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PIPE MKNORS S4%LL BE CGMVSTRLCTED AT 7' 's ° (�_ 8 Cf$ 11 _ -.. - ._.. _.__-- -. - ..- .-.------- _- ----._. - ._- ----- --- - - -. . _.__. �. --- _ ---- -. .. - - ' .___.. ._._- -____---_-- ._--- . .-_-,,-... ._ _ --___ - _._--.. .-..__ -.. . --- ----_ _ ._._. ._.. - _ - -_ ---- .. _._..__.._._`- ---' -.. ..__--.._.__.. -. .. .. ---- -- -3". \ I I _..-__..--'- VERTILAL lN7FRV*- ON ALL SLOPES OF � -__.._.__..._ -..._ r _._..-- -- .._----.._..._-----.-.--... -._.._ _..._ - -- -.. .. i_ - __.._ _... __... ........._ _" rt _.__ _. . ..._...__.- .. _ - __ -'- r P s r I-L•V .. *. OLR. I OR STEEPER. _ __ __ ___ ___.-_._._ --...__. ._- _ -_.._ _ _-______---- .._. ._ __.._.. _ __-. _ --_______. " - _ - --....-...__.__ _.._...-__.._...-._.. -_.,_-__......_-,._ --,--._-_.-. -.._ -_-__.--.__.__._._. . -. - .. ... _ . _. --- _ __. ____.-_ .__ _. _ _ 11 G�-17 i 3,a.R. P. ALL REb LI D ,5T 1 SAL L d BARS. 5 R 11 CfS __.. _ _._._._. ._..__._ 3. Cp�TE SiHALL . 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OF BRIDGE. t }. » i d T 4(�d. 5d ELEVATION 3 5 r � f I TA OW RDE ISBEL PE L _-- - ----_ --------- ____ _.- ---__.__.- -__- _.._ __.------- ._____.._---__ ---_ __-_... . ___ _..----_. ._.___�_ ____. __ . __.. __ _. . __ _ __--___-.._ __ _.,. -__.,_____ . _ __ ._______..____._-------------__ __--___._ . , _._. _.. _ __. __ _ _._____- -_ .._..... Iti IV _. 11 ; r i g { yy�� �7 O BASIN •. ' Q 1. Y -. - _.. _ ......_ .-__._._._..___.._-.__....- �-.---- ------------.._...._ -___...._..-._ ._-._._...._-...._.... .- -._...--_--..__....__--..._- ..._..__._._....._. _-_-._._....... .--- ._..._.. _...._.__ -_._-__........ -_.._....._...__....-___.- .... -_..__.__.___..__., -__.-..____.._..-....__..-..__...--..-_.__. ._.._.___..----.._._.. ___._._-.. _._._..._.... .._....___........_.-_,_. __.________.__-__ ____._ __ __.. __ _ � _ �_ . 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SMOKES TONE STREET JEREMY COURT JORDAN COURT -r, �i1 � ( i , r t y , , o » . , . r , ' ; ' k 5. .R/W 30 ��, � ' 30 30� v � - 30 �`90� - g r� t '� � �� �� . \ i . � . I I d ; -�, <,:ot � � s' '" 8 1e �'J 4 : �, ' , 18 18 �h `) o �� I 1 -- ; ry f8" m � F Q,� 14 ``;, 1 . ")C,� 0 12 ��� `, 30 t _ �� 0 45 a, s � , f 1 tea _ ". _ o >� �� - ,,� � \ I , � » �J ,`, �11.R/J Y � 1 61 5 �ti A t ' jL Q Vii- " ti~ � , ^ C,�3 . q �/ y ` / t; �. '�i � N +' •It U�� i vC53 v� 3 1 �` v i I d } t J J C� T�J�7- Irl�J��J x d'; Z5 I d r p d /� d .., i z11 ? ! 3 �, • 3 '>10- d s s , ETIWWVA C) "F�' SYSTEM . - , �' I .y -` ti - . ...'i��� -- Y \ h, I ( » � �I : :- I 0) ) -�`�- 155.1 140L .00`' - 170.18' 1 * q ^�" 2 STggH G14ADV 5 1 ( 2 2 , 1 . . w , .. A , .k � I , � ,, a 2 1 _ �, , -,ez zjV J 1. a r ASEAENT .'.. E . _. '62 .OIk7C7 12 35•L" 2D .30 , " cb11-1 385.00' i 4 NOO.12 35 F 870-79' � N00 '12 3 'E 7 I x - � � - �' . �. - (or (:�r/ / - - \ 11 ,r I � - - �� ; / • -J E � \ , I . N 11 I C�' 1 , � a , �� jl 3 ti O r , / \ M 1 , l ti, I . . ti V a _ M w ' - - r� ` r Ri //�� �yyy y.``yIII+++.. 1 ,3Ci R.C.P. fL1 1.3'50) r.-_", 0 I ID . It y' � `� -- - 11 CV -, ' , EX Z 11 l. PL o ' ' ti cL 11'� N /�/ T. {VA 73 l (J `� t '$ r .. 1 ? ; t;.. ' Y \ ...._...w�/ �.�7 . 'i 1 ` ^� }. \ �. V) 3 f �.1..! r ^ l) P �\1� i - l f ! M ~ � --.�-' �p Q ! X11 ^w °" `� +� `R �} 47 n51 a k i F� N (p + ti �, g ., r A (O i0 ' a i, ,6 ,L) u 1 � i Q Y `. ' I �. ,'. Z k _ 16 1, y � ....�.--,... ,- _ _ .__ ry 4-4 - 30 R C.P � .�. 46; ; 1 ►, '� + co �* t y { ", % "� - 16 j U) Com, J" "� r t , V �' I - I i [� » `� k' 1'+ 'A r�{ " -.-._-_...__..I � � � t11(ji U � g 2 X PIPE DIA. �?_ v Tw a b SECTION A -A SECTION B-B tn z 6- -j- -� �- Tw 2 MULBEPPY ,-, �) STPEET a a 12 5 B 4X PIPE DIA. MIN SEE tVTE 8"T . � �-1' 6 � GRAPHIC SCALE 1 "=40 ' PD'E DIA. --------------------- ------------------ -- DATA -� _ �Ta I AGC,i�EGATE �0.5d G-s-5 cfs 1 1 3" FILLET o. CUTOFFci. MALL 0.1.0 cf5 4 0 2 0 0 4 0 8 0 120 O1 d= 22WW" R-22.50' L-8.97' Tb i L1 57.6 WS V=13.7 fps V=11.7 fps COASTRLCTION JOINT hGt 64.40 WS_ hCG WS _ hm O2 A P2 W 25"W 3.80* IALET BOX b �i- t' C�AAI%EL INVERT 14 --- _ ! X29 _ _ ?4 4a _ 1.1 21 21.2gX �11111111111... tB.47X + `17.72X CITY O3 d- 22 50 00" R-22.50' L-8.97' DESCRIPTION OF REVISION DATE APPROVED O4 N44*47 25"N 10.61' S" � Tf B� 2 � NOTES o B" � h'-- MIN. THICKAESS 1. DESI&V 12.21' 24" R.CP. 10.61' 24" R.CP- 10.51' 24" R.C.P. O5 N77 44 DOW 45.50' TOP G1� SLAB MDV Q� 6'- ABOVE CHAMEL DVVERT FILTER CLOTH FACIA6 CLASS 18" EQUIVALENT FLUID PI5ESSLFE = 60 p.c.f. LIGHT CLASS 30" MAXL►AiFI OUTLET VELOCITY = 35 f.p.s. (0-1350) (D-1350) (D-1350) O6 N44 47 257v 10.61• LATERAL A T STA. 2+9x6.31 LATERAL A T STA. 6+42.46 LATERAL A T STA. 10+62.64 �i� e 2. COVOWTE SHALL BE C-3250. d-90'00'00" R-22.50' L-35.34' AGC ,�7'L�GATE 51A�9ASE' BOTTOM AAD SIDES 7 � � 6" THIV( FOR FACDvG CLASS NOT TO SCALE NOT TO SCALE NOT TO SCALE PIPE COLLAR 9" THICK FOR LIGHT CLASS 3. REIAFORCIAG SHALL COWOW TO ASTM DESIGNATION A515 AAD MAY. BE v, PLAN AND PROFILE (8) A69 47 25'W 21.50' (SEE WTE 5) _ GRACIE 40 OR 60. REIAFORCIA6 5HALL BE PLACED WITH 2- CLEAR COAL ETE � ��T�-1 B" TYP. i 1.'1 PIPE DIA DV. 36 AS IA LALESS ON THE 0 LAAGISE. SPLICES SCULL ACT BE PEI�►lITTED EXCEPT STOPM ®RAIN PLAN 9 A,69'47 25"W 43.89' I 'r rn O ,4 _� I r A AREA SO. FT. 7.07 AS IN7ICATID GMV ThE PLANS. �• �� � ACTON 6" � MAX. 0 cfs 85 co (�) A152'51 05"M 43.89' � I I FLLL DEPTH ,' ; w 9' - 3" 4. FOR PIPE GRADES NOT EXGL�EDII�G 20% IALET BOX MAY BE OMITTED. ====:.,=j Ir � H 7' - 3'" �id.0 fps MCA_BEMY STREET v - L i2' - 4" 5. IF IALET BOX IS OMITTED» CGAGTR,CT PIPE COLLAR AS 5HOwN. Q-9.9 cfs 2 - /4 KEBABS hg4IZGWTAL ___ i Tw 3 a ' - " V-3.7 ,� Ee 67.80 NS Q ass, TRACT N0. 15798 AAD VERTICAL (TYPICAU ----`--'` b - 1" 6.. UALESS NOTED OThEHWISE: ALL REIAFARCIAAS BAR BEADS SHALL BE FABRICATED 56.03 WS 2 o-9.V cfs V e Y _. c - 1 " WITH STAADARD HOOKS. HGL V'-11.4 fps 4 � W ( AP S f , • 11 /' /� RE7Z EAAO STILL e 1 _ " 7. IN SAADY OR SILTY SbIL' lc� v� hGH y A.. Z �'% CITY EMIR L �� r f / l r R.F. 24 Tw a b _B" - a1 RIP RAP AAD AG6ATE BASLE CUTOFF WALL REQCIDD AT TFE ETD - w ul -1[� A - DESIGN I�T TW L Ir - OF ROCK APRON 2.64X 4 °C NO. 044762 � A L B E R T A T b) F17-TER CLOTH (PGL YFIL TER X OR EQUIVALANT) SHALL BE 1WTALLED Cl{fes EW"� CALL. TGL�L FTSE PLAN b ON NATIVE SOIL AAD BASE MIND" OF IFT. OVERLAPS AT J0DVTS. EXP. 3-31-02 aA 3788- w d)` A V1\- !r DRAWVERS Mt CRAY S5 SHEET F, , RIVERSIDE CA. 92506 1-800 MOTE RIP RAP ADT SNOW B. RIP RAP AAD SGBBASE CLASSIFICATION SHALL BE AS ShOWN ON PLANS 43.89' 24" R.C.P. 45.50' 24" R.C.P. rf F a (909) 6aS-1070 CA1.\ - u T s -� OF 227--2600 CONCPE TE ENEPG Y DISSIPA TOR LATERAL AT STA. 3+43.98 LATERAL AT STA. 7+19.45 chEp . F. AAD. C44752 DRANDW AAO. 7W IU(R7,Iri a lS B94M M 046NOT TO SCALE NOT TO SCALE NOT TO SCALE DA TF: / . _ FILE N7. 9&0169.PR0 17 O 3---a - - PROJECT SHEET NX), 7 of 25