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HomeMy WebLinkAbout2315-2PROFILE SCALE HORIZ 1" = 40' VERT. 1" = 4' 10+00 INTERSECTION MONUMENT PROTECT IN PLACE 9+96 EXISTG. MH. (RIM ELEV. 1 101.1 1) I U+UU 60' R/W 30' 30' I � � I I I +UU TEMPORARY BENCHMARK: CONC. NAIL SCALEi 1'=40' IN P.P. #661893H ELEVATION = 1103.07 w 16538 A.P.N. 251-171-20 a LJ O IJ I 3 LIJ z ' N Xo Q - -I 1 I 07 C� 0 IN I O N 1 V) " . LLI m W v O CL C) LSIN (0� 0000 m M I T + + I +I >_ U U O X PLUG EXISTG. FORCE MAIN ENDS WITH CONCRETE PER DETAIL B HEREON FOR LOCATION T_ r- T ­w EA. 161.5' (0 4 7 10 INSTALL 6' HIGH CHAIN LINK FENCE (41 L.F.) AND REPAIR EXISTING GATE (SEE SPECS. APPENDIX I, EXHIBIT "A") L.S. J w^ Q W F-- �JQ �_ L.S. V? F- J L.S. J 13 N LLI _j L.S. NJ 14- tY 1-F-• Li J�' O ^0 N w _ ^� I-LLJ ~ C� F-~ � _j: mN 0 N OI 0 to 0 _ � � o O + N N N Z� N 0 � 3:O N 0 O'9` 4 � 00 U 0 }- d- O w m :F �+ U �+ U W CD T -- U+ O O N 006 N (00 00 M r- O (0 00 tet - (0 ± N N `_ (01 O N i I + I ) L0 jj I - r rr ..............��........��...... '..................��............... � 11111111....�..........�� X11111 ICS■■■■■■■■■■N�� ■■■■■■■ � I�■■■■t■■■N■■■� ■���■■■■■■■■1■■■■ =1IIII11■■■■���■■■■■■■■ IIII1 1■■■■■■■■■■■■■■D ■■■■■■■■ ■■■II■■■■■■■■■■■ ■■�f��■■■■■■■ ■■■■ ■■■■■■■■■■■BSI■■Y■■■■ '`I �■■■■ d�t..5��i� � �...........opo.��....�����.... ....................��i t ..................��..��1111 .u���..�... ������■■■BENNO .■■■■■■■■■■■■■■„■��■■■�■■� ���� ■■■■■wu■■■■■■�■■■iiia.�e�...e�ls��l����N..._=___��...��_�����u PROFILE SCALE HORIZ 1" = 40' VERT. 1" = 4' 10+00 INTERSECTION MONUMENT PROTECT IN PLACE 9+96 EXISTG. MH. (RIM ELEV. 1 101.1 1) I U+UU 60' R/W 30' 30' I � � I I I +UU TEMPORARY BENCHMARK: CONC. NAIL SCALEi 1'=40' IN P.P. #661893H ELEVATION = 1103.07 EX. BURIED TELEPH. --1 w N WASHINGTON DRIVE O o N 4' I X X X X X - 5 w 16538 A.P.N. 251-171-20 a LJ O IJ I 3 LIJ z ' N Xo Q - -I 1 I 07 C� 0 IN I O N 1 V) " . LLI m W v O CL C) LSIN (0� 0000 m M I T + + I +I >_ U U O EX. BURIED TELEPH. --1 w N WASHINGTON DRIVE O o N 4' I X X X X X - 5 w 16538 A.P.N. 251-171-20 a 16546 _ C=1 f ai 3 N N A.P.N. 251-171-25 ��n 9 Xo o� - T 11+UU 1.5+UU 14+UU 15+UU 16+00 17+00 18+00 UNICORPORATED AREA OF SAN BERNARDINO COUNTY CIN OF FONTANA VACANT LOT w 16538 A.P.N. 251-171-20 J 16546 _ ^ 0 16568 N N A.P.N. 251-171-25 Q A.P.N. 251-171-26 Ljcy- A.P.N. 251-171-23 00 O L<, A.P.N. 251-171-21 wW00�O W ~ ��j 0 O \ to (0� 0000 L.S. ' + + + I +I REMOVE EXISTING PUMP STATION AND SALVAGE ALL EQUIPMENT (SEE SPECIFICATION SP -22) U LOU') � X PLUG EXISTG. FORCE MAIN ENDS WITH CONCRETE PER DETAIL B HEREON FOR LOCATION T_ r- T ­w EA. 161.5' (0 4 7 10 INSTALL 6' HIGH CHAIN LINK FENCE (41 L.F.) AND REPAIR EXISTING GATE (SEE SPECS. APPENDIX I, EXHIBIT "A") L.S. J w^ Q W F-- �JQ �_ L.S. V? F- J L.S. J 13 N LLI _j L.S. NJ 14- tY 1-F-• Li J�' O ^0 N w _ ^� I-LLJ ~ C� F-~ � _j: mN 0 N OI 0 to 0 _ � � o O + N N N Z� N 0 � 3:O N 0 O'9` 4 � 00 U 0 }- d- O w m :F �+ U �+ U W CD T -- U+ O O N 006 N (00 00 M r- O (0 00 tet - (0 ± N N `_ (01 O N i I + I ) L0 jj I - r rr r- 158' 78'- 61 ' ,- r►r'i.�i iii %�i�/=�i✓.avv�i%:i+.is+w�ii i�ii�ie % i�ii�ii U J N N � N ItL0 1611.5'" ` 16592 DESCRIPTION A.P.N. 251-171-20 J J J _ 9 C�1 N N O N NNJ^ L.F.. Ljcy- 00 w w1_ V) w 00 O J J J Go U U wW00�O W ~ ��j 0 O \ to (0� 0000 L.S. ' + + + I +I REMOVE EXISTING PUMP STATION AND SALVAGE ALL EQUIPMENT (SEE SPECIFICATION SP -22) U LOU') � X PLUG EXISTG. FORCE MAIN ENDS WITH CONCRETE PER DETAIL B HEREON FOR LOCATION T_ r- T ­w EA. 161.5' (0 4 7 10 INSTALL 6' HIGH CHAIN LINK FENCE (41 L.F.) AND REPAIR EXISTING GATE (SEE SPECS. APPENDIX I, EXHIBIT "A") L.S. W F J ; ^ UO � � I O N Y 0 It J ME Cd :2 U� O_ N + + ++ i VACANT LOT A.P.N. 251-171-19 DESCRIPTION J 1 c0 _ W O Z ro :� 0� 795 L.F.. W Q C-0 U.G. PAC, w Oo & CATV _ r- W O \ (/)PO L.S. L.S. O7 REMOVE EXISTING PUMP STATION AND SALVAGE ALL EQUIPMENT (SEE SPECIFICATION SP -22) L.S. 00 ® PLUG EXISTG. FORCE MAIN ENDS WITH CONCRETE PER DETAIL B HEREON FOR LOCATION 3 EA. Og (0 4 7 10 INSTALL 6' HIGH CHAIN LINK FENCE (41 L.F.) AND REPAIR EXISTING GATE (SEE SPECS. APPENDIX I, EXHIBIT "A") L.S. 80' 11 —qtr—�- EX!-=.-.-1 4° WAT { &� U ITEM DESCRIPTION o A.P.N. 251-171-18 � �m W O Z J o� U 0� 795 L.F.. W SAWCUT AND REMOVE EXISTING A.C. PAVEMENT PER DETAIL A HEREON � W NCD U') N J 394 9 _ O W C4 \ (/)PO Elm ` 8 P LU 10'+ O 11 6 o�1�a o QP A.P.N. 251-171-17 SEX. CURB 19+00 1teiA0V9 A00 RgPLAC d A.C. tb 111 $CfU`f hey eip -C.(,. 5' PITW4 STA. II.4-00--l"O STA. 1-7+30 i PAY LIMIT UNE 1" OVERLAY Q 1' MIN. TRENCH LIMITS 10' 3 SAWCUT LINE 3 1/Y4000 3/4" W. HOT MIX A.C.--T­ . Lr P.G. i" AR 4000 3/8' MAX. S V 1 E HOT MIX .C. � C ROSS , PAI.l. EXISTING A.C. u/\� 0 � 3" MAX. SIZE NATIVE SOIL I-_�E,lrr At�E STA .1b�ng_ enuaarmer rn aum o o , o � ° STEEL ATER TO BE ABANDONED IN PLACE BY FONTANA o 5 WATER MPANY PRIOR THE START OF THIS PROJECT, REMOVE i 6' CONTRACTO TO VERIFY LOCATIOf) (F L IRON IN FONTANA WILL RECYCLE PIPE (909) 823-3431) z 0 e MAX. NATIVE SOIL 3In Q COMPACTED 90% MIN. C,31> o in O d- o SHORING (BRACING & JACKS, OR SHIELDING) REQUIRED TO -'- -'- EXISTG. 4" PVC FORCE MAIN #\ o AVOID UNDERGROUND UTILITIES do MINIMIZE DISRUPTION OF �Co T CT6NCRETE PLUG (ABANDON IN PLACE) ��j/j\ EXISTING IMPROVEMENTS, PER CAL -OSHA SAFETY REQUIREMENTS. IN EX. HANNEL IN M.H. Q _ 52.6 1 ' -. EXISTG 8" . PVC SEWER PROTECT O ' o Vii\ — — — — _ (PROTECT) --ilL HAND PLACE SAND BACKFILL n O EXISTG. 12 3/4" WATER -STEEL (PROTECT) 12 N �Q 0) —�v-PAS, BaL, ew!p Fe - - EXISTG. U.G. ELEC (PROTECT) + • ° ° 3/4 MAX. CRUSHED ROCK BEDDING 4TE (PROTECT) EXISTG. TREES AND GRD. COVER (PROTECT) %\\%\�4 MIN. o ° tK EXISTG. DIRT WE � � N � STA. 17+50 TO STA. 18+ 0 �� �� 8" EXTRA STRENGTH V.C.P. W/ COMPRESSION JOINTS � {/,• -G _ —x. - K _7" _x -• G - X- G G - - - --�— - - •--x - - —�- 9" MIN. TO 12" MAX. (TYP•) CALTRANS RIGHT OF WAY 20' FAIT. OF CL w^ '° w F• w 4 F• w �• v v v W w w Q' 2 �' CALTRANS RIGHT OF WAY 2 Q v 3 TYP' 2 a v a a 20' RT. OF CL TRENCH AND BEDDING DETAIL A 2 STEEL WATER MAIN �- � ``- '-`- T M g A ABANDONED BY FONTANA `J I6� CrCr 13 CLEAR & GRUB TYPICAL "'• � aEFj SCALE 1" = 3'-0" WATER COMPANY 1-- STA. 10+28 TO STA 17+35 SEWER CONSTRUCTION NOTES S QUANTITIES: ITEM DESCRIPTION QTY UNIT 0 INSTALL PRECAST MANHOLE PER CITY STD 112 W/ ECCENTRIC PRECAST CONCRETE CONE 3 EA. O2 INSTALL 8" EXTRA STRENGTH V.C.P. WITH COMPRESSION JOINTS (BELL & SPIGOT) WITH CRUSHED ROCK BEDDING PER DETAIL A HEREON 795 L.F.. 3O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT PER DETAIL A HEREON 7650 S.F. O4 INSTALL A.C. PAVEMENT PER DETAIL A HEREON 394 9 TON O TIE PROPOSED SEWER INTO EXISTING MANHOLE, REMOVE V.C.P. STUB, ALL SEALS, PLUGS & MORTAR 2 EA. © L.S. L.S. O7 REMOVE EXISTING PUMP STATION AND SALVAGE ALL EQUIPMENT (SEE SPECIFICATION SP -22) L.S. L.S. ® PLUG EXISTG. FORCE MAIN ENDS WITH CONCRETE PER DETAIL B HEREON FOR LOCATION 3 EA. Og INSTALL 4" EXTRA STRENGTH V.C.P. LATERALS WITH COMPRESSION JOINTS (BELL & SPIGOT) PER DETAIL C HEREON 4 EA. 10 INSTALL 6' HIGH CHAIN LINK FENCE (41 L.F.) AND REPAIR EXISTING GATE (SEE SPECS. APPENDIX I, EXHIBIT "A") L.S. L.S. 11 INSTALL LANDSCAPING AND IRRIGATION (SEE SPECIFICATION SP -22) L.S. L.S. 12 REMOVAL AND DISPOSAL OF TREES AND STUMPS L.S. L.S. 13 REGRADE DIRT SHOULDER L.S. L.S. W ro 00 N 12 NOT SAND FILLED (PLUGGED) IQ "? PROTECT EXISTING CALTRANS o_ u? AND REGRADE PER DETAIL A �, ;r, �'; '� �' I� I (SEE CITY STANDARD TRENCH DETAIL 131, FOR ALL OTHER TRENCH CRITERIA) Ui CHAIN LINK FENCE IN PLACE. o� o o °' � �' - �' � � � N � W Q 0 cn m �j M U V W CV U w W J w ,� w W 0 a 10 ,�- �, 110' APPROX. G o A� N VALLEY BLVD N o 0 0 o NOT FOUND IN � rn , U-) 8 PIEt...D N0 PLUro + `- + EXISTG. e P.V.C. FORCE MAIN 12 12 12 12 12 12 12 _ (ABANDON IN PLACE) NOTE: ALL EXISTING TREES AND STUMPS SHALL BE REMOVED (INCLUDING ROOT BALLS) UNLESS DIFFERENTLY NOTED ON THIS PLAN, DETAIL E THEY SHALL BE REMOVED FOLLOWING COUNTY AND CALTRANS PERMITS REQUIREMENTS (CONTRACTOR SHALL FIELD VERIFY B OVERHANG OF EXISTING TREES ON CALTRANS R/W), ANY DAMAGE TO EXISTING CALTRANS FENCE WILL BE CORRECTED TO N.T.S. CALTRANS REQUIREMENTS AND AT CONTRACTORS EXPENSE. A CALTRANS PERMIT WILL BE REQUIRED FOR ACCESS ON STATE R/W. Underground Service Alert Call: TOLL FREE I —S00 422-4133 TWO WORKING DAYS BEFORE YOU Diti O QROEESS/o/k 41�i l �� No. 40964 * Exp. 3/31/95 `ngTF CIVIC OF CA0- Prepared Under The Supervision Of DRAWN BY: JT DESIGNED BY: JT, RS /zV 40/25/f9�-w1 Date : �Zs�Py CHECKED BY: F. MOLINOS R.C.E. 40964 EXP.3/31 /95 FM, YP RESOLUTION NO. 96-x32 �RCORD- DRAWING" CITY OF\ FONTANA, CALIFORNIA i WASHINGTON DRIVE SEWER PROJECT SCALE: 1" = 40' FROM CYPRESS AVENUE TO APPROX. 803 FT EAST DATE: PLAN AND PROFILE 8/25/94 APPROVED BY: DWG. NO.: 2 . �✓..�-�-�-• _ _DATE: F. �r• 9y' CITY ENGINEER R.C.E. 25126 E.Xr .� AeLE_-12/1: 9-�7 2315 2 A DDE D."RE,CORD DRAWI NG" DATA Io-2_qs Y.p. paa,� M.z,9r .V. REVISION DESCRIPTION DATE ENGR. CITY DATE O QROEESS/o/k 41�i l �� No. 40964 * Exp. 3/31/95 `ngTF CIVIC OF CA0- Prepared Under The Supervision Of DRAWN BY: JT DESIGNED BY: JT, RS /zV 40/25/f9�-w1 Date : �Zs�Py CHECKED BY: F. MOLINOS R.C.E. 40964 EXP.3/31 /95 FM, YP RESOLUTION NO. 96-x32 �RCORD- DRAWING" CITY OF\ FONTANA, CALIFORNIA i WASHINGTON DRIVE SEWER PROJECT SCALE: 1" = 40' FROM CYPRESS AVENUE TO APPROX. 803 FT EAST DATE: PLAN AND PROFILE 8/25/94 APPROVED BY: DWG. NO.: 2 . �✓..�-�-�-• _ _DATE: F. �r• 9y' CITY ENGINEER R.C.E. 25126 E.Xr .� AeLE_-12/1: 9-�7 2315 2