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HomeMy WebLinkAbout2875-27 8 10 I I P r EXISTING TEMPORARY 7+39.61 BIRCH TREE P CE 36" CMP SEWER = 1+71.00 STORM DRAIN 9 EECH AVENUE SEWER (1+85.00 EXISTING SEWER) CL MH NO #1 q EXISTING M.H. — RIM=1360.2 NOTE: EXISTING 15" VCP SEWER CONTRACTOR TO FIELD VERIFY PER CITY DWG. NO. 2446 — — —21 " S— 4 5 LOCATION OF EXISTING fe 1 SEWER MAIN PRIOR TO 00 00 00 CONSTRUCTION AND REPORT 1+00.00 '1 00 ANY DISCREPANCIES TO THE Q EXISTING MH 00 00 00 — — -- --- ENGINEER FOR RESOLUTION. 12" W L11 t 00e 8 . ... . ... . ... . ... FUTURE LOT LINE C Nj a) I/ I ST 10+8 .00 0 191 U-) _C14 20' FUTURE 20f SEE SHEET 1 EXISTING 36" SEWER EASEMENT -STORM DRAIN EASEMENT Cl) 4< k,, 4 STORM DRAIN Ici A i EXISTING FUTURE TC 11 Al r-7 EDGE OF PAVEMENT 5 1363.90 ro :* 1 1 4� C� 06 2 00 20 P WIDE SEWER Uj EASEMENT 6 (0 0 10 FUTURE CO STORM DRAIN AND CATCH BASIN 00 Cd z f in 2 14 1 204.06' 5 L.F.-8" D.I.P CL MH INO # SEWER STUB, S=0.0060 W W 8" SEWER INV= 1351.47 5 1 0 INV 1352.00-------y SECTM B -B 13 SEWER EASEMENT AND FUTURE RW EXISTING 14 EDGE OF SCALE: HORIZ: 1" = 10' PAVEMENT VERT: 1 " = 4' 1 1 FUTURE SIKLLI FUTURE DOUBLE—,--" 40' - IMPROVEMENTS 8'X 10' R. C. B. 54' STORM DRAIN 66' 0 C11 (0 ftlerground Serilce AJert W z CO TOLL FFEE I-wo 227-2M M NNW BAYS BITORE YW W PLANS PREPARED FOR SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTEX HOMES NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF 2280 WARDLOW CIRCLE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 150 REVISIONS TO THE� PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS CORONA, CA. 92880 IN EFFECT. 1 (909) 279-4000 W n z 3: 0 0 z 3 0 4,�. 5 _j �) � 0 12 TRACT 6 1177 e'_ ---- — ­- ------ ...... - ----- - ----- ------ 71 ­ . ........... ­ . .... .. . . ... . .. ....... ... ...... . _F- J_ J --EX- . . ........... t . . . . . . . __j _7 .............. - --- ---------- - ------- --- F" ... ....... -- -- - ------ j-, t - - =4_ "J"'E.- :7 __j ....... ....... 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V, .2 . ................... .. - 7' ­ ...... .. ......... __T _Ai .......... . 13 14 15 16 17 18 r-7 ARECORD nnrum 2 X4 NT GRAPHIC SCALE These Record Documents have been prepared 4 based on information provided by others. The Design Professional has not verified the ac- ( IN FFXT ) and/or completeness of this information and shall I inch = 40 ft not be responsible for any errors or omissions which may be incorporated herein as a result PROFILE HORIZ: 1"= 40' VERT: 1 "= 4 # Ic t — �5L 1, IDE _U-) f z 200.00' 246.00' SEWER LATERALS 4 a 1 1 241.00' -Co N 9 SEWU-fl LATERALS + 46 < NOO*0O'OO"E U) ti () TRACT 16M TMCT TX*5-1 W W ---------- r— W 4 bo W W 4 NOO*OO'OO"E ro LO LOT NO. DESIGN STA. "AS—BUILT" STA. LOT NO. DESIGN STA. "AS—BUILT" STA. . ... . ... . ... . ... W W W W 1 9+78 Di- 79 1 13+27 /3f 2 7 2 10+22 167 /- 22 2 13+82 /9 � .05? — — — — — --- — — 3 10+82 /0 7-6? 2 3 14+30 14 tgo YJ 4 11+24 0 5' WIDE P.I.I.E. F_ 114- 2 44 4 14+86 114 4 0 C) 5 11+82 5 15+96 3 TYP W 15 7- mig 6 12+31 129 6 16+47 37TYP 0 UJ Z b 16+97 12 11 10 9 8 31 6 29 LL I (L)L2 28 27 26 25 7 12+78 12-4 7 25 0) Uj 8 12+82 12 _�_92 26 16+50 -6-10 z 30 Ix 9 12+27 12 e 7 27 15+91 49 D 0 10 11+85 195 28 15+43 /-S .4 -3 Oj 1 0 0:� 11 11+27 2 7 29 14+91 14 9 TEMPORARY SEWER EASEMENT �20 2 2� a- 12 10+78 zo 7 C5 30 14+46 /z/ 401 AND FUTURE STREET RIGHT OF WAY 0, M< 13 10+25 /0 2 5 1 13+91 0 r*- L_ 14 9+74 74 27' 27' 00(0 r_� 06 n 00 54' - + + BIRCH TREE PLACE LO - SEE SHEET 3 CANDLEWOOD WAY Engineer city Approval Date: Approval Date: BENCHMARK Prepared By: OFESS/0 CITY OF FONTANA, CALIFORNIA ALLARD ENGINEERING DPA WM B M. #361, SPIKE IN NORTH FACE OF P.P. Q SEWER IMPROVEMENT PLANS #1536697E AT SOUTH WEST CORNER OF Civil Engineering - Land Su.rveying - Land Planning �7 BASELINE AVENUE AND SULTANA AVENUE. 8253 Sierra Avenue — Drawn By: ELEVATION: 1365.01 z Fontana, California 92335 No. 36052 M M (909) 356-1815 Fax (909) 356-1795 Exp. kcz'4 kvq Ct�&4C (0-6 .671 DEA/WF/JK I hAU I 10WO-1 HASEr Ell 40' Designed By- WF/JF Date: MAY, 2001 C, R J. Allard, ,�BIRCH CON81"RUCTION NOTES Checked By: Approved: and R.C.E. 36052 Date (expires 6/30/2004) OF- CAO� E DH RG4 CITY ENGINEER R.C.E. 51152 DATE 8 (D—CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 Uj (�)_CONST. 4" VCP SEWER LATERAL & CLEANOUT PER CITY STI) DWG NO 125 AFFIFNICOT 71'REE WAY (SEE GENERAL NOTE NO. 30) uj 54' &—CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 2 Uj 0 0 3: 27' 27' 2 INSTALL 8" PLUG Li _j 00 4 0$ 20'_ , 20' L0 INSTALL BACKFILOW CHECK VALVE 0 0 16085 0 W z < MC) TRACT 161 )X85.5-1 bi CONSTRUCT 8" DIP SEWER' MAIN N to 00 00 1-- 0 0 00 0 z 06 X (D—SAWCUT REMOVE AND REPLACE EXISTING A.C. PVMT + 7 r4) _j 1 ro 0 + + 2 6 3 4 1 10 r-:2 + 5 6 AND A.B. PER CITY STD. 131 7 PO 0 3 TYP 6 ZD * 1z 1. I LO _j 0 6 CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 A t — �5L 1, IDE _U-) f z 200.00' 246.00' SEWER LATERALS 4 a 1 1 241.00' -Co N 9 SEWU-fl LATERALS + 46 < NOO*0O'OO"E U) ti () TRACT 16M TMCT TX*5-1 W W ---------- r— W 4 bo W W 4 NOO*OO'OO"E ro LO LOT NO. DESIGN STA. "AS—BUILT" STA. LOT NO. DESIGN STA. "AS—BUILT" STA. . ... . ... . ... . ... W W W W 1 9+78 Di- 79 1 13+27 /3f 2 7 2 10+22 167 /- 22 2 13+82 /9 � .05? — — — — — --- — — 3 10+82 /0 7-6? 2 3 14+30 14 tgo YJ 4 11+24 0 5' WIDE P.I.I.E. F_ 114- 2 44 4 14+86 114 4 0 C) 5 11+82 5 15+96 3 TYP W 15 7- mig 6 12+31 129 6 16+47 37TYP 0 UJ Z b 16+97 12 11 10 9 8 31 6 29 LL I (L)L2 28 27 26 25 7 12+78 12-4 7 25 0) Uj 8 12+82 12 _�_92 26 16+50 -6-10 z 30 Ix 9 12+27 12 e 7 27 15+91 49 D 0 10 11+85 195 28 15+43 /-S .4 -3 Oj 1 0 0:� 11 11+27 2 7 29 14+91 14 9 TEMPORARY SEWER EASEMENT �20 2 2� a- 12 10+78 zo 7 C5 30 14+46 /z/ 401 AND FUTURE STREET RIGHT OF WAY 0, M< 13 10+25 /0 2 5 1 13+91 0 r*- L_ 14 9+74 74 27' 27' 00(0 r_� 06 n 00 54' - + + BIRCH TREE PLACE LO - SEE SHEET 3 CANDLEWOOD WAY Engineer city Approval Date: Approval Date: BENCHMARK Prepared By: OFESS/0 CITY OF FONTANA, CALIFORNIA ALLARD ENGINEERING DPA WM B M. #361, SPIKE IN NORTH FACE OF P.P. Q SEWER IMPROVEMENT PLANS #1536697E AT SOUTH WEST CORNER OF Civil Engineering - Land Su.rveying - Land Planning �7 BASELINE AVENUE AND SULTANA AVENUE. 8253 Sierra Avenue — Drawn By: ELEVATION: 1365.01 z Fontana, California 92335 No. 36052 M M (909) 356-1815 Fax (909) 356-1795 Exp. kcz'4 kvq Ct�&4C (0-6 .671 DEA/WF/JK I hAU I 10WO-1 HASEr Ell 40' Designed By- WF/JF Date: MAY, 2001 C, R J. Allard, ,�BIRCH Checked By: Approved: and R.C.E. 36052 Date (expires 6/30/2004) OF- CAO� E DH RG4 CITY ENGINEER R.C.E. 51152 8 Filename: M:\DWG\12704\PHASE-1\SEWER\SWR-2.DWG