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HomeMy WebLinkAbout2325-3.. ... . .... ........ ......... N e � 0, % vo , V m v, �"A 17,! F4 vr sr4 95 l 4P71A170V D16AI-51 2r5-' i"A g - SURFACE DRAIN DETAIL e2�;L�y UIHIE� or �)?)o W105- 91,C-cl-MICIAL bA_c.15mw_r To � C764 r__r1)1_c)0H C -In A10TjLc_. REr W4[ L /3 X' 0 TI-46RS ezo FtqomTo V o01D 60 t\ 1w 0 0 to11 0 rj�� . . . . . . . . . . . . . � �'� = 178. o .r�• . . OK 00 Tg,_ 1315 0 6 P Wi PLAN) 0- 3 ENO 12"H16H 11 A. SLOUGH WALL. 4r V 4 <Z3 'A 0 11 0 n GAO 0 �di ROOF DRAIN 150 \jIb CONCRETE 0 K. [2R,A IAI 9 kV,41 F_ L':A 0• ,4, A/ -,no J: N 9ti 0 v 115C0- 0 'tF (z�55 FR. 1,3150 6Pv&Pt�� pt,,&H) i 0 ,9 RESERVOIR APPURTENANCES 9 �J% iAlrte.v / t 16" INLET/OUTLET LINE. 4- • Ile B 24' DIA.FLAH15SED rADOF HATC14 COVFK LOCATIO -0 PER CITY OF FONTANA, 12" OVERFLOW LINE, (D, ORAIN LINE. �� v O C\��P�� �Q , ! X11 ti° S�� �p M �.� . ,�' . ,: �' SHELL MANHOLE, 2 READ, (30 OLA.), A SPIRAL STAIRWAY W/HANDRAILS SHALL BE CONSTRUCTED BY it, CONTRACTOR 014 OUTSIDE OF TANK. STARTING AND STOPPING POI14T TO BE LOCATED BY THE cirr OF FONrAMA,., INTERIOR TANK LADDER TO BE TYPE 316 STAINLESS STEEL :QUIPPED 141 S.S. SAFETY CLIMB. ROOF ACCESS TO BE LOCATED BY THE CIT'r OF F-ONTAMA. 34- X41-" MMMUM 6121;ALUMIP4UM MATERIAL. 02ir' CENTER LOCATED ROOF VENT IS REQUIRED. 3 4� NAM[CrER LIGLU10 LEVEL INDICA-rOR BOARD TYPE BY VAR Er C. LOCATIOM PER CITY OF F=ONTAWA, OVERFLOW ENERGY DISSIPATOR PSR DETAIL SHEET M-5 G i� #�5'• b I L �S, �-1 5 ITE 1'1 �l� L-fi�NOTES CONTMGTOR SPA( L CONVEY OVERFLOW OUTLY AND R0FOAINAM TO DESItTING BASIN S - E. CORNER LOT 11. rGRADING PLAN 58T. 18 19.) FINAL OVERFLOW OUTLET AND ROOF DRAINAGE TO PUBLIC STREET THRU PARKWAY CULVERT TO SURFACE DRAINAGE. J klUt 'V7 Y za�r� 1- 7-/OA/4 2"/1,1,10/V IqA Z, 4 01V P,. e�:-5e�FRVOIR A A129 00M� 0 67- DRA ZEVISIONS !.p KAPP AMS. CHY OF FONTANA CALIFORNIA YN BY DATIE i.'ry. , f i 1 A". wy -IV DATE s Byl PUBLIC WORKS DEPARTMENT Orovn byl W"181aN A". • CIVIL ENGINEERS, STRUCTURAL ENOINItRS, SITE GRADING LAND PLANNERS, & SURVEYORS STAAT COW. 15892 PASADENA AVINUE AND ' 04419nad by: TWINQ COWONIED STIN, CALIFORNIA 912680 (7!4) 730-5757 PIPING PLNS $CPU$ A!9^107-25ZPL­f. - (h-thsd by, J.P. IKAPP R.C.N. Ilot 5 DATE -Apprav*41 3 SHEET C4_3 oF,, /,:z,. I FR Vc:_F� - 1,9 AM 364061.02-11:59, ' �.o u� � A b � M P L A M (SEE TRACT 13 75 0 6RAD -IMG PLAN 4?1-1A1k1 T1 TY E571MAZES CONSTRUCTION NOTES 14MC7L11V 7- U1117- /0 566 Sr /"to P44 A-' 40,9 OWY APP SEE LANDSCAPE PLAN FOR WALLS f GRAMLi PIAN FOR REMMING WALLS. SEE LANDSCAPE PLAN FOR GATE DETAIL. CONST. 12" HIGH CONCRETE BLOCK SLOUGH WALL, SEE".'. . . P 4a---' D8TAIL THIS SHEET. SEE STREET IMPROVEMENT PLAN FOR PARKWAY CULVERT try,] I IV DETAIL. PRIK CONST. 31,WIDTH VALLEY GUTTER, SEE DETAIL ABOVE. 70 S F IZ6�­. CONST . 411 AC PAVEMENT OVER COMP ACTED NATIVE. .. ; . MATERIAL. (FINAL -T-0 .. . . r 9 DO' S F - SECTION BE DEr IERMIMC -:0 BASF -r) C N 'R'VALUE TEST CONDUCTErt> Gy -501LS ENGINEER A7- TIMEA';:' OF'COWSTRUC-1710W OMIT HEAP JOINTSIN WALL FOR DISTANCE OF 417-6 .2" PMOV(OE Jv SECOWDAMY OVERFLow. PROV105 COWCRETI� 5T-Vop, Ar pum1p srArom sulLOING POOR's. V m v, �"A 17,! F4 vr sr4 95 l 4P71A170V D16AI-51 2r5-' i"A g - SURFACE DRAIN DETAIL e2�;L�y UIHIE� or �)?)o W105- 91,C-cl-MICIAL bA_c.15mw_r To � C764 r__r1)1_c)0H C -In A10TjLc_. REr W4[ L /3 X' 0 TI-46RS ezo FtqomTo V o01D 60 t\ 1w 0 0 to11 0 rj�� . . . . . . . . . . . . . � �'� = 178. o .r�• . . OK 00 Tg,_ 1315 0 6 P Wi PLAN) 0- 3 ENO 12"H16H 11 A. SLOUGH WALL. 4r V 4 <Z3 'A 0 11 0 n GAO 0 �di ROOF DRAIN 150 \jIb CONCRETE 0 K. [2R,A IAI 9 kV,41 F_ L':A 0• ,4, A/ -,no J: N 9ti 0 v 115C0- 0 'tF (z�55 FR. 1,3150 6Pv&Pt�� pt,,&H) i 0 ,9 RESERVOIR APPURTENANCES 9 �J% iAlrte.v / t 16" INLET/OUTLET LINE. 4- • Ile B 24' DIA.FLAH15SED rADOF HATC14 COVFK LOCATIO -0 PER CITY OF FONTANA, 12" OVERFLOW LINE, (D, ORAIN LINE. �� v O C\��P�� �Q , ! X11 ti° S�� �p M �.� . ,�' . ,: �' SHELL MANHOLE, 2 READ, (30 OLA.), A SPIRAL STAIRWAY W/HANDRAILS SHALL BE CONSTRUCTED BY it, CONTRACTOR 014 OUTSIDE OF TANK. STARTING AND STOPPING POI14T TO BE LOCATED BY THE cirr OF FONrAMA,., INTERIOR TANK LADDER TO BE TYPE 316 STAINLESS STEEL :QUIPPED 141 S.S. SAFETY CLIMB. ROOF ACCESS TO BE LOCATED BY THE CIT'r OF F-ONTAMA. 34- X41-" MMMUM 6121;ALUMIP4UM MATERIAL. 02ir' CENTER LOCATED ROOF VENT IS REQUIRED. 3 4� NAM[CrER LIGLU10 LEVEL INDICA-rOR BOARD TYPE BY VAR Er C. LOCATIOM PER CITY OF F=ONTAWA, OVERFLOW ENERGY DISSIPATOR PSR DETAIL SHEET M-5 G i� #�5'• b I L �S, �-1 5 ITE 1'1 �l� L-fi�NOTES CONTMGTOR SPA( L CONVEY OVERFLOW OUTLY AND R0FOAINAM TO DESItTING BASIN S - E. CORNER LOT 11. rGRADING PLAN 58T. 18 19.) FINAL OVERFLOW OUTLET AND ROOF DRAINAGE TO PUBLIC STREET THRU PARKWAY CULVERT TO SURFACE DRAINAGE. J klUt 'V7 Y za�r� 1- 7-/OA/4 2"/1,1,10/V IqA Z, 4 01V P,. e�:-5e�FRVOIR A A129 00M� 0 67- DRA ZEVISIONS !.p KAPP AMS. CHY OF FONTANA CALIFORNIA YN BY DATIE i.'ry. , f i 1 A". wy -IV DATE s Byl PUBLIC WORKS DEPARTMENT Orovn byl W"181aN A". • CIVIL ENGINEERS, STRUCTURAL ENOINItRS, SITE GRADING LAND PLANNERS, & SURVEYORS STAAT COW. 15892 PASADENA AVINUE AND ' 04419nad by: TWINQ COWONIED STIN, CALIFORNIA 912680 (7!4) 730-5757 PIPING PLNS $CPU$ A!9^107-25ZPL­f. - (h-thsd by, J.P. IKAPP R.C.N. Ilot 5 DATE -Apprav*41 3 SHEET C4_3 oF,, /,:z,. I FR Vc:_F� - 1,9 AM 364061.02-11:59,