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HomeMy WebLinkAbout1842-1i x. 6" Wafer Moir Ex. 4"(905 Maim S I E R R A AVE. i I i Ex. 30 "Concrete Fontana 41.-71o17 Wa ter G'o. L in,e Ex. e4" Wo ter Morn 20 21 SE S H T.' '. NO 5 Lo 22 �a 23 11 10 9 8 1 1 7 6 5 � I ---:: NO. 3 AVENUE 4 L H 3 24 12 13 14 15 16 0 CI)--- ZZ .3 f' .W QoC�7 R00 • L I ,C,0 ---.:•: 25 20 19 18 17 (1J Ay.e.*4 I I IW W I --- SEE SHT _ NO. - 5 69 ju �� —A -Cr- CIA CIA AV E. I --- Ex. Water Moire ' INDEX MAP. I" = loot �r,tVale _�-meet' ' /0 le 0171 a 1. Tr7e ex�s�cncc orad ,'ocof�017 o�or� under route/ U/i//f D��es COndzv/fS Or s/r�icf��-os shOW77 Or7 (hese �ar�s o�c o6forr�eo' /b oi1olloble f E co rdS . T 2 63.54 O�Ovi-- ,�r�o`V/ed e r -e o re r?o e k -1st - r Z/f/l' fi?s eXce of as shoW17 on (hese ,o%r7 Tie re - �G/!f'ed �o /�o�e n'Ue �ecouf�o�or r�e�Ur-es t` lqrfofec/ hd e fr/1f /1173 �0 7� 9 shovvr� err fhesc �r'a��r7 �. The-yconfi�acfor vfherossv�cs // liobt/� fG arlc' r -es ops'/if far'- fhe Uli/�f . r es co�dUifs or s!�-�cfo/rc s 5470 or ,-70/ ho�rrrT oj7 fhe'9650 , 9 . 2 C'ol7�raCfor ay r-ee s //sof he �h�// �ssUmc s% o.�d comms/cfe res' o�si,6i/if. y for ob s r fe co/7o'r fio�7s dUr, f1'7e coir ase o�co�sfrUclr�or7 afters Pr��cf lnc/uo'/i� sa126 X o 9//,persons o�nor•'o elf mho 14714 re �'�rc�r772r7� sh�/ cor7f/�U Us/ ar7d l7o,� l��feo' rlorArr7o p ,� l' w r,�7 r7 f7oUr� ; ar�d fhQ fhe cor7 trace r' shall o'c!'c 17d -7 / ide /77,r7 > �rfd ho%' fh�owr7cr^' or7G' fhc c� r weer' harrnle ss fir- m ar7y Orad o l ll t qq y leo/. orp�legeo' ri7 cor7r7ec�`� 0/7 w� fh ,fhe ,oer7�or-rr7G�ice o/�vvor.� o �/7s' Pro/ e cf, ecce ?/� l'or� /ro b�;% f arcs rr7 r 'orr� Me so% r7e /� er7cc o fhe o�v�7er- or• �hEr7 //72�r'. y 9 9 9 NOTE= Subfracf 0.15" /Prom a// ele vafion s eor comparison to 7t--c7,-No. /3584 eleve7717"ons Sa17 Berr7CirC//r7O Coves r� S'Urve�or E/e vc�flor7 : / 52?. 59 Per Fre%' Be -,')Ole 4049 - ,cp_qe 22 eO s f O/Ong 7101-7[/ 4Ve .17L/e irO177 4 ve n Ue 96'2' S'ovffi o�7c/ 3� " title S f O1,12 / 1_-62r-1-7e1` S'ec Ar>y existir�9 )oavernent over tller7c/7 to be replaced with 3"A. C. 3' - Feather to fhe satisfaction 3' f ,Feather fo the 5411*5facfior7 of the city E1791176er- ae t/he Ci t�r En97�?eer. N T�,otcnl �sec�'a'1 •r-lc� leo �e%cfed rrofrve scJ/ 3�¢'' �aXs�3e bedo'7��c/ co rr7/.roc fcd to 90 r " !Y C P �r4h/0r7d 4 ve I Q Q� Parkway � � f Loc /ori BO E/lr�G VIC//711' (770 9Cal&j 94eWer Pla,77',ge/Wral *ales 1. 411 wor• shall be done I rr alccor-oIar7ce W,(117 tf?ese P/o/75 a1V /'7 o !fy off' For: tQ�7n Pub/rc N/or,�s �e� f'me t S� p c�afec/ /975 2. Corlsfr'�Cf /on �ermr fs shall be Ohlalr7ep' �,�om �`i`�e Fo�f�rx� �Ubl�c oris arfrnent r -tor• l�/ fo The start 0 a, - v�or-,� Wlfh/i/ MeOG'io ,o ,/ 3. all 4`1 house suer- i'a/ee01!9 of fhe prooerfy 1/r7e W1117 4. gla ee,3 gho/l be scf b M2Er7,c /r�eer^ fo enob/e 117,acor�froc�or fo corlsr`r�cf 117e wore /40 ff�e;o/prr rOdes 9 . ;ord/ir/e� or sU6sfrUetures o�ar�y �l * olid a// e t�/ephone or- �o%s afer rnefers wolves h drarl� tt:�-i,ffon sf�"UcfU�, oo`ver w a/0- s170W/7 or- r701 9170v1%n or? areo� r`o be 7''rr/or-o�co' .or/ldsr?rQrttfeIr::g rtrl yvi�f�'/acodor�sAef�rc'u'C-tr1o/7n1 fie relo ofedbbe 117, Co7Tr'Oo�1/s r<�bpl//lffro her c 1`o 77011111 all �rrcres concerned f� ore cor7stt"ucffo� be��rrs- lo 'Qs Bur if ",o/Or7s 614,:�7// be ,oroYldccl fo fhe Cll b 4173 corr�roc�or• 9freowoeer� ��on/ermstraco�fohre r�•war `seero/5� ,os617011oawe/l bbeyjr7 fa/l� �o�il9 or � 2ee/r� 777/ t7t rnzlrrm 7 t�e ell shall chisel.Xr.7 the e urb of fhe /ocofron o�fi�re B• /o fe ro� 9 Mw7ho% �ror77es o� �o' covers to 63 00r7,sfruo ted �f/-7eb�elCo�wvli�79 r7lsl�� sur�crsefei�/rardaeis,e .SQurne to f�rt7Pbrsf7fe�e 9 s re arid oodr7awce oVcorrrl�rf r.) cor7frVkM rb p cfor d Sf ee t centerlir�e .sfotionin9 . IO. sewer 57-'a7-ronrr�9 NOTE= Quantities for estimating purposes only. Contractor to verify totals. 01./a 1? // t4/ ES f r *rr7a le OJ --8" V.C.P. Sewer Main a2 ---4" V.C. P. House Lateral 3a—Standard Sewer Manhole �--Standard Sewer Terminal Cleanout Lateral Wye - Special Const. or Encasement per Details hereon 7�—Sawcut and Remove Exist. Pavement $a8 —Replace Exist. Pavement in Trench with 3" A.C. per Detail on this sheet 93 Sewer Saddle per Detail on, Sheet No. 5. /O Cons f. Sewer Manhole per Sect! ,Del. 11765 all 'Sewer Lalera///oase Cleanout pe.� Cif y_ o1.jro171a1?a Sid 125 and 12511 ' Q�oF Essfoti •�� REVISION � BY". �aoFEssaT No. 62183ch ' MADOLE AND AS 50. INC . ,�ti��° �e��©�y,/F� Exp. 820 E. 16 t h. STREET Q * ISANTA ANA CA 92701 �� gIFM`F� �TEL.(:714)835-2548 ��u CA ,o FU1e )eF /�/0A/ 2 OF CAI J . nw/d MADOLE RCE 14914 TR. NO. 13804 1 TR. NO. 13804-1 1 _ TOTAL 8810 L:F._ -__- _ 188 LE._ '�s ,�rrr: ., �oCa�ioi, 641 L.F--- --- _ d3?�.3 L. -E - ._E_. ---5 4`5 f�7 - 4"LateraC __5 _EA._ ____8 __EA._ - l_3 EA. O EA. 3 EA. _ 3 EA. 35 --EA. .04 EA. 5-9 EA. .O L, F. O L.F. O L.F let to . -� I8 +49 w e O L.F. 5 L. F. 5 L.F O L. F 5 L. F 5 L. F. O EA. / EA. f EA. O1 EA. t EA. ! EA. /O 3S ESI. 24 EA. 59 EA. _A10. - _!_3- 5.9-' REVISIONS: N0. DESCRIPTION _ ENdR. DATE APPR D DATE ADD. S4W LA r. 11&1..54 CL 64NOUT LLP 9 227 --ID, . L?14e tWWG c. 8/20 0 • tZ► I-/oase zileral Zaeallaas 5pecic7/ - Construct 6"CZR_ w/ rnecharnical Joints or 8" V. C. R wJ special c0.or7c7-ete er�cQserne�t,oerdetQi/.s below or tg /Ve,- yroutedin Con finuotu s steel casing. L er7yth shall be 5'clear- ec?c17 Way l'rrorn water moire. 5pecial Canso vcf-ion will be r7ece ssary where saf71Lary se wer mains or laterals have : ess fho� le” of clearor7ce between the bottom of fhe WC71er rna/17 arAd fhe top of fig sewer_ Special construction will be necessQry where fhe clearance between the bottom of a storm Broin and fhe top of the Sewer^ maims is between This condition is 17of Qr�lici�Oofed o,-7 1171-5 nor-ojec f /" 3" /t/o- 4 bars - - - - - 3" .. `9 • • /. Extent -Y both ernals of cradle or encasement` •�" �" fo a Point one inch short of / STpioe Joint . _ beyond locatiorns specifiea' OV -7 Iola". - 2.. Apply 4orr77oil, thin plastic sheet, or other- • = acceptable material to Pipe, to Prevent bond . • � belweer� Pipe crud concrete. 'Wo. 4 bars 3. Use Cla s s .B concrete for all cases . t9 l6C. p &VCAS A1C_&r ,DETAIL 5 r/Vo ScQ/e j CITY OF 9lf FONTANA-, CALIFORNIA �FCALIF��� PUBLIC WORKS DEPARTMENT � KING CIVIL ENGINEERING DRAWN ,BY1 TRACT NOBS. 13804 81 13804-I SCALE: 101 S. KRAEMER BLVD. , SUITE 225 PLACENTIA, CALIFORNIA 92670 DESIGN BY: SEWR,EPLAN AS Show f714) 99-7010 •. .;_ HECK BY: TITLE SPIFFY DATE: APPROVE BY: � DAT Ez:> �� � �� JOB N0: APPROVED:�Gc%a.�P-P� r -/o DR. NO. SHY. NO. RCE: 16916 EXP. DATV. 6/ 30/89 ____ CITY. ENGINEER RCE 25/2Ye 842- 1 - of 5 Lol moo• �fre�l Nome r' � �o��f�vs7 q '�s ,�rrr: ., �oCa�ioi, �PB�sor,�s / CE�,2ITOS S_T.- _ _ 4`5 f�7 - 4"LateraC 3 8452 ¢ 74 84 5 IC- w0R r AVE.-= I8 453 w • e let to . -� I8 +49 w e f 7 I8 t/lo '• m g M I7f 54 0 " /O ., /5177 " 13 14 /7403 C/!a f q9" 15 I7450 f 4 Z" /6 -- /s 20 /0f 21,11 " /7 ACACIA AVE. I3�-23 " /8 -• I245ra 2-�' J, '. /9 // //f 89 / •f• 7 20 / -Wf,/EELE/2-.-_CT.- JO 448 Of " 2 -01/04 92 " 3 .. 11,154 J ¢ - r / //• (00 w(d " /2+05 w e " /2-1/5 WtIe 7 f.99w a 0 Io -- /087 of " 10f43 „ t�(1 12 IVF WPaer AVE. l0.•48 " 13 14 •• 1/tlo2 '• I5 •' /2fO& " /2-059 1 A I ztl f Q /g •- I4427 24 2/ FE)eA/ Sr. /01'.01 9456P IDf'Oa Of 22 03 -- IVF WPOZ7- AVE. 9453 /5f Z4 (off 1 f 20 " " 25 ACACM AVE. • 26 FEZIV .Sr. 94104 I " 28 IVF WPOR7' AVE. /��t/9 " 29 .. - _ /3t57 30 3/ ,DOL P�qlA/ Clue. 32 33 34 - - I4 04• - t/ 35 ., Olt, " 23 ACACIA. -AVE.— 13t/3 I " 25 10,.,03 ., //„Q7 5pecic7/ - Construct 6"CZR_ w/ rnecharnical Joints or 8" V. C. R wJ special c0.or7c7-ete er�cQserne�t,oerdetQi/.s below or tg /Ve,- yroutedin Con finuotu s steel casing. L er7yth shall be 5'clear- ec?c17 Way l'rrorn water moire. 5pecial Canso vcf-ion will be r7ece ssary where saf71Lary se wer mains or laterals have : ess fho� le” of clearor7ce between the bottom of fhe WC71er rna/17 arAd fhe top of fig sewer_ Special construction will be necessQry where fhe clearance between the bottom of a storm Broin and fhe top of the Sewer^ maims is between This condition is 17of Qr�lici�Oofed o,-7 1171-5 nor-ojec f /" 3" /t/o- 4 bars - - - - - 3" .. `9 • • /. Extent -Y both ernals of cradle or encasement` •�" �" fo a Point one inch short of / STpioe Joint . _ beyond locatiorns specifiea' OV -7 Iola". - 2.. Apply 4orr77oil, thin plastic sheet, or other- • = acceptable material to Pipe, to Prevent bond . • � belweer� Pipe crud concrete. 'Wo. 4 bars 3. Use Cla s s .B concrete for all cases . t9 l6C. p &VCAS A1C_&r ,DETAIL 5 r/Vo ScQ/e j CITY OF 9lf FONTANA-, CALIFORNIA �FCALIF��� PUBLIC WORKS DEPARTMENT � KING CIVIL ENGINEERING DRAWN ,BY1 TRACT NOBS. 13804 81 13804-I SCALE: 101 S. KRAEMER BLVD. , SUITE 225 PLACENTIA, CALIFORNIA 92670 DESIGN BY: SEWR,EPLAN AS Show f714) 99-7010 •. .;_ HECK BY: TITLE SPIFFY DATE: APPROVE BY: � DAT Ez:> �� � �� JOB N0: APPROVED:�Gc%a.�P-P� r -/o DR. NO. SHY. NO. RCE: 16916 EXP. DATV. 6/ 30/89 ____ CITY. ENGINEER RCE 25/2Ye 842- 1 - of 5