Loading...
HomeMy WebLinkAbout4314-74p t i E i i I t9 S A +78 t i f 1 I f ' i ! i ! i ! j ' I •I i i I I i �•. �i T 7°f: �T�T . - - - ------ T- - i --r --- ��-i- j---- - - i l ! i ! CH' I I i E' C NTRC OFA H L YER11 FAY i i i M H F I M 1 2. 0 i I -� I I I l E 4 I i 845 N : I FSS H S A T RIM I I I j F I A E A4 I K .+ I T.I TA. 'I 11 D. 5d !( LEA 'D R i V�) ! TA. 2' 7�+ 1 I.8'I It U RUP Y) I I I I I i 1 ! , 1 1 G ♦ ! I ' I i t i .i- 1pi - i i ,�I I S A 8. 2 I ; f j r� 35 i TC 1022. 27 R T 4i0 STAR CT I OIV i 1 _ I I- 3 �f.._ , s I i I 1 Li• i 3 ; I I 1 I i I I 1 i i I _ i I i f I HGL I I i I I i i s i :� j I ; i j �iT I '■ -�-• �1 � 1 i i I I i i ' 1 i I I , I I i S i I I1 I I I I I i I I i I I c D iR IAV i I .��. F.J. nc 1 -- '+ 1 I i I I i i {20 s : I I I i I_ I i I 1 1 I I i +' i r TAI. ! 29 7 I I ! X I ST ST�tU�UTR�S 1 I i i I 1 I i 3 I IOn CH' 8� 1 1 I i i I S N' E Y i E , ATO B� � - - f -I u I T.1 IG I I '. I i T-� I -T 1 _ F - Y i � 1 1 I I j I 1 i 1 i i - - _ _ i i • 1 I j I - 3 1 I i I 1 I - - i 1 i 1 i 1 i I i 1 •�/ I IJ i - 1 - i r^ 1 1 - i i 1 1 3 1 ■ ' 0 852. d C - I • [ i 1 5 i - f x _ - I i �e tG i a r • a . ) i • , • i , _ - - - - • - ' . 1020 1 - ) - 'I - - -- - - , ; i _- i .1 ��� I ti i i Ir i f i I i i� i I I �• �a s I I _ -- 1 -tet✓ E i - ! 1 a i ' x r r ' ... + i I I I a S i i i - i - 1 I { i I t f - 1 I - I 0=� CSS i A - 1 - �wv t 1 ! Y T I - _ T _ -E� =$� 7�- F - - 1 I i f S i `1 I i 10 r { , 1 , ' i 1 t I • t Q � �l # - j i i +4-- "� �_r_-_: _. 'T --_t' -_ --�•--�---•r- ^-T _- ; � 1--I_-__' --� .-..-�. _- _ ___-_._-_-___-_�4- _ _ _.j... - -r- -1--'!--•---.•�-'_ .t.._..T.,.......-...___�-. _ --i - ti --f_ i - - - I I i I i 1 3 I I 1 '1 i i i ! i ��r 1� I � I I 1 i s - 1 I _ u7 i - - i i - -- 1 E : - _ . - i 1 i - i i 1 C - a _ s -o. i - � - s' , I I 3 t f I ! t i - - I i i I 3 - i 1 _ 1 1 1 _ - e i i L 1 I i - 1 1 I I I - - I _ 1 1 1 3 i i I 1 i i I i - i 1 I I _ I � � o i : < i •---._._ .. - - -- - - -- wow - - ` ' - - _ - - - - + - - -CL - '-i-- 5555_.+._ 1 _. -- : I , --_ w i c L - I ' - - - , I i i j :� H. I � I H i� N • '�' N 1 E -i M, a [ - It'!'- � V i �i1 M CO 4i:' It } , v oD 1 1 : _ ! UI O O N Os U Q ■ r : r-� ; -- - - - • moi.-._� _. -- -=- -.i..-- _+ i j i I I I I I - i � •in N r� i N M :f`' kt oD� m - i I t � t0: O� i 4 a I � U - I - i i - _ : r : , • � -r --- .. .. ._._ - - _ .. ...-. - ' � , - `- _ _-__..._ - ._i.._ 5555 .._ .-.-w+r:-- _ _ .'i M y - - e --�' ti•� 1 r --.- � .. _-55___55.-.- --- ---1..-_ ..-._.. 5555 •-5555-_...----'-- 5_5,_55... _5555 :.. _. ... .. ._ �.-�- --.. _._-. - - - - -- - -:'- .- •r-� /_ -- _ O kbl-�- i r Oi A - EViPd= D :�RCD t10w - /� I c Q" -Q ;N ��' �Q + V� ♦ + '•+ d + O ♦ O • �' O . i COf ii _ _ - _ O , _--.-------- __.. _ . ----- - -- -- i . o CL +•� --�- +- -�^. -..., .- � - _+• ........ --- --- ► �- ^ - - _ .. _ . 5555 • __ __ - • --- --- - ----- - - - -- -- -- - -.- � .. - - --- - i + -� r -L Vl'ow a I I j t ■.i_ I i - : Z:tlf7 ■ �t-009 .r.�.Y♦ in e • i - - f- - - - - _. -- - i s - ■ i 1 'j,.•� T t - OC?' I 1 > Ta � a f- i I f I 1 i I ' i I Z• i I _ - ia.L � H- 1 Y1AG- I - I w I �- wmr iV) ao I :n -LL��y -• t I t- 1 ��.r - - {i� - : = i f L�i� I "1 i I I I i f I I , i 1 i i i I i 11= 11 I i 1 C 11 T. •5 _ _ I .145 -� LE 11�5�. '��I d. f 7 I f 2 0 LF f i � X ' A RCRI OFI T4 3 E L P i L tt � Ig � -- -- 65 �F-rT:-zv--!LF' I _ i S - SCALE LE a� Io2 cP: i E - I _ -� 1 iooa - I C 5 OF 48. 5 .TR N 1 D :x RC �F �ITiON 1 OF 1 2 RiCP D �20�Oi i A b Q L i I : , - ' , , .--_ - - .- - - -�- - -- - -� ^- - - +- -, __;.. _5. - � - - - - i � i 1 i � - i i 1 - - 4 I H ORIz I o i CdNS t. a LF i s _-__ .. ..-.. + +. _ .l ... ._. , r r -_ ._-..____._ .. '-- . _ _ s - - - - T T BI�F- T. t - _ _ _ - F _ _ _ _ _ _ - - I}AL I A q T�� I - � �. '� VERT I 4 T102"T�i�r� P i i I �-� 5+00 6+00 7+00 8+00 2+00 1+00 2+00 1+00 2+00 2+00 1+00 STA. 8+30.71 87 ND 8+3 RCP ST. STA, 10+97.46, 7.68' RT � INT (OLEANDER AVE} 80 „ STA. 7+ 8.02 EC LATERAL K1 �, i=STA, 7+78.21 Z INT LAT K1 7 INSTALL 8 CAP --- =STA.1+00.00 r INT LAT K2 & K3 LEGEND 1002.69 INV 3 CONSTRUCT 75 LF 8 VCP SWR - S=0.0040 SEWER NOTES 5' W/OF C/L �TC13 OLEANDER AVE) 8■0 L E A N D E R AVE 1. VERIFY ALL EXIST ELEVATIONS AS FIRST ORDER EXISTING STORM DRAIN PIPE B5 W=28.0' V=5,47' ST. STA. 11+07.50 � CB (OLEANDER AVE) OF WORK. PROPOSED STORM DRAIN PIPE TC=1022.26 2" 85 2. REFER TO JURUPA SEWER IMPROVEMENT PLAN, ST. STA. 201+36.00 CB (JURUPA AVE) t�.A w=28.0 , V=5.i6 JOIN EXIST SWR DWG# 4313 FOR ALL NOTES, CONSTRUCTION NOTES, W=28. 0" V=10.6' S a EXISTING CATCH BASIN PP #61358 =ST STA. 10+98.50 (OLEANDER AVE) N TC=1022'52 1002.39 INV 12 AND QUANTITIES TC= 1024. 53 tse� TRNINAT�S) STA 1+29.70 LATERAL K2 O PROPOSED CATCH BASIN =ST. STA. 10+98.50 (OLEANDER AVE) PP� ,1 END 18" RCP STA. 1+14.36 LATERAL K3 ON r' �pT IN UJE PP *4441450E 12KV i F '�tii3615 :2K�1 DRQ INLET END 1811 RCP t_ 1 lIADELPHA) (SBC CSCE) (ADELPHIA) 8" SWR X-ING 18" SD R'M=102 7 ST. STA. 277+17.80 CB (JURUPA AVE} , PF '44 88574E 12KV161. FP 444FIISE -.03 W-28 0' V-J.�' 85 � \(SCE) ( iELPHIA) (SBC) # � 1 " 48" CVP FLOWS SE - -*4088573E�. TOP 8 SWR=1003.3 6 I 70 - � t}� •4€�aa �E izK',� °� 12KV , INV 18" SD=101 3.99 FP "Ei'b35 12KV , TC=1@22.67 (SCE) (AXLPHIA) tS ) �`, x (SCE) tADE PHIA) tSBC) PP *4088572E� CSCE) to ©Ep LEGEND L. SIA) (Sec. R 1 61 ' PROPOSED STORM DRAIN PIPE D EXISTING CATCH BASIN O PROPOSED CATCH BASIN C 900 00'00" 22. 50' 22.50' OHL L-UHL 2f is + �' STA, 5+72.54 BC 0 EX SWR 60 C ave AI N NRHI____-_ --__�---f - G--� - - - C - - - _ r -NR - --NRt -- --NRW---- - _ C _ G - J vv---- --NFW ------iss- -- --NRYO _ �.; 09 PP *663487E 12KV - ----- G- r -E) (AOr-� - Wfi 77278 5 279 W �' w w w - -- - 00 w - -- IIIIII wIII I r' W 28C -w = _ ( 66" $ (FcnlTA ) did ANA} =ST. STA -2-77+06 81 €FD T �-_... �' ' tri W I W STA. 2 } -� 33i1 FLO*w p �' 1 I END 2411 36" P 1 t NV= ! QG t . 79 I t)' I h FROM S � I (D-1500) f� SEWER ti±h 11-_ 12KV �� STA. 2+30.76 EC R IN:= 1023, 50 ; NV= l0, 6.00 (5CE)� 10" FLOWS N STA. 1+95.42 BC SEWER MH- MANHOLE RIM -1023.5E. TC= 0215 99 RI 1 1, z 76+20.80 (JURUPA AVE) i r 33VLOW;7171 ® 21 " EE; 5' 1 I J t I N J- 0 SL -E A. 10+00.00 (OLEANDER AVE) SEWER OF R INT r R N= 102 I 98 E/'W j 3"ti -�°� a STA. 6+76.02 LATERAL K1 j I NV= 1002. 13 STA. 1+00.00 LATERAL K4 S3 LATERAL K4 CONSTRUCTION NOTES LEGEND Q R EXISTING STORM DRAIN PIPE PROPOSED STORM DRAIN PIPE D EXISTING CATCH BASIN O PROPOSED CATCH BASIN HDR ENGINEERING, INC 2280 MARKET STREET, SUITE 100 RIVERSIDE, CA. 92501 (951) 320-7300 ora- fits rv0l\ustnproj\200093\003\project-drawings 7rainage? REMOVAL NOTES Pool REMOVE EXISTING PIPE F6_11 REMOVE EXISTING STRUCTURE M--0 STA L+7,5,1%/ --vR�l - - �IRw ' Ef�tB-�'LGCP RQ _ LATERAL LI LS --'N- -- - w - - ?4'X7' SD (FONTANA) 5 rvuI C T Uhl k7- 011L_OHL OH rt (FONTANA) wasiv A4 + -----NP,W----- --NR's/------ --NRiN -- ----NRiY--- --NRW-- --NRW------NR'H-------NRl+r- -- --N CO -c 71 -- - -c� - -cam-- -6 - -c - -c - -� - -, tri N 3" M S51Aii *4-25 � _782- 2 83__ __ - �8 --- -- -- -- - - - 8 co W co W wv 0" WATER 1 ForraNA WATER) 14' X7' RCB cc Z W J W co ?2K V j; cTLT �� STA. 1 +07. 00 c9aI�TAKA) STLT: (SCE) W, rrl�l� STL BEAN 24" ACP83 Q _E -e l NERAL LI SC MANHOLE R II Mm 1023. 98 i Ns/= 1008. 69 N SIDE OF BOX 70 CONSTRUCT 18" RCP (D -LOAD) PER PROFILE 71 CONSTRUCT 24" RCP (D -LOAD) PER PROFILE 78 CONSTRUCT ABANDONMENT SEAL PER SPPWC STD. NO. 381-1 80 CONSTRUCT MANHOLE PER SPPWC STD. NO. 320-1 83 CONSTRUCT PIPE TO RCB JUNCTION STRUCTURE PER SPPWC STD. NO. 334-1 Q O wv REV" DESOW014 I 1� UNES KII-0 REVISED DIAL 'FWO WORKM BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FItEE 1-800-227-2600 A PUBLIC SERVICE BY IOUiD SERVICE ALERT dgn 10/27/2008 4:27:58 PSI USE 12KV U/G (SCE) \ O3 CONSTRUCT 8" VITRIFIED CLAY PIPE (VCP) EXTRA STRENGTH SEWER MAIN. SEwI O7 INSTALL SEWER CAP. SIZE PER ADJACENT PIPE. RNv ^ i oce, o5 33" FLOWS ''#Y 12 REMOVE EXIST END CAP. 85 CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3004 8 CONSTRUCT CONCRETE BULKHEAD PER DETAIL SHT. 62 101 CONSTRUCT 102" RCP (D -LOAD) PER PROFILE 0 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN 342-1 CURVE DATA NO. Q R L T 40-02'0011 120.00' 83. 85' 43. 72' �B 500' 16' 54" 150. 00' 131, 64' 70.40' C 900 00'00" 22. 50' 35, 34' 22.50' 49 CONSTRUCT 9' X 5.5' RCB PER CALTRANS STD. D80 SCALE IN FEET 0 40 80 120 Uff DW m'w Pi Wo Under TM SuWvIaIan Of 1 CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT +��°�"�•:,� °f ESS JURUPA AVENUE STREET IMPROVEMENTSf COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Gov SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, "'""" °1"G m r SEWER, DRAINAGE, 1 "=40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO a DESIM BY- 1� & UTILITY PLAN BRING THEIN INTO CONFORMANCE WITH CONDITIONS �>,� GiVIL a,� BJS STA 274+40 TO STA 286+40 2/5/2007 AND STANDARDS IN EFFECT. �T� 4F CIII-F 0 MAWG Nm: 74 � ii 12/5/07 WFY ,F.h. �-�►,c. �^,° (,�,�,� v 3�i `� 4:3 14