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HomeMy WebLinkAbout1368-3PROFILE SCALE VERT: 11" = 4' HORZ: 1" = 40' gt c, 0 m ,E,A/0 f/PL's 91.10 r � /N W.41-4. COAICRE'TE �'XW MEL �.►, TO 5,y,WRE J 0 7 3% LEGEND �I PROTI~CT �2 REMOVE IN LINK.-FE-RACE7 A.4REMOVE � REPLACE L lNI/T Off' 'z� • CONC,RETE'- ENCA SEME'/V 7- - • . Q . _ Q •' <2s') • • . U - ULTIMATE 4j Y A \� x x w I ��P L D' 5.37' CONSTRII CTIDIU MDTE S I0+00 II;00 (D- CONS-MUCT 12 " C. I. P, 409 321 (?)__CONSTRUCT S4" R.C.P , D- LDAD 1550- @-CONSTRUCT 35413 CONSTRUCT 81" R.C.P., D -LOAD 13S0- SE'E Sh�EET 2 2 &-CONSTRUCT 4-1-/2' X 12 SINGLE BOX CULVERT PER CALTRANS STD. No. D80, USE g" STEEL wA-TEt2 &x 12' e)OX AND MODIFY AGC0RDIN(5I.-••`r. I II 24 CONSTRUCT JUNCTION STRUCTURE No 4 PER L A C F C D DWG No 2-D193 7v I Z +00 13 +00 321 14+00 15+00 1!0X00 NOTE' CONTRAAND P{ZOTEGT ALL U1'IUTY � �T SEWER LINES GIZOSSINf�S .Q A �, 4 l x !z �c e p 23 CONSTRUCT TRANSITION STRUCTURE PER L.A.C.F.C.D. STD. No. 2-D235. MODIFIED) �' ll� Q 23 3 27 CONSTRUCT PARKWAY DRAIN PER L , A . C . R . D. - STD. 52-01 MODIFIED PER lI]�9 Q ► u�P O'- gyp'- �9 Q + I-• 3 ' DETAIL "D" ON SHEET No. 5, S=•� V °�t>t �' v 5 �FZL 28 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. No. 102-B� W-17 N �.4 j 281 CY ' = 2 ' �? 4-Q N Q I- dJ I 29 CONSTRUCT 6 CONCRETE SLAB �• W - 17 L 5 . a,• I� Q f - w U) V SCC T/O/V Y— Y 0,A0 f I L (J A5 hE�lt(,� t) 4 �' W 2L� PROTECT SEWER LINE PER L. A. COUNTY STD. 2 - D251 , CASE 7SZ . ' m Q 1 'Ir� �� /� �, D i� -rip (p C�-I _ 34 CONSTEUCT CLASS 450 -C - 2000 CDNCEETE ENCASEM ENT • � I` O , 0• CAw F. j Atv Co. � d) ko @7_::�_CONSTRUCT CHILD PROTECTION 15ARS LER S.a•C.FC•D. STD• No. S•P 101-2. 3 REMOVE /rVT�F,'FER/NG PORTION OF ABANooNEO �g�I"' c C/TRUS o ,s ' /5 -1/­1TBY s'' sTr=:E �. v�Q Q VENUE sew�A ' ,�� _ ' wg� ° ° 7 70 E,F 2E LOG TED � U ATENO S of MEILCH CONSTRUCT MAMHOLE ACCESS PER CAL-[KANS 5-M DWG. D83 WI -M B7 -Il U45 RAME 4 OVER. o ° - w { OTHERS o NSEWER ELEVA71ONS PER DRAWING No. 1344 Nn I I I \ - - - & _ _ cn- D - - T. C . E.L. IB.C., _ Y r '"Ti�. . 4.0 5J W Cn S'T /O f• //. l 7 B.C. F111f.S. 1 I _ .4- �• _ _ ... s IN . _ _ i � _ _ _ :�_ ��a— �_ w . _ _a z -- - ..' a >� I I I I V. \ - _ - - j c STA O.C. ' /7 3 �0 21 1' v Q DETAIL D p z 1 ZY_W-1 V p _V z E'X/ST. T'OP OF SLOP' N W U 0 EX/97'/N6 CIIANN4'4 GL0WL1A1,6r ( `2 r-IZZ � O $ p�QPOSEO CHANNEL A�LOW6IAIkF Q' = s = o • 003 v' J • �' ^^a Vt�^ / SE CTI ON S - S SII _ 401 /1000/B'30"E 5 � 1 94 6„M Mo IO;+5,00- ,,GITRU5 AVE. �37 27.25 1 I — t\ . TDP SHELF RUS Ave El I+O�•WHITT1zAM C`Fin6u M 1 71 .% g 8 I f 1 \ 130 •7 � '5TEEL /N\P_IM�, ELV. 6„ ►. o. NATEP, � LY I O, x 25.4 FL _ AlPa - �-• 4r -i° BEND I INLET WEST N - 2A.017 FL 24 `�� �_.. 6" 1 III N —� T U M. H. I ; 25.0 Fl. -- - J STUB W. ff W, VCP U Mt 25.35 FL 22.07 FL J �45° BEND 1 22.90 Fl,LL 25.15 FL d INLET IAJ. Z Lo" Y P) a l Coy 2�} oDUTLET E. Z 0• I 13 N I N j; 8 Q I 21.4 N N u. 3�•� � ra SEAR�ltG E 0 O4 TO + h\ \9 a. 4 w N .... SECQ TION Z~ z 0 N o s' CURVE DATA q W ;or . NOTE: EXISTINA SEWER TO F3E i � SCALE I"� Co' F PROTECTED IN PLACE Q URINGi CONS U •T E P 7'� C 10 N N _VjAT p O Q R L T P ,57059V' 22.50' 22.75' 12.4' LAJ �0 17 III It —Gil 41-011 Q Q � �' 8 Qec P QQ 4 O U•ALVANIZED W _ STEEL ANIaLE 2- No. 3 BARS ►► I� v ' 171 I +O •4i t- , • :r.. /B ! APPROVED: FK'(n-30 P ATTER SLOPE Il4" j 7D V"L 50' 30' 30 I, 2 /8 i , 4' DATE: o s 4,1 Z PER FOOT l2 ►' C I P 2� i /oo Gtr ,we e. �P 3 _ �� 4 � .� - -RECORD--- - - _ R,A- - • �� CITY ENGINEER R.C.E. 26126� � `l7 • ' 3 REVISIONS _ _ ` 8.. ��� No.4 BARS @CD's NO. DESCRIPTION ENG. DATE APPROVED DATE _ � Sierra Engineering CITY OF .FONTANA CALIFORNIA < BENCHMARK NO. 396 ,� ,� Ll)anG Ma EVJtJN�.h1tz• M a 1 koo -W � a (4•+13 - � � � CIVIL ENGINEERS -LAND SURVEYORS - LAND PLANNERS �- , D . KING, INC. • A . E• h�1tf f ca► A I� �� �I, SECTION B 5 PK NAIL IN P.P. #1170851E NW COR. 2 z e 2151 c. D COT QUITE 120--A �+ z _ G , l`l• 2-g�. '>�• •'�� ARROW HIGHWAY AND OLEANDER AVENUE_ r� vu Rx.!I' �: C7 1 41 799-8080- N. � , N T S � 's ar s; �Q %*IRE ► CWTA" 'AM>60 F4� /a�Z/-93 �� d•�}•'3 ELEVATION 1260.84 DATE. 9/C7 4. 25864 Business Center Drive. ONTARIO CALIF. 91764 Drawn by: STORM Scale: Suite F v. S DRAIN PLA N S /'� y �,tv:a. „� R ecVl n -d CA 9237 4 (7 14 ) 9 8 8 - 5 49 2 C�.Jo . _7 B E N C H I'1 A R K :. 4� • Traced by: Date: �. �, � i CITRUS AVENUE MA11,16 . PK NAIL IN P.P. #1170854E NE COR. • ARROW HIGHWAY AND CITRUS AVENUE. `_ ELF`VATION: 1264.82 DATE: 9/67 DATS: R.O.E. 3382 EXR,.,,_� 6/30/94- 77 /30/94- C Checked by: PROJECT MANAGER WATE R. C, E N t: E'40li FES. hI WE ST. FONTA NA CHANNEL TO FOOTHILL BLVD. No.:- Approved: Dr. N 18� 13 8 3 CITY INGINEER R.E. 18932 G goof. 7,