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HomeMy WebLinkAbout5774-23 3 3 � < i Y 3 3 N E 3 - ...: :....- ......£.............. ...^.::.d__..... _,..- .. Y ... _,........y... ..._.. ... .............._ ..... _:...___ } } IRE EV-0-2- } 1Tn 7 ...E n - r r -...... E -. -. .. 3 }y 3 Y J_ 3 33 3 3 3 E — EEO- C �. yy .y L 3 NOTE: = __ CONTRACTOR TO VERIFY ELEVATION & _ - LOCATION PRIOR TO CONSTRUCTION & -- NOTIFY ENGINEER IF DEFFERENT THAN PLAN. _ E PROPOSED 36" STORM DRAIN PER CITY DRAWING NO. 5766 EXISTING WEST VALLEY WATER DISTRICT 12" WATER LINE EXISTING 0' RCP STORM DR PER CITY DRAWING NO. 5602 07 3 r^ 3 10+00 11+00 CYPRESS AVENUE 92' 46' 46' 12' 34' 34' 12' LA EGDEGA WAY SEE SHEET 3 60, 30' 30' 10, 20' 20' 10, Ish K ..... a........ W7. ... .... .... ..:....... ..�yF i _ - _. - __ -_ _. - _- - -_ -. __. ___ -- Y .71 P< ..:_. - }3 _.. .. . :. ....3.�... . ..'....,. � ._..... c.... .....E ... 1 "�"'"'"'"�" d E F « , Y 3 At y d _ ^ e_ .. -... .. o b FRg;: ........ ,.,...,.E . -� _ , E I« r � - 1= RIZ: 11 4 HD 0 12+00 VERT:1 "= 4€ 13+00 KASTAN IA WAY 60' 30' 30, 10, 20' 20' 10, LOOP. <A r WOMAN 77777777.7 E i r 3 i ^..^-.^.-^a 3 } ... ........... ..., e.......,.,,. .., ...:� .-,.,,. ... _-..- } - _..- ...E -. .<...,. ., 3. .. .t.... .,, 3 .. 3 ........ 3 _ Y � P 3 i i , t:^ ..s.rw —e � ..... .. ...: .. ...:...,., .. .3.. ,. p.. ... 3.. ,., ..�. ...,>.._ :. .. .... . 3. ,... � ...E _-. ........:....... ............, .....................:::::.-. ........... ,......... ' . a ,.:. .._:_..... 3.........,.... _... _. '--.... J. _Z - - iE-.. 3 &`---- 3' ...... ) ._ .. -L- 3 3 Y [ ... -. E 3 } _....... ........,......_, i iiwg Y .. ..... § : 4 - - -t 3 P ,..:. 7 p i l i l 3 1 a z _< ._ ._ < :._ c ... a _ c.... 3 L .. .. a ... Y ..,. - ... .. ...... i _ 13+00 12+00 11+00 10+00 H EITZ WAY SEE SHEET 3 60' 30, 30' 10, 20' 20' 10, NAPA VALLEY ROAD 69' 38' 31' 16' 22' 22' 10, CURVE & LINE TABLE RADIUS DELTA LENGTH TANGENT BEARING A — — 30.49' — N71'48'37"W B 45.00' 18' 52' 16" 14.82' 7.48' — C — — 195.72' — N89'19'07"E D 45.00' 90'00'00" 70.69' 45.00' — E — — 3315' — N0940W53"W F 2150' 000'00" 17.67' 9.32' — G — — 10.24' — N44'19'07"E H — I — 1 36.53' — I N45'40'53"W STORM DRAIN PER CITY DWG. NO. 5769 ('4 r CONSTRUCTION NOTES: NOTE: �+ 1 INSTALL 24" RCP (D—LOAD PER PROFILE) CONTRACTOR TO VERIFY ELEVATION & m E: �� LINE B 2.3-2f1 2 NOT USED LOCATION PRIOR TO CONSTRUCTION & _ z NOTIFY ENGINEER IF DEFFERENT THAN PLAN. o WO 3 CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH SHOWN ON PLAN) 4 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY STD. 3010 (WIDTH SHOWN ON PLAN) GRAPHIC SCALE 5 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3013 6 NOT USED 40 0 20 40 80 160 7 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 3005 (WIDTH SHOWN ON PLAN) 8 CONSTRUCT TRASH RACK PER CITY STD. 3021 (IN FEET) L 9 INSTALL 30" RCP (D—LOAD PER PROFILE) 1 INCH = 40 FT. v v rn REV. REVISION DESCRIPTION ENGR. DATE CITY DATE BASIS OF BEARINGS: Prepared By: CITY OF FONTANA, CALIFORNIA Q O SHOULD CONSTRUCTION OF REQUIRED Prepared For: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF ALLIED E1V G1VEERIiVG y�OFE�I®� IMPROVEMENTS NOT COMMENCE WITHIN THE SE 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF �o Q�� J. �l � STORK DRAIN PLANS TWO YEARS OF THE DATE OF APPROVAL HOMES m Civil En ineerin Land Surve ' Land Plannin �� s� �9 � SCALE: SHOWN HEREON AND CARRIED FORTH IN A SIERRA AVENUE, PER PARCEL MAP N0. 19434, P.M.B, 242/97-98. KK .g g 9 -g - g T DRAWN BY: " 16866 Seville Avenue z TRACT NO.20154 BEING: N00'33'32 W _.-,_ _� c3 No. 36052 m HR AS NOTED California 92335 DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY 980 MONTECITO DRIVE, SUITE 302 BENCHMARK: Fontana, DESIGNED BY: +I 'I DATE: BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO CORONA CA 92879 (`l179) 356- <8§1 ' „ Fax (9©9] 365-1795 Exp. 6/30/20 LII°JE 82-3-2 ' CALTRANS BENCHMARK #8-17 a, s DBW _ January, 2019 L;jYOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH (951) 817-3545 Y [ - f°�) �q ClV1\- �� APPROVED BY: �- ¢ BRASS DISK LOCATED IN S.G.E. TOWER LEG LOCATED 343 N/0 I-210, T� a� CHECKED BY: _ >. ., DRAWING NO.: 2 TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT FAX (951) 817-3650 0.2 MILES WEST OF SAN SEVAINE RD. Raymond I. AIlard, H.C.E. 36052 Date OF' CALF RJA �1� > i` =` ` { DATE 1-17-2019 5774 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EL=i428.609 (expires 6/30/2[72D] CITY ENGINEER R.C.E. 51152 Filename: I:\Cal Atlantic\Summit at Rosena\Drawings\FINAL DESIGN\Intract\PA 2\STORM DRAIN\STORM DRAIN SHT 02.dwg