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HomeMy WebLinkAbout3504-410+00 11+00 12+00 13+00 PAD=60.9 9 10 11 12 13 , _<v �Q 8 PAD=57.7 PAD=58.4 PAD=59.0 PAD=59.9 PAD=60.3 N k 'o Sp 00 PAD=56.7 �, 4 4 4 �qb- � 15 Q -o 0 4 O � 4 4 W v X �� �� PAD=61.2 O PROP. R/W 6 O v .-Z v -1 ! PROP: 8 . WATER �^ 16 �V 7 — — — \ PAD=55.9 // 1 11 N 64 58'51 " E 1 12 \ PAD=60.8 Man_ — 5 RY — D PRO . RJW— \ rRACt BN 4 `O 4 4\ \ 6 l 3 I 13+27.72 T/BU ON WAY TRACT BNDRY. PAD=54.5 - =10+00.00 PEN ARD LANE 16 15 \ \ 118 17 \ \ PAD=58.4 PAD=59.0 PAD=59.7 PAD=60.3 TIBURON WA Y TANGLEWOOD WA Y SEE SHEET 3 PENNARD LANE SEE RIGHT HEREON SEWER LATERAL TABLE/ TR. NO. 16267-4 SEWER LATERAL TABLE/ TR. NO. 16267 LOT # DES/GN STA. AS—BUILT STA. BACKFLOW 9 10+33 295.00 YES 10 10+53 RLED IN BOOK 198, PAGES 60 THROUGH 64 OF PARCEL MAPS, WAS USED AS 7HE YES 11 11+26 FURNISHEO BY OTHM." TME MILL 1101 I"E NO 12 11+44 de NO IJ 12+14 NO 14 12+34 d H� NO 15 10+11 Expi 9-30-05 Q NO 16 10+30 CAt- NO 17 11+21 NO 18 10+58 YES SEWER LATERAL TABLE/ TR. NO. 16267-5 LOT # DESIGN STA. AS—BUILT STA. BACKFLOW 11 11+92 295.00 YES 12 11+71 RLED IN BOOK 198, PAGES 60 THROUGH 64 OF PARCEL MAPS, WAS USED AS 7HE NO 13 11+02 FURNISHEO BY OTHM." TME MILL 1101 I"E NO 14 10+83 de NO 15 10+12 NO 16 10+30 d H� j NO LOT # DESIGN STA. AS—BUILT STA. BACKFLOW 1 12+61 295.00 YES 2 12+89 RLED IN BOOK 198, PAGES 60 THROUGH 64 OF PARCEL MAPS, WAS USED AS 7HE YES 3 13+51 FURNISHEO BY OTHM." TME MILL 1101 I"E NO 4 13+72 de NO 5 14+07 NO 6 14+02 d H� NO CURVE TABLE CURVE DEL TA RADIUS LENGTH TANGENT C1 '20-09'14" 295.00 103.77 52.43 A _ O REV. ox 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION declot * DmVitl,1G PLAN 1 "= 40' SCALE IN FEET 10+00 11+00 12+00 13+ 00 PENNARD LANE CANYON LAKE LANE SEE LEFT HEREON SEE SHEET 3 TANGLEWOOD WA Y CONSTRUCTION NOTES: INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (ID=48"). INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO 125,(SEE NOTES 30 & 31). DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND i . STANDARDS IN EFFECT. BENCH MARK: . # 615 BASIS OF BEARINGS: RA2ROAD SPIKE AT INTERSEC770N OF THE BEARING OF N70'35'27 E ALONG THE CENTERLINE OF SIERRA LAKES PARKWAY CITRUS AVENUE AND LOS CEDROS AVENUE, IN POWER POLE NO. 9011E to# AS SHOWN ON PARCEL MAP NO. t5M, ON THE EAST SIDE OF CITRUS AVENUE. RLED IN BOOK 198, PAGES 60 THROUGH 64 OF PARCEL MAPS, WAS USED AS 7HE ELEVATION: # t467.59 BASIS OF BEARINGS FOR THIS MAP. FURNISHEO BY OTHM." TME MILL 1101 I"E Prepared Under The Supervision Of : Q Jesc�e�. PREPARED IN THE OFFICE OF de MADOLE AND ASSOCIATES, INC. `ll �iy_ a` c No. 65195 Q 10601 CHURCH STREET, STE. 107 # d H� RANCHO CUCAMONGA, CA 91730 Expi 9-30-05 Q PHONE (909) 948-1311 9 CIV Fes~ CAt- _ Date RCE 65195; EXP. 9-30-05 6 PAD=55.0 SIERRA L14mKES' CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS DRAWN BY TR. NO 16267, SCALE: DESIGNED Br cc TR.N0.16267-4, TR.N0.16267-5 DATEAS SHOWN MJG INE ON PENN D Edo TANGLEWOOD WAY DEC. 2003 ED BY., APP D BY -DRAWING Na: 4 - _�/v t/z -u•© MJG/LP ITY ENGINEER R.C.E. 51152 DATE � 3504 5 N JA826-1181\Sewer\sew04.dwg, 12/18/2003 08:59:24 AM, cc Cx N-0. 3663 NG to# ■ TMESE RECORD 01MWN GS +AWE "*ftREO, IN PART: ON THE BASIS OF 41Ft»►T01 COMPILED At4b CA FURNISHEO BY OTHM." TME MILL 1101 I"E RESPONSIBLE FOR ANY OR OM=VNI W4104 `ll �iy_ HAVE BEEN KIM TH2 00000ft All A RESULT THEREOF SIERRA L14mKES' CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS DRAWN BY TR. NO 16267, SCALE: DESIGNED Br cc TR.N0.16267-4, TR.N0.16267-5 DATEAS SHOWN MJG INE ON PENN D Edo TANGLEWOOD WAY DEC. 2003 ED BY., APP D BY -DRAWING Na: 4 - _�/v t/z -u•© MJG/LP ITY ENGINEER R.C.E. 51152 DATE � 3504 5 N JA826-1181\Sewer\sew04.dwg, 12/18/2003 08:59:24 AM, cc