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HomeMy WebLinkAbout2399-6i R I ""? 6+00 10 QL rQ 1 PAA = 45.30 P� w 27 Q � pcn ��o� ow 3 � O `- TRASH RACK Dre N I N& ON 0101H 5417165 FeIZ CleTA(L dW 2.02 C 47'/0'33~ 22.601 /8.53' 9.82' U I DELTA I RAD I US I LENGTH I TANGENT ��l ������1�'�����rrrrr�!l!�■ ����� ���►�rlrt�tMwn�rwrru«�arrrrrai������r�s�r�rrrr.r�rr�..n.r..�.rr�.nn...�.�.�.�: NOMEMORM r M V F-.—, T 1, V —A mvm �> -.- _ �1 11111110'"50, , 1T;10WW9_PS,4 oil MO. 9.01i • . ClIIIIII MMMMMMMOMM ' IN .00MATION -PROVIDED BY OTHERS TNj&,EN61N KX MCASE x 4 C'��cp�' - - NOT VERIFIED SHE ACCURACY OF THIS INFORMATION ANO 2 ticd - SHALL NOT _#E RESPONSIBLE FOR ANY ERRORS OR REINFORCED CONCRETE PIPE �{ pS A IKSU TOP OF KN I N6 N tN LEN OTNEM I SE Code MCKF I LL AN I F i ED TX�rNOIDWMIMIMAYNOTED IN THE SPECIFICATIONS. Ire sAUTtryCioAr k1L4A f r W�"'w- –moi W _ CAYATEO BANK ON SHEET 1 Ni �• ' 1A1FCA5Te!/CT 1zr P AAIB GRADE OF PIPE TYPE SCREED AND THE �. � y � s� ��c � z ' ; • 1 �tNi A T5 FIT L'UA'M11TtiRE Ate l� METHOD OF USE TO K A'Pi M OY TIIE 0 N c� _' - �, f,r - EN6 I NEER. 4 �i�vu oMliY. REDO I Ni O 24 CN 1,0 rN 1/16 Ir Nit r " R� ?' .y - _— BEDDING MATERIAL BELOW BOTTOM OF PIPE \` S BEDD I NO A 0 Q U CU �� SHALL BE i/ 12 D' FOR PIPES 39' AND O� B m p LARGER IN DIAMETER, AND 4' FOR PIPES FIS6TA LA 7;0. LESS THAN 39' 1N 01AMETER. IN NO CASE EXCAVATiON TO THIS LINE PERNITTEL m �` Q i 1 1 �A ' - - � r4 O SHALL IT BE LESS THAN 1' KLOW ANY BELL 60rn ' ti h 23 t A 32 /03B ro T F. u13�' OR COLLAR. ?w .2 , '8 P , ,. �6.6� N I ►'� / s 'c CASE I I I BEDD 1 N6 BACKF I LL AROUND P I PE 2 O �O �, ,� �k� U' �, !'� c /azo. T� PI 0 0 M 5 ` V ,�' �' s1�' ( - Q PAS (a) ' W OF SPR I NG I MG L I NE SHALL NOT BE LESS TMAN TME �� M �0�� .h ����` �P V�0 1 1 _ _ FOLLOWING: 6' FOR PIPE 6v' OR LESS IN DIAMETER. i0' FOR ;X rh �. p, �� • ,� PE 63' TO i DIP I NCLUS I E I N D I AMETEK, AND 128 FOR 4 G �Q 6j h� , y P • �� ® ' 3 A �w� PIPE LARGER THAN 108 IN DIAMETER. THESE D I MEMS I ONS SEE SWT. 2 & 3�� ,� ,, MAY INCLUDE THE THICKNESS OF ANY SHEETING. m xti `"�' �� �` \�� �h 0 '0� 102 I til 11F MEASURED AT THE TOP OF e ,,,,�� (b) WHERE COVER I S i0' OR LESS, of OP, o (T',, f'';0 I.1 ` t�'i THE PIPE MAY BE ANY D I MENS 1 ONS GREATER THAN THE ABOVE 1 i I o SPECIFIED MINI UNLESS OTIi M I SE SPEC I F I ' c� ` � �, �? �'h �4 Q/ �� / � .,� 123 • � G ,� � � ,: , PROJECT DRAWING.EB ON THE M (0 WHERE COVER IS GREATER THAN 10' ' W' MEASURED AT THE TOP Q M / '. 5�a. 01. P nor 3 `` "4o4C-F OF THE PIPE SHALL NOT BE GREATER THAN 10' FOR PIPE v m ,, p►� 1 1 PA'� 3 �0� 1W IN DIAMETER OR LESS, OR 129 FOR PIPE OVER f08' IN DIAMETER UNESS THE CONTRACTOR AT HIS OWN EXPENSE �' C PROV I DES CASE I BEDDING OR STRONGER PIPE. THESE 47L0CXXA L: L D I MENS I ONS I NCLUQE THE THICKNESS OF ANY SHEET I NS. Fp�IA 1 /S' _V,6Wiffe 919M0T. /!�' AR-CZ/9-F SAAdv-16 GENERAL NOTES 8.low' 0 _�/�4GE E"r'r - Bedding A shall be composed of sand, 3/4 -inch or 11/2-Inch2 !02 p 3 ( / crushed rock, No. 3 or No. 4 concrete aggregate or gravel, or other granular material as spec i f led. unless G� otherwise approved by the Engineer. Any of the materials listed with a gradation no coarser than that I//. oto--- ►, =/A y= �� "' � s)VT of I Inches. oncrete 3ncdiameter aandegaree�ha I I be used for pipe 21 , g and materials with a w v Lor 21e.. Lor � PAa gradation no coarser than that of 1/2- I rich crusNW rmk ' . AAO. . ¢0 �� W 4 _ _ d shall be used for pipe smaller than 27 inches In ' ,O\01 A y 0 3' .� - . • diameter.. PAP 60 s1 1 CO N sT'i�UCT t t� fd 1� OTS S Bodd i ng S sha I I be composed of sal tl or othK granu I ar 111D _ F,00rlAIC material as specified unless otherwise approved by tht -"'H x 32'`1J✓ Engineer, and sha I 1 be comp i etatl pr t or- p I ac i ng bat amce of backf i 1 I . ¢ .SECT/aVF/ A" 21 INSTALL ?4 R.C.P. D rO04 - Concrete backfill. where cal l,ed. far on Std. Dw �D4i3 � G $�� �w cE�c/r�,e /` No „ or where specified on the pro j act 'drawings. s be, B' 7 22 INSTALLo" r�c.P. , p t000 �• �Ewcn�: h / NQ, C4272t 420-C-2000 concrete poured wa I 1 to wall of tranc froJa - Ev. =I Aca top of Bedding A to a minimum depth of 4 overt of,.- � ' �, ,� * pipe. Concrete backfill shall -bt used for R. �Nd 71� 2 23 INSTALL 3Cb P.C.P. D 200 ,BENCH A.C. P. as required on Std. Owl. No. 2-D23. , ►� d �, i2,e S/0//rE O/V RR Ak 42'y4320 A T 7Ne //V 7-Z1e.V ECT7Q" GONST2UCT M.H. NO. I PEiZ LA.C.FC.0. ST0. Owe. per' AVa. X1,4 J�IUL.BE��?r .4✓�. FL,E'✓. 9!B ¢Q - .:!k 2- D 102 4i ENGR S CITY Q' CONNECT V EXIST.. CATCH rlASM . M A.IPWA 9W.," REVISIONS DATE DATE APPROVAL APPROVAL CITY OF FO NTANA , CALIFORNIA o v -fNPHB& ASS O CIA TES INC. t 1 GU5TRACT 0•�0 10 1;5F-MCHMAP*- �f (�j7 �' �• CONSTRUCT 1�3. NO.Z PSP, L.AC•i�"C.C�. STID. t,�. 109 EAST HUNTINGTON DRIVE MONROVIA.CALIFORNIA 91016 (gig) 301-441 (a18) 3©1_3 PUBLIC WORKS DEPARTMENT cowe reMT V EETIC.AL 18 0 C.M .i' WITH TYPL WPI MVL.ET D rawrn by Scale: WITH STrEL COVER PER CALTeKNS 570.DWG. ]>-75SOUTH RI DG E VILLAGE N , , Po>z b9TAIL,% 6;.E GGT. N0.8 AMD 1DMI` ! HEIIESe,M. Approv�k a• '4a Designed by TRACT NO. 1,3893 Date: - -- - ate R.H. STREET IMPROVEMENT PLANS 4-2-410 Checked by. Dwg. No. A_)!_4xAootA.--*' .7A .3 � . • � . Approved�, �<</�17 A��Qi 6 ,t CITY ENGINEER R.C.E. 25196 _` g