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HomeMy WebLinkAbout3248-70 w M 3 Z a I 0 0 I U W N / v o_ 0 U 0 0 4- 0 coLL_ 0 r-? f ADJUST SEXIST. RIM IELEV 1477 + ? # f 89+00 90+00 (D D (EE� 4 91+00 CF FCG G i F > S i t i i ( � 1 F 6 j EXIST: ' 21"-- E1 `PER SEWER IM 2. ..r 3°- i - . - . PRQP0.S.ED._,_S1W ON STORM' DRA 92+00 HH #324 F� ANHO i MH 11 PROFILE SCALE HORIZONTAL 1" 40' y F ' VERTICAL 1 - 4 `rM 93+00 94+00 95+00 (J_j� (K K _(L L MM 96+00 NN o0 EXIST. 1+58.77 SEWER MANHOE ? .... � ... si .1i ? a i CONSTRUCTION NOTES: EV 149 - F - ..___M._.,_ i 60 CONSTRUCT SANITARY SEWER MANHOLE PER CITY OF 70 1472.20 64 FONTANA STD. DETAIL 112. • '� f t �..r.r�.._ 1___.__i•_ _._ t + �__ _..�_ 63 INSTALL 8" DIAMETER EXTRA STRENGTH V.C.P. SEWER. 6704 CITRUS AVE. 70 PER DETAIL 2 ON SHEET 3 0228-323-11-0000 1477.92 6694 CITRUS AVE. k ' 0228-323-10-0000 INSTALL e DIAMETER EXTRA STRENGTH V.C.P.SEWER 6688 CITRUS AVE. 70 PER DETAIL 2 ON SHEET 3 0228-323-09-0000 1483.46 6680 65 INSTALL SEWER LATERAL CLEANOUT PER CITY OF I I I i d 70 1485.13 -�}- ► FONTANA STD. DETAIL 125. SEE DETAIL 1 ON SHEET 3 APN 65 1488.74 ADJUST SEWER MANHOLE TO PROPOSED GRADE. 65 64 5r S 70 CONNECT SEWER SADDLE TO EXISTING SEWER MAIN PER DETAIL S1 ON SHEET 8 65 6652 70 65 64 65 INSTALL PLUG AND CAP STUB, SEE SPECIFICATIONS 05 NN 64 65 `...,-.._.. L..._.� .-.i_._..L.,-......'....._w.. 5.....,,._..; ....+1.i-...ter.-�......-...,.y._.___.' .._...j ....... .�-....r^..•�...,........L._..... Yi-..--_• 00R_APN 64 65 65 64 97+00 CP PQQ +BACKFLOW PREVENTION DEVICE REQUIRED &�__6724 APN 0228-333-02-0000 1469.58 - CITRUS AVE. 70 -X- 70 1472.20 64 CITRUS AVE. FF APN 0228-323-12-0000 70 6704 CITRUS AVE. 70 APN 0228-323-11-0000 1477.92 6694 CITRUS AVE. 70 APN 0228-323-10-0000 70 6688 CITRUS AVE. 70 APN 0228-323-09-0000 1483.46 6680 70 JJ APN 70 1485.13 65 65 KK APN 65 1488.74 64 65 64 65 J 65 6652 70 65 64 65 6642 65 NN 64 65 64. 65 00R_APN 64 65 65 64 CITRUS AVE. PP APN 0228-333-02-0000 64 65 65 64 0228-323-02-0000 ® CITRUS AVE. RR ® w Q ® Q ® APN 0240-012-01-0000 64 J ® 6 � of Q _, ® ® _, w � @ _j > > wa (0 w NW Z oOlw- } Q , � �I- row > NW > > �W a \ \ �W > > OW ZW .. Z ZW Z ZW Z d'fQ- c° J zW Z rrj� �Z - p� ZW Z , NW ~ -W N Z H ' _ '. - Z.- ---- z - - 00 Z _ W CO Z tD t- N Z _ W Z° Z - W Imo, ? t� F- r g 2 � �• d' I- Uig Z - w Z w In F-- N J ao _ In Imo, _ J o _ N J .' O �o � (0 - tet- 00 J + W - (� J ,�- - J, _� e- - - - - -}- ---o - t Ln - a � c0 I i. j- Z �- Z co -1 0) 3 .- + V- W d' . • r O� W CO t\ s' � + / �r +� W + w F O �r tet• W 00 + of lf) W 00 3 00 j J +� Lo W 0�0 w +lY In W C� .- cn 0 X ;� +� t\ W r- J 00 t\ i 00 + I f t\ W i CO (. \ Q r- \ I- W (� r \ Li.! r- a (n H d- \ N W �}- \ O) d- \ \ i a (n d' \ O W d- \ 0) W d- \ d- \ W H I- (n W C7 W 00 d'\ i 00 fid'\ C� W ,r V T _ a� �x a� ; ` r [n d' �- 0) r- �' W (n �--- W �r - I- _ (n d- r -(r Q� �-w �-� �-0' to Z } f fr_ W �. 1 (n `f- ,, a iii F- Ia- c%i �- �{ - ^ .-� rs U1 d- ~ u% d' ~ (n d- W W i ~T.r� (n d- } I- to d' I_ V .r , 1 t .4`• .......r._) _.... } cn tet' 1 .. - ' M }ice _.._. i f ._... i '. ./• i +BACKFLOW PREVENTION DEVICE REQUIRED &�__6724 APN 0228-333-02-0000 1469.58 72.15' CITRUS AVE. EE APN 0228-333-01-0000 1472.20 6714 CITRUS AVE. FF APN 0228-323-12-0000 1474.$7 6704 CITRUS AVE. GG APN 0228-323-11-0000 1477.92 6694 CITRUS AVE. HH APN 0228-323-10-0000 1480.95 6688 CITRUS AVE. II APN 0228-323-09-0000 1483.46 6680 CITRUS AVE. JJ APN 0228-323-08-0000 1485.13 6670 CITRUS AVE. KK APN 0228-323-07-0000 1488.74 6662 CITRUS AVE. (LL APN 0228-323-06-0000 6652 CITRUS AVE. MM APN 0228-323-05-0000 6642 CITRUS AVE. NN APN 0228-323-04-0000 6632 CITRUS AVE. 00R_APN 0228-323-03-0000 6624 CITRUS AVE. PP APN 0228-333-02-0000 VACANT &�__6604 APN 0228-323-02-0000 CITRUS AVE. RR APN 0228-301-27-0000 6598 CITRUS AVE. SS APN 0240-012-01-0000 VACANT .1 � �_._ � ! � i. 1 • s r- f t CD APN 0240-011-17-0000 .�, •'-•.--'�-'---��-^- TT 6663 IT AVE. r ' .1 t •, + e - _ i ` � , i i � .r. _ J-ru,- CD C RUS- r. 1 rrl {{ 1 �,•,z_w ...� cr,: {� U APN 0240-011-22-0000 ( _ _ ao VACANT Z _ _^� . ^.co . M .• `; �•."` i.Jti � �5,. � t. e C� �"`^,.� Z 2• .a 2 _ ...� - � .«. _ .._... ....� ._. � _ ..... .^- � .... 'f? ...., _...._ ...... ._ .-...-.. _v.:"`�.J.�_... .��.r.......,.�:"w.. _..Z '4,_.a�.. "-. .. 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V r �1• ,ems .... .+" .rrra -..�.• ,...r.• wra .•�-,_•,,rrrr .._.�.._. � . �r =irrrr �,•.,,., �T � S ~{y , •� _... �,• c -'-.... .V .....--''�.`-., "r. ,,'� ..._._ 77. 1 � i S .,� > t i -^� E r. r +�' - -...- -• -Fr • _Ix _... - .,--_"."� r�..4� •i � _ - �._. u., r ._. _,_ , r 00 Jw yM I n ' I-- N I- to H Vj 00 00 1" ciK? to ' -N > - N - O i Z -• _ ._ w` � �t'� cv + LO zo � ' N �I Z -- t ll «' + �� z E EXIST 48' S D .5 + ^o N� N v ' �i 60 r �'`� M + fir '� c f` �'. PER' STORM DRAIN i' o c� r . t '^� c w w o0 ,,x o+ w :4 tet- _ ,��. �, V r� r r\ l ! °) x IMPROVEMENT t ,t x •, 00 ;: '0o w o w ��� a ;r 1r 1la- w y rPLANS ��" r1 w f w - >ti cwn cwn �' cwn w o w o \ �'' ~ WILLDAN 2003 -� cn EXIST. 21 SEINER I Ir w w w PER SEWER IMPROVMENT x U) 4 � 4 66 d' w a_ cn 66 x DWG. N0. 3001 66 1- � 70 w 1- PLANS, MADOLE AND ASSOC., 64 64 64 V) 64 SHEET 1 OF 7 V AS -BUILT DESIGN STATION STATION INVERT SEWER LATERAL ® PROP. R/W A TABLE LENGTH 9+04.36 1469.58 72.15' 9+22.28 1469.93 72.15' 0+25.14 1472.20 72.15' 0+76.46 1473.36 80.20 1 +43.62 1474.$7 72.15' 92+02.81 1476.29 72.15 2+59.12 1477.92 72.15' 3+ 15.55 1479.46 72.15' 3+83.00 1480.95 72.85' 4+44.53 1482.27 73.97' 5+00.83 1483.46 75.00' 5+62.62 1484.65 76.12' 5+87.37 1485.13 76.57' 97+35.41 1488.17 88.16' 97+62.501 1488.74 88.16' w65 W 1997, DWG # 2500 70 70 70 EXIST. 21 SEWER SHEET 3 OF 5 PER SEWER IMPROVMENT -�E- A IT IS CONTRACTORS RESPONSIBILITY TO ADJUST SLOPE OF SEWEFj LATERALS TO AVOID CONFLICT X PLANS, MADOLE AND ASSOC., 1997, WITH ANY EXISTING/ PROPOSED UTILITY LINES PER • DWG # 2500 6 SS SHEET 3 OF 5 �- CITRUS VENUE UU CITY, COUNTY AND STATE STANDARD REQUIREMENTS. U_ 40 20 0 40 80 w X SCALE IN FEET Q REV. REVISION DESCRIPTION DATE ENGR. CI DATE VLw CITY OF FONTANA, CALIFORNIA � E � �---REC0I2D Dt2aWI�tG CHANGESQ���k91 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT B. cal�o�M F en�ne n� CITRUS AVENUE SEWER IMPROVEMENTS - - --O J 11331 WEST SIXTH STREET, ONTARIO, CA 91762 15_u_L \SLE R=1.�AT_�-�ALS_dN.-_�tJ � ST k, �` 'L FOR BENCHMARK AND o - - - COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �� s Q (909) 933-5225, (909) 933-5228 FAX DRAWN BY: SEWER PLAN &PROFILE co O Z SCALE: N BASIS OF BEARINGS, 5_I_nC-,- (V1QVG.h N E�� MA1�11-I(�LC= TCi j(��`C. a No. 421 o z rn p p RA 1 "=40' DIAL TWO WORKING MAlt�l LINO-. �LEV• �1�01�fa N4rJS,CCU2gT� _ - HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY Prepared Under The Supervision Of : DESIGNED BY: CITRUS AVENUE DATE: M SEE SHEET 1 BEFORE DAYS BEFORE: ,� ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM ExP•o3-31-os YOU DIG - CONSY. W I i -S C l T�' r'LAf�I 37!0.2 c/V I \Q, -� RE VC APP VEp 89+0 TA 98+00 6 03 YOU DIG CHECKED BY: DRAWING NO.: TOLL FREE 1-800-227-2600 �`� SYN ER.S• - INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �9� 7 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � CA�-� Date . l �-/ - Q `i JL �o � •v 3248 a CITY ENGINEER R.C.E. 51152 DATE. 8