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HomeMy WebLinkAbout2109-4� • o 0 o ul o (j U-) 0 O O O U Lo � + + M M 00 Q .- +FU-' rPOrn ao �- tn� I-= M O >- 1 10 o� p p� MO P0 C'4 �o 6 �� O p Lo 14 26 LEFT z 0 + to o 0 + 0 LEFT o r IDE 11CAL o `° O M" Z 0 F-: 00 0 � �r POINT O I E- Lv W O p 0U 04 + co QO 00 F- pN 00 H� (n �- Ld O O O O U 1- � Q to O O � Q" - W I w 0 U ± O (1T Q PO V)(D W O n O~ Qo V) W V) +p PO( Q r V ) M L Q p U) d' W TOP OF BERM drl.5.28 W/O CL____- - TOP OF BERM 25.28 W/0 CL ___- 1410 O ----`_----- - -----�- � _- 0 1426 C. L. o_ __-----`- __ ----- -- o C.L. o ----"- IDE TICAL -- "- O + P INT _-- --� - IDENTICAL __--_'`--- POINT '-/ O O • y-- U _--- -- • Q 0 + ----'----- FINISHED SURFACE 0 CL ____------"- O 00 -- O --- -�--- O C7 p U to -__--- Q .--_ Q Q O O + U F- -_-- ---- - (n --- -__--- ----- o U -�-Ljr) d O V� Z Z p co d r CO -_-_ --- 00 O F- M p 9 d _ J� O O + Lo 00 T-1 W _- -- - FINISHED SURFACE 0 CL O o O U + M Q O It m r- ¢ Q 00 U + F- L dr- FINISHED SURFACE 0 CL W 1410 Z =, __--- p �" r)0 �� mmLo �, 000 W� 0 oq z � 1426 �� p RIGHT = 0 �� M� + �� V) O O (3 � a� F- d- ��- �- PONT 0 Lo �L � u = RIGHT ��.., o OO, � 04 M H O U -}- (\ Q Q m O 0 O U + M� Q N Q 0 �� o Qo �� PONTCAL w�' QQ 66 �o`no ac:l O O F- p j r Q O N ((n N� Q N O O +~ + M p ~ Q O F-� ~ �' TOP OF BEM 25.28' E 0 CL Co o U O O 0 V) �O O V) PROFILE SCALE 00, ►o I` < o I- 'tM h0 a a TOP OF BEM 25.28' E/0 CL VERT: 1 in = 4 ft - TOP OF BERM 25.289 E/0 CL c~n cn HORZ: 1 in = 40 ft 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 11+00 12+00 13+00 14+00 MONTGOMERY AVE BASE LINE AVE o 0 STA. 37+08 SIERRA AVE S\BASELINE AVE _ F- • -' O o I.C) o I STA. 10+00 SIERRA AVE N BASELINE AVE \ C`J I t-- u Cl SIERRA AVE HAS AN OFF ' -SET OF 62.46 N + d -I • WEST 0 BASELINE AVE Q VACANT, Z 0 16888 BASELINE 7222 SIERRA AVE APN 241-051-17 I _t ? APN 240-111-10 APN 240-111-09 829-0777 Q ,+ CV ' � � �) U -I �. o vo)Q Z INSTALL ±27' 027" RCP �- C.4 °� ^ o 6 I— D -LOAD 1350 + ,� - — — — - - - - - - - QLo_ Lij Q J -� w p Ln co co f I n u C/) N U cV ' %/ � (� Z o I ¢ 7f SCALE 1 = 40 cX M �X N r M N o �i I j �� , , — /�_ - — EXISTING 8 CG L� J Q I a co XX u, x 25 W UI Q m �; N r m cq w a: m m w ,� v CONSTRUCT CATCH BASIN N0. 2 PER L.A.C.F.C.D. DWW N0. 2-D162 Pa W Z _ i� I N ui �„ o � VACANT co a '� ,f, o o= m � m� o o� w N INSTALL ±187 LF � 'L + .a- MODIFIED W = 7' / �a m o �, Nd W - ,J �-- _ I I APN 241-051-01 w o Cl m u PVC �8 ®0.32 V = 3.63' 9 `- r r W Ld Q I-- I ^ I I ui + M d- oo r- + �" oxo + m SERIES 46 DR 35 (FROM PW PIPE) r TS _ _ _ _ + - —�- - + _ _ _ _ _ _ + - --1-- - + _ Z a �,; d + o co M t` M w �� d- n U- O ANGLE POINT IN PIPE u w SAWCUT LINE 0 5 FROM EX. EP LIJ 0 _ 0 Cl 0 ;� Q m z� ¢ OR CORNER OF EP TS cn u- oda_ V) i - --` --_ 45 NIERS --= IONN/E o 1 m 0 W QW W W ___ --------------- __-�- FL SWALE m _ _ — _. -- Q _ - - - - a� — - W o W - -� - _— — — — — F7�- — / 2 --I 8 - FL SWALEco I W C EP MATCH OVERLAY TO EXE PVMT 1 a TS STA 35+24.23 ® 26.55 WEST © a O EP N M d- Lo co N w W W _ _ _ - - - �- - _ - - EP INSTALL ±49015NRCP EXTRA N_ 0 Z n ~ z STRENGTH tW N o®N Cl w N J 3 1 -- 00 C9 N N EL— o 1 s ---- ----- ------------ ZZ -42 -------------------------------------------------- --------- -- ---- - - - --- - ¢ ro n Z zo m x �� ti m I P P 28.7 R T. FL SWALE ±108 " a LF PVC �8 ®0.51 TS 9 o n Q a w U o w a r SERIES 46 DR 35 a I w I\ \ o / m w ui a a N I--. 7391 SIERRA AV VACANT a x (FROM = M PW PIPE) o ,_ o r ,-. I \ \� w d- m 0, `. O o F- Q U r- Q U a APN 241-091-29 DIKE CURVE DATA APN 241-091-50 ``' N K I " in � a0 - I \ \ / 0 °' w VACANT 7241 SIERRA AVE ~ '�' N N ui o, o J z v ;�, o oM �; m w ® d. �\ F cn o+ APN 240-141-24 APN 240-141-23 N o DELTA RADUIS LENGTH TANGENT N m x C.DQ m o x � m� v / W �- to N (D 9°49'39" 2-Q 343.04' 171.94' M J N a °° CONSTRUCT CATCH BASIN N0. 2 U' J + ` \ ��\ Q I �- ®`` ® 6°04'27" 2000' 212.03' X06.1 �' ;�, a `` � o m N Z PER L.A.C.F.C.D. DWG N0. 2-D162 W, M \ m N �j® Q ��`�// Q 5°51'23" 2000' 204.43' 102.30' .�. Q, o o += - V X CD MODIFIED �' W- 7' v 1 1 I 0 0 ��� o MWEn 3 �m zo V= 1.85 MW NOTE: V a �;� � 0) m 'r Q m N w M w U _j ¢ OM N " cn I B ENCI--IMARK ALL EXISTING DRIVEWAYS SHALL USE N w = N a a "X" TREATMENT PER DETAIL ON TITLE SHEET w m Q < - CONS"MUC-HON NOTES & QUE0111ITY US IlMATE ! TB M — CHISELED ON FOOTING OF SIGNAL S.W. CORNER SIERRA AVE. AND BASE LINE AVE. o 0 o ELEVATION AT 1414.88' 1-800-422-4133 x o' Ir -0 m m 10 5 AC OVER COMPACTED NATIVE SOIL 15650 S.F. N � o W AC OVERLAY WHERE INDICATED ON PLAN 900 S.F. Prepared Under The Supervision Of : P CITY OF FONTANA,CALIFORNIA ITS THE uw I CALL AT LEAST TWO m > z Q 6" AC BERM 1500 L.F. DIAL BEFORE WORKING DAYS PRIOR rou Dla TO EXCAVATING Q � m ® SAWCUT & REMOVE 1' FROM EDGE OF PAVEMENT 0 2850 S.F. 0 S.F. SIERRA AVE. MAINTENANCE PROJECT / 1 G REMOVE & REPLACE AC WHERE INDICATED ON PLAN MSS! 1" = 40' A I. 0 CONSTRUCT D/W ACCESS &DRAINAGE CONTROL 6 EA. STA. 50+00.25 TO STA. 37+08 8/0 R12 I UNDERGROUND SERVICE ALERT OF SWTMVW I 0 ENCROACHMENTS TO BE REMOVED BY OTHERS 2 EA. MSA STA. 10+00 TO STA. 14+00 N/0 BASlIL1NE s/x0/92 BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND uIES BY 0 TREES TO BE TRIMMED 2 EA. Date ' 4 UTILITY UNDERGROUND SERVICE ALERT AT �N800n422-4133 Q9 CONCRETE COLLAR PER L.A.C.F.C.D DWG NO. 2-D393 2 EA. F.MOLINOS R.C.E. 40964 DATE: � 2109 9 CITY ENGINEER R.C.E. 25126