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HomeMy WebLinkAbout3881-3�9 48" RCP SD - DWG NO. 3884 60" RCP SD - DWG NO. 3884 6 7 r PAD==89.9 PROP. 48" RCP SID. DWG. NO. 3882 6E 10+50.65 55 PAD=- JOIN EXIST. I _..PROP._._..__.__....... �R/W ♦ EX 8" SEWER DWG NO. 3883 _1 �1 Q t��� � 0 Ld 164, C14 of i -m3: C4Ato L9 I Ih 8fi i �. Fs nue wvc �l i � _ `_ Co, i i -04 I --- - a ------- � atP � ' td i I .��-a Lam, I � �; � i ��� � � !� off¢_ z a� I - ,Milt �i,li � k1 0 1 4V mi i 0811.461 IN � � �y woo Lo � �� I3 -Ron- 1080.4 I -V � - �ISo„sa 1 V'i .�Lo `6I"' F � _II+ � wll. II I�i._'_F� `�� �� jG, _J 1 1^1I.31 `�04 � e � j 8" t EXT � i �I i i��v I� I,}I L i F to -� cx� 448-.-& ' ��j{ I l { I._�{ � � { �.I I I 6{ o. � 1 l 1 1 ai�B �!�i l NAI J� - Y I iI� � AYE � j - -.• T F. j � _ � A _. � I 1 VERT: SCALE 1' - 40 �! WSi�3 ��y.i i �,,�• f4'�W.. ,,;I-I_�_,_�,-yI-..- �EN�H � _E�Y I 48" RCP SD - DWG NO. 3884 60" RCP SD - DWG NO. 3884 10+00 j -70 I 1 71 PAD= PAD/=878 ►' I =86.5; PAD -89.857 11+7.12 WOODS PLACE of 52 =13 59.74 BARTLETT WAY � 56 W - 00 07' 56 57 PRO,. R/ W --- --- _r -! Z ---1- V 72 PAD= 92.. o � o N PAD= n 85.9 c� c� a Q �� ILV)Cl-CK �N o Ld 3 v �/ mm 11 CYPRESS AVENUE 10456 ' 56 57 MH N0.12 TROP. \11+66.96 13+57.53 BARTUETT WA 4 =11+72.12 WOOD$ PLACE 5.00' LT 6 7 r PAD==89.9 PROP. 48" RCP SID. DWG. NO. 3882 6E 10+50.65 55 PAD=- JOIN EXIST. I _..PROP._._..__.__....... �R/W ♦ EX 8" SEWER DWG NO. 3883 _1 elfZb S6 11+40.22 MH NO.11 2 =12+16.79'', BARTLETT WAY 52 4.02 LT AD 108,7 RT �~ W �1 A Y!I J► E 12+0---�' / \`7 - , o ,, , 56 56 l211 / - - - -i 56 5¢ 2 TFL . BARTL&T WAY 10+00.00 52 1 +19.44 CL MH N6.10 GALA 4VENUE 20+55.57 =11+37.05 BARTLETT WAY 5.100' LT ¢f I ~ 6 PAD .5 1 = E.�11 01.'PAD-94.9 . 11+00 12+00 D RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. e I �ii i II EX 8' OEINER DWG. 38831 I � 111 i 4 I 48" D DWG NO. 1�0 38841 s � I Lu � I IF i� I ju RECORD ORAWiWCv PREP4RED ; I >- 8Y MADOLE AMD ASSOCIATES # I� I I I� WBNOeLL L /W4TS UR!/ &A TE' RCE• 36637 11+00 1i, CRANBERRY WAY (� 11+69.55 SEE SHEET 5 rRES1S AVE. � 27+87.56 �� � 30" =96.1 I ISD CRANBERRY WAY 10+00.00 1 3 GALA AVENUE � 15+37.66 \ PROP. R /W-,, i,<) �1 , Ln JU) ��-PROP. R/W �♦ 10+53.96 \ i 8 SEWER JOIN EXIST 55 � EX �_- DL NO. 3883 -5 5 PAD�=91.5 2 11 +59.55 MH NO. 24 I =10+05.00 CRANBERRY WAY___. 4__- 15+32:46 -GALA AVENUE APAD=91.5 �Z �a \ J 30" rn �? SD SEE SHEET 6 DWG NO. 3882 SEWER CONSTRUCTION NOTES 51 CONSTRUCT 8" EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS. 5� CONSTRUCT STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. 55 REMOVE THE PLUG AND CONNECT TO EXISTING. 56 INSTALL 4" SEWER HOUSE LATERAL PER CITY OF FONTANA STANDARD DETAIL 125. SEWER LATERAL CONNECTION SHALL BE CORE DRILLED AND SADDLED 57 INSTALL BACKFLOW PREVENTER GRAPHIC SCALE 80 ( IN FEET ) 1 inch = 40 it cn n O 0 N O O N N O r� O �I O 0 O O �i 00 00 W I- Cn z O V) Un (D z w d/ - O O I 00 00 4-10 Q) 0 w 1-1