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I i --- __ 1111-----a- 4 i i �_-_-- I--------- -_ 1 VERTI l in = 4 ft ' I ' i ' ' , i i € i i i I I I I j I i I i I j € € I i I i - -I - - - - -- -- - - v _ _ - - i - -- -- € -` - - - 1111 1111- ----------�--1111-- --1111-- --1111-- --1111-- -----------111111 11-1111-- --------•--1111-- --1111-- --1111-- --1111-- -----------1111-- --1111-- -----------1111-- --1111-- --111111 11-1111-- -----------1111-- --1111-- --1111-- .-1111-. -1111_.- ........-_._._......_._..__.._._. __...........-----............ � - t r. , --- --------------------1111-- --1111------------------•-----------------�--------------------111111 11-.1111--.-..-...................- .........1111-- - � . 4 .� E � _ . _ . � ' HORZ1 1 in = 40 f t j j j I , I } ! i € i ; � I � ' € � € ' € € € r I I i i i i I ' i 22+00 21+00 20+00 19+00 18+00 17+00 Z, O CONSTRUCTION NOTES O1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE O2 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STANDARD DRAWING 112 O3 TRENCHING AND BEDDING PER CITY OF FONTANA STANDARD DRAWING 131 OR DETAILS ON SHEET 2 04 INSTALL 4" SEWER LATERAL AND RESIDENTIAL CLEANOUT PER CITY OF FONTANA STANDARD DRAWING 125 GRAPHIC SCALE 40 0 20 40 80 120IN 4 6" now P4 1 SCALE 1" = 40' Q D DIAL TW❑ WORKING BEFORE �u� DAYS BEF❑RE YOU DIG Y❑U DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGR❑UND SERVICE ALERT 0- PE= 59.4 S � MH. No 11 �-1 0_3 - 4 zj - 2 09+95.00 � NUTMEG CIRCLE .(� % PE= -57.5 PE=58.0 PE= -58.6 16+41.44 SAFFRON ST. v1 MH. No 10 4 (�� MH. No 9 2 18+42.95 EC 4 . �.A O �7 4 4 20+06.95 2 4 k V" 2 } 6 s�X rn rn rn . .� ,�_",- co tO � C1 NO 00 ti + I O N `/ N BAYLEAF LANE PROPOSED R/W BACKFLOW 19 SEE SHEET 7 21 + 70 NO 81.00' 1 81.00' r�7 ,� J 21 64 20 + 14 NO 22 18+64.95 18 -I- 65 NO PE= 56.5 PE= 57.0 IS + 55 1 12' 20' 20' 12' I 18+38 NO 33 Oj F 00 19+00 L 17+49 NO _ _____________ ------- S - -^ � OF STREET _______»... 1....... K• 1 ....... ____ ........ .........-------------- _____ » --- I- L 35 20+16.95 4 NO 36 20+26.95 rn NO 37 21+67.91 21 + 68 NO 1.0 81.00' 17. PROPOSED R/W rn rn LO rn Ln rn t ri + + N N 00 + 00 jj N � MH. No 4 1 I �� 16+66.71 BAYLEAF LN. 4 '��, 22+25.95 SAFFRON ST. 73.00' 81.00' 11� .. . ............I - 2 . 1 N 21 +00 S S 8 1 WAT�R MAIN CURB LINE �p_ T__ = 16+71.71 q BAYLEAF LN. 1-11 I ' -- --- :' 1111---1.111... _. 22+20.95 SAFFRON ST. o _ o 00 ! I ; �� 0 t �$. rn I + Iq 1J �J 12' 20' 20' 12' PE= 56.5 PE= 57.0 64' 0- PE= 59.4 S � MH. No 11 �-1 0_3 - 4 zj - 2 09+95.00 � NUTMEG CIRCLE .(� % PE= -57.5 PE=58.0 PE= -58.6 16+41.44 SAFFRON ST. v1 MH. No 10 4 (�� MH. No 9 2 18+42.95 EC 4 . �.A O �7 4 4 20+06.95 2 4 k V" 2 } 6 s�X rn rn rn . .� ,�_",- co tO � C1 NO 00 ti + I O N `/ N DESIGN PROPOSED R/W BACKFLOW 19 21+70.91 21 + 70 NO 81.00' 1 81.00' 20+ 30 117.00 21 20+13.95 20 + 14 NO 22 18+64.95 18 -I- 65 NO 23 18+54.95 IS + 55 1 ' 8" V.C.P. SEWER 11 I 18+38 NO 33 Oj F 00 19+00 L 17+49 NO _ _____________ ------- S - -^ � OF STREET _______»... 1....... K• 1 ....... ____ ........ .........-------------- _____ » --- I- L 35 20+16.95 20 + 77 NO 36 20+26.95 2 0 + 27 NO 37 21+67.91 21 + 68 NO 1.0 81.00' 17. PROPOSED R/W rn rn LO rn Ln rn 0) N ++ ri + N N 00 + 00 P1 PE= -57.5 DMT LEAF LMI'4r- SEE SHEET 7 SAFFRON STREET 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 A� RECORD DRAWING 1, f 30ro J LB3( PLANS TO BRING THEM INTO CONFORMANCE WITH REV. REVISION DESCRIP11ON DATE ENGR. TCIDATE STANDARDS IN EFFECT. Qo ' % �Q �/j/ 89.2►' 1�'` S �r \ - 1 - - GN 18+00 S 1 19 ?6' - "I 1 ___ O\t AIIII� 8" WATER MAIN M - `� 1oa6A �v �v 5 (L=194.08' X37'41'41-) 73.0 1 (R=295.00 T=100.70) �1 \ 2% 1 % PE=61.0 20- "E- 58.4 Prepared Under The Supervision Of I Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Co. 92860-1967 Ph. (951) 7 6 2040 Fax (951) 736-5292 -,aW5 DOUG S N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE LEGEND J LOT NUMBER 1..1�' - ----------------- PROPOSED WATER MAIN S PROPOSED SEWER MAIN O MANHOLE ------------------------- 1.1---------------------- PROPOSED WATER LATERAL PROPOSED SEWER LATERAL - PROPOSED R/W SEWER LATERAL TABLE LOT No. DESIGN "AS BUILT" BACKFLOW 19 21+70.91 21 + 70 NO 20 20+29.95 20+ 30 NO 21 20+13.95 20 + 14 NO 22 18+64.95 18 -I- 65 NO 23 18+54.95 IS + 55 NO 32 17+38.68 18+38 NO 33 17+48.68 17+49 NO 34 18+67.95 18 + 66 NO 35 20+16.95 20 + 77 NO 36 20+26.95 2 0 + 27 NO 37 21+67.91 21 + 68 NO CITY 0 F FO NTANA, CALIFORNIA TRACT No.16678-2, DRAWN Pisa SANITARY SEWER PLANS SCALE;" _ 'w DESIGNED BY: SAFE M SET DATE: PT S 6+41.44 T A 22+25.9 APRIL, 2005 ALBY: APP OVED B �`/� DRAWING NO.: 9 AL DNC ^ 7 r moi, •38le. r OTAW01 iWi RICARDO SAM50VA17R. 1 AT