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O- 000 9 w , : w �' _ i= - o -' x i '� C EXISTING FE 3 '":, cn EXIST G R/W + >' FU RE CURB & + �• I ° x 10+ 17.36 END PIPE 7 ,r, Q, � .� LO - iSTING ♦ I r J 1 LATERAL K 4 N �, 8 - M K n � F R n - » WATE � EXISTING R/W ►� W 9 0 �. - - - -- - -- - -- 29 \ o,^.. •s t W M _ _ _ - _ - - - _ y 30 '� �L�u - 10 - - M ,, x xEX WATER „ "' - ` d `" �.- -^ - - �• -, �. / X1.4 -- --, - - ___,, - -_-- -_ �� _-_ - - _-\ - - _ ---- -- - -- /� -- - g --/� -- --- - - �., 4 � t^ S _ _ - - f0 - - - - - _ - _ _ - - _ . _ _ _ _ _ _ _ _ - _ _ - _ _ _ _ _ = These Record Documents have been prepared Z W _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - - - - `� � based on information provided by others. The �r� - i ~ - - _ _ - 4 Z W Design Professional has not verified the accuracy ...I t/� - . - - � - - 3 - - - - - - - - - - - - - . - - - - - - - - -f- - - - - - - - _.�- _-_-_�_ - _ -a.- - -- - - - - - `� ' I I _ ^�-�_ - �' q^ and/or completeness of .this information and shall V - _ � �� ,-:, ,. �,-� �,-v,�., _-�,_-,�-,-,., %_%.V_�_r -1-- ,�....-� ,,. -�-� r^_ �- �- - - - _..,. _ i - - - = _- - = rQot be responsible for any errors or omissions _-_ ®_ - --. ®v- - ® Wil'-, ----� -r r--- -- _- -- r-. . �-, D , t ✓ ,• v ,-Y y - -,r-v v v v ti- r1 v„�, Y �V v _ _ F -- -- - - - -- - ----- -- --- --- --- - - -- - i- m rL ` � F QUO P O° -11 ���I i 8nid be i�orporeted herein as a result a `o o- CL � x w � ,_ ca I , 9 I� F r �j 1 104 28.96» END PI 17 ~� 4P� �''t' o- a. ISTING R/W o0 I I / LA L L F9 _ O O CD O 0 11 I , » , No.43976 z EX I IONS CURS Q II - 7 0 55 B= C=1.79 cc - - 2 x �• W + Il , „ n C' Exp. 6/30/07 c c_n x r = x (UNDERG U1dD) C � GUTTER W o m o I I 110+71. 1 �'L INT LI A- 15 Z � a � -r- �5 N � � � � 10+00. LATERAL - � U U o ~ "I� I I I I 1 110+00.00 LATERAL 'J `�'•� oCIVIL P��P x o co i �, 9 EE SHEET 7 FOR P ILS fi CAL►FO M x Z x � W o+ I s ° +36.35 17 x M Cn M � � IPE 1/EN E g I I. I � ( �. •l I END PE » CONSTRUCTION NOTES 10+2�8 LATERA J 0 17 END PIPE p r x1 CT1d6 �j1•1L 010'176 ��Aj CURVE AND LINE TABLE 3 INSTALL 60" RCP (D -LOAD PER PROFILE) 11 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 320-1 18 FiEmoUE T3 rzIC l% Y) k)c> mORrt"AR PLV r LATERAL H /A% Me M!4 y IIF �uT0#Q'- G� 4 INSTALL 54" RCP (D -LOAD PER PROFILE) 12 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 322-1 gCI S TltJ6 &1eA5EMEl,1 % 1 5 INSTALL 48" RCP (D -LOAD PER PROFILE) 13 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A- STD PLAN 332-1 PASA o0,�K 7666R9o�6 • DETAlL SEE SHEET 10 8 INSTALL 30" RCP (D -LOAD PER PROFILE) 15 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD PLAN 340-1 • 0 9 INSTALL 24" RCP (D -LOAD PER PROFILE) 16 INSTALL CMP RISER PER CALTRANS STD PLAN D93C, TYPE B �pI? �S�GNq 10 SAWCUT, REMOVE & REPLACE EXISTING AC 17 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL SHOWN ON SHEET 1 PAVEMENT PER CITY DWG NO. 131 BASIS OF BEARINGS: No. 38052 m 29 REMOVE EXISTING AC PAVEMENT Fop. s -3o-2010 30 CONSTRUCT AC PAVEMENT OVER 12» OF 95% COMPACTED NATIVE SOIL BEARINGS ARE BASED ON THE CENTERLINE OF JUNIPER AVENUE � SEE GENERAL NOTES 36 & 37 BEiNG NORTH 00'01'57" WEST AS SHOWN ON TRACT 16572, RECORDED IN slgT chit ��,�Q MAP BOOK 304, PAGES 38-44, RECORDS OF SAN BERNARDINO COUNTY. FOF CALF° Q REV. REVISION DESCRIPTION DATE ENGR. CiTY DATE BENCHMARK Prepared By: ofESS, CITY OF FONTANA CALIFORNIA [� I t� 3 a� 3. .6� SHOULD CONSTRUCTION OF REQUIRED � X S H oNq %4_ IMPROVEMENTS NOT COMMENCE WiTHIN PREPARED FOR: ALLARD ENGINEERING �, ,q STORM DRAIN IMPROVEMENT PLAN 0 FMOV ^ I K MU MORTAR Lv(r )1 iPaq IT'LL TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA BENCHMARK N0. 615 Civil Engineering - Land Surveying - Land Planning /_ OP �_P C,I SHOWN HEREON AND CARRIED FORTH IN A CITY OF FONTANA 8253 Sierra Avenue m DRAW AE Y. JUNIPER AVENUE FROM SCALE: AS NOTED DILIGENT MANNER, THE CITY ENGINEER MAY 8353 SIERRA AVENUE SPiKE IN POWER POLE AT THE Fontana, California 92335 W No. 43976 1900' NORTH OF BASELINE AVENUE DIAL TWO WORKING FONTANA, CA CORNER OF CITRUS AVENUE AND (909) 356-1615 Fax (909) 356-1795 C6 Exp• 6/30/05 � DESIGNED BY: ♦ DATE: BEFORE DAYS BEF❑RE REQUIRE REVISIONS TO THE PLANS TO 92335 LOS CEDROS AVENUE * * AE TO -150 NORTH OF WALNUT AVE DECEMBER, 2004 Y 0 U DIG Y❑U DIG BRING THEM INTO CONFORMANCE WiTH I , l C9� �' ` -� 9 CIVIL � CHECKED B� APPR V D BY: DRAWING NO.: (909) 350-7644 A.C.E. 43976 Date �F O� -/ 4 T❑LL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT David S. Hammer, 0 - CALF F ml DATE: L .� A PUBLIC SERVICE BY UNDERGR❑UND SERVICE ALERT ELEVATI N: 1467.59 (expires 6/30/2005) CiTY ENGINES R.C.E. 51152 3614 11 Filename: M:\dwg\ 14907\final design\sd\JUNIPER SD 04.DWG LENGTH TANGENT BEARING LENGTH -A 35.79' B 183.00 14'44'39» 47.09' 23.68 C 183.00 14°42'44» 46.99 23.63 D 45.00 " 47.15 26.00 E 26.89' F N31' 16 16 E 36.35 G " 11.71' H N75'49'S5"E 28.96 J N6T03'43"W 67.10 K N6T53 23 17.36 30 CONSTRUCT AC PAVEMENT OVER 12» OF 95% COMPACTED NATIVE SOIL BEARINGS ARE BASED ON THE CENTERLINE OF JUNIPER AVENUE � SEE GENERAL NOTES 36 & 37 BEiNG NORTH 00'01'57" WEST AS SHOWN ON TRACT 16572, RECORDED IN slgT chit ��,�Q MAP BOOK 304, PAGES 38-44, RECORDS OF SAN BERNARDINO COUNTY. FOF CALF° Q REV. REVISION DESCRIPTION DATE ENGR. CiTY DATE BENCHMARK Prepared By: ofESS, CITY OF FONTANA CALIFORNIA [� I t� 3 a� 3. .6� SHOULD CONSTRUCTION OF REQUIRED � X S H oNq %4_ IMPROVEMENTS NOT COMMENCE WiTHIN PREPARED FOR: ALLARD ENGINEERING �, ,q STORM DRAIN IMPROVEMENT PLAN 0 FMOV ^ I K MU MORTAR Lv(r )1 iPaq IT'LL TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA BENCHMARK N0. 615 Civil Engineering - Land Surveying - Land Planning /_ OP �_P C,I SHOWN HEREON AND CARRIED FORTH IN A CITY OF FONTANA 8253 Sierra Avenue m DRAW AE Y. JUNIPER AVENUE FROM SCALE: AS NOTED DILIGENT MANNER, THE CITY ENGINEER MAY 8353 SIERRA AVENUE SPiKE IN POWER POLE AT THE Fontana, California 92335 W No. 43976 1900' NORTH OF BASELINE AVENUE DIAL TWO WORKING FONTANA, CA CORNER OF CITRUS AVENUE AND (909) 356-1615 Fax (909) 356-1795 C6 Exp• 6/30/05 � DESIGNED BY: ♦ DATE: BEFORE DAYS BEF❑RE REQUIRE REVISIONS TO THE PLANS TO 92335 LOS CEDROS AVENUE * * AE TO -150 NORTH OF WALNUT AVE DECEMBER, 2004 Y 0 U DIG Y❑U DIG BRING THEM INTO CONFORMANCE WiTH I , l C9� �' ` -� 9 CIVIL � CHECKED B� APPR V D BY: DRAWING NO.: (909) 350-7644 A.C.E. 43976 Date �F O� -/ 4 T❑LL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT David S. Hammer, 0 - CALF F ml DATE: L .� A PUBLIC SERVICE BY UNDERGR❑UND SERVICE ALERT ELEVATI N: 1467.59 (expires 6/30/2005) CiTY ENGINES R.C.E. 51152 3614 11 Filename: M:\dwg\ 14907\final design\sd\JUNIPER SD 04.DWG