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HomeMy WebLinkAbout1436-D 465 g 1 g5 i ; i } S .. , : : y � I c } } C •W., ` EX1 TING GRADE ER N k H R r Q r 2 t 1 s N q t t • t a -� S �d M DRAIN FUTURE A.C..GR4DEOV R m h G ..t455 .. x -f4'55 , z9 .,g7 .ate ��'h a , 6014)0 LATEZ4Z-5 '10- T.G. 520 a D HGL �`Z' \\ N r \ A4-4- 01A4 �► Q N •qD� pO.Iclsr - 1MPX'oYE1► ,c if fLAcls d sTATiCAl '04 /d.'Oo fl D!til$T 61h� 'P�h � _ � ( � --_ _.... ;. �r t MQP.O�/�M11=►.C[ fl,A1.1'S � ` J.tIGET STQcJCT�.:PE �t � : it .CIAO 46.00 r ■ \` --_ t 1 - r I I _ - �I I f 4 4 5 -•- - __ ---•-... - -x-445 I ao , ,; \ �\ - H� , qr• t � - -•�_ O--may,,, C.EX ''�'�4it/ 1ef v �I -� �� N I � cc at Y Q ,,. ao •a •a � � --,--.__ �� « � � � z p to .. Lu -4 . LJ t W . . R h --- - C -I A/6.L. co_ on .. . _ _ ' Ix - \ I \ �� �V t N � to � N � N . � N 1V Z N N 1LjC �� I ( \ �� W Q cD Aj•J. {u " Vi t+ W � ♦1 �1j 1435 - m m m _ z y ----'7.4 3 5 O d « 1t1. lCL C� t w t " � 433.57 L-P. f R W 1 � 28.2G Cf. >d of 0-60 lV\ .: y [ -� Q 32.G�x jD- :"' 73.Oz4-,) V= 6.121 -F.Ps. 3 t Qom= 3.POooa t . 73.4 0 V=v.8 3 LAS-0 ►►� I 1 e �ti It%e V r</SP's- &�T 37.84 L.F. Ye 0 R.CP. tD-/400f P pec tEs' 1{ !�d �' i ?Yl? D Z 276.42 L.F. - .l" 0 R.C.P. LIO-/40e) 49.81 L.F Z, t«ero3f '9,.50- L.F. 'J Els Q �� •• PROFILE „ R.C.P. .39 R.C.P. -/ Z 0+ w HORIZ. �oo127.00 4 P In � � ,� � . I"=40' roe• IStc�s, t!= t5.9�' s O 4.00 Lf IP of re.A7 � 04� hap` SCALES eao VERT. 1 . 4' _ V= 15.3�pS 7.425 .+ - .. .., :� 3z.o r �o > � _ 41. PLAN 21 22 23 24 SCALE ,-.�o• 25 26 27 28 29 30 /ENCNMAIW Q ` 00. 1638 ELEV. 1497 497 .4 it 44' EAST OF CENTERLINE ETIWANDA AVE. AND 40' N IL OF CENTERLINE u r, % BASELINE• SET BRASS tJ OFNC44 DISC.HS-END OF A OP I W W X C CONCRETE V �, y WX CMVERT dP tco4r !33.93 I c a (� J , STA. 29#24.00 �' LARK 12' L T W=21 V=zse - 00 y, aT T�4�,3 � •, V Z B.C. = 297.24.00 PIPE �, . N: W m M h • 0) 5o'I►'43' w __ 1 STA. 29.21.67 E LARK /2' LT.. ra , -� S. INLET ( G46Q1 �' c M.H EX/ST 15 17 Q ��-1 too FUTURE CdG 2 __ _ ---- _ O _-- ---- -- --- --- - - - -4 3 , FUTURE C.B. s� / Z z w Q EDGE OF PAVEMENT N EX/S'T. �9"S'l� m- --- --- ___-_ _ --- L ' 'B L N 89' 46' I4 W EDGE OF PAVEMENT �� �� �- --_ - -- - Q c" W (COTE 1 N - - - - -�--- a --__ _ -=�_ ------=-'. -o= se• 40. 55•- PROTECT EX/ST W _ _ _ 69 46 14 W„ _ _ _} r��1 . . -T 2 1I1TE2AL 11A.1 SEWER IN V Er/sr. WI Z PLACE -- - - - CdG N. __ Z TA. 29.20-98 C LARK 18" R �� O t CATCH BASIN W=10' 4,� #� '; .: 1 K�ci TC=47.03 V=5�5, J lJ M y� � � � N N 65 Se ��• � � Z qv �! J Y Y STA 30 31 ¢ PIPE ,.E.C. �_i _- _ Nee° 34 , Q Y STA. 45+82.771 ROCH.,.12 RT.ki 40a, I :t Z 4L.f, 18"RCP EAST• �� to h J J J LATERAL '8 9 o N o 'a' �~ N = LARK DRIVE � ; °' � I w t N. 139' 46' 14" W. F• h 2 N h �� 1J « � W � 6' ^ � I f� 22' N E!r Q ti = N 2 N 1+ 1 36' 4' O Z cpm �s 88' 40' 55" I y �' (n 4W b 50. SO' BXisTIA/y. LATERAL a W (SEE PROFILE) _ 4 � 2 8EY15Et7 P7:� c..1.a.ra.s.o. 11AfRovEMbz'JZ Pee_1e�•[ 9 r'9192 �� ' t� CONSTRUCTION NOTES r~•r M n DESCBiPT10 OF �2d1510 PATE APPtz- ol , ,, ,, CURVE DATA SCHEDULE H z z N CITY OF RANCHO CUCAMONGA E•ris� - • 1e" o R.C.P. - O RADIUS A LENGTH TAN. &-CONSTRUCT PIPE CLOSURE TYPE "8" PER ROCHESTER AVE. / LARK DRIVE W S B.C.F. C.D. STD. NO. 176 A PER DETAIL 2 90.00 ' 89°57'40" 141.31' 89. 94' SHEET I of 7. ES - 46.70 , &-CONSTRUCTAASPHALT LOCAL DEPRESSION PER 3 388.00' 9004'07" 61.41' 30.77 STORM DRAIN IMPROVEMENT PLANS (/) E8= 4629 DETAIL SHEET 7 of T. wsrJ,� 4vc t 2 K, ' LARK DRIVE 4 412.00' 9°04'07" 65.21' 32.67 W ' ,� C'O�lloCETE C?��t�'T.t�UCT/fit/ Of } ` \ ��' Tc = 4s.e1 2 ,o.4.PT/•4LLY CO�S'T.PI/G'TEO �/.�E' _ _: - �.� :t -=r TC = 4724 � _ FL = 46.57 ` C-a_ FL - 46.14 t E 5 45.00' 44'40'29" 35.09' 18.49 APPROVED BY DATA - . /.ULET�!/ /�E.P L.4LT.P//J'VS .S'TO. QRpEESS1oNq � = t j AL,4iV iV' A07_5' �Z) RE E. ��,y CITY ENGINE R R.C.E. No. -!4!95-3 TC 4T.I3 I TC - 46.95 6 90.00 31'42'40" 49.81' 25.56 y'`�' O� D�.p G'i FL = 46.13 L _ - FL = 45.95 O DESIGN itf Klit�tt• h1'1 Kli-i a AYSuli.�l IN, RECOMMENDED 4 owl r T.E.D. CIVIL ENGINEERS V v 21116?1 T 90.00 58°/S 00 91.50 50.14 �� 8331 UTICA AVLiNUI su[TE Iso STA. 29.20.98 E C.B./ - -� ,� � 28476 � RAWN 83 1 A A AV (714)9 7-4306 SHEET �+ Q E.R.A. _s OF_ CATCH BASIN DETAIL - STA. 29+20.98 n " 66b�F�dfi - d T-off ��ib--rE�Si6 W.6 CIV1�. ��P CHECKED i do r, i, DRAWING No. OF CAL1f�R T.E.D. R.C.i'.Nu.28476 l Xp.Daft?/-rW-Dat1936 - ✓n Ri•JFk S•L£ „_aErR h' a .tP CrE CRt-F oeEUISEfl SWEET 0/ 5 t I 20. o0 Near tar I M. . L I10 _14 10. 10.0 t 1 s.. r Il•► ' 14 L •t ibovs or face 1 If 1:1 A # T � - fe+ ►err I ♦ A t o rt E _ �- — I A It I N wlt� in 1 1 j M r 00 wefts FLO' I l=i• —3,4" Sym^1 about E JA i 1 �f s , 1 +► A - _ 5014ce across —Neer fact r , E ( a1N►enol "•t p of Pr•nd en•s "00 - -- - - - it Side wells _In Mf s+;� •�A o4s" j not! — — + t A it O i', 1t 6'--� A .. -0 - End 9111 0 I a $/1r[! t - - ------- -- , ,, � SEC1rlON 2•/lrtboniterito o f �sN It e- and vwrt W around 1 0 PLAN PICTORIAL VIEW JE t-*,#fdr ears pse 1 hrtral �• Nott: �' H" rr'>•" to net Ike - P L AN _r►s p Q For Aire L A _ 1S ASPHALT LOCAL 0£PRESMONd-dow DETAIL ti • Z Cr a Rpt dial, , Morso Method-A `�' '• For face ,�3 A't o a Pigs die Aggreg�tt 5 '� (m1n11 I �• wt011 wall 4 �� M Is •T 4 05te It \ \ 04 to r!- SSS Eaye bens ==____=-- 1� TYF R AT 6 O-C S•0 f�o asteria of I , II• I, t's" „1. •'s f 6W bar �.p, -1 R-L -L I.,d nib 5110�► �,� e•• flop. n ,.1 , 1',;Il,t _ ' ' 11 Ogee ,1_ • .t I tach face 6. i t~ IX _1 Y 1:1 0 0 0 0 0 - I+orneters • r p -1 ` j..F�IreI „ J tea Ince Sore orross E emlc+m� ! 6 = 1 Construetiaw ''�` �-.. Q. ' Channel Invert O O nom' I N O SrcrtoN 0-0 ELI J Z Inlet �: S» ` /T00 8 Min. thldcnes 1 l 1 1 tom' ' • etstab Min of i" Faci CIM ir .,_ V .�� 3b"DIA. , w.,, loth I above channel invert light Class Xri - C.MA (12 GA) SECTION 8-6 • - 15-0 - ,•4A f base botto �d is 91, $ a o •�F It i� a,tor? Nttr lect For face SECTION A—A thick for Incl an M CON IL-CLASS ill 0a x �- -4'-0*--- .� It • P t r thick tar light 560-C-3250 tpV. T e SEC TION A NOTES It' I - -48" MIN. MIN. i ''p—go t •Ili 9 1. Oes>,rt: •t to+t o' t ! •a p+t- Eouivolent Fluid Pressure • C.I. -�. PIPE INLET DETAIL STA. 29♦21.67 EL EVA710 -E Ma><lnwrn Outlet Velocity p.:, 2. Concrete shall bo S64 . C - 10 Z 4(0 J'0'j Retoferc"shat center TM desatnatral ASIS and wwy be a ��s GRA '' O 6 aIle/ ESTIMATED OUANTI T raft 60 Min.. Rens1 shall be placed with r clear concrete l5 TSE AT 6 0 c I''p1t _ - _ ___ . _-___ Cu ids cowl unless noted st Ise. S09M Nall not be 0~10d e.tapt 0 0 0 o Q a Aernia �► tet Slow-_______ _____ __--------). bs as rndrpted en the _ C , v I4 •r.,�. O � � _ 1� 1 - 4 i. Unless noted host. ASN reinforcing bar benAs sAHI be fsb•ratN with Stan oaks. f 1. five too chain look lencinio. v be post I$- deep at vats andV s - "ca Clau a rnortN. O sECTroN a-e 1. In and SElte sail: o Torso and awe"#bast cutoff was reduMed of the sod of ENERGY DISSIPATOR REINFORCEMENT DETAIL rock apron. 3(12 A. �%� r , III F/1tf�+ cloth 1►oltlilter X NtsvMer. evIi Stas M �be rnStalled , c.M.P (t2 sAV notrve, soil and bass• rwninwrn Of I It. eae.tsos tI pints. ;; E _ Z 9" ;n CONCRETE-CLASS ~ � +A.•1S — CONCRETE ENERGY DISSIPATOR DET A 560-C- 3250 I� N V48" MIN. STORM DRAIN W CONSTRUCTION NOTES PIPE INLET DETAIL STA.21468.36 0 10 O L �--,4Og;/Z" NO U'S 1 p°I T 4r0 -c-Xor eoxn►e r` Tic.:_••�1� ` ��-�, f �"� / A came,efe caft is room ed who r Mr chorW p/ Pro* Rc mds 0/0 ff. Ar foot. r Z When p " Of dfitrr' dvrx/rrS air pined w m o ca come e I � r coAbr, L and T shore'be 1/rvse of the Aarger P►pe D=4 ar Oj, Mew or Exna i I E.IIbI I►a peoArr p1� '-'—" - ,' 3 for If Iwe Arpw thm 66~o rorrns/c»rtlr obfty a regi~ ' ►A.f 4 for pw sur A&isllrlor usr next SIM b'9a+' S Offe re�a-c#v an segues 24"a�Id Ares n da^ne►�, o*d on af/ e f O ! l plprs when &V* A is /ess Man 00 „y 1 r 6 When res>tlbrcrp/s reused ft atEwwter of the crcvtr ties Z ,eemre, �R e...fe 115 /.sl.9�i�i><1E.vf PJPOTECT y/y►/!t I\ ' + 4 shod be Ot(?•' wue' t/rcknrss 1+ B" l3 CONSTRUCT ASPHALT LOCAL DEPRESSION PER DETAIL SHEET '• � ?' .` �, 7 M?'fler► g is e�ro or /ass than Oj, pn a1r+e►n ono when 4 DESIGQ1PT1o1.1 oP e'EV1s10►.1 yWTE APPe. rs preepr MW or, /a"'' soffits �r crcmrues 6pve moy be cer•Ego/Ird me,o,A�oe, cancrefr pve, o-renforced CITY OF RANCHO C U C A M O N G A cor►cnk orbs,fa asbestos cen/em ppb ISO Gl�itfioLETE Ct9it/.rTiPUCT/Ort/Of A4.PT/IJLLY CD•t/s'T•P�'TEO P/PLS" /.tiGET �!/�/ �•P C.4LT.P,4r1/S STp. �L.4rV iV=OTS �E�.,, 19 Alcor ro be use0 for o sire chonge oo the momfine DETAIL SHEET W STORM DRAIN IMPROVEMENT PLANS E•r D L T 77F 4" /B /.0' 5 W 40 10' 6" 36 /5 B APPROVED BY DATF -'. r... y^ 1ecv1.lo+Es .• •- LOS ANGELES COUNTY �- 4 /5 /0 FLOOD CONTROL DISTRICT til 570 L 5' /00CITY.r. .. e...« ..-. • �._ - ;�� CONCRETE COLLAR ENG I NEE _- � �LI�-4�.c_ _ ��- R.C.E. No.�)- /7 // j DES GN RECOMMENDED 66 175' //•j FOR PIPES 12 WaES DERBISH, GUERRA & ASSOCIATES, THROUGH 66 INCHES .».owe A[[OrrEMDEO�. 0.t M .......... � � .......« .. 'i� R.W. 8331 l Tl( A A%'[R�tll EN(,INEf RS SL'1Tl 150 SNEE 1 E /-,LGL .-.-•••. ... »« 4 .M ..., ..:. .�..i o.tt - — ? 4 DRAWN N ASST CWJF .E . ''•' r LOS &MC -ES cow*. FL000 Co*T� p,SMC'r - ,! L NONE C 196 IwWaT 1 air , V R ( (A 91'30 1'I 8'-4306 ` � P.G. R.W. f y rT OF ` CHECKEC he cl [ rb I DRAWING No R.C.I .tiu.?6476 I gyp. Uat'� DatuWA Iy- -.�_If/ 2 -0- RIVERSIDE BLUEPRINT RIVERSIDE. CALIF. A a n • � � � 'n II II e �_ .., < -... �.,. . , <_, q • � n � y � (A � i// R� ��� ��'—' ••� ...�� I�i�d�CdG. 5k1 r�.C.C.P. ... _ _. DDC < a - 0 ' N oIse —__-------- cp N m o VICTORIA ARK _ �\ LANE arla3 O'Aolr Ar.eesr. ,�/i!J �b `f ` , • e�P. ��� �I� i i W 'G�r�991a3 iX/T!�"'�r�'>/fir s3 .57 ►rcx/Alcs/,c/ ....�...., .. .•\. ... .. ,. .:... ..... .. .. . ,. a. ._ F , ._� .._ I a a . / m LEMDY.�011 Ea'/�C.�ifR�.t.CfE•C ---�"","�• - �0 � � �S C. �?1G•.yE�724C .oVE. .Ic/d��NK� � ✓J/4/ EX.I.S.t �lS�f �!x'Io ....... .�. ..................,...,....:`�-....... ,C� �"_", ... .. _ _ . EX.dST, srd�•ti/ AO.fi ..lIK/EXISr- (� t :k LF�Ib✓.K � � w.....,..,..-..,.....,.. .a-.... ..M W a 4 } :. a o < - a o � y � • - .. U1 DID. /S/,el•, �' I N � ' � � � �.�.3s />*�9/�fi' t►/ice' ��.. d9 • a f C u w ' CD , 1 1 � C � t�r• L Z .0 a • � �Q • r • r . ;-...: :....;.. .....:-. _ .... wry t "moi •� y ¢d • E•asT �.w" _ *(oar'/ R �\ ; ao �•, < A ^' r^ •4� �1.G10 t*fUT. C.,e. � ,� I ! �� �... ;. _ 45 " w: -moo C7 / G � " a �,c/r+'• / /3./d _ o • 4 i m rn • ST.OT/O.(/ DO m � "-074W L/,�/.E, '. Y .. ,......... , .....-.a....»..wo,..w.-- ........ .... ........ ..... o-......_...w..m.-,..«a,?.... w.....,.o-..+...�....�.�.w� "� o . r k m 3 ��01b I................. ....... d A r x : :i.e...+:.--.(.-...-w.+,m,-.,-,-,-e-.�.^.,• a•-.-^^A.........,.. .� ..w +,..�->.:«a.,.,,,,.o-.,,a,,. •..,...«....:,,aw•-...>e .....e..:...,oar.............a ......w.. ,: ,,,-w.•«:...-.s.......,....q.�.a.-w..;mw.�«...,....e�.w...•�...,yaw+•-«+..,..,«w,-...o..w.-.....mow.....,, i : , z F:. .,, :.,...�....•-.-».r,a....,.«..a-«.a,..:..,..•d.,.»..............a,.... b,..r..o.,..,.».o,.....,-.o............ti::w,..+,,,,M..,•<».,'P.,....•,..,w....,..:.i....,:n.«.a.�•,.�.a-.,.w..-e:•.w........�.�.«.d w...o-.-.-£ 'gg , yy i , \\\\\\\\\iii �1 Ail cl�-3iQ.50.�'.472t•. 3 .�T73 a i ..... y,„(.,;.n.,.,.....,,.<,-.w...,: w.....«--,..,(.M•»a,.-..,,.,.,a....,., .a.....•,. �. .w,..,. ..,,..r.:. w,..,,,,.e,..,.,a,,...a..i...., ...,.A -',.«..-.o, .. b F. € a � b - y 4 �aa 0 n • ° In 4 s V s s t O AN /10/10 BG D� ; € � u C W C • ; : � nD 0 o nz v 4 Z• Q �m m __..«. o., .. .. A F �r M as o O "� ]� �� - �' `�► � - �� ,v�s,�'�// �'rii� : �. r. A7-0 N O � � ,K.,ti.��.� - •D1 7D oo — - � ' " T <� ,NG/�'N , ICJf'�dZ.77 u ^`N � \ �;vT. .w' �.�sr.'• w � 0 0 i. h� AW > � � D 11 � Z J+ La •.... . ,... a�...... p � > R39T' dam! sr � .. ..... . _ a <. . a t.�sd y • T o O Y fi r y n'1 z;: ` , m (h y ti r � w .so��v.9s t.� ctsi✓E x D _ �p D � D m c� �D Z � � � N �n� q rn m z 0 z fn 11D to rn I . .1,­,I ?, ... �%,- �'.....;..'.,-.......... ..... ...... 3 — • t f -------- Plop- _,_. ..: r_ . . . .._...- _.__..-. - _.,. _ :> Wiz.. , •, 1465 -1465 EXISTING GRADE, OVFR NORTH R/W C2 Q � ©) v {! � 1 N' \ ' 1455 --- _ FUTURE A.C. GRA DL OVER T ,STORM DRAIN _ W _ _ pI 4 CAh \_ {� -1455 ST . Z9./.?/.G7 64,8,0 i027 3rq. as DO L4T EALS a T6. 52.0--1 NGL --- - - �' Q h - -_ - -- _ - \ - cu STAT/d tiJ 00 12.00 * 2 00 * - - - - __ __ y �} h 1 �' /wGfT R v D - oCIA4 00 • II t 4 4 5 ---- 30 �I ------- -- - ._ ------ -- - II t 4 4 5 OAO 4' TES N iv w n, n+ - IC"- o c►r ti J JI, Q W oYr - I ! /l tu 400 e of W n t It V 00 cv % v + _ Q. � O- CL 11 ti l N 2 N N Lu O Q �? �` I N Z�, O�� ►may 1435k " eh tiw � � � a au oq � � W Q � ,a,��,�J• thy it ti ---143 5 Itsti V : �CL j ACL rti j I ti� PB.ZG tf. 1B""fr ,Pl.P CONST. 433.57 L.F. - 3"'/d R.G.P. �D-Id4V) to ~ ``-- o v ►• v a � 3z.G�Y r'o toom fi3 o s - 8�` -F s y Oi v Qa . 4 l V- P. . 5.a c./s-. V, = 4IP.s CONST. 3784 L.F. 99N 0 R.G.P.- (p 14007�oc `s�YjB.B^ ps �ioo IZA c�s� �(= l�•S s FYI' 73.0 c.(s) V, v fps. tD-1�00> i 4 4 ° v a) .__. CONST. 276.42 L.F. - 8`3" 0 R.G.P. (D-1400) J q4 » _ _. _ _ __ - '49.81 L.F. CONST. Q Mt, �� BOF-ILE9,:5o L.F. h 7 �W� HORIT. 1"=40' 3�r, R.C.P. F t ✓9 k.C. 4.� G:� 18 P.Co ��. Yr�,7 1425 --- @ 3z.o / 4/p-redo) scALFs VERT. ^ �'- 4' 4,00` I��.oct� Qttso IszC�s, ✓ t5.9EPs °ya wPLAN.. �_ v= �-ir��s ---1425 21 22 23 24 25 26 27 28 29 30 SCALE 1"-40' BENCNMARM. N0. 1638 ELEV. 1287.487 l3 24' EAST OF CENTERLINE p ETIWANDA AVE, AND 40' C m 4 N N. OF CENTERLINE n „ „ BASELINE, SET BRASS U c0 ` Dlsc� IN OFNCH k�, END OF A OP }M ') ? �� ti 4'X 2` CONCRETE Q) BOX CULVERT r Q: CB 47133.93 � cri �� 1 STA. 29+24.00 Qw=2l v:z4e �i 3 LARK, 12 L T.1 LAi Fui is 4LB3 �I �' B.C. = 29 24.00 PIPE , �I hv W OD h 43 w ' h 1. - /! .5 to STA. 29+21.67 C LARK, l2' L T. co � � O � I N - l 5 FUTUREC46 • Q �� I S.D. INLET TO 460 o _- - ' _r . �J Q+1 � N EDGE OF PANT-VEXIEEDGE 1F PAVEMENT _71 N 89 96 I4 w Yl , �U Nay _ `u PROTECTqPROP. WLQ" 6904r�I4" µ O� 4� C1� LL SEWER I N F ROP WRLAG - , CIG _ N. R/k• ► - -� - - - - J a-/)S7A. '9420-98 N 0.98 LARK, l6Rt CATS + - Y Lu Q, N t- TC= 47. 03 V= 5.5' 10 o\h Y W YTS. 30465.3/ _ PIPE , E.C. z - -- -� - ' ;� 3 STA. 45+82.77k Ro C H., 1,P 'RT - 4LF. 18"R.C.P „ „ M �� K� Fy ~ _ LATERAL B w _ W)i s b F,O N Er' h_l r• 12l a t N a1 I ri Q 12 S.Q N K /!6`_#4 ' 1h'. Q W N Z > v'IN N LARK DR/ v �_ 1c) N ! Q? _, I_ k. //\ 88- p /O C _ kiol uj LATE,RAL. A 5 Lu (SEE. PROnLE) CONSTRUCTION NOTES U ^. iP'1 tL>i! b - �EvistCs�1 PAT P-' - Af PL'• CONSTRUCT JUNCTION STRUCTURE 'A" PER CURVE DATA C H DUt� - (D=i¢O R.C. CITY OF RANCHO CUCAMONGA z � C2) -INSTALL 39" PP. D•) C►TY OF RANCHO CUCAMONGA STV. N0. 508 y rR1 - 0 RADIUS 16 L, E NGTH TA N. - � PIPE CLOSURE- TYPE" 8 PER I / B.C.F. C.D. STD. NO. 176A PER GEiAIL2 90.00 ' 89°57`40" 141.31' 83. 94' SROCHE T R AVE. / LARK DRIVE ., ,4EET I of 7. w C4-)- -INS "ALLr Is Qf R.C.P (D=2000) _€G_ �c 4f_,7C # /5 - --C t)NSTRUC7 ASPHALT LOCAs DEPRESSION PER 3 3SS.00' 9.0.4,C)7 sl.al' 30.77S1-ORM DRAIN IN IMPROVEMEN�I- F'L-.ANS \ , = �e.``' CONSTRUCT MANHOLE A PER RANCHO CUCAMONGA STD. DWG. No. 510 DEa7AIL SHEET T of T. TC 47.24 1C 4F..61 LARK D R I V E C6� _ CONSTRUCT MANHOLE 'B" PER RANCHO CUCAMONGA STD. DWG. NO. 511 4 412. 00' 9"04,U7 65.21' 32.67` =_ � � FL 46.57 , �FI. = 46.14 , i u , 7 CONSTRUCT CATCH BASIN NO. 1 PER RANCHO CUCAMONGA STD, DWG. N0, 502 5 45 00 44°4029 35.051 18 49 - " �` APPROVED BY. r DA7�- /' t�4 E 4�IL1��� /) �.`� _ `� CIl Y ENGINE �� � �/ Nu95 Tc = 47.i '� \ -` tT_, _a+.._ w., r�. E E ` `\ R.C.E. IC = 46.6, 8 CONSTRUCT LOCAL DEPRESSION PER RANCHO CUCAMONGA STV. DWG. NO. 518 1' FL = 46.13 6 90.0® 3I 42 40 45.81 25.5(1 L __ ► FL 45.95 � < ,; ~ DESIGN I)FRBISII, WFRRA & ASSOCIATES, RECOMMENDED _ _ r r � �.: `- �; =` '� T.E D CIS 11 E!\GINE F.RS 7 90.00 58-15,00" 91.50 50.14 - - - �� __- _ _ _ �! /r ��r STA. 19.?t-.:'r C.R. z RAWN e -. 6331 L1[(A A\'l 1�[ l SL'1'I1 150 - 4 - K. ( . 'A 91730 (714)9'7.4306 jo CONSTRUCT PIPE INLET NO. 1 PER CALTRANS STD. PLAN NO. D75 B DETAIL SHEET ? of 7 \ _ ERA •f 29+20. . . . ,.i: 7of _ 98CATCN BASIN DETAILSTA. CHECKED / 7 t)•• l,i DRAWING No. R ') )\� 2 47 I ) )• t 6 6 I eitf I ai E _>' 20. 00 w - i ` t `` �1 Neer fore ' 10.0' �- let ' w"l. •4Nt> rs For lace I 1:1 a A 7t � --Fe. I•te � 1 A �!4 -- --- -14A 06"d into j M i16 so WWII P) ILI fA fLOr J`s• l 1" sy" •ftvf E 1 - «.- �A MR Sika •cross -Mee► het• - � ;; �e apfror►ol _ X44 S rt &HM Dort ►nb - - ----L-� • low I sidle •ells �! s n ' 4 Ia .2 •4 F It fs - ----- - - - SA►►ce s F qr►►erre/ ig' ^" - Z S ECT ION =•/4 rcbett Aorrro y. _ �4te It s" ncrtical Neund o a ' jo u 1 Mo+c>r 1. PLAN PICTORIAL VIEW e•-►I- ►rR �E \ t b Eft Do►s NOh: to Mt �OMn1. x = - '$ j' PL AN I �(� Sec LA ASPHALT LOCAL DEPRESSION DETAIL a• 9 6�IMcthed-A Aggreq�tr rA Fw hots �!A If �� - 4 a Five die. 1. cutoff wall : S (lntn II r_ ( ► N 40S(�It 4Alt ''Sfagebs*s , =__==__- __ !� T'fpE A 6 _ I T O.C. !•0 Far 6 tw tmm d I I M T 7A at kest!ppe r't=S• rl} -•4 Edge ear R� �-a• rJ end*ft sE!wen► �, ,,. ty0• _.� /rante►ers L 1 ••rh face `= , d+ _, T 1n'liat : 1: s- 00 0 0 0I let- - Sr-�• '' Aka► Ike \� .Splice of IV E oplronpr l i' -� _ ....: ' r QINIne1 invert � eR ���� C : �ONIt Ci SECTION 0-D 1:1� N" S. N Q e MIM boa '^ -„1 , S. 16 - - s ' ^'' _•'..� Min. tf+ttknes: i •,,, a faCify Clift IS"' � � � •s f Tee e1 sfab min 01 i' �!+ _;,�; w l:l a � T 3s~DIA. t,� �, _ �_ _ tech I atone Channel invert t Cott �•' • - -IS=O�t -- �� t �.2 or SECTION 8� Z ;� CA/P. (12 $A7 y 040It as4 I �4A 5 base butte 0 A P Aldir► Ike For two SECTION A-A ' thick for eau �Hc��_a�,tss 4D It- •4D It r thick ter fight • 1N SECTION A 1 � tiN'N,,.. •N:.,-•• ,�, N `• .y t a, •sort _ _ NOTES - f}�I - 48" MIN. �•aA 9 04p 9 1.Oes�w: . •shit o' r-j' 040 it - - Equi"" fluid hereon C.I. - Maxi n m Owner Velocity I e.R PIPE INLET DETAIL STA. 29f 21.67 \-I EL EVAT/O -E t Coo"m Sha*be S64 -C• 10 4p it b ° 1 Aeinfewe h shaft center TM dopgoatien A61S wW wet►be Rs�m �t,Es i..F8 lift €ST/MATED UANT/T trade 60 win.. Reinf shah be placed with r'civet concrete 11S T'pE pT 6 O D It ----------------------------- Ce hft tome wn a noted of on. Selicn fhaM not be lwavvtted ezcW to►srrete__ R#wfop ev"f"IF ShN----------------------- 0 4 � M indicated on the _ } 4 J -u -- - -- -�-- - -- - ---- � 4 L Vale IoM rwne. AN thn/ercnh bar be"ft shill be lat"iceted with Stan oo�1. - 1. Fine loo chain hok hVick�,off bed Ntt it"deep to waft and sECTiON S-S enc Clvu • wo tar. • t.M aM Silty fed: p roma and &"""bele cute"WON 11 Novo at tht c+*d of , ENERGY DISSIPATOR REINFORCEMENT DETAIL tock acro"• 36"DIA. b) Filter doth (Polyfilfer X or equwallntl shah be n�ftaflvd M C.M.P. (12 Wive toil and bafv,awwm w N 1 11. omf apt N Omit. 9~ � N jh CDNCFMI E-CLASS 4. CONCRETE ENERGY DISSIPATOR DETA 560-C-3250 IM/. 48' MIN. J Y. i•, ,' r STORM DRAIN CONSTRUCTION N PIPE INLET DETAIL STA.21+68.36 4VO_C_?0w C T � ES a;�� �• � y�� a-- Install 374 .Diasteter RCP '♦. �a L 4 rorleyme coo n owmO »lwrlr hie M pbo! #w*w � Qb M. Pw JVa. �--- Install -1e" Diaseter RCP l/ Y Wem pjo"d d1'WwW dornehr2 we/iilwd�!a ctw ,rid CAI i ctlatb►, t and T sties'de mdse o/the rb w pipe 0-4 or Dz, I r / nhd*p r is Praha ' Akw arExnol. �__ � ' Ir I 3. I r Apr �b► or char 66'o�'�`Cow ate'Is rcgs+rtM 4 /S Poo xw n w AW d ux nexf erre bpi Ilan 11t). D'� !4 Of TA 1t SHT. 6 I � i A 3 Ow r rnha►cm al pp es Z4"and less rn dnrr elcr arid err a>r aid —r Construct Pipe Inlet 110. 1 per C!►LTRJINS a'PD Apes where wV& A is less Mar► /0' 1 6. Wh rr tw*lbvr#V is movie brie dierrrlllr at hilt octet'11rs • I shod be Of(2x t/ec,tnrss 1+ B" 13 CONSTRUCT ASPHALT LOCAL DEPRESSION PE'R DETAIL 9NEET � r . 7. Mh'le►r a is eR+a✓ro or less Mart 4, per lnrr+-/s and w+�srr 4 ~ DESC2IPT'ICw) OF a V15%00 PATS APPZ. r+P�.� - 4 p roty Okn Dy, 160IF so11�ft Ib --- CONSTRUCT CONCRETE COLLAR PER L.A.C.f.C.O. $TO. Mg. NO. 2-0393 -j-~� ems. ries Ppe>�be����. ctim'" Ape, or'"wi►red CITY OF RANCHO C U C A•M O NG A GlorrlCrtllr pipe,''ar osb�sfos eine"► Orfs A9AWtoArds`°""° s`jrC*Ongean #0Ma '"e DETAIL SHEET STORM DRAIN IMPROVEMENT PLANS L , /? 10, 4 / io s 10, 6" /.S REVI•tOH: LOS ANGELES COUNTY •� 4 /5 /0 -•-- •-� •••�•�^•- FLOOD CONTROL CHSTRICT APPROVED BY DATbl f0 ® CITY ENG I NEE R.C.E. No.A�� 60~ it �/ ' a"' ' ,• CONCRETE COLLAR o QROFEssIn /�5 /7 a , ' FOR PIPES 12 NCt'ES y,��cpRE E. Dc�,yC DESIGN DERBISH, GUERRA & ASSOCIATES, RECOMMENDED THROUGH 66 INCHES R.W. . I✓ Q ,,,,, •, O.T.M CIVIL ENGINEERS .....— I1 _ a•w. a..i.. '-- /yu c..�cr ' � -F � �' �,� aTi � - 28416 , DRAWN 8331 UTICA AVENUE: SUITE ISO SHEET R. C., CA 91 30 (7 87-4306 COS•NX IS COUNT T FL000 Cokym 98""C?WER -.P" ;��- NOME C MG wen 1 r � •p' P.G, R.W. 7_ 01F J'f CIVIL �P CHECKED he a tArb DRAWING No. OFCALIfR.C.L.No.28476 Lxp.DatDatd RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. 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