The URL can be used to link to this page

Home My WebLink About4189-2IMI i . ill •�••��1� ■■■■■■�■■■��■�� CATCH BASIN PER S.P.P.W.C. STD. ■:■■■��s■■■ ■■�■■�e� gym■ ■■�■�� ■■es■■■ ■■ ��■■■■■■ ir��■ DRAIN (D -LOAD ON PLAN). ME STD. PLAN S.P. 176A, DETAIL ON SHEET 3. a6 REPAIR TRENCH PER CITY STD. 131. �i■■■ ■ ■ viii■■■�� i� ME ■■■■■■�■�� ■■■!■:■!■i■■�� li��i�'��l�'��l��i��i��■!!■i■l:ii��i�l�� '�� ME ��i�ii��i�� 01011101 ��'��l�liN■i■�iii■i■a ME Elm i��s��"��:�i'��'��iiii��:��■■■ti 1101 M � �� Sh. Ems 7irl MEEMMIMM MIMM wwMMM�MMwMMM MMM w=MMMMWMMmw= RMSIMMMMIMEMEM ■■!�!■�ili■■■■!■��i��i1��"�■■■■!■!!!��■■■■N■!��!!'��i ■■■■■■■■■■■■ i■��■■■■■■■ ��9E��J�■ ii■mm= i!■�i�i��■■■ ��■iii■i ■i■■i■ii!■■■� ��"iii ��1Ol1EMMEEM�A��i■ �■�i■ii■� � ��i�N�■'a■�� l�i�� iii�i�i■�'� ■ ■Enn �""'��'�■iii■ii�■i�� ■■ ii■■ii��■ - � �� l�i■■ �� i■ii�ii■ mow,lR3 . � D\�iii'i�Yiii�S�■�i ! � ��0��ii■■ ■!■■i■■■■■■■■■�■!■i■■fi�'.'�,liiPae��l erg ■i!i �� ■■■! "AH-910Aii■M■NO �� !■■■■■# ■ ■■■N ■■■■■■!■■■■ ■■■ ■■■■■N■iifi,��i !■■■■■■■■ ��■i■��!■■��■��'� ■■■■i■■i!■ �� 11?�li�a� ��QTi��i��f�" �' � ■■■ ��%m�� iii��'�'�"'� ��ie �a��i �iiii��iiiiiiiiiiiiiiiiii��iiiiiii��iii��i�iiiiiii■■�� , ., . ■■■■■ ■■■■i■i!�l�k�l�li■ifi 11 �� ' N■■■ii■i ■■!■ ■ ■■■■■■■■ ��■■■!■■■■■■■■■■■��1 ■■ ir"i96"i'ii�ii r�i�� ■i■■■■■■■■ IF��S�piii■i■ ■i�N■■i ii■■■i■i��3�R�", i■n■�w!■■ ■■■■■■■■woFro , FU. TURF CURB & GUTTER EXIST. R/W O rFJ\JO, 11J.5-2-1.1 PROP. CURB & GUTTER II V/4A/ J\JT Itl „ CURVE DATA EXIST 8 WATER 5' O 0=60004'41 - —dW 5 L=23.59' EX/ST 8" SEWER I v 16 `CNIt. ``11k ' U DWG. No. 2931 6:ZE Q SHT No. 4 OF 41 I o 5 � Ri EXIST 36" STORM DRAIN A DWG. No. 2939 v> > TRACT BOUNDARY SHT No. 2 OF 4 I 10+00.00 LAT. "G" 4 _ co'/ fL 1 2 10+07.61 BC 52+69.85 S.D. MAIN (EXIST. CURB & GUTTER A=30 B=24" EXIST R W C=6.60' 68 D=36 J4 ' rr�, J\J.J, 16O �CY . SCALE IN FEET 0 40 80 120 12' 22 2' 12' Jl/S �� 1 �'� �%2 II � I II SAN SEVAINE ROAD LINE TABLE LINE BEARING LENGTH L 1 N30' 12'39 "E 7.61 L2 N8942'40 "W 7.40 TOLL FREE -qqmmp'w-1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONS TRUC TION NO TES: 160 (D -CONSTRUCT CATCH BASIN PER S.P.P.W.C. STD. PLAN 300-2, DETAIL ON SHEET J. 2�— CONSTRUCT 24" R.C.P. STORM DRAIN (D -LOAD ON PLAN). FU TURF CURB & GUTTER EXIST. 36" RCP PER DWG. NO. 2939 SHT 2 OF 4 =55+69.02-5-. . EXIST. 24 �R.C. PER DWG. NO. 2 SHT 3 OF 4 FU TURE CURB & GU7 Vrl rrU\Jr 3 CONSTRUCT P.C.C. COLLAR PER S. P. P. W. C. STD. PLAN 380-3, DETAIL ON SHEET J. G(� Z w 4�— CONSTRUCT J.S. PER S.P.P. W.C. STD. PLAN 331-2, DETAIL ON SHEET J. l��Z 3/1 O5 — CONSTRUCT PIPE CLOSURE PER SAN BERNARDINO COUNTY FLOOD CONTROL REiCORD D-RAWINGDISTR/CT ME STD. PLAN S.P. 176A, DETAIL ON SHEET 3. a6 REPAIR TRENCH PER CITY STD. 131. THEA RECORD DRAWINGS HAVE BEEN PREPARED, IN PARI, ON THE BASIS OF IKIFD,4� s FURNISHEDBY OTHERS. THE «',a q N COMPILED AND GINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. Ai SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN 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 S TANDA RDS IN EFFECT. I II III I Iff- SAN SEVA/NE ROAD V -,I-1 rr1J\Jr FUTURE CURB & GUTTER W -- W Zr Z Q Q o PROP. MEDIAN (� PROP. CURB _ — & GUTTER Z - —N PROP. R/W 0 ca i rF?, J\JO, 1713A-24 J I BENCH MARK.•S B. CO. SPSN-00534 BASIS OF BEARINGS: 7HE BASIS OF BEARINGS FOR TN/S MAP IS 7HE NEAR N/W CORNER HIGNMD & SAN SEVAINE NORTH UNE OF 7HE NORTHEAST QUARTER OF AVE&, 343 FT. N OF HIGHLAND, a2 Ml. W OF SECTION 3% 7OWNSHIP 1 NORTH, RANGE 6 WEST, SAN SEVAIN& IN S CONC. BASE OF SC.E 70WE7? SW BERNARDINO MERIDIAN, SHOWN AS ?H 89' 39' 19,5 265 ML W ALONG HIGHLAND AVE FROM 56' Wo ON TRACT MAP No. 16078, BLED /N BOOK SIERRA AI/E 281, PAGES 69 THROUGH 72, INCLUSIVE OF MAPS, ELEVA nON. if 1,428.6090 RECORDS OF SAN BERNARD/NO COUNTY. Prepared Under The Supervision Of : CITY OF FONT) NA, CA L IFO RN/A STORM DRAIN IMPROVEMENT PLAN taMADOLE 1455 AUTO CENTER DRIVE SUITE 200 DRAWN BY SAN SEVA/NE ROAD SCALE: ' ASSOCIATES, INC.! ONTARIO, CA 91761 DM AS SHOWN 909.937.9151 Engineering Communities for Life www.madoleinc.com DESIGNED BY �' O17824 DA TE. EF JUNE, 2006 ate CHECKED BY A ROVED DRAWING NO. 2 7 EXP. 6-60-01 RCE 3663�(� DJ/GH � � 4189 WENDELL L. I WA TSURU �� CITY E EER R.C.E. 51152 D A 3 L / No. 36637 * Exp: 06-30-08 ci� rF CAL\` JA142-1990\storm\SD02.dwa. 3/15/2007 9:48:28 AM. Dawr MAIN I1101110111011101 ME 1 01110111011011101 ME 1101110111011101 ME 01101110111011101 ME 01011101 ME Elm 1101 M '7AXAPMrd#rdFfM FURNISHEDBY OTHERS. THE «',a q N COMPILED AND GINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. Ai SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN 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 S TANDA RDS IN EFFECT. I II III I Iff- SAN SEVA/NE ROAD V -,I-1 rr1J\Jr FUTURE CURB & GUTTER W -- W Zr Z Q Q o PROP. MEDIAN (� PROP. CURB _ — & GUTTER Z - —N PROP. R/W 0 ca i rF?, J\JO, 1713A-24 J I BENCH MARK.•S B. CO. SPSN-00534 BASIS OF BEARINGS: 7HE BASIS OF BEARINGS FOR TN/S MAP IS 7HE NEAR N/W CORNER HIGNMD & SAN SEVAINE NORTH UNE OF 7HE NORTHEAST QUARTER OF AVE&, 343 FT. N OF HIGHLAND, a2 Ml. W OF SECTION 3% 7OWNSHIP 1 NORTH, RANGE 6 WEST, SAN SEVAIN& IN S CONC. BASE OF SC.E 70WE7? SW BERNARDINO MERIDIAN, SHOWN AS ?H 89' 39' 19,5 265 ML W ALONG HIGHLAND AVE FROM 56' Wo ON TRACT MAP No. 16078, BLED /N BOOK SIERRA AI/E 281, PAGES 69 THROUGH 72, INCLUSIVE OF MAPS, ELEVA nON. if 1,428.6090 RECORDS OF SAN BERNARD/NO COUNTY. Prepared Under The Supervision Of : CITY OF FONT) NA, CA L IFO RN/A STORM DRAIN IMPROVEMENT PLAN taMADOLE 1455 AUTO CENTER DRIVE SUITE 200 DRAWN BY SAN SEVA/NE ROAD SCALE: ' ASSOCIATES, INC.! ONTARIO, CA 91761 DM AS SHOWN 909.937.9151 Engineering Communities for Life www.madoleinc.com DESIGNED BY �' O17824 DA TE. EF JUNE, 2006 ate CHECKED BY A ROVED DRAWING NO. 2 7 EXP. 6-60-01 RCE 3663�(� DJ/GH � � 4189 WENDELL L. I WA TSURU �� CITY E EER R.C.E. 51152 D A 3 L / No. 36637 * Exp: 06-30-08 ci� rF CAL\` JA142-1990\storm\SD02.dwa. 3/15/2007 9:48:28 AM. Dawr