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EX1�RA O.o06} �STRENCTH _. 1, ` � ._ _ __..i_ 8" VCP ! � _. i- i � i i I � � { _ _�_.._ j , t j _ # I i NSTALL I �3.7{7 4 _ � LF S EXT L 1 0.0084 Q ^f ��'1 ST ENGTH 1 8" VCP I ! 1 1+ # iR FILE SC 1 =20' H ORIZ. 1 "=2' VERT. i LE i # f I 4 { i 1 ! r 1 , - { i , � I i i I i , } i } f � ? I i 1 � 5+00 6+00 7+00 8+00 9+00 10+00 SEE SHEET 5 z I SEE SHEET 5 it '+ _, � ! _ I it ? i JI ! it S n 25.00' - - � I • • ►_ � • 12 I �' -� 3 ' -0 ° I o I . � 1 PAD 01.7 0 d ;i ! ` ' '`--_ PAD 99.7 2 3 0 �V PAD 00.8 e l L 0 a - oo 9 I V i; it i ;,. ; I!@1 ++ - E ii j i ; �� ; , > n j - x�� PAD 00.1 �� 2 i L o f ^ 2 p 2 o f-3 �3 5 7 t� _ j v: 1.�r�_ of �, _ o� -�� 2 PAD 00.6 a `Y' _ _ r 2 c0 ', 3 "D z Inn ii if ! If }# t i i i If l u I i! t { �.: ! j d APN .0246- _ p �� m 92.99 Ln a` M ° ?E GONZALO :-ORTIZ o ° , d° , Z i it> - N 11 �� 15 �, , W , {, ; a ! • N 89043'40"E 170.00 ° A (0 PROPOSED WATER :PAD 01.6 �2� 18' 30 PER SEP PLAN ° a W W W a/ EXISTING WATER o j+ d I kp�� 2� Z �J I i IV IPAD 0 ' d 3' 8~ l V STIP ET APN 0246-031-13 ISG �3 N 89'43'40"E a 67.77 98.4 PROPOSED 5*'Aff ., v_ ,�0 Q 5' 18• PER SEP PLAN oo 30' PROPOSED 8" SEWER 1 DWG. NO. 4032 2 UNDER 51DEWALK r DRAIN (W=8`) PER ! �. ,�+•E ��g N 7 - -- - - - r DWG NO. 4032 — — _ — — — — — — — — — — — — — — — — — — — — — — 12' / O \\ i / `f N 89'43 40 E 234.26 ° - o _ ,., �� "� PROPOSED 8" SEWER LINE 'A' 7 \ a _ . a . - o� - In 'o 1Si > ° °, .� c� * t� \2� r li r i - -_ -- _ _ N 89°43'40"E-a�0:00' --_ - ° L 3 d) j // 110 1 Z `; 30 � l f<. 30' ; I ( '20' EPSEMEN. i ! ! _ __.� _ , l i DRpiNAGE, & SE!►itR i-__� } ; ! � m M 9 PAD 01.8 - 7 8 PA 01.5 r I _ ;, �, '�' 18' r- f r �., L I J 22' ? APN 0246-031-4'21 — �- _ .. JUAN & MARIA .1/ALD.EZ I -��>> ! J 5 3 6 PAD 00.8 PAD 00.4 I 2 PAD 99.7 PAD 00.0 z z I ( X�\ �� 1 '` �x � �Gj11 if if ', I t ! --1 FES — — — �QRO SIpNq Q `' j �I I + I hti MELVIN W i _ o z THATCHER, III +; I I � � r c T � CONSTRUCTION NOTES XP. 12/31/11 I ., �,�, ^p SEE SHEET 3 } , ' � : �' CIVIL � „ �\P 01 I NSTALL (5 EXTRA STRENGTH VCP SEWER 3 �OFCAL�FO� 20 INSTALL 4" SEWER LATERAL PER CITY STD 125 30 INSTALL 48" MANHOLE PER CITY STD 112 0 �� P>�aw�►U�s INSTALL 8" VCP WITH 2 SACK SAND SLURRY PER DETAIL 'A', SHEET I QO INSTALL 8" DIP SEWER WITH 1/8" POLY ENCASEMENT Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA I �pP E 55/ O ,r- • land planning ��e SEWER IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALS SCALE. 7 "=20' SURVEY BY' KRUEPER ENGINEERING & ASSOC. DATED: 6-22-04 DIAL TWO WORKING _ • civil engineering - MELVIN SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� DRAWN BY- SCALE :: Z SCALE: �`"'�: � phone 909.748.7777 � N 64 rn 55 TRACT NO. 16620 A5 SHOWN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO fax 909.748.7776 Exp. 12/31/07 * DESIGNED BY: FROM 5' WEST OF � LAUREL AVENUE DATE: BEFORE DAYS BEFORE s, CIVIL TO STA 10+00.00 iVY STREET 0 20 40 60 YOU DIG YOU DIG 9 A� Oulul-/ P�GOP-P VVAWWN ,i TOLL FREE 1-800-227-2600 :L: ADDED SERVICE FROM MH #4 TO �I thatc er engineering 8� associates, Inc. qTF ��` JK I (/ 16/07 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �k5-5- street, suite V redlands, ca 92374 CAL` a CHECKED BY: APPROVED BY: DRAWING NO.: It p V A.," 1210,010 % : 4 �� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT APN 0246-03 1-19 //-Z/-07 /, STANDARDS IN EFFECT. Melvin W. Thatcher, Ill-R.C.E. 39964 Exp. Dec 31, 2007 MWT CITY ENGINEER R.C.E. 51152 4031 5 121401 1 08601 SAS -BUILT