----+- - ._�9_. ____ - i _. 11 . . - ,or__ . - I __ - � !I - - - R- - I____ � , I. � .- # �____ . 13053± L ­ -- C� ­­L''­� V-- _­ " _."­­_ _,­­- ­­­- � 01&Tok-1L_ 003 --,410--e-T 9- - I I 0 � _ . i I ;,,,,, . - - - I . -L I -.----- _- --- I m1.1K - L__ L__ =---- z - . - --- __j L�_ 11L 774- II , - - ---------- i a7�-- -- - I 1��, 8 ZK I I L_ - 11 / L I - I RVCUP15-1-muc"r 1201t EXISI O p / 450± 9 ;i m ��(o _\_� = . M NN VALS, ABANDONMFKTS, CAPS, AND NEW 111- . 4 %_ \'_ - - '-- SECT10% �A%F_ I I q)1 86 *�/ . 5ECTION LIKE --­� / . 4 u or, " , - FU URE STORM DRAIN - K - �j _;;�- _ _.- - iL----( ) - __ __ , , ___ __ __ #.*. -1 � � __- - - � ­ * , - I '... , 04-- Ir I - I,.o I - -_----L%i - I ­ -.. ------ ____-----------(I- ______ . q;T - / .� 1-1 � cc PLACE CEMENT SLURRY SA KPILL BETWEEN TIRE PROPOSED RCP AM . ,:--I __ _ r VV? /. A, ll� / 11" , / It 0 � I , _­ ­ -�­ _", _­'_­___,_­­_­ _­___­_­­_­ -.-'--'-- _­-­-­-­­_'_­_' ­ -­ ­ f � 7 Ul\ I- _� _ L _ 3 z r �_: I ,, , 0 -cc _//r0k t- -W, ___- a I L ,�j � ­­­­ ­­ I I I 11 0 ­�­L , , o _j f /5 '' _f=�'ez �r�----,, - - - - I - I__ - __ I-­- - 11 It . I � .1 -11,11,11 .1 I 11 ­ 11-11,11, "I 'll . -­-I I Ck 9 , -_ __ -, I I , ____� -j."- ­ 'L...L - ­ '' ' ­­­ ­"' - ... -a I '11 ......� - I ____ ' -'- 8 a- , �, . _j - _ , -,- " ,­.......... ....... ­.............­ ­ , , , - - , �:a- -li- - � J-- - iciL - up . I go I . (�� RzwN, znsTm DRAINAGE rKpRovzxrwrs. mAcKr,LL mx "mmm __ . x __----- - I I __ w"'W:&I 'I,' 't- ; � , - - , -(L) -L) IOD Q : , . WITH EXCESS MATERIAL 4 . ,A- __ � - _L- - " ' '­ L - I j - I I - - I, - . I - - --- - - w I *,i-�- 4 . I cj _��-� ENC I I _­ L' 1. e� �_. . , ��, � i IwTWMxG Poznoms Er cy - I -0 ­-......L . I ­" - - � L I . I ­ I I . ­ - I- -.-.,-- TION. DO NOT USX CONTAMINATED EXCAVATION FOR FILL MATERIAL. Le I I C\�- Zz .4� ,�.11­11 ADDITIONAL FILL MATERIAL SHA" BE PER SPECIFICATIONS. - . 11 I L I i _ ' 0: . 4� "t I _'...- _­L'""L L . _­'", " " ­ ­....L---L .....­­. ,. _­..­.'­­ ­­­­,"' �... �LL'"""L - -' L L __ � I - I ­­ ­­_"' _­_­,­_­_­_ __­­__ ­­­ ___­__ 11 ­­­­ _­­ * ­_­ I . '" '_CD � < . fz . - ­ . _­ _. I .-1-.1._ __-4 - , "'LN (� Cro _. : c" :�4 L fx� 8 . 111, I . . D94 CONSTRUCT 94".RCP (IT500) PER PLAN AND PER PROFILE AS SHOWN ,4 (�NIF�241CP 114, 0 (O I I �-- cw a:001 0 CID �� 1�0 . I ; e, ( . I + a c%J I-_ . 4� 0 1 i I 11, 1. q AND PER TYPICAL TRENCH DETAIL ON SHEET 2. � I I _�� . .­ .1 I I ­I 11 11111--1 4N z + am _f a 1�1 � �_ L . * � L _,,,,,,,,,,,8�"b ., , .,. - ' ' ''' - -L ''LL . L - I- I I I ­ -- , -, __ .1 I .1. L 1. - I'll I'll, _­....... ­­' ­ " .1.1 ILL I .f�� . I . ..... I I I I I 1. I . I IL I.. I . 111. C, - I !!�� I I I I I .1 I I .1 .L .. �� � I .( 4- / n ­� 'L� "', ' ' ''' ­ i I. ; .. . I 10"s po in W . . CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY M. DWG-NO 336. N 81 z �, I 11 fr)�00 ui cy z W � � "� I �� , it) W M 4r I I ul� 4_�� �Q'4 1 11 - I 4n 'y LL. �, " I , (9 (DI=0 4" 8 D2=108"). . 1 ' 'L L - .+ I .1 L' I 11 - I I L I . . I - L 11 ­_L - I I .1 I". I , - �, 11� � y �` 14' E. I I I I I 11-1 -1 I 1 ,�4"", 1�_ . . .. y - , " . � .I ,­�­" _._ 11 It I - L L I . 'It I L � . "., .. I . I .L _­LL L '' I ---- L­­­­ ­­­ ­­­­-� -- ­" . ­I _....­­­__­___ ____'_'_­­­­ _­­........'L ­­- ---------L ­­ ­­" I . I Lu .���� L� ,...!0� 4 ­ i - '' I �,,e �j I � - I-I .. - , ,. V):k ,, ,,, , , _ . � I . I I I T . . . CONSTRUCT I E NO. I PER CITY STD_ NO. 334 L .*,�, I .1 I 11 . . . 'L I j'L. 1 . . ­ I I I I - .. � 1. I ,. - 4at - -4 ' �' ' - _­­­­­­ 11 ­1�1_,_' IL �­t_ L_-.- - - � L- I .11 ­ ....L- . L ­.,­11, _­ - ­ I 11.1 , . 1.--1-1 , � , I _r,_ , L" I ­ -, . -,) L L //..� v,I$ =2 4� '�_Ajr "i' �L _t, - '. 'L ­ ,�,_ -1-11,1,,,,-'-,,- ­_'��" '' 'L -­­­­ " " ­" .. I....1 . L I L' L.........­­­­­_­ _' -1 8 _�> L . L 10- �,*4 , � - ,ck ,. ._4, ,,, ..1., I...L '­�.... ...­ -Alk, ; y � Ile,I tL, _, 'L - - . + -, ,, , 1.11 IS' X 3' RC TO 04" 0 RCP) - " ­ 11 __1 '­­­_ �_____,��, -_� � - ?�­ _�­, �� ' �­ ,. , ­" ­­ _­­­ "' ­ ­� ­ ',,- ""- - : - __ ,,, 1.11, .1 11-1 �I--11.11,11. .11.11.1-L I­I I ­­­.. -.- .. . (' r.-""'­_­ ' '�---­­­­ ' L L - .. , ...­ ',-'""L" L ''­­ -," '­ I 1. � 11 ­ ­­ .-1111.11.11-1-1.I- 6 :- : ,, "I , 9 ,- - I � - L � ' A , I L " Q L . , . � ' � �', I ­ I- 1- 0 �� . ,u r I I I - - 1- 1. . I- . 1. =1 I 11 ­­ '�':�L ",''L L, ­ , L, _­­_­ ' '...............L -­­­ ---- _­ '--':- - -----:,L : - ­�: 'I .... ..---1 I -.11 I L' . , � 1) " I­ ­­­ I - 1. I I -1 ­ L - I I .L I—- 1 . .. LL . . . "--.1.-I __ - I - ' L -, - ­­­­ ­­­­ ­­­­ ­­ .­ '' - I I . . . 1.L'....I........' j"' j ...........L_' _­­,"L L -,,__" ad f! - p :.A i ic',I : ­),� % . I k .,),:, >, , -I----. . I eL" . 1 . . I K ,�_. I - 11 ...., . .1 . 11 , I -1 11 I I L I-_ � L. . L 11�_ ­ 1� L �­ 111. . .1 .. . . 1. I ,,,, I ___ '11-11_ I V,,4 I 1_L , __ 1i -_1­1� ­�, I I ... I� ­I I I __ I -I ­­ L I '11, 11 . ­ .....- .1.1 .1 L I L. L­ . 11 - 1 - W­wll--. � . -- ak� - . .� � ,.; 4 - -- ­­­... I L 1 14,( - . . ­­ -- - --, - ,*,, "% ,:" I t�,-0 �, _A� - L + I . I . I .11 '� _ � , �___ "I . W�� I 1, . : �, 1. 1, - ,. ,,, . - 11 \� : 1'�_.I � L .- - � 4 L- L % I � � 1, 4. . I � ) _� ,I I I ­�� -, 'i , :� N "- "' * P ' , LIL I I �'�'L : :z , � , I; % " P: j i I I I I.I" 0 . ; . I I . I L t "I =tl cp I I� NOTE- SEE SHEET Nio. 8 FOR ALL . :0 �i 6.1 � . i . 11 L ;z -ti I.-: � ,�� I !, u ,��SCHANGES FROM THE ORIGINAL DESIGN 411110 - . � __ - Wei _j C,A 11 .� 9 57ORM BRAIN LATERALS OR If .0j In � -11 ��, - y . �, CITY 1�; :2 - I . C�V.� I DESCRIPTION OF REVISION DATE I HAVEN AVENUE =e F3 .c w r- Cli .. , � . JA"Rom . 1: cr - Ict ;i ...L. 11 . . . X� D In -.4- I , I . I I Q0 w ta I,- rn r- : I . ; I . . 00 CC L _+__ . . I OJ __j r� D I 4- . ! I A I 0 a F, !t 1 C3 On li I I ; W, E . In C3 .+. I 11 . � .4 m � I L . L I � ci N I I ] I .+ cr .+ C) cq �. I/ .* I- p p -4. . /. cn In , C3 .I __ I '11/X/ i z il, I . p I � I I �y If STORM DRAIN . : I l ik - 300 . I I - 11--_� . I I I - : I I I 1 L ,-, ! `1 . B - 63" 1 , I 1 FROM STA . 27 +00 TO STAr. 36+00 1 : L j , C = W-5 - ow -�. . - DI - '102" � L If - . = 11 4" BASE 4 INE ROAD - --\ NORRIS-REPKE.INC. . /______r%/c_,4 D z L Con"t1mg Cf%4 Engineem end Lond . � e, DATE' - IV I gob. _ /J�c�,m f ) / - p . r�j- 18231 IRV1NE BLVD. SUITE 2 kq,Q EIS/0A, CITY ENGINEER -/ ,_,�� - RCE. No. 24953 . -4 e . . TUSTIN, CALIFORNI[A. 92680 W. e DESIGN �� RECOMMENDED . (714) 730-6410 4? . .A * R.G.B. 56.35' 39.0 5' 20. 35' CIO 1�_ IF, as 6� 390 42' 26" 1 - 1 '" A - SHEET I at No.C 1%42 r" DRAWN OA 600 go, 00, 45. 00* .. 47. 12' Z 5.5 8' I 41-30AV ap 0 * G 3.A. . 14 -or 20 . - I I - A I R I I T , elm DRAWING NO I - - .1.11- If ,pre-- OL.-K 4-x1!3-9 Z OF CA SEE LEFT -, . R.C.E. NO CURVE D A T A L::l I- A, WARREN W. REPKE, RCC19442 . . I W.W.R. DATE FILE NO-. - 1568 - &:___ � ____ . I- J Al.' o�4�; -/3 I I � - - " I 9 .e -i 1p, & - I T 4 T 47� -1. a I i I A- 141" i f I I I � t I- I I - f - I 9 I � t t f A-A - I I - Ll I A I I I i I I I H I I I t I I �,l , J - i-1 e� I I i . - I + A , i I I I � i --t--,- _T*" . 1 4 4 i r i - - I I 1, I �0 f I f I I t I I I �_ I I I I i I i t::� , I I I 1� P I I I I I t - � I I I I - I . I -1 I I Ell I 1- I I I I I I I I t I I I . I t l A. I I I I - I I ­ I t I I i T � I I I I L I I I � I i , , I i I I 'I I j I �_ I , I I I i I - I - , . I . . q i I I . u.,I 34' = E 5= = Q n ►- O' 34' dJ z OC tl� J W o �- o �t� N t 4- „J �- o �G ♦ tea � z Z > " °° m � ,��,• L° a 1320 (i -' i � am < v, �; 01 go w) u - d i co A S,`!, c _ wl M Z r_ ocl- PALO ALTO / 41' o'• o F• W a o P 1ti '�46a t oaOi ' Q o J +I = _ ti y �. _ A + F.S. OVER PIPE C3 _ _ CUL-DE-SAC �? "' v < '_ :o La 1k .�C '� Q, o c3'� O�i uj ~ `D .� Ici w • F.S. OVER PIPE 13.0' _ ,�, �' ��` x�h o� ��. ti� ���°> w �, z w yl + W c� A A �'� b\$g4 b CPSG,J O_ o W H rn J In `" -j > LD 12x0 = 1280 ± J J o ` �ti o°. �� ����P ' . i z ►- c A - EXIST. FS a `\� Q ti _ _ W Mrn - vi J ? o ,`O� O SFO `' 1315 24' t 15'*- cc 1315 bN k J O E3 t s o dicd d L SSJ e �Q 21 21 J -� uj P 0 PROP. FS. OVER C PIPE II II `� = J u > f U ;j, uj . ; 12 a D EX. 24 R.C.P. EX.24"R.0 �, - , g L 04 W1280 _ am- I`' t0 O�� .� �EXIST._FS.-OVER PIPE--�- (� .o z A �. z co -1310 �� HGL1ao 1310- �,r : N 1266.30 IMV. �,P �`2' 60 W ��K. ELEV. s; A " S Til. 0106.72 cn 4 �������bp1 1310 _ y ao / 1t G L 10o �--- EXIST. 24' R.C.P q Q7 = 19 +24.75in � � ' MAIN L IN E � I (rT-- 0 32 `9�PpSJ S"0.0030) 312 u., J HGL (1306.51) / 6 _ . . !oa h U INV I(5•�•003 _ �{____- -- •• will It 1210 - HGl 1270 5p - - - ". �1306.9�,)-iNV. .� I i \, - TRAIiSITiON FROM loo 11 2 V- 9.3 _ - --� 5 �� JOIN- VERIFY b� •off \'SD i / 1305 'S� `A a I I � I 108" R.C.P. TO 96" R.C.P. TRAN SITION ,7 0 t&bb `` `a �' CONSTRUCT 10'+- Lf 1305 I �\'�,� r--- _-� p��`' LAT. D STA. 0+09.00 -� 5=0.040 I FROM 114"R.C.P. 5 _ NGL, r� 24" R.C.P � 1150 D) g � I S=0.0100 17 . . - . - �. . ' . 1 \� J. " 1t BULK HEAD _ I TO 108" R.C.P. 1270 ( I 1270 �3Q2 I' ) / I 1299.00 {AIV. (269'7? 1b �� SPECIAL CASE EXTElJDEt� EXtST. CONC.TRAP.t'NAN. _ ANN. �:Q I ELEV. S. �y`•�J \�� /g-� �N� !`261 . TO BE' REMDYED �30i.0 �0� 0200 17% 06:666 2• ��. 5 ENTQA IJCE C,4tCN 6A51l�1 I 1300- �, , INV. ��. 1 a �- ` s -1300 1300- o u., N ti .=-o`�\.�� M b ^h /?s, R V C.tJ 83 10.25' 1300 �� �` 93 M. o o�: cj N GA ��La Lu INV. 40 W PROPOSED ioa° R.C.P. a M o v M o cli c N N �� 1J1 INV. < 1294.'10 cc i A � u MAIN LINE S.D. o 1260 �16� •�Ce. INV. A leo = 14.46 CF5 - ed w ���,X20 N c'N in o + _ b (PER �W G. Na. 1152 1 l 2 9'f.37 {N Y. O W + ,� , o _ 'no M •COQ ., Qi w °= Q `O "' AT LAT. 'D' STA.0+09.00 A C.) �` v+ 3>s t = 57' ± 1295 - 1295 Z ,ri kkl �'�� �, a w °7 z z MAIN LINE STA.33t07.50 o W ui + ��\bOp. rk�' I J ao o FUTURE 30' R.C.P � � - CONST. 30.69 L.F �- 30"R.C.P. 1750 D c .�. - J �, o z CONST. 95 t L.F. 18, R.C.P. (2000 D ) o Q l o 4 _ .o a 9 CFS Q PEAK (44 CFS ADJUSTED « 's 1260 Q l00 11 CF5 1260 M A V Ioo = W. 6 FPS ,• c + z ,� - 41.12 L.F. 28.76 L.F. _ „ o LATERAL n B LATERAL "C." o ��CCNST. 75.88 L.F - 63" R.C.P (1400 D) 0 C3LATERAL A + CONST s L.F _ ai r'J HORIZ. 1' = 20' _ 63' R.C.P. Q too = 211 CFS PEAK (205 CFS ADJUSTED) cn C:) - 1290 SCALE HORIZ. 1" = 20' SCALE VERT. 1" = 4' 14 V too = 9.75 FPS (FUTURE) 0 N o •HORIZ. 1" = 10' SCALE " _ , VERT. 1- = 4' SEE SHEET 13 FOR PLAN VIEW C SEE 51H FEET 14- FOR PLAN VIEW ) ( 00 D) Q,00 126 GFS LATERAL "D " �' SEE SHEET t3 FOR PLAN VIEW) o SCALE HORIZ. 1" = 20' ' ca VERT. 1" = 4' tj �+ SEE SHEET 14 FOR PLAN VIEW) 2 CalDC Gip J OJ J ` _ V1 J oo to oc uj w Z W 3 cm P C Q ,r, r o - o n z a o u W 0. N Z Csv �. uJ J oC co W ' < z --� 4n' f u 3 Q- p� L a cw < < (� vl �° LO 6' d o < N °o r� W q z z q w 1 v, o� o F W �„ �- 93 CEMENT SLURRY SACKFILL V o s N O z (� H ti �;� ti � co W .o �, '' �; � � m °° s� 13 ZO is � �, a � b Gs h en .� t rn ao v o a ,1 -. c W �l. ._ a o c E_ w f- '� 1320 O Oc b �. �P o: oo a. F o., +� p ^ z 'ti k '\• 4' t�'t' S - � A,- v o 0o In to o O rn o I- W E2 Ld < (3I o ac y 'K V` a 'ti O' co M N CO of c, f- d > -j n N r N c� r- u 1� \�'•� a (W 2 U = W \�• �`� 1320 ` ^3\�� Nhbo�b� � 'd 1320 ' 1320 ,���� /L rn 'z ~o " z ej a -+- " "� CD '`' � M �� 1320 �M Q` cn \� �- r--- -•� - ` �,\ CIVI ►� O� ��\n,� s w m M f3' ,11 A w A W.i + . �, - EXIST. F.S. R.C.P. I ' a f.S o w W � J � c� en In 01 Zo z M Z = O CD `� cn o = o I (- 13 34' 24' I I I WM o 1_0 J ~o ~o o r-� � r - I sly � :' .; • EXIST. F.S d - g o- 0.. a �' 11 i t N 93 4 W 21 d •� z � -� < p 4 N w "� W = 14' I I I v ~ CON ST. / V = S.5, W -211 , J 3cx � I- " w `-' d V=75 I 42't L!F. -• 8"TE? CONST. 24 L.F CONST 54'* L.F. 6'V.C.P. SEWER 5PRINC LINE _ _ • W a0 Q U LD - d I- J I . - HGL Toe V = 9 W In �, SEWER) 1 8 D•I.P. ` / 7� 7• r - - (n 0 rL - EX. 8"S L _� IZ' I 1= .c ,� 1308.03 INV. C 33 t65 ( I ;� N I r- - - - I W n A 1310 I � . h = „•, ,, �. I I O 1310 5 5 W II eco 1307.90-BOTTOM �''� ���• �0 85 I I + u HGLIO Q - s=9. _ o' G '9. s= EXIST. 41"WATER 1310 B� ( 131 - 1310- \ SGC LL- �� °° e3�3 0 ���'''� -1310 3.8'1 CLEAR 0 / �L`Q'� �� � _ 1307.1 ± TDP c' 33 +65 (FUTURE) ,o 3\w / HGLIoa 4 �4P Ie BEHOVE INTERFERING PORTIONS 93 SLURRY BACKFILL DETAIL \ � V GL pe'!� EX 8~S � � OF EXIST. 8"SE I loo Y(ER NO SCALE \ ` HGLIoo p� �~' SO�� ABANDON EX.8"SAN PLACE ,•�GQ \ .S ` • ` � 0 X186 (BACKFILL WITH SLURRY) � ��CSP I SEWER CROS X30512 tia \ 0, � 5' �� (1304.433 SING WATER CROSSING C \ 342 \ ` INY. �x d"S 1 .\O �� �J' \ I BANpO� \� I S1 ST. STA. 160 1 65 ± ST. STA. ISO t 51 3 CONST. 16 L.F. .\ f �; ©AVveD 1 FUTURE N Ex �� EA d• NS 1W��i SD. STA. 33 t 65 _ S.D. STA 33 t 51 . Ib" R.C.P. �'tip�� 0 s'C►abouf 93 CEMENT SLURRY BACKFILL 15"SEWER0(8,4' S /�P� ` i � ��. � \ I ( 1303.D2 INV_ (2000 D off' m 3T. 4 L.F. 36" RL �<< w� t4Cf + CONST P 1300 rH I ��� 1300 ST. STA. 160 t 51 _ (1750D) 1302.00 INV. 0+98.38 LATERAL "D"• 63" R.C.P. N ! s��'�Ry� LAT. *11" STA. Ot 61 t Q loo = 9 CF5 1302 .28 INV. 1298.36 INV. C 33t65 c�bl 10" S OUTLET SOUTH 1300 .83 INV. 1298.29 IND. C° 33t51 1297.6} 6OTTOM ti°�°'� 8' S INLET NORT14 1300 130x- 1300 - -1300 D (FUTURE) J -`I : ' (" 33+51 „ „ LATERAL " DA" LATERAL " DB " • LATERAL E ONST. 38'- F, 36" R.C.P. (1750 D CONST. 49t L.F 36" R.C.P. 1750 D) 1296 .60 TOP M_ 33+51 el HORIZ. 1' =10' Q - 64 CFS • ' POTHOLED SCALE : sp>✓>,o� Q1(FUTURE) 0 to � (FUTURE) EXIST.41'1YATER - ? 7, SPRING LINE VERT. 1" = 4' . (SEE SHEET I4 FOR PLAN VIEW) roR C-ATC-A Com5TRuc iolm%a E CORTMORnovi �(S= 0.0045) QI CHANGES FROM THE ORIGINAL DESIGN 41111q( j34Sl►J D�T�II� O {LE.MOVE EYISTING INPitOVLMENT (TYPIE SFI(Mfa 014PLAN) 0292.3)± NY. PER POTHOLE DESCRIPTION OF REVISION DATE CITY t� M II N .� APPROVED. LATERALS D A " DB " .3 CONSTROCT MODIFIED CURB OPENING CATCM BASIN PER CITY STD 300. Q [ (1292.2) INV. PER PLANS Ip9. WITH FLUTED ENTRANCE PROJECTION PER CASE I OF CITY STD (FUTURE) CITY OF RANCHO CUCAMONGA H o R I z. 1` _ 10' THE PROJECT ENTRANCE A•t AS NEEDED IN THE FIELD TO CLEAR 8 SEWER LINE RECONSTRUCTION PROFILE ' SCALE THE EXISTZNG 10" H.P. GAS AND TELEPHONE CABLE. SEE SHEET 3 �� VERT. 1" ' 4' FOR THE PROFILE DETAIL. (N AND V PER PLAN.)FIL9Z ER BAN- SEE SHEET 14 FOR PLAN VIEW O TOLELEVATIONS AS SUMP WITH SHOWN ON PLAN. USEFELT PAPERTE SLAB TOPREVENT ,J R.C.P. - SPECIAL WALL REQUIREMENTS FOR HIGH VELOCITIES � 4� ,� ��,�0a5���ti�-�N� BONDING. AND 41 " WATER LINE CLEARANCE DETAIL HAVEN AVENUE sycr` „). SM MLE cP A39 HDRIZ. 1"=20' 3N3\��,�E�. SCALE PERT. 1• = 4' STORM DRAIN 0 FPS <V< 20 FPS - NO ADDITIONAL COVER STANDARD R.C.P. WALLS --,- (316 20 FPS <_v< 30 FPS - ADDITIONAL 1/2" CONC. COVER OVER INTERIOR NG (SEE SHEET 10 FOR PLAN VIEW) / I v �t © MoDIFIT:D V�4�1 -5, HAVEN AVIS= oDNSTR=CM MUM LATERAL PROFILES & DETAILS OF THE REINF STEEL. � •� 1312 ' o� coNNr,�oR PIPE AAP - �� _ 22 �E„)STING INWROVD(ENT TO BE RELOCATED BY OTHERS. (TYPE SIlOMN 30 FPS <_v - ADDITIONAL i" CONC. COVER OVER INTERIOR �P` G' P'• f ' NORRIS-REPKE.INC. APPROVED BY: DATE: 4 58 ' L Cr.wIllnS CIvII CnN•*ev9 r.4 Lr.d lwveywe OF THE REIN F. STEEL / _ 10 CONSTRUCT SVPPOR FOR EXISTING $- VCP SENER PER CITY STD 339. CITY ENGINEER RC.E N0. 24953 !•0 063 130!3 I HGL CASE LEFT TO CHOICE OF COKTRACTOR, SUBJECT TO APPROVAL BY 18231 IRVINE BLVD. SUITE 204 t ,,r Essio* I 100 CITY. TIISTIN. CALIFORNIA. �J16g0 �� ,! DESIGN RECOMMENDEC ^�% --: - S=0.0444 ' i0 cONSTRUCT R.C. COLLAR PER CITY STD 329. (Drmcr ER To (714) 730-6410 t� SEN W. -Q 10 3( CF6 /�°I?� O HATCH PIPE TO BE CONNECTED) h T,bli '1� TO DE 1115TALLET) BY , W •� DRAWN SHEET 91-R.C.F. ED150N AFTER STORM r 93 PLACE CEMENT SLURRY BACKFILL 9ETNELN THE PROPOSED ACP AND N0. CI9442 > p (` (1150 D) " 1 AIR) COTISTRUCTIOU a0S sS EXISTING 41" NATER LINE PER DETAIL 93 ON SHEET 3. � s � • S. -�OF 21� LATERAL "I)C 'a0 NO 5CALE CONSTRUCT 29.50 L. a?,�3ek SEE AQ[iVE FOR CONSTIZUCT10�1 NOTE CONTI�I 1 d C �� CHECKED DRAWING NO (LOOILINb N61m) ,�- ?. ¢ Z3'g !'lf of c�t�f°♦? SEE LEFT R.C.E. No SEE SHEET 9 FOR STORM DRAIN TYPICAL SECTIONS CSEE SHEET NI FDR PLAN VIEW) 36 IR.C.P (1750D) r �' Q = 64 CFS WARREN W. REPKE. RCE .4z W.w.R. DATE FILE NO 1568 V ' JN ��• 13 z �y PROP fG ODER So .41 q q �.�VOO G ,y'S�b V FS OVER P/R tha EX. CHURCH S T. b' O �6• '� k ,�A9/N SLOPE EX. FG OVER SD Q HGL loo - 0 HGL 100 Q goo POND/N6' / b Q /25/.4 t HGL loo (NA ISL/NE) 1940 CFS 9 /24 .o � � � • ' � ' � � ' • ►�� HGL .bO DEE011' NOpl'/ST. 36'CML C C� 54 - loo P /O W�#TE,2L/MF EPTO 48 - Ip' A W _ 21 1 MA/NL/NE SOP •. , g^ DE OTHp�E r` -� •�. /o'xB' zce :; �- -1 ¢4 _ 1244.6 t HGL 2 MAIN L INE 410 CFS /- I / 'HGL 2 k� 0 Q 2 FiQEEFl0 �` 0 3 2� - O� � � Q � y. s a � f t� 46 - 40_ 9� (A1.0) J (SERI >�t�� I� PROP. /O'x/O'RC6 e "SLu�e,Py-COt�E�e, 1 SacX SLURR 3tio"-4.5'WELD ELBOII/ �•� I� q o0 (TYP. 4 P"CE5) n73�J� FAB•e/CA7'FD Q O ® P�20POSED 3r"CML G� C YV4TEPL/NE CONS 7 /7 L.f O /8 RCP f'S00 D RECON5TiFZ4f T 7.5.t Z J-_ EX/5T, 3 6 C EMEM T NOR TAR L INED # COATED 72 L-f EX. !0 0„RCP CONST. ?o &V 2' x le RC.B CONfr /� LF GOA'/PCP �� N CONST 20 LF TRANS. 57,T&CTURE /300,0 L A T�-RAL "C " STA . 7 f /9.38 �� WATE,�L//UE ,�ELOCA T/0�1/ DETAIL _ L A T ERA L ,B -� PRD F/L_E No SCALE SCALE YERT. / � 4' (�z = 50 CF.S (TRI-Z- fLDy1/) VE,yT. SHEET !/ F0�2 PLAN !//Et't/� //Of/z. / - 20 � SCALE yOR/L / ►- /O� Goo= 154 CFS WITH HIGH TATLWATER) t'SEE SHEET // FOR PLAN PACW) Q/oo = 3 CFS CONSTRUCTION NOTES 23 PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHOWN ON PLAN. ) + 27 REMOVE EXISTING IMPROVEMENT. (TYPE SHOWN ON PLAN.) '° rt CONST. C_c 51C FROM 5TA. 4+IS.01 TO S" Bf CHURCH ST) 50 REMOVE INTERFERING AND PARALLEL EXISTING DRAINAGE lu 62' [ FROM NORTH OF CHURCH 5T. TO STA. 9+00.001 IMPROVEMENTS, CONSTRUCT 8' x 10' RCB PER PLAN i PROFILE i Z >� VARIES 1°1'TO e.' 34� PER CALTRANS STD PLAN D80. ("V" INVERT TYPE) . Jc'` 11t Elil� OII z GRADE 701NE t LR�3 MID CRImE'3 +b• �lr, v :3 CONSTRUCT THE Ply-- 52 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER CITY STD 335. kLi aa+ a .!'� llq+l "op. FQ °t Zo El MEDIAN i (10' X 10' RCB TO 8' X 10' RCB, TRANSITION FROM WEST SLOPED LLJ z = •�� �G ,4'`° OVER E d'.L.: � _ •NKTIYE tuTEuINLIMKftLL TO "V" TYPE INVERT) W W xE so+l REPORT AND sTn m ` v n ` in i -- 6PEC'S. 4}g CONSTRUCT IB" RCP, 200 D, PER PLAN AND PER PROFILE ON SHEET 9. s x rc U N z c i \ " \ _ Ex F� ?A' net u" NM: 90TH�y OFA 54 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD 300. (K AND V W n N 1� REnUiRE SOLID iRRCED PER PLAN) Ch.; c.� d < c of m Ln ��'� \� SNORING CONTRACTOR o � �' N io Y O Q� \ SHALL PREPARE THE 55 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A. FOR TREHCN IF RES. CI .� - �y - NECESSARY SHORING c.i W 'O• "' = is /' wy'•1• �` � DESIGN DETAH_S IN 60 CONSTRUCT R.C. COLLAR PER CITY STD 329. z t► z Q, O (DIAMETER TO z c c `'0! l�p� z z _ ` �� \ BEE IYP. TTtENCH DET111E HFREOIJ ACCORDANCE WITH THE MATCH PIPE TO BE CONNECTED) SOILS REPORT GUIDELINES e i �,, oc co + e w < , / OIE BETWEEN SIX.N 15.01 ARM 5+60.53{VARIES 1'1'TO A9 " r EYI6T. CON[. �\ IMPORTED AND SUBMIT THEM FOR 61 CONSTRUCT 60 RCP 1300 D PER PLAN AND PER PROFILE ON o 9 � ~ x « _ 5`1• Jti 5ETW EEN OTA. 5455.00 AND 9300.00' (.B.00') STRUCTURAL THE CITY'5 APPROVAL O ' .a TRAr CHANREL� // - SHEET 9. u.i u .'ten .�".� P `_ TiACKFIII SEE GTO. (AND ARMY CORPS OF o W o aq o m + + �► *ti�J �,�` REPORT.AND SOLI ENGINEER'S A P P ROV A L Z3 Lu ©2 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD 334. FOR APPLICABLE PORTIONS (60" RCP TO 2' X 8' RCB) NEAR DEER CREEK) ? PRIOR � / R TD � COMM E NCE WENT 63 CONSTRUCT 2 X • RCS PER PLAN PER PROFILE AND DETAILS __ , L3 ON N - --- ►ti OZ CONSTRUCTION. SHEET Q, AND PER CALTRANS STD PLAN D80. ("V" TYPE INVERT) S=0.0312►_ _S-OZ10 i / _ 5=0.010 � � / + Q Q. FROM STA. 4+ 15.07 TO 5+60.53 V N -- - - -- - - - ' s ,tiL •� ��cyO�of�s Q _FROM STA. 5+85.00 T O 9+ O O O I 64 CONSTRUCT 10' x 10' RCB PER CALTRANS STD PLAN D80 (WEST cc IMPORTED BE=%G MATERIAL + SLOPED INVERT) . CONSTRUCT 2' NON-REINFORCED CONCRETE SHELF cQ a A y� t/0, S.E. Z30 SEC SNL REPORT FOR LOW FLOW DIVERSION PER DETAILS ON SHEET 3. CONSTRUCT �'� \�' e\a / \� ?• �7,y Q JUNCTION STRUCTURE NO. 1 PER CITY STD 330 FOR 2' X 8' RCB Oc til 0 0 �' ,. c SEE SECTION A-A ON SHEET 1 SIDE OUTLET. z°\a�" \E� '�" �� /titie aA�y. S `��"�' `� � FOR TYPICAL STORM CAIN TYPICAL TRENCH DETAIL 0o w p s1lr`J,r SECTION FROM STA. 3125 TO STA 4}15.01 65 CONSTRUCT MANHOLE NO. 3 PER CITY STD 320. ' n LATERAL 81 RELOCATE EXISTING 36" WATER LINE PEP. PLAN, PER PROFILE z CD w o� so -y` ,y l�t'� DETAIL 81 ON SHEET q, AND PER CCWD STD. PLANS AND SPECIFICATIONS. .10.1o s.� y �141 I'C C +gyp. ORST.'(` 6•s ��y�-� VARIES 4C' TO 51' VARIES 41.91'TO 19.00' 34' W B' 4' IP Li ri ,� ,� PROP F.6, EX.MEDIAN W J EX.MEDIAN ,W LATERAL "B " - PLAN mIER E SD. o �Li ckc o o NO SCA L E ,`i 0 w ' EX. LDW FL O W D I VERSION BE TA IL "Rlfr,. O'TO 10' .• FOR TME"Ilp Q CB y alE BETWEEN M.0+3S AND 1+91.05(VARI£S 41.91 1D 19.00) �\ f SEE TYP. TRENCH DETM BETWEEN STA. 1+01.05 AND 3+25 (19.00') NEREDN I EXIST. COX NON-REINFORCED CONCRETE 11� // T9J+P CHANNEL FOR TRERCH IQ RCB MST' mv \ SHELFITO DIRECT LOW FLOWS QI S NC'i�iT Nu M G3p.I.1�I 17 D a L.� 41111% - J SEE TY P.TREMCH DETAIL TRAP \�_BARD 8'x2'RCB OUTLET 1 HEREON. CHANNEL/ tSEEDETAIL ON SHEET 9 N 10'Y10•RCE DESCRIPTION OF REVISION DATE Ap"OvEo 8'Y 12' RCB ,• �� �� CITY OF RANCHO CA��- CUCAMC ` FROM DEER CREEK (0+35) TO STA. 3+25 _ FROM STA. 5+80.53 TO 5+85.00 � HAVEN AVENUE- TYPICAL SECTIONS — STORM DRAIN No SCALE TYPICAL SECTIONS & DETAILS NORRIS-REPKE.INC. APPROVED BY: f1 Lce"Ot o11nq CI.AI Cn flnors .n1 Swwoyr.- DATE: 113231 IRVINE BLVD. SUITE 204 t�,,� Ess/o* CITY ENGINEER P.C.E. NO. 2 953 1 TUSTIN. CALIFORNIA. 92680 �5,lt� w 4(�. DESIGN RECOMMENDED (71+) 730-6410 RF,e 3� t� R.GB. No. 019442 DRAWN SHEET NS . � GA, 9 OF 20 It ClYltr ��! CHECKED SEF LEFT DRAWING NO SEE SHEET 7 FOR LATERAL "A " DETA/LS iz-�-9i , F ♦ W .W R. R.C.E. NO WARREN W. REPKE. RCE 442 l OF CAL`fo DATE FILE LIQ, 1568 </. /V. <o to -/0 i G RADE6Q,ID .. �Rq - 12" MATCH EXD t6 C.L. FENCE MATCHF To 21 C.L. FENCE MATCH TO 21 C.L. FENCE F S 10" Ex' I S. 10 ,• EX. Fs 10, `," M 2' C L R. �- -L 2 CLR. 7YP. yi• EYE SOLT �, y P * 3 T 1 E S 1;{"I.D.EYE oOIT i- ' •4 TRIMMER VARIES 0'- 5' i'-5• 13' ( 1/2 CHANNEL VARIES S' TO 12' 1'-S" 13' (II CHA NEL) 0 3 TIES @ 3" O.C. *4e 1'-6' D.C. WELD i'■y4'a 4' STRAP J t'CLR. J 2"CLR. i' VARIES 7'TO 0' J (T 6"O.G. W (C-6-STRAP ON ENt stcnoNs) 2"CLR. *5 CI%*D.C. �, z c TY F.) _. o (TY P.) (ALSO VARIES 6' TO 0') 4' AT THIS SECTION w s 5'-!'(EX.) u in J < ,r, _ < _ _ ' a 1241.00 TAILWATER s• Y W 4L, I2' O.C. W Z u = v N N c 04016"O.C. Q Y4! 16"O.C. ]c Y 13 . r t .• 4 C 2'-0' O.C. W = U ac : w W, a r Y r 4« 5 e'16" O.C. u 0 2111"CLR. , L 3-*8 VERT. / t Ls� v W o, d _~ W ad 3-i►8 YERT. I:4s.Ts soPPIT :; 1 , T W ti•- o• °7 ;, < = o ce W, _ S a C 16"O.C. W uWa EA . FACE EA. FACE 12" 1:4c.50 t r. . - A CONTINUOUS ,- ce SIDE OPENING W �•.0• 4'-0' m W WALL REINF. �» '' 1" = A 46ARS (4TOTAL�= ,�vs LLSiF 6C 16" O.C. __ W = d ; BOTTOM SPILL1rA1 INLET I_ o 0 in H *6 C 12" O.C. �� u o u J '� '� ca i :. 6 D' EX. ac u LL u 4 & 12"O.C. o ( ) ►- 4 5 e l ro O.C. o .d + I- r- Y *C c 12"0.C. t° = 31/2"NRI.CIR. W I " v = W r W 3/2 MIN.CLR. �O� o a z DETAIL q DETAIL B � N �_ � Z �_ W NO SCALE -- int °� 3 0' X.) w 6 /• _ = u 6'/• 6'/. V1 Nu 4 . *4e 2'•0' O.C. - - J b • J s W • v V I • W a t = *40-12" O.0 AEX.) CONST. JOINT(EX.) o _ -c I o = Z `D 1 s4e I' G" O.C.(EX.) n -j _ J Q " 5012" OCE . (EX ) - I uc ; " N "' � u EXTEND OUTSIDE BARS *5 IS" o.c . DEBRIS RACK SECTION A - A N �" fx.INVERT SL- A� �+�4 g„a� 6" 3y�, 1 Y 4 ,._31/�� 5'-0"� ° U. ALONG WITH 3 TIES J �_ lA. 4 TOTAL �, i < • N C� 12" O.G. NO SCALE Lu 3 SEE TYPICAL SECTION BELOW r -� FOR DETAILS 1f- Be 16• D.C. kL4LL&P -��� s 4 e 12" O.C. � *4 BARS (4 TOTAL) i�- N I w4 DOWEL 2'-t'L' 2'-0'�CX� LI Lill?, 4t8 CS"O.C.(LAP EX*Sewn) SBC' 8" O.C.( LAP EX.09@_ a"or. 1 �T�L'S•oc FACE OF WINGWAII EDGE OF SIDE INLET 9-1 13" BREAK OUT LINE (BEAK OUT LINE SECTION E �EX. CONST. JOINT) *4 a 16"O.G.(Ex.) EX. CONST. JOINT) �_ 1 S 44 � 16' 0C.(EX � S�,IB 13 NO SCALL - *5 a a"0C.(EX.) 4F ae a0o.C.(EX.) A SEE ELEVATION END SECTION HEREON GRADE SECTION E 2 SECTION E 3 ?•6` MATCH EX. F. W, 2>s C.L. FENCE NO SCALE 1.0 SCALE - 24" �/• 4'- 5'/2' TYPICAL PANEL ACE OF WINGWALL f GRADE To TY P. lI/2" G.I. PIPE (12 PANELS TOTAL) QEYE BOLT ELEY. MATCH n C.L. FENCE 'x 4e 14'O.C. EMI. 3/4• 6" O.C. 6" 1)'-0• _L 1 3- *6 EA. SIDE CONT. TYP. TY P. 3 I'2" . rue. � 13•-0• 1A I 2TY P« 3P4" 1 N 2 3/4"' 3 rrP. < ?*CLI. I- 34 2" 2' 1/2. G.I. PIPE 3/4 2 /4 _13W, 11 :4! ti" D.C. a' - - _ WALL BEYOND WELD 11l2sG.I. PIP (L=5')eG-O.C.TYP. 1 W 1 *4! Ic• o.c. W Y I � i" 6.I. CAP WELDED � � u N _ _ ON TYP. BOTH ENDS - � J � 3 TIES Cel 6" O.C. TYP.) r *e e Ic•D.C. " o cs •1 e Ic•D.C. be C I _ _ =1 = _ _ -� ��-- _ -� __ �STA4GERED) _ til v w o = I ' '( X.) > e (STA4GERED) til zia o �- " W 4F 4 r:+16. O.C.(EX.) SEND UP TO VERTICAL 7 �$ oc - r-6" TYv i I FACE OF HEADWALL li �2yi" JOG IN WING �� o r I C' t:YE BOLT ELEV. e x •tWli•o.t. �� o "telc•o.t. I I/2 EYE BOLT C, 4'--7- D.C. o� (sTACGEREa) p.j•(tI,1 W F (sr.ccEREr) r-r(el.) _ TYPICAL SECTION I I � 0 G.I. PIPE (TO CONSIST OF SEVERAL PIECES 3•.3. f - •aeio'o.c.(E:.) fllNic"O.C.(STASGEREO)(EX .) e WELDED TOGETHER IN THE FIELD AFTER END EYE BOLT 4elo•o.c.(EX.) s lip lc• O.C.(STAGGERED)(EX.) CONST. 3yt•CLI. LATERAL " A " A T COLUMN A ANDTHEARE RACK PIPE INSERTED SLEEVES)E EYE BOLTS LINES UP W/EDGE 1 3y2•CLt. JOINT EXIST CHANNEL INVERT OF INLET OPENING - I EXIST. CHANNEL INVERT - ;. TYPO HINGED DEBRIS RACK PANEL & END DETAIL I 90 C.L. FENCE TYPE 7 NO SCALE �- }•CLR -- s S 'L' S'D.C. (,EX.) 4 TOTAL BREAK OL1T LINE •S C f'O C.(Ei.) 3'CLR. �4 BAR i' r•S' 7'-�' 2. sh _ 4 TO gas �� 11-5* S -�• ( ) i CONSTRUCTION NOTES � ) SECTION Es • a SECTION E4 NG �ca�� NG, SCALE is C0N9TRUGT CHAIN LINK FENCE AT NEW GYADE USE ALL NEW MATERIALS TO MATCK InUsT. REPLACE EXISTING 16-DOUBLE SWING CHAIN LINK GATE PRESENTLY AT SOUTHwrrr CORNER OF HAVEN AYE. AND CHURCH ST. TO APPROX. 60' WESTERLY DOWN CHURCH STREET SEE SHT 7 FOR ELEV. DETAILS •s REMOVE INTERFERING AND PARALLEL EXISTING DRAINAGE IMPROVE- •IF EX. JOINT IS LESS THAN MINIMUM SHOWN PROTECT EXISTING HORIZ. EARS THAT PROTRUDE CUT CLEAR THRU EX. MALL WITH CONC. SAW MENTS CONSTRUCT 8' x 12' RCB PER PLAN i PROFILE i PER CAL- UL CDNTRACTDQ SHALL REMOVE AND REPLACE EX.WALL FROM EXISTING CHANNEL INVERT BEYOND THE TO DEVELOP AN EXPANSION JOINT CONNECTION. TRANS STD PLAN D80. ("V" INVERT TYPE) . A �� v UP TO THE EX. JOINT AT NO ADDITIONAL COST BREAKOUT LINE. PROTECT AT LEAST ENOUGH CUT LONGIT. BARS FLUSH 4COAT WITH EPDXY , 1--*4e la' o.t.MAX. -o < LENGTH TO DEVELOP A 30 13AR DIAMETER LAP. A MINIMUM 3" DIA. AREA. TYPICAL AT EACH 6a CONSTRUCT s x s RCB WITH 1.751SIDE OPENING PER PLAN AND E. C� �*, o W END EYE BOLT TO THE CITY. ( PROFILE ON SHEET 7 AND PER CALTRANS STD D80 ("V" INVERT TYPE) �° o �� _ > JOIN WITH fX.CHANNEL MALI AND PER STRUCTURAL DETAIL 6e ON SHEET 10. `r�o S5' OF SIDE INLET RCB 2"CLR• ir - d = 71 CONSTRUCT R.C. HEADWALL/RETAINING WALL PER SECTION AA AND f4 = I' - a 1/2" EYE BOLT a Q. 9 ro STRUCTURAL DETAIL 71 ON SHEET 10 _ �p 1 c ti ►- d 1 . �/ �,-0 •9 CONSTRUCT SKEWED SIDE INLET STRUCTURE PER PLAN ti " - 1/2 G.I. PIPE TYP. J i �, 2 CLR. *5030 ot. S. �"� T R+ N ., d O _ A .AND PROFILE ON SHEET 11 AND PER DETAIL 89. < 2 m a ON SHEET 10. Ir 2 -6' s Se 30"D.C. '` N 3 0 Z "` N 040 24' O.C. `r �° oac W ►�- o n? ' / ' 90 FURNISH AND IIIs'i'ALL CHAIN LINK RAILING TYPL 7 PER CALTRA?IS 12"x12"COLUMN (PIER) a' ,��, 3 3 w - - c Wcp o _j `_" cl dam„ STD 2111-52. CONNECT AT BOTH ENDS TO C.L. FENCE THAT WILL BE BEYOND e 7' O.C. I 3 W a'" �G� �� RECONSTRUCTED PER C.N. 28 ON SHEET 3. r.NW Z ,�, F� ��+6 !1 FABRICATL AND INSTALL G.I. PIPE CHILD PROTECTION DZ9RIS RUCK *10/4, 1 _ WELD ONE ADDITIONAL 1�' G.I PIPE DIAGONALLY Lin Z w = z o X12 RCg / �. / PER DETAIL 91 ON SHEET 10. / oe. I 1 Z4' I ON END SECTION TO ACCOUNT FOR WIDENING _ = z d = � t-- 6' o+ 8 s7e7/2•oC OF WARPED WING WALL. EXTENOMELDED STRAP v W < o w 7-7.0G43 '� U- z yc 5' 104 REMOVE EXISTING DRAINAGE IMPROVEMENTS. = u < cn R O 66 / BACKFILL ALL TRENCHES RESULTING FROM REMOVED EXISTING DRAINAGE Z4. OF I 12• " �4e 18"o.c. AS SHOWN (EXACT LENGTH AND ANGLE TO BE � - L.", o � - 3�° DETERMINED IN THE FIELD) z u m w 12 FLOW v, IMPROVEMENTS WITH EXCESS MATERIAL FROM PROPOSED STORK e -�4'FILLETS(nP Il ✓ / DRAIN TRENCH EXCAVATION. DO NOT USE CONTAMINATED *90/f. o :� 0 / _ EXCAVAT101J AS FILL. Q� EW �, •'- / - - y - - - - - -- - - - - - - - - -- - -�-_-T 105 REINSTALL EXISTING CHANNEL INVERT ACCESS LADDER. SET LADDER m W IN NEW SIDE CHANNEL WALL TO MATCH EXISTING LADDER CONNECTION D/L LINE AT '- / EX. CHANNEL WALL FACE (R=2687') l ,� 3-;6 EA. FACE ELEY. 1246.50 t r , X 12' r r - b x 2' 3 s+ METHODS. CUT ORIGINAL 13' LONG LADDER INTO TWO REACHES 9'-7"± l9 z 5 vi ".; W ROUND OFF END v Z8 r __J 1A i 3'-5"± HIGH AND INSTALL SPLIT LADDER ON STEPPED SIDE CHANNEL 33/a 1 WITH t3 TIES a A D.C. Z (APPROX. PLANE OF N F MIN u W --I o z SPILLWAY INLET MIN. o _ c I - � _=o � WALL. CENTER 5 WIDE CHAIN LINK ACCESS GATE OVER THE LADDER CLR. I s7 2 V/2' O.C. '^ r 1iJ AT RESTING POINT w m '; N ^+ �1 =o '-� ON TOP OF CHANNEL WALL. cam+ ti' SEE SECTION x .� OF DEBRIS RACK SEE SECTION SEE SECTION E3 SEE COLUMN BEYONDC47'O.0 --� s 4 e 18' O.C. �, SEE SECTION E2 SECTION E5 t s-cui FLOW I SEE SECTION A•A E 1 FLOW E4 w W 7' - s7e 7%2"OC 6"f 3y2" s" 291 DEER CREEK CHANNEL Z oY DESCRIPTION OF REVISION DATE A�CITY P RO�WD ( EXIST. 13' x 26' FEE T. o ,� w I 4ex 18'O.c MAX. TTP. E5 LL, iY m I APPROX WIDENINGE 1 E2 E 3 E 4 x Z A � D I /L LINE E a CITY OF RANCHO CUCAMONGA I 1D 10 0 SD D w o W DUE TO WARP IN WING WALL � L_ 7 , P L A N V I E W ELEVATION END SECTION , HAVEN AVENUE SEE CALTRANS STD. DSO FOR TYP. DETAILS NOT SHOWN HERE NO SCALE TYPICAL SECTION 89 JUNCTION STRUCTURE' DETAIL a , DE-RBIs RACK DETAIL NO SALE -- STORM- DRAIN DETAILS ' s8 7 , LATERAL " A „ AT OPENIN .- _ • . STRUCTURAL DESIGN PREPARED BY NORRIS-REPKE.INC. APPROVED BY: DATE: (EXCEPT SECTIONS E i THRU - E 5 ) L ~� �'�" «• �«'• ''"»�"'• CLAti 62 53 CONCRETE REMOVAL NOTES 18231 IRVINE BLVD. SUITE 204 ,,t ESS104 CITY ENGINEER RC.E N0. L. A. GIVENS 61 AS.�S,OCIATES, INC. IR fj EI SAO TUSTIN, CALIFORNIA, 92680 !�T4 W ,��,. DESIGN RECOMMENDED avtL& STMXIVR^L EMOTHt'CRS �� •I A. Bj Fy (714) 730-6410 ,`tR.G.B. , �Q�f 1. WHERE EXISTING STEEL IS TO BE EXTENDED INTO NEW CONSTRUCTION 3. AFTER MAKING SAWCUTS THE CONCRETE SHALL BE REMOVED WITH HAND 4. ANY SAWCUTS OR IRREGULARITIES IN THE SURFACE OF THE �Q _QQ` ,c. C� ,,, �� t�,. _ A 1k INCH DEEP SAWCUT SHALL BE MADE TAKING CARE NOT TO OPERATED EQUIPMENT. USE OF EXPLOSIVES, WRECKING BALLS, REMAINING WALL OR JOINT SHALL BE FILLED WITH EPDXY GROUT h �T `7� _ r., STOMPERS, OR OTHER EQUIPMENT WHICH WOULD CAUSE DAMAGE TO THE MIXTURE TO OBTAIN A SMOOTH PLANE SURFACE. THE ENDS OF R�� G Q >R11AvZP4l>t �^ DRAWN SHEET DAMAGE THE EXISTING STEEL. (7/4) -r" C7 N0.14107 1V0. C19442 �. REMAINING CONCRETE WILL NOT BE PERMITTED. THE ENGINEER EXPOSED REINFORECEMENT SHALL BE PAINTED WITH AN EPDXY •� � Lu ) rxr dy/sv/f3 * P. S e 6SA. 10 OF 20 2. WHERE EXISTING STEEL IS TO BE CUT OFF AT THE BREAKOUT LINE, SHALL BE THE SOLE JUDGE OF THE USAGE OF ANY EQUIPMENT FOR COATING TO INHIBIT THE FORMATION OF RUST. ALL EPDXY USED EV.3-31V Z} * THE SAWCUT SHALL BE MADE THROUGH THE ENTIRE CONCRETE THICK- THE CONCRETE REMOVAL OPERATION. SHALL BE A COMMERCIAL QUALITY, TWO COMPONENT MIXTURE, Com^ C( �r , dl C1VIl �r CHECKED SEE LEFT DRAWING N0. NESS. SPECIALLY MANUFACTURED FOR THE INTENDED PURPOSE AND APPLIED CYV1� 3 lc"9z ql oN R.C.E. NO IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. LAI s *grjgs R.C.E. 9lfOFCAL�F�� WARREN W. REPKE, RCE(/i94A2 EOF CAL1f A.R /RB DATE FILE NO 1568 JN. 66 -12 . - - I - - I ___ I I - __ - I - � - - - - - - � � - I - - �- - - - .. - - - - . � � . . � . I m ! 7 ! � I 7 I . I - I . ! . . . � . I 4 � . . . : . � . I . I . - I . 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I L I @��_L REMOVE F-XISTIN-G IMPROVEMENT(TIFE SHOWN ON PLAN) 5MOWN @ CONSTRUCT 60" RCP, 1300 D, PER PLAN AND PER PROFILE ON . � , I< I ;- � 1 L 1� .. I L . L . a CONSTRUCT R.C. READWALL/RETATNTNG WALL PER SECTION AA 04 SHT 7 AND :. I L : I V� :� i, : . : EXISTING IMPROVEMENT TO 15S RELOCATED BY OTHEKS. (T-lPE SHEET q. STRUCTURAL DETAIL 71 ON SHEET 10 . V� I � i I L c�l ." I i . : ; I t� )� L . I .. , L � (��_(ON PLAN ) 1-0 1: . I : ; L I i� 6mr,r,T �wml�" C,IAA,w,lv,p Oi,si.,-� 4111lq6 . REMOVE INTERFERING AND PARALLEL zxrsTiNG DRATwAaz CONSTRUCT RIP RAP SLOPE PER SECTION AA ON SHEET 7 AND PER Q -k- :: .z . : I �l r . - : , (ii) k _�J- :: . 1:� CONSTRUCT-TRANSITION STRUCTURE NO. I PER CITY bM 334. . : . L : 1 8 (B I. L i IMPROVEMENTS, CONSTRUCT 81 x 101 RCB PER PLAN & PROFILE & .. i : . � ­ �; :L : . f 'r :: ! , �l . �I . z , CITY �I . i 1� 11, I .1 , . , DESCRIPTION OF REVISION 0 PER CALTRANS STD PLAN DOO. (-Vw INVERT TYPE) . q I w ATE 1% z . .�L '. A"IN MWEIV C,op,,_rr,uc,T 10,11 j,,&F, 1.000 19, fe�?,, "O A40 F" ?f�ovlu& c)O %(T. 11- (B CONSTRUCT 21 X 01 RCB PER PLAN, PER PROrIL2 AND DETAILS ON 0 CONSTRUCT BOX CULVERT TYPE WARPED KING WALLS PER CALTRANS STID . I �__ L V� 8 E W ;� u . ER CALTRANS STD PLAN DOO (WEST . 4) . 8 coNsnucT TRANsrTION STRUCTURE NO. 2 PER CITY STD 335. 8 SLOPED INVERT). CONSTRUCT 21 NON-REINFORCED CONCRETE SHELF () ( ) OM WEST SLOPED () (r) Cl-iURCH 5;rREZ'T TO NVN TYPE INVERT) I C V) ti" . AVENUE 8 , () HAVEN (�� CONSTRUCT 14' RCP, 1500 D, PER PLAN AND PER PROFILE ON SH`E`ET 5. In '-t / 25 v 35"16 fe ?,?O.00/ _98-25' 1 4-9.-9 6 1 - - . Ij 8 CONSTRUCT CURB opEwIxG CATCH BASIN PER CITY STD 300. (W AND Alt - @ CONSTRUCT MANHOLE NO. 3 PER CITY STD 320. 1+ * . I I -_ . PER PLAN) RELOCATE EXISTING 36" WATER LINE PER PLAN, PER PROFILE . 6 m I !�� I A I R L T ; STORM DRAIN . LLEL EXISTING DRAINAGE IMPROVE- (B '* I 1 8 � DETAIL 81 ON SHEET q, * M CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A. %1� CURVE . D A T A - (s I -V- INVERT TYPE) . . k& II - FROM DEER CREEK TO STA 9 + 00 . (i� CONSTRUCT JUNCTION STRucTtTRE No. 1 PER CITY STID 330. RELOCATE EXISTING low WATER LINZ A" SATE VALVE PER PLAN ANO PER - -1 1 8 ER PLAN AND PROFILE ON SHEET 7 AND PER (�� USE CML 4 W PIPE) DDER. SET LADDER I . 57 INVERT TYPE) . I (�� NORRIS-RERKE.INC. APPROVED BY: . I DATE: ji�� A ConevIting C" Er%94newe end Lend Swveyers- .' . I I � . METHODS. CUT ORIGINAL 13' LONG LADDER INTO TWO REACHES 9'-7t#+ - - ' - ' ---- - CITY ENGINE Z�_Z� / _ No- 24953 58 .. 8 8 .CONSTRUCT SKEWED SIDE INLET STRUCTURE PER PLAN R ON STEPPED SIDE CHANNEL 18231 IRVINE BLVD. SUITE 204 �1­'l ss/0 ER - 64�w 94��4 -RIM - ' - - - A�ND PROFILE ON SHEET 11 AND PER 'DETAIL 39 � M PTUSTIN. CALIFORNIA. 92680 T4 4( - DESIGN (�/ RECOMMENDE D . . I I CONS"UCT TRANSITION STRUCTURE NO. 2 PER CITY BTD 335 ON SHEET 10. � (7 14) 730-6410 ,R!',�, W. .f ,E!, R 6.3 I . . . . I I. . , 8 to z r 2c ,6,4�/Z . JUNCTION STRUC- " I" . . BASIS OF BEARINGS : "A r" DRAWN SHEE7 . 09 .. ; REMOVE EXISTING DRAINAGE IMPROVEMENT5 . at No. C19442 m . I . .4 . . (�� 5ACKFILL ALL TRENCHES RESULTING FROM REMOVED EXISTING DRAINAGE S.B.C.F C. D. DEER CREEK AT HAVEN AVE . 0 . 11/1-0/f.5 * HAI _jj_Of 2 0 . , i IMPROVEMENTS WITH EXCESS MATERIAL FROM PKOPOSED STORM I (a CONSTRUCT R.C. COLLAR PER CITY STD 329. (DIAMETER TO (s CONSTRUCT ON THICK RC SPILLWAY WITH 3# PC CUT OFF WALL PER DRAIN TRENC11 EXCAVATION. DO, NOT USE CONTAMINATED DIST FILE NO. 254/154 SHEET 83 OF 86 ,,//)� 4, c1m ITEAC, z,F�c,,r DRAWING NO , _76 4.). ft EYCAVATIOVJ AS FILL. W!�4. 'r I)f C1,01 W,R IRS -C E. NO- 1568 - - WARREN W. REPKE, RCE tfk42 . DATE FILE NO- - . � t=-___-___- - - __ -----.- __ ___ - - -- - - , , - � I I - - - _ _ - - ­ I ­ I . I— ---- __ . - I ­ ----__ ------I- - � - _­­ ­­__ -I I -)A/ ,C.6-12 � t . 0� '. _T - " , " ,Q 11 , 1�� 1� . Q - I 4 I I _� I f I - i I I I I. 4- - f�_ I I , L 4 + 4- I � t , - - I I : - I i ---T---T-. I -1 I I I . 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I 1 I 0 i. i Lf i AF- LAJ It: A. a f }y " Y 1 t --- - - - _. -- r rno _f' , o " . � ,r ;'` r _, �, f— saes 1 _ , , �I: rl . ♦ + - - ; fir. ,ii �i�7 ; �, � -i - � }I • N _ _ _ 11+ 4 j ; I f i - a gS C) - - LT IB R --7A t - ------ ell 0-0 000ll , z - ; N -- -- --- . - 5 1 • � �� E ., -- - Inv - - S t- cv C N T l� T ? £� L r' 10 " R P 1 - - - - _ _ - _ a - — -- -- - 1 F V a ' F' c wi N s CI L �D l k - — — -- -- — - - - - - — ' - - Ft C td U T 4 �t.b to C 1 q�J - - - - - - _ i ? IC, C E R CH 5 E .T 9 _ — -- } Fti� - - c4L UL } i 10 i _ 4 16 17 is 15 + Wnico 20 54 21 22 23 24 25 26 27 t12+YEH�YENUF�4NSS'RUCT14ti_liPZ`F� LCON57RU CT 321.00 LY114" R C P C 1200 D ) (WITH SoPMAL CCIVER PER V a a +I ,44 55 41 CONSTRUCT 30• RCP (1750 D) PER PLAN AND PER TROTILE ON SHEET 8 r J Ota to AND PER TYPICAL TRENCH DETAIL SHEET 2. G CHART ON SWEET 9 u a i0 a (; Q)oo = 1940 C F 5 V)too I 3 7. 3 F P 5 oc JO I 44 it 44 CONSTRUCT ,UNCTION STRUCTURE NO.2 PER CITY STD. 331 t J d J Q 11 15 CONSTRUCT 18• RCP, 2000 D, PER PLAN AND PER TROFIE ON SWEET a <S '� O ;w- E- SCAI /'9140' I AND PER TYPICAL TRENCH DETAIL ON SHEET 2. 2. to Ln c } 54 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD 300. (W AND V Ln in r7 ►l1 tCy = -_, PER PLANLy Doi io ) r LL CONSTRUCT LOCAL DEPRESSION PER CITY STD 307, CASE A. V EXT N l N Ca 90 ` 0+59.66 E.C. " Q M1 _ Cl I U,i c 60 CONSTRUCT R.C. COLLAR PER CITY STD 329. (DIAMETER To :r, C j C-) ul ♦ + r11 N (]7 La 3 G_+ O Cl} WATCH PIP£ TO BE CONNECTED) 04 41.39 END RCF r r _, �, t.. } Q ' �� 74 CONSTRUCT 114" RCP (1200 D), WITH SPECIAL COVER 1'' ; � + �� O PER PLAN AND PROFILE AND TYPICAL TKePOR 17p1M1i e� lSIs x� a 0/2 LAT. "A" I ;� . . l04 TYP. x <r a t� 'a . n s.►trs we uo-z- _.. x}23.72 py N Q 77 CONSTRUCT MANHOLE NO. 2 PER CITY STD 319. 4 "A"11 4 V I _ .. wiwF.F w�a. ..... .... e�.,F _ p e _ - _ .. �L - - - .. _e F �� .�" - O _ _ { LAT. A ►'� �"�' ...bb 78 CONSTRUCT MANHOLE MO. 4 PER CITY STD 321. _ 83 CONSTRUCT MODIFIED CURB OPENING CATCH BASIN PER CITY sTD 300. MOD -` 1 v M V L Ly _ ..._ ,Y _ ..._....., u.. i 1 THEIEXIS309. TING 10"ECT H PPGAS4AS NEEDED IN THE AND TELEPHONE PCAB E.FIELD EEOSHEETR w TD '* LATERAL A a( `,c, ' u ;_" ' , `y t Y r M '` FOR THE PROFILE DETAIL. (N AND V PER PLAN.) r y�. ( ♦ _.. t}. • t. ._ ,. ,fib.... ..... t1 .� .t _._. A _ ... . 44r 2e * ga 3� E f'f �3 �5 n ._ n _ _. 85 CONSTRUCT DOUBLE ROW BRICK AND MORTAR BULK READ AT EMD OF RCP _ ----._ _ STUB OUT. (DIAMETER TO MATCH STUB OUT PIPE SIZE ON PLAN.) i f I i �- � +• } .. T {_ _ ,. - —: = _ _ ,. � _.__ -_ . . _-. � -_ �}-_._._s ___ __ _...__ ----#,�.�, �` REMOVE INTERFERING AND PARALLEL EXISTING DRAINAGE IIIPROVF- _ �. •W ♦ � 86 MENTS, CONSTRUCT 108" RCP D), WITH SPECIAL COVER - 6 p 45 ds PER PLAN AND PROFILE AND TYPICAL Tnea6N 1\ ` VJ A _ Y rr -x r -r' t - r 6' — Jcn L/�, r O � UT I� 10 REMOVE EICISTIMc DRAINAGE If►PROVERE"Is. BACKFILL ALL TRENCNEs - _ QQ a.... ,_,.. _..,_,. _ TRENCH EXCAVA- LATERAL ' OCl" /a w�� WITH CE S MATERIAL FROM PROPOSED STORY DRAIN ..,,_d,:.,,,..--"-{.v.«.,.>,,.....,..-.....,W ..o...:.:t..,.,.......... � USC 1._ (SEE��TR1L HCIZEDN) .�-�-� - A/ p0°3559 E TION.�`DOSMOT USE CONTANINATED EXCAVATION FOR FILL MATERIAL. \� ADDITIONAL FILL MATERIAL SHALL BE PER SPECIFICATIONS s n H I LATERAL "BA" SEE SHT B _ k v M r u I T 1 ' <- -..... .. .. ..... ..._... ....... .. -.,,...... ................ ...,, ._.....-.. ..,.mow,. y� r •3 wo _ ��la 4 l.p 60 Ln .... .F"F .... 1'. - CATV -- -- - -- CATV T - LLJ CP cd I ; ; �I s>a�eT .Nu M�E%R �++�.► �n b �►,�-�• 411//9& calry m GREEIVACRE DRIVE OF REvtsION DAT� W CREEXBR/LJGE STR T (PR/VATE STREETCITY � �-ce OE CW. .A. .VW*tr-q,4 � cli `Y 3 HAVEN AVENUE C3 0 o O r N , � N o .Z N o .4 STORM' DRAIN a HAVEN AVENUE 4� A= 45° 8 - 30" s3 FROM STA. 16+00 TO STA . 27 +00 C = 48" NORRIS—REPKE INC. - _ y� x D(= 114" L.. Ca+ovlting C" Engln~o a•s Lane surreys a APMOWD BY: DATE: BE- 114" CITY ENGINEER RC-E N0. 24953 z 18231 IRVINE BLVD. SUITE 2 vl I ESS/p,� lS (USTI .730`I641p IA, 92680 �l�o ��N W. RE-4r. D"'' �, RECOW"fNDED PART 1 22030, 001, 45.00' 11. 93' 9.09' y ` TOTAL I 45° 00' 00" 45.00' 35.34' 18.64 No. 019442 DRAWN SHEET No O R L T « �`P 4-3o-43 'w G.C. a 49DA. 13 or 20 4 f'r o�+� CHECKED S£E LEFT RC.E.No °RlRc NO CURVE D A T A WARREN W. REPKE. RCE 19441f/ E 0f Ck0l W.W R. GATE FILE 060 1568