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HomeMy WebLinkAbout2048-2 . . a I z S Z J• g !�.•r rz Z a . ovE.� s_O- LIc� d '" CT; '') v v J 89h` '16 h5 1� f4_t94 I+z V '� N O v W m j (----;.557;iv:_ 1y�yG 16 . �14.GJ5/ eW N m W N V v �o s�9O� ' y Io.08 �• F-F- N _ NI r\ OflGLz O to r4 r\ r\ °` �- .••'z . N w t0 m E' N O m N O H6L J11'GWWS C + + + + CN + + . , + +m + ico r I fit/ , 1520 -/520- . /p01 Id. 0 ,, , k __-.---_OVEROC/L OFSED NSTORM DR I NISHED SU CE R 5 /5-08.80 [. r�i g,r f �► °� E � �y 36Nx 34; GRATED IN�kT 1 2 D � � 7 1 --"'"%.,,, a'' W/-ITEC ,00,' �'�' `�P '� PRR wAY oRAlr! �� Q.b N5 �' ---, 1 /SOS 1,0 K ANp SEE RovyH GRAbiNt PLANS , ��q- I\ . A _- _--- ; �-I 9'3 --- -- --- ti �r,� 24/5LF^,18fiXI g O / -- /5./2 LF IS c,- GP , --41 e,a. `3 5 -- - - ----- _.--------- - -. HGL - -- _- E i¢oo-v� </¢.-49 ,_, _ T-_ '�- - 0.01117 - PS fo 1 pa - . . . HI 425 70.3C C:'z5 l0_ GAS \ -- __ -DETQ/LS Sy4/�t/N OPV ,.� � __ - v - , �� /;\ S FT HGL - - = A/E /A __ -. - _ . . kt - _n----. - -- =,T' �-�,� ,, . �,. ,.- - - - _ -:[>:3\t,.:5. 1..\4):;), LATERAL°A- . LATERAL -2 S 00656 j - -, sSCALE :� y -y ( yj- s - 0.00708 �, :17.::01.,,,t,„:,:it,:r.. >�-- S T f • HD . 40 o (!c!S - .0147 - 3 /13 °�. o �°` P4 ei 7 4't 0 ‘ C7C* ":' ' '< \4)()d co * ' I", . D�. 5 G'p a ,yro `c� N \\ V e F " i: ‘). T 3 LINE ss 113.7! 1 0 ,.9 /5/5 • u � o� D4 Hs/r/os� 51"RCP C.5, 16.° ST2UCTaee • I _ •p SCALES \S t � Q9' 1� G ly 01,06-1, 025 =102-0 ifs 025 asisrlaAso X - 90* - a fs 025 =8 .�' ors �, 6$.g �f s > HOR I Z 1 "=40' /$09� _ :)1 '�' /2x7 C 421'476.? V - 1o.4, fPs V -9 fPs v -8, 6 Ps v - , "_ _ 1 /0 / 075¢ , - Gt/ HGF z fPs N VERT 1 -8 T , - /5•og 82 s 1 .ir • J '� T i _i .� QV; 7 J �5�$.(� r SSTOg1D,q,4/NPLANS 'ti �: -� o NGLal �,• I -_ - 3 _ - 1 �oR � c 13750 r, r7 v, �: �. m 4 , , ?Ip T 6 o� / 1 1/ - / 05 � to M nlj v► at N - +� L r / � DWC. 18 79 a; ai ai o o �o = lo, + //�� F �, ® to r' o />>o off' �h�� g4 A•• 1 it. , LO 10 8 1 I.C9 in ; o . _ I. , . Irz , N N N s.. i N N 1 Z N f 'fili .1,• 4-6, 1500 . - ,, • ' .eibr o 0 , , , i 60-0 ii -5?6 y0 10 g g E O tG N d• t N a t0 J �� �c A A �.� t o c t o +' o p o o /2.70 L.F. /8'k'CP 27 90 L 16.,.-57b/ "RCA _M 0, ) , 1 M e " 1 2?/� r j 1 P `,S4po 06 567!0006$¢ // 90�h.7' 2/'z f D 2/6> - 186.91 L.F. 42 RCP [1400-D] > 136. 3 4 L. F. 42 R GP 14g0-D 7 X63.40 L.F. 42 RC'P� t- i _ ] 299.02 L.F. 38�' RCP- [1400-D] I EG.� ,Q =/505.06 eL,rR f/504,77 (/400- 025 = 25.l cfs V = 5.1 f s I ] 025 = 2--. / cfs V - 6.1 fps V =11.4-fps I EL. S" =/504.73 . S" /504.59 5=a.00927 . t [1400-b3 , 193 72 L.F. 30 RCP [1400-D] i� r._ .r 1 Q? 0 5 Q = EL._ /5D3.89 GZ { I l 2 c - F5 ".SN. 503.6.3 }/01', s lO 2 EL r s -- / --,49' F k 025= .9.7�c�.s Y�i4r - /P. 8• I _ � -LAT�'�44L-A 3x LATERAL_A-4� � ATE -_1_ - A- 5 A I . 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 CONSTRUCTION NOTES : " 0 Const. 18" RCP f OConst. Junction S•{-ruc+ore #4. per LAC. ct 63C . #2-D 193,seise 2.. 10 a wii-h sa +Y Bar per S{d. 2-D461 .m6:19:: case tir V as � 04 cons--r ud- 21" RCP �'E, 6_�.f�E�SA/[/T RY7to ricoo c...; tr) . O 0 Q CDIConst. 30" RCP = n �: 28' 28' v v ' ta- 1 4 in + r- W z 0 1 1 N o _ 14 m M ID W d' + + cn 28' 28' . ® N ^ - inc,! N 10' ;18' 18' 10' LINE ..B„ ^ Q mWO II �� :14::: (:•<-1'. O7 Const. 42" RCPzto' 18' 18' to' `'' °h°• o �< a NN� Q [SEE SHEET No . 3J O IDNrorr mN N I-I-- J U A N M +O O+ F-ID CD t"1�� J � o_ • w C.3 _ _ _ 1I1 I a u'V v a°° �t~!� 'Q� am - i .I- l - � OConst. Manhole #1 per I � .,,,o vr-i ce' ;�d� N �� �: �:� m d�i-c� IQ' . (43) (421 (41.1 LACFCD Std. #2-D102 11 < •e., 'ro� ao Of� e . m IIIA�� • F-\ �e Nom,��1-\ ( ) \ Za r! �� mcg Q wuD + T'd-'d'mo � "' ) (��) 0 10 Const• Manhole #4 per r1 1 }-- 10) • 1 -'�' m '.o Qd- r� n_ , ^ _ (oro O LACFCD Std. #`2-D113 v (r: I ( 1 �, a\\... i S Jz a¢ ^ �11 ! (52) (511 ( 0) ^ 4a1 (4'11 1 I U) 3 m , _ .�) T - (4011 ( � �� 11 Const. Catch Basin #2 [W=7;l ____T I ^ 1 t ),!..) w -T// _ �" - Per LACFCD Std. #2-D#152 V'4 w [1'.1 x Z ('11 1 V l ik ii, 4 o u - - �� :11_____ - laMMIP)7 WATER --�- a B NS vCrE 12 Const• Catoh Basin #3 [W=10' ) + \ 'mom 0 • •N •- ��� -� ° ��� PLANS perLACFCD Std. 2 D163 I ' IU �- �- v4 Wirinwpv_ __L_ _ T R D - - Q SOT - IL I _� •• - _ Imo. - ,.o - - � - - - �- 8' SEWER I I I ' I U. TC � -� � _ 4 Const. Catoh Basin asin #3 (W=21 ' ) � 1©ST/LSAB1079.21 d LINE A _zipper LACFCD Std. #2-D163 q I � . - _ - - t �� to O / liiiiiii cv c atm \', S (2.131 a ^ ^ j •. / 1 ^ r ^ (21) .- 's / �• Ol ^ _, ^ (261 <1',. ( ) � II O / C / ) (Zh a\ J 13) l5) lfo) ) (23 -J.7- , 17 Remove I / j . / ( (14) ( N ( . a� (11 1 (1� 1 (.lq ('��) (Zl ) (221 i_ <m Existing Plug and f rp•<o�10 d' 3 _ = CO wN connect to existing 42" RCP , i ,4�_ - / v Q � N «. llf26.5¢ I I •- , ' 5TR•5TQ•FQ PAT) I/' � • hLI3 � ao `#� _ � \ 1 4 -lnsi4// Terr,ioor-ory �i1P. Flirei- I - 7.16' 16.84 / ik \STORM /A/ t . �. _ O �Y/cif de-Ar/.7s- rack /�e 5TR•IOt�O 6.28 i /Q/Ser i r\ q - V �''? 0 O ond_ .O/n for future_-e.e/e/rsfo/7 \ 1,-' 2 •- o /9 f?� ve(txisfii�9 PAT or C. P � � / m� / /- � � Z z . c SS/p��pEc ► ZO Gols't. 2�"_gP,m © 0 Lu it 'TIZ Pt Gi-- A- - 2 L\ - tr, �0 ,HtE, 1,„ I _I J3C142/ti 1 , „, r• 40 J`0 C3 `/ rn `�" 2" p Opt) W I X/ST 4 RCp t� / , Nom O Q cc No. 25742 '" O I TO RE/y1,�4/N. G� l o Exp.12-31-01 d" !L , '1 I 555 STORM AWN / O oIn \' � � PLANS FOR TRACT ��- - . o< s�4T CtVtt `��Q` s ` /3 750, i F� ,s 1. nab E `�" c) 094114' / , b RF.U1510M n PRR-PAR. t�.. \ �---gam _ L - - ® ® _ ` ` : r DENS T�-li �,mANN RCS 25��(Z - _ - - - Ex • Est E- ( -Ex w -- - - . - . ' %mac.m E Tz•5 _ E CURVE DATA � G• �l` =F ti TD N ROA � 61 .+______---- , cfiCRRY AVe. TT .,--A10 8 w >� co1J N-rRy S U M M i AVENUE p DELTA RADIUS LENGTH TANGENT- ,„ _ ,., � r . O AN6� C� c12 8 Co$ 1::::i g fei - - - -Ex S� 0 22 50 1 0 35 '-----'1--527 .. ,‘\,:__6,,,, t10.26299 a _` - - --- � � 26.21'07' � �-�.� : .� r. �.� - GI ,_, z 30.48'23" 45.00 24.20 / c/), 12.40 t; � ! � ��`� �� b�s� • 'zk *�� � V MMIr Aves `�/ 9 R Q 04°47'35" 994.00 83.15 41- 60 C .. 10 0T fo Q 02.30'34" 1006.00 44.06 22.03 ' G ��� REVISIONS BENCHMARK . Engineer. City CITY OF FONTANA , CALIFORNIA More. J.P. KAPP c ASSOCIATES, INC. REMOVE 16.84 L.F.+/- EXISTING 42" RCP AND JOIN EXISTING. PLANS PREPARED NDER THE DIRECTION OF: No: Discri•tion: A• •roval Date: A• •roval Date: PHASE -F��'�«l0/Y.5' -//= .2- PUBLIC ' ORK ®EPARTMENT CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATIONS OF ,�x. --- - '_ t��=_• , :57??EE7_-NAJAS'-!./E0,4.T.E.lJEXISTING 42" RCP PRIOR TO START � CONSTRUCTION. -: ,, � -Ir111 � - - - - - - � 1�-'9� � �� FWE 43 - R.R. SPIKE IN E.P. _ - �^ • `� ,PRT � ee -,' �' l - UPDATE Tf�AcT PIIAstNca =1 it-15-q5 MO' BY PP#1536663E S'LY SIDE OF Drawn by: Scale: c• - � , :_ 4f �� WM. REvrsED OVER Fi•DW MEAS L/ ES (PROFILE) �l`'! 7-30-97 C BASELINE 220' +/- E' LY OF CIVIL ENGINEERS. LAND PLANNERS STORM DRAIN PLAN "_ • , �J�� E.A.F 1 -40 � g ✓. KAPP R.C.E. # ? 0/5 DATE © ADDED DETQ/L5 ON SHEET !Q `O` ;, -/2-�B - �, ,� CHERRY AVE. LAND SURVEYORS Designed by: TRACT No . 14276-`2-- >. tb.2�15 ' t MY REGIST AIION EXPIRES 9-30- 93 �- jeq/��p t,Cjf�S Gt�fS'7�8 1R. 1427fo-2 a� �- � _ Date: a 2ECopD ✓ri y-2&99 2002 IOWA AVE. SUITE 1 1 O J.' . /A•B 9-5-90 RIVERSIDE. CALIFORNIA 92507 ,Per10MELEVAT I ON = 1313 . 04 Checked by: .. -_ L________ , , Dwg. No. lijrA _.., .... • • • ._,.,_ N '7€- �:g \'‘'.,,,P.. ' [714] 276-8760 Approved:d2.0 �. �P� R S S 4�, rF ..//1/. - 1.58