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T J t 4 4- t IL 4 I7 - - - - - - - - - ..... .... .. 777:77T7� -7 7- - - -- - - - - - - - - - - - - - - - -- ...... .... IIIf R. -- - - - ---------- t, 7! 7-1 . . . . . . . . . . . i . . . . . . 7 7 7�­ 7 �­ .... ........ I.... ... .... . ::4 - --------- I-- ---- ----- 7- j=tL PROFILE CONTRACTOR TO VERIFY LOCATION OF EXISTING 8" STUB PRIOR TO CONSTRUCTION -E PLACE PLUM TREE PLACE MICH TRE MAGNOLIA PLACE MYRTLE PLACE OAK 11 naE PLACE CrTY DWQ NO. 2875 SEE PLAN No. 3 SEE SHEET No. 4 SEE SHEET No. 5 SEE SHEET No. 6 50' 50' 50' 50' 25' 25' 25' 25' '15' 25' 25' 25' 25' 18' 18, 18, 18, 18' 18' 18 18 18 18 iTRACT E30UNDRY EXIST. 8" SEWER li105 AQ 70 23 16 1N.7 52 27 30 73 20/ ISTORM DRAIN J+ STORM DRAIN STORM DRAIN STORM DRAIN STORM DRAIN EASEMENT EASEMENT EASEMENT EASEMENT �7 EASEMENT ROPOSED 24" STOR DRAIN 4, ./ I/ 29 71 72 PER CITY DWG. NO. 3 77 F L\ M� NT 22 SEWER EASEMENT ER EASEMENT 50 51 SEWER EASE %,, PROPOSED 24" STORM )RAIN PROPOS�E?I 24- STORM RAIN SEW ROPOSED 24" STORM D*IN SEWER EASEMENT SEWER EASEMENT PER CITY DWG. NO. 3077 PROPOSED 2� ti I U K M U KAI N PER CITY DWG. NO. 3077 15 PER CITY DWG. NO. 3077 PROPOSED R/'W PER PROPOSED R/W PER PER CITY DWG. NO. 3C 77 ROPOSED R/W PEFZ(�6) R/W r -CITY DWG NO., 3063 F -CITY DWG NO. 3063 CITY DWG NO. 3063 IN I 201'-flZ 1P 1 245.00' 12 13 14 254.00' 151 1 LOT A 16 250.00' 17 'c'41 I IF 18 19 24Q-QQ 132,00' I97 W A A A P .4 EXISTING MH 1LL+07 DO R G_ CONI 0 0 zo PER CITY DWG. Ro._2 — — — REMOVE PLUG CL MH No.1 Do CL MH No. 4 C1 MH No. 7 CL MH No. 10 10+00.00 MYRTLE PLACE L. 9+27.94 BIRCH IKLt f-ILAL;L.= ­EXTSTING_ — 1 0+00.00 OAK TREE PLACE--! J2 1 0+00.00 PLUM TREE P 1 0+00.00 MAGNOLIA PLACE= U") 10+00.00 BASELINE AVE. 0 — — — — — — — — --- -U-± 52M EIAS-EUN E_ AYE - — — — — — — — — — — — — — — — -- — 15 06.00 BASELINE AVE. 17+56.00 BASELINE AVE. 20+06.00 BASELINE AVE. W — — — — — — — — — — — — — — — — — — — — =_ -W — — — — — — — — --- — -W e 21 5 - 21 . 21"S 21 I'S 21 " S 2-1 5 EXISTING EDGE GRAPHIC SCALE OF PAVEMENT 40 0 20 40 80 BASELINE AVENUE I I - _E4 COD 00-12 Rivri DOCITMENT ZL IN FEET CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. 126 These Record Documents have been prepared I inch = 40 ft CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 based on information provided by others. The INSTALL 8" D.I.P. SEWER MAIN Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result 160 ............ . Prepared By: PLANS PREPARED FOR REVISKM Engineer city BENCHMARK CITY OF FONTANA, CALIFORNIA ()IF E SS Api5roval Date: Approval Date: NQ. ALLARD ENGINEERING 60RO 0,PA, WIN6 CENTEX HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P SEWER IMPROVEMEW PLANS Civil Engineering - Land Surveying - Land Planning IIjndW70tjnd SWVJCO AjWt SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS #1 536697E AT SOUTH WEST CORNER OF Scale: BASELINE AVENUE AND SULTANA AVENUE. rn -MACT NO. 16085 NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF 2280 WARDLOW CIRCLE 8253 Sierra Avenue 7- Drawn By: APPROVAL SHOWN HEREON AND CARRIED FbRTH IN A 0 No. 413976 M JK 1 40' em Fontana, California 92335 ;V CO TOLL "EE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 150 3513 1815 Fax (909) 356-1795 Exp. 6/30/05 BASEUNE NUEE REVISIONS TO THE PLANS TO BRING THEM INTO Designed By: Date: I -Boo CORONA, CA. 92880 It* CONFORMANCE WITH CONDITIONS AND STANDARDS JF 1(*,�CIE March 2002 % I 1.1, 3 -to - 07— C I V_ I -_ - I 2V -2M IN EFFECT. (909) 279-4000 1365.01 David S. Harnmer, R.C.E. 43976 Date AL% Checked By: Approved 11z10 -L Dwg. No. TV WO W�OWW WK6 BMW YOU DIG ELEVATK)N: (expires 6/30/2(105) RA(al DSH CITY ENGINEER R.C.E. 51152 1 3076 �Z6 Filenarne: M:\DWG\15901\PHASE-2\SEWER\SWR-2.DWG ------- --- - -- ----- �T- 77-f- ...... .... ----- - ----- -7 ID rN --I R 7 -- ­­ ­ -- . . .. . . . . . . . .. .... . . .. ..... .. ........................ - - - - - - - 7 1 .00 _t I_T V . . . . . . . . . . 4 -- --- ----- ---- - -_- HORIL: VERT: 1 40 4* . . ... . -4 . ....... 4 ------ ---- 7- 7 7 + i n 15 16 17 18 19 20 21 CONTRACTOR TO VERIFY LOCATION OF EXISTING 8" STUB PRIOR TO CONSTRUCTION -E PLACE PLUM TREE PLACE MICH TRE MAGNOLIA PLACE MYRTLE PLACE OAK 11 naE PLACE CrTY DWQ NO. 2875 SEE PLAN No. 3 SEE SHEET No. 4 SEE SHEET No. 5 SEE SHEET No. 6 50' 50' 50' 50' 25' 25' 25' 25' '15' 25' 25' 25' 25' 18' 18, 18, 18, 18' 18' 18 18 18 18 iTRACT E30UNDRY EXIST. 8" SEWER li105 AQ 70 23 16 1N.7 52 27 30 73 20/ ISTORM DRAIN J+ STORM DRAIN STORM DRAIN STORM DRAIN STORM DRAIN EASEMENT EASEMENT EASEMENT EASEMENT �7 EASEMENT ROPOSED 24" STOR DRAIN 4, ./ I/ 29 71 72 PER CITY DWG. NO. 3 77 F L\ M� NT 22 SEWER EASEMENT ER EASEMENT 50 51 SEWER EASE %,, PROPOSED 24" STORM )RAIN PROPOS�E?I 24- STORM RAIN SEW ROPOSED 24" STORM D*IN SEWER EASEMENT SEWER EASEMENT PER CITY DWG. NO. 3077 PROPOSED 2� ti I U K M U KAI N PER CITY DWG. NO. 3077 15 PER CITY DWG. NO. 3077 PROPOSED R/'W PER PROPOSED R/W PER PER CITY DWG. NO. 3C 77 ROPOSED R/W PEFZ(�6) R/W r -CITY DWG NO., 3063 F -CITY DWG NO. 3063 CITY DWG NO. 3063 IN I 201'-flZ 1P 1 245.00' 12 13 14 254.00' 151 1 LOT A 16 250.00' 17 'c'41 I IF 18 19 24Q-QQ 132,00' I97 W A A A P .4 EXISTING MH 1LL+07 DO R G_ CONI 0 0 zo PER CITY DWG. Ro._2 — — — REMOVE PLUG CL MH No.1 Do CL MH No. 4 C1 MH No. 7 CL MH No. 10 10+00.00 MYRTLE PLACE L. 9+27.94 BIRCH IKLt f-ILAL;L.= ­EXTSTING_ — 1 0+00.00 OAK TREE PLACE--! J2 1 0+00.00 PLUM TREE P 1 0+00.00 MAGNOLIA PLACE= U") 10+00.00 BASELINE AVE. 0 — — — — — — — — --- -U-± 52M EIAS-EUN E_ AYE - — — — — — — — — — — — — — — — -- — 15 06.00 BASELINE AVE. 17+56.00 BASELINE AVE. 20+06.00 BASELINE AVE. W — — — — — — — — — — — — — — — — — — — — =_ -W — — — — — — — — --- — -W e 21 5 - 21 . 21"S 21 I'S 21 " S 2-1 5 EXISTING EDGE GRAPHIC SCALE OF PAVEMENT 40 0 20 40 80 BASELINE AVENUE I I - _E4 COD 00-12 Rivri DOCITMENT ZL IN FEET CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. 126 These Record Documents have been prepared I inch = 40 ft CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 based on information provided by others. The INSTALL 8" D.I.P. SEWER MAIN Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result 160 ............ . Prepared By: PLANS PREPARED FOR REVISKM Engineer city BENCHMARK CITY OF FONTANA, CALIFORNIA ()IF E SS Api5roval Date: Approval Date: NQ. ALLARD ENGINEERING 60RO 0,PA, WIN6 CENTEX HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P SEWER IMPROVEMEW PLANS Civil Engineering - Land Surveying - Land Planning IIjndW70tjnd SWVJCO AjWt SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS #1 536697E AT SOUTH WEST CORNER OF Scale: BASELINE AVENUE AND SULTANA AVENUE. rn -MACT NO. 16085 NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF 2280 WARDLOW CIRCLE 8253 Sierra Avenue 7- Drawn By: APPROVAL SHOWN HEREON AND CARRIED FbRTH IN A 0 No. 413976 M JK 1 40' em Fontana, California 92335 ;V CO TOLL "EE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 150 3513 1815 Fax (909) 356-1795 Exp. 6/30/05 BASEUNE NUEE REVISIONS TO THE PLANS TO BRING THEM INTO Designed By: Date: I -Boo CORONA, CA. 92880 It* CONFORMANCE WITH CONDITIONS AND STANDARDS JF 1(*,�CIE March 2002 % I 1.1, 3 -to - 07— C I V_ I -_ - I 2V -2M IN EFFECT. (909) 279-4000 1365.01 David S. Harnmer, R.C.E. 43976 Date AL% Checked By: Approved 11z10 -L Dwg. No. TV WO W�OWW WK6 BMW YOU DIG ELEVATK)N: (expires 6/30/2(105) RA(al DSH CITY ENGINEER R.C.E. 51152 1 3076 �Z6 Filenarne: M:\DWG\15901\PHASE-2\SEWER\SWR-2.DWG