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HomeMy WebLinkAbout3543-5It LATERA_/C0Nt4ECT0#I PIPE F CC N11 P,r11', rccr Cri CISI' 1#;ELDER 14 REfSAR (T1'P.) I- E i L NOT=- I rc I1 L1t I G* I. I If4_NS IONS SHOWN E} Es THIS P; AN FCR METRIC RIC N EI~si�It'I IrN9T 8' 4_ MA!LlldE R F ARE �F-3 T PX �T LUES. l� #'�illil� VALUES 1R U Eck ALL , � CONSTRUCTION NOTES p _ .. 0.5 1 1 1/ '"X2 STEEL TRAP C IL ALLIES I 'AFF F ,F °�. t45TaUCT N �3HALL ,DE N;ET I.J V I_L FSi I F EXIST 1 1 a.5 ,TH 3f8" SALT .-CLASS c -z _ ; - __? ° r I s - e^- t 1 .•I I V E t. Ia t S ti UNITS AREUSED. L v 1r F IJ �- C t TP. , I GROUND 29 CONSTRUCT 24" RCP STORM DRAIN LATERAL, SEE PROFILE ON THIS SHEET -a � AIKIN Ali � I# �" - ZEE HO TT A H L L E t 1.1 F! 1151 I T S , ,_., ,- a ZEE �i t % P—RiSER;—SE-1)iTI�N�iS—SHEE-� EXIST GROUND _q i G P7 �-�- �-7� _ i-__ � T "ten _ I�FJIFiil47 lr�A�N "� I M ' — — ! is r_—rrrc—rir=rK1 vi� INLET P FF —�� 'e.-.- .�i r�4Q€, T, � IAI'i, Lq - A, F I' Atfl CASE I ACF ILL 'XI T + , .. �. _� __ x:17 E 6 10� 0 a D 0 �0 t 1 � �- ti.�,._ s I i• It A.NC-, - A, i ESS THA% 45¢ OR iF I5 I. AR(� ER TH&414� 00 Ism .. � _ 4 c' �* (454 -0DI -_ r -r �.� , �-. ' (24- j, 7 -4,1 -IN .N t3 T -� E`R AH L3 AR D S i R U ; U R E 31 B A L L BE S E C I F I Ear. 4 PCC (470-C-2000) CONCREI t ` G�� IAC I �•Q!t. I Fg, r M, TH 6x6x1Ox1a t�"WM t , FZE'L 4TI V DE N5 � -:, � _ T- L ; I Cay. DIAMETER {, � - - O�T� TEFL OF TH�.E Ih#_T PIf''k !SHALL NOT EXEI�- i s _,__..° SR � E ,4 T -1 F I SF:a I i3r Cl 11 I l SIE LIQ,1E 1�. T` �� I h� 31 _. tlk1)1'RT11RRFr) FWTH--- n ,: " ? TI -E INL`T �tPL �IHALL ENTER TI -E, Ate LIKE RADIAL'L-Y_ IF THE in HOLES @ 18" OC CASE I irv_ET PIPE C�,I NO -T N f ER RADIALLY. T HEN ANOTHER `�, I ANL' Ad" I N I'i_A_ TRU C T RZL H -L 5_ q_ P=-C••IFIEC 3O ! ° T"'_` BIZE �,F THe OPEKIN� INTO 'HE MAIN LI*1i SHALL •F THE 7ER ,17 T a -c ria �' ■ IS 30' aF"'. ### 11 MI ' t� U S I ISE :� I A �� > �. � psi py � t }°i E INLET r=1 r` L r� �l.i �s � tir I � � �., �„ 1=� �� SECTION ig �f�1 f�I,�(f FOR 4J i– ty � d SFE � �xr. tttt e� 1k i —_ i ] %i ort1 #t etl - SCALE t 911 `'�` U. °LL II EI TC RIPE SCI, � �E t I ALL BE F; A. FG I11 C 1J PEi•e +� UA ICH Eat.' -I F r I0 � � Lt�IC� '��1T�I Id TGIF WA t� LIN E C '1� TED TRENCH OR IF L It) ON HaRIZ: 1�_,, : , _ @� _ k' (Q stet//��,f�1 ��ryry F I —L WHICH ICI -I IAC, N i '�Ji.:.�!? �.f l✓��r I I•� I Lbrt= VERT • 1'f�L' 2F,55 ,- C a:. ,1ti h+,"Ili t4��yy-Aq,J,o}}�- -poi of NI gr 011 `; ■� ' _ BURN CR C. -HIP' Fr%0 0'r CONNECTDR PIPE. FLU•51­1 NI °SH INNER SURFACE � �eJiiL. il�{ti..M..?I_��fl) S � � if L Bl&! -[!ISI. �.®......�.�. j-1•ia� 1 — �b LIaE I4�TC--.� _ I- IIN ,�Ir,4_ EC thlE' 9v III= CI lG_ B,��rl% Lam. n ..t=� Rcp 19 r1sp ALL �II'e STT NG*S SHALL RIF G&LVA IZED. v f I`; N_�. e I.;7ATION SPECT 1=D ON THE P:RC . I DRAWINGS ' �t � AT THE , I CE N0 E � i4 rats Ii1adiNije. ,. SEE t T °'�"t;ti III,ITE '_=E EI ION 01 �I1= 1�1�'C�E '.���LL '4 F MAIN LI" E �� 1� TI.E SEI*I TES DIS' LINE OF F9_ET P iPF_ 1 CL W r 111>4450 ivy C45L t.HALL NU i tt_ 'j,_i;ED Ts+ � :p�d�E�F 70 THE -L0OR U7 - ' 1 +3 t` ; IFd.I:h 6 I 'I-F"� Ti -IE i _ruII I 5+a tl." PROPOSED • CASE — VrHIxrLE TF`I_It�_ 3O 24 RCP I Z -C k_5 EG 9 � lo# 0. ;70R :ASE 2. N 0 T ��17F� THAN _5 . m t 2` i NiET 1PE S€ A L BE _ LOP F I SLOPE ',� „11,1 I _� It1. I_ L WITHIN T-iE NIAIN LINE E 'A AIP-D TI�CNIC_I,R_. — ` ECNI i i I•DNZi � s � � ��'_ CAST 3 SLOPE # c. I y, 7 i ,.€• �a.'`� 4 a y t+ �p p� § - ° { °' �� '_3[ e 2 ' g. LESS I ice• I A ® T �� V tg:. ! I' i,' 1J ' JUNCTION UIES CF I Os�'� I1: Y.. i •�I a ! V_ P FS .}2.� Ii t�I f L ..i i ! 's �d STRLIC I RES 0:3 F ECA5 � r ;;tcx�al° I�yMS sltuLL BE ���i111 SADDLES. l�k_ 1 17. I I I I , j10E 01A.ME-1E CFF �HE 1IILE1' PIKE ti411 .LL N07 E i_E ONF`•H L:� '+ r �? ^�• �+ THE IHISF E Ind AMETER OF THE VLAI~, L �F. P 1.i_ 1' I1',I %1" C� ! Li DD—E T'_i FIS - NU0_.Y OVER Ti �� TV 1£11— 9 'E. AItj LI NNIC PLAN I SZCTION t S� IT AXIL %it'll__ BE ON THE LINE AND GRADS O TH-II= C31ma?,.fEC 0rr"4 P,r-�_ 29 1:1 .. 1, C , 55 c SLOPE 14_ TIS PENINS INTO "1"117 P Illi, II 1.1- DIE CJ"I A;I`i' Tt�I��� � TO rIT THE SADDLE CONNECTION SADDLE SF•..' -HAT NO SART =SILL PIFIC IFC- WOTHIN THE ��l�c OF TIII S DLT -E P! PE, i I�._ THE INNIaC:70P PIPE SHALL EE �UPP-ORTE A SHOWN v: #�AAES I AND -- ----- - -- - - 4 PCC (470-C-2000) CONCR DETAIL "A" A V.ZRICAN PI#RPL I 1 , ► T[ - THE CALIFORNIA H = E WITH 6x6x10x10 W�k� S 1 W RK5ASSOCIATE ION - SOUTHERN CALIF CALIFORNIA CHAP T t� x � r CONC E DRAINAGE rr<:�..i.c•_r-c, �,� 11,. � . -�. -,� .� R- P"'PE �.,. �. �- �-�,r�[�.i�r rll f�"��1-�};I�I I'LL � . � F _ . - _- .. , �,.� I� �t �.� E — k-� ��vr:y;1Y STRUCTURE AT >SER c_cTa:c aFT.+fir � _I nim _T? X32 - t� 332-1 NORlz: 1"=2' T101 � It �. I ..R_ IESs 'TI rr4 •W4; Le' F. r"1Tii STr�t�e"1h�R� PECIrr-I.aAITONS FOR PLIEI_I:; )NQ4%KZ Gf�US 1 RUCTION. I7Iai-r-i ew D mm 2 _ I Q z 4 CL • rl 30 APPROXIMATE EXISTING GROUND ' APPROXIMATE EXISTING FINISHED SURFACE APPROXIMATE EXISTING FINISHED SURFACE ABOVE SD LATERAL "A" CL APPROXIMATE EXISTING GROUND • Ca ABOVE SD LATERAL "B" CL ABOVE SO LATERAL "A" CLto 6 ABOVE SD LATERAL "B" CL 6 C:1 1445 -- I C�XG C' w W I 14 P,c;z - t�fnLO LIJ v) � �r t'1'ttJ WU5Liz Li 100; . p� • If CS • 00 HGL = o + o+ z I NGL C�ci 11 RECORD )DOCUMENT S=0.0350 1435`�`� _ i 1435 These Record Documents have been prepared I based on information provided by others. The ©3�4 i �L �w Design Professional has not verified the accuracy ��0• and/or completeness of this information and shall W P,rxv� n �vcy: Trot be responsible for any errors Of- Or",,issions CL.* J IoW J ch may be incorporated herein as a result �r Cq a o °- cv03 �o�®� us -_ �. P �"`:.- N It ZtO v) t+�Wi tJV x . 1'i u + CONSTRUCT"27.49 L.F. z + ui wza ;.8 ;-- 3-- r\ - 3 - ZI - 0% Ex 6/30(07 ++ as } OF 24 RCP -� _ Hpa a s A Q 100=11.40 CFS CONSTRUCT 11.88 L F I! � + DATE V W -9 65 FPS C E,�c — • 24" RCP m ;)^, ct Q100=17.10 of cseoo 'L 10y. 10 18V=9.36FPS 1 •BR _. 4 2S ¢26 /, 1 i V#50 1,-i 9 i LATERAL 'T PROFILE LATAJ. TIP PRO LE 140M I't- ,° I�oalz: , �wt BASF OF BEARING BEARING ARE BASED ON THE WEST LINE OF SOUTHEAST QUARTER OF SECTION 36, TIN, R6V`r, S.B.M. AS SHOWN ON TRACT 16085-1, M.B.282116-20, BEING: N00'04'38"E REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared By: BENC WRK CITE' OF FONTANA CALIFORNIA l� Q SHOULD CONSTRUCTION OF REQUIRED CoQ o E Hq oNq� IMPROVEM M NOT COMMENCE WITHIN PREPARED FOR: __..._� ALLARD ENGINEERING � �� �,�, �. RANCHO FOMANA SPECIFIC FLAN Two YEARS OF THE DATE OF APPROVAL YOt1' t'Ot'�'ES _ �, a HOMES B.M.BM#361, i Civil Engineering -Land Surveying -Land Planning Q SPIKE !N NORTH FACE OF P.P. i DRAWN BY: SCALE $HC?wN HEREON AND CARRIED FORTH INA 10370 TRADEMARK STREET #1536697E AT SOUTHWEST CORNER OF 8253 Sierra Avenue A-E STREET 11II'ROfMENT PLAN AS NOTED Fontana, California 52335 w DIIJIGENT MANNER, THE CITY ENGINEER MAY RANCHO CUCAt,dOPJGA, No. 43976 DIAL t TW❑ WORKING BASELINE AVENUE AND SULTANA AVENUE. Exp. 6/30/05 �y DESIGNED BY: �j ` DATE: `D BEFORE y"�. s DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO CALIFORNIA, 91730 i5D9) 356-1815 Fax (505) 356-i795 EW TRA ' / 1 568 JUNE, 2004 YOU DIG (0-7--041 a YOU DIG BRIM; THEM IMO CONFORMANCE (909) 291-7600� �D BY: o'q� e t v 1 CHECKED BY: DRAWING NO.: .. TOLL FREE - 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFFEC FAX (909) 291-7630 o David S. Hammer, H.C.E. 43976 Date�F CAL�F� RJA 5 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 3-� ELEVATION: 1365.01 (expires 613012005) CITY ENGINEER R.C.E. 51152 3543 5 . \ l ♦ n4 r l n nrrrt I "GiFVFIiG. /V7. �VRlj,IJ3lV,f NtV7 LGJtljti �J/lttLl �lVJVVJ/VJ.V"y