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HomeMy WebLinkAbout598-D ArIS Ng EUCA�YPTLl.5' W � � N F L T,PEE /POW ` ly PPO /LE SCA E TO 6iE.PEMO!/Eh W' 0 RAW r AF/NrSNED 0 Q h 3 sr,�EEr` I l I T60 Q� �' ° FiNr-3r/Eo suPtACE 0VE,P `� m 1760 1764 STD.PiL! O.PA/N EX/5T GrPOUNO r Ih 14 { -_ I EXIST ZD� 342 �° - - � �• � �• 50 ����' pI i'✓L' ivsr.4tt 48'"•P4'P „ �-=o. oo /7.�0 O a.00 F ,SE�'T/ON DSD � o a°, w h W hj 0 � t 0 tr, o, �: Q0. ` ti.�• EXisT. ovTLET PROF/L E o o h v, p 0 ,ail• r ST,PUCTU,PL� - V " J wWA h 48 ofoo 0�7o J�, AP A-f EXIST jW4LL !d"LAP �O o J r ' r ToP of il�gl[ I Ln q NOTE/ALC W..4LL ELEli rMNS S3L.F41~Pl'P = r.4 A.00 L.F. -4e R.C. P.•- I S 50 D w6/ QB".PG!f'^�/,950D E�.S¢5qy�� F/�E'iL1ED /N THE 7O �. -- ----- -- _ _------- TD BE CON TOP �y,,a� Tcy sy,4 f F/ELD ¢`TD BE�IOJUSTEO 8Y r /5000 /7/�;kf EL-g�� E�• .¢5 - ��i r To T.�/E ENls/NEE.P/f NECESSA.P . ENO OF—P/PE -- PROF/L E SCA L E Ho�iz. ..h=40' 8 4 0I L 10 0 a a J7s�o�� 3P •-� } t,_ REMOVE BACKFILL. EXIST. CONCRETE CHANNEL _ , EXIST. CONCRETE CHANNEL-NOT TO BE DISTURBED o' No rE 4s�9 .W 48",PL'P. 1 v © V CO,uCRETE TO BE CZ4SS 'A- TYP. I 0' 21� CONCRETE PER SECTIoAj 90 OF V/ iex�4j�4 :5r4T£ SrD, SPECS. U,tILESS ,� - /8 a / 6 L•4F O h ti sCALE !"=40' OrEPw/sE AlorED. _ _ � d� N � s h � O W EXPOSE EXIST ,PFB,4,P_ W2 I 4778 6 TOP OFAV4 Z T4 U � � \ ,i f •` '! p t - QI � �' 1 EXIST. ~CL7NC,PETE I,PAP/6AT/ON PIPE (NOT TO BE DISTURBED �1 I \ AM=41 EXIST O 5C�9 E.N/ �� } 0. w /�/L SD/�/ ,�1 N 89'45 21"E A VENUS _ a - - -- - r ----- `� CONC. /E'P L/NE 3 8 STEEL L/NE CONC•W4 � O �P �0--:B D PLACE RIPi2AP % TON CLASS ��� ` 4p"I,/I6f/�/ 1! d ��� t� �9 O EXIST. DON UIT-� NOT TO BE DISTUR ED EX/5T SYRr L/A!E �• OC7 8� ,PE7Yf0✓E / SEE DETA/G A N 2 I SLOPE \� f n. _ �� ) -1 MrZET SMIlerVAIF TAIL ElV6 .. iP/W ,. / �Y� , ,/ T R.C.P. Tom _�� SCALES /O l Q O �\/ v —� !— __ TOE_ - - ✓ J\ _v.- . . . �-f - �Y - — ~ — j i - ?•'/ SLOPE �/ O ?•'! SLOPE •STO,PM D,PA/N ♦ �r6 , IS INSTALL 48 R C.P- ---- - - - — - I CORVE DATA Q I ♦ �1 's'.9 V TOE TOE d =95 eOD'OD y 0 j h I `� V I F P R=45.00 J L = 74.G/' ^ o i 7 A��• 1 1 so' so' ►� - T- 49.1!' g y ♦L7t8s//E.l' d= 5 OZ 3¢ 3G', J4' �c _ N//L SON AVE._ q 11 oa �. /7 93// R 1000 Bp -- K V v1 Rill o E.t/�OF,oPE J L :88.0/ Y,i h J h �: c N ' I % � t y N . Nk EX/ST. /8 CO C � o �3 r s'EE OUTLET ST�PUCTl/,P�' ze p/ /,P,P PIPES ♦ � Q/ ENO OF CG3t/C.1�V.4LL STA�PT b�,/ • OF,PA/L E!l/,PE�PEf/ETi!/E K ��19 \ �DETq/L f 7ZWCLASS.\ 1 � .�. CLEAN OUT AP, 4 - . AlETf/00 'B'FYACEtifENT , C 0 O V ,PEMOVE \\ I s B.C.R.L). sp2 pg - ST.4TE-,9rb ,S'PECS'--14N./975 �'�'/QNNEL wgZLT AIV L7,POPS' ?'-e EXIST. 30 NERC.P. z� .\� \ 6� M.H. F,E'AMF¢`COYE,P L. I. A,PC<lIBAL D AVE. �t �i CUT OFF A14ZL r —_� * � , � ----o -- --- � — - ,• . . - EXIST. .P.4/L� N//,QE `' • T - f py ,PEt/ETiNENT n ? Q DIMEt1S/OA/S SUBJECT TO h � ADJUSTMEwT Al TlfE FIELD. /NKEL.M.?O - /NSTAL L 164 . 0 EX/ST Cf1/JN�/EL /Nf�,Pl 4?"',P.C-P. /i7r���� € �/? EW , a - D ^4 eomr - - vE,PT. &A A' --- - —— N fv7vAr CLGPB, GUTTER - /NsT4LL 4? ,PC.P. /� s/GLwaLK SECT/O/V C-C 3 3 y / Z b /N''TALL ¢By,P.C.P. _ •, _ - r h. C. NO,R/w RDIrelt - .. ; 0.e h h pR�ARBI� .By' � FIELD BOOK EF. ,. . - COUNTY OF SAN QURh��►, 'Y a �. � TRACT N0. 9269 . DETA/L A tv ROAD DEPAR o -_ D eg 6, f:t ►E� ORM RAIN IMPF20VENT PLANS \ L1 ll p t t y Q Z /BT yV ORANGETHoRF AyE' r II h r" a, DELETED INLET Q D-D D LETED_ t •2 1 —i - � FILE NU. o� T7�4 �G .9?6TO 4- J �<i �7l4J993`6Gl4� /� PLUG EK OUTLET. E _ l 3 1 0 /I/ 'nir►1�YeN,� R�ncS —" ,� - WILSON AVENUE II !T S tE� ®T /1 i � act 2 Dcf 7G � tl V DATA 9 h ��a �- .-�t�- ' � •-Q F -/{I)AEp DIMF/JSi9A,/;C•INE� S•na.c+�ar�c,E .._ . � C Ii.�3Q--►� SHEEP • EuERE7'TlfJEf� '✓LFi /9CE 23056 ? tk` " ''I r:E.�'= .t(sld f`s"' C�A1E. 4551 ROlo cod CF J?hTY Ei4nINFEk^ L,,, ' 01 ` 9 E4X36 PRINTED - - i NOTES _ MQnAeQr frame /toner-, • Wreet 6rladt, Sts A'Awn Me. S.e.c.fc.o. SO17eB _ _= T• e1�•, fears _ _ _ _ _ / - V�41C1 "S to.,11,8,G,4 4, E/eveNbin R,on a EA,&wian S to ebown on f01 ht Cn�►tf`t*e Hnp and _ TABLE Gtf'�/� for Fon�4 T henbn. SEE 0`ETAIL THIS 5HEET. ( % t~ M*A* 2-LATE•RAL.S: !f /otemis enter on both sides ofnwnhok,acce s shaft Mall&I A7cottdon --- ! .�.�•' I 1 of concrtle .rids PWC A- the rno/%r/afe /. „o e a A� T I T 4 0" d -CENTER Of-M.INhgC SHAFT s/�o//be/ocofad Dies•te»ter/iik o!'S/ar�i► Ohre ►rhr,►� D, sir 4 B : "a•less,M which Quepkce 4 f'hof� etrlca✓l�i oio[indshoft 45"swith con&-/rne a � ham 4-LEVY.'7 H of Ino" oib moy be o o t t MCIY!'�J>!'d f ophon to n>er pipe ends,hat any change in neer 3-B• .neiocree lembon o/ spur must he 4ppr•owd by the D1 s1ru0 E79inerr. l � !�mr tsi5-D1 A/L M Whpn dFpth of�vnho/a/s+orn sfi,rrt tv tsnp of bo r /mss than �-K1/~i4r ,oerrd t a+ ''�^4e,r�.it tw•e:.. s.,r7M es 14" TO 15" , SECTION G-G PAN stets or,i -6'ibr con strrt'rt's cvtrat,__w1 monvhlhie Jhoft att yr Oetoi/ M. l "11 b Brei hc.d t ; •(net,r,'.7 Ower.Std rbn sn,"AS /•^ ` - ..+e ce • Sp 14te1->d e►�r" M fleinferprfd with Lour h@ inoop tial 1 j- - " rh% o carr,not stio,.,,j Constrm ion Yrlwlt os per,Detoil"&rar depth of monlhole is oaf�ono/. ,., N,,.,,. • with Ne. 14 A S & w. y"�9e w,re . 9 SP 147 I i D bars Concretb � a When diomletbrD, /1 46"or ii n center Oe eft,t/b//be%»ted0S Me'Note,J. °�' ""�°'}� t �."`'•, a, °•^,ter• I: �•.� # - - - bow O�n1' tti;fdr S ,rte s rs••wnt Ael, �•IF/Nf2?/4C//VG STEEZ oho//be strr��9hf bostT,/ c%wr from f+aCe of f r ' " tw i«.,••..1• �wolenl Thitkt . o f -.-- e v roe,blast //b 4D r f a �,t., . . �: k coneret nkss shown►oth�rw r d/ro a 3,and oee�d /B"on eonhers S _ .� :�. see e�tr.+t rtes s o tr —^�, b -� r -+� __ - i • `�' ,t - ,� _ _t- 'r. !�Oleg,. • lE . •• 10 :: Hd'1N' t /y s /Oh. 1 � � -----u'----� `• 1t�tbers. 4►+gd ,� rnsbe - •s•: - -- --- 'r' _. a e•. o o �� - is~ib.• K .,.r —� Divi ort loser. tee/�hchstc/u/e d�tt�»i/ed on p _ '. - • ,. �. _f _ it 2 toils, 7r%q'd. 3 ' ' • _ hd�ne r �. • �' to.,A, o sr•rrr °• 6' t Q' N�r►ait4 ' .� tV6F0W1VT,P, sho/I be 5"for 02 9�6"or/e53 and B"fbr O?over 96 I ` • i ��;� • ". ,• ,----, e -A hors �� I _ *A w" -STEPSsh //bo� rouno9o�on�z0e-3ter1 orid oneh-DP& f loss the, Qnhehesrn !/,e f _ I• s j .•. ::= E biers woo//s af'atrmollr e. Unkys otherwise s/rown 1/ie spoicl llwl/be 114 f0 /5 o.C,�f7t , 1 1�w ,� .� CROSS SECTION �; p; :•..eccrntne pr•cese • f P' /(7/r!'JtJte shall be nal nro� then 2 fkf ohove the ir1Vt►l't. t� DW Sp147 k �t�• OF REINFORCED +, ee,�re,e �P.e.., I CONCRETE RING ' W a: t, I + O- /I S;RETaC/CEl9, .4/1/OP/PElsar access Jhoft .tho//be aeotrd m/2 t»ix rno or or i_<< - - - - --- I� _ a • t' o,o- \�- 'L` I Hent/ inted ov- ow�x inliole shoo.. �' I + ,y a bots yPo sell?- as e 3j- •♦0- �. { • 4.' :•• .�_-•` ••. .�r ,� it _ 1 i i .' �:d.�- �•. °• 1/-fZ0At4 �'nsort/iadE ,rJfo!/d�e•,fer/ trowe%d to JV1W 9irr�/'rte e ,J. �� • . r ;. rJ .• o' a.;, //f noele/a � 9 w, h //bo cotinuout a�r �tot !/2-BODY o10 !t * M H.RC' ^ ' .' '►comic"te sector 04, /Bloc both wrap,to be ""� -�' �� th0t o C0n,1tfYx'6on t71 oflhe 4cv•inyiny 1"with o/ctrydadina/lpyway Is ' ' SECTION N-M•P-O used whim D is 60'cr over ' /perinitted, t'I P Vr' a• ' /3• L:�'Y,4T70N 'S o/�/ita o1 i rte sd a ?ra!l of s tr�ctr.A na . ' f�rtpJeCt�alOn ARO 3 - 44 J bars,4'-d"Arrrg N-U C*n0A,o r c psi of Ltf da S. ,.,,,y ,+e.,�� "9,"e ;; vEaTlc�N SECTION ' + 'ti � w DETAIL. M 14- �=300 T �: S . t' pip. ,.or ., OF PLAIN CONCRETE adds ono/ bars 6 0•C. 1b swsld wire t ABLE OF VALUES FDR F AND T - ldOTES ECCENTRIC MANHOLE SHAFT of manhole. fSe�e Hari S) - D F e T B T IPbcmd to R=�' iz" 4 I t 06. E 0/v><i As� l//011 An9 �4 f.. 7"" �S" �� 1., ALL JOINTS shall be filled with 1-2 mortar and neatly painted or wiped on 141111 „ if4. 16 t S x2• F Q�F )�L - --. ,�''�N��" - inside of shaft. i .riot I �en'b deaf ar 7 i s 5 .. 10 I � SIF " VEATiCAL 3CCTiON 2. COLLAR of 1-2 mortar around cover frame shall be omitted in rock 'and oil �� �L � LevN I I :{p 24" 1 OF REINFORCED CC?NCfiETE f V , A✓WKJI! 1r/PrPe�ef - streets and in paved streets. • j (a, M _,. l 2T" _ S�_� ECCENTRIC MANHOLE SHAFT • O" B" 138" (7 NvrFs 'COwT,+evEv' 3. STEPS shall be 3 4 inch round p p r t soot l�ordhoft TABLE OF BAR SIZES 7 33" 6 144" 18' `rho w ilocol o,co•�ee 0" ~11 et,.Mbee•+mett+ 0" Reedy / /galvanized steel. To step shall be placed s D or B A 48 Bars D erF Bars O ►rershrd Ceees or shone w0h rTo*•r.cr Teld•na heeyce"* directly beneath the manhole cover frame. when lop anol /V vel " IQ•• 39" 7 - sw+eces «rn not be eccerted Width of all steps shall be 14 inches between lag centers. Except where showm �-D � �.('VC \ ~- e M otherwise, spacing of steps in shaft shall be 14" to 15" inches on center. C«►trn�r `„Q.C. l ��� 12p 39, *563X4166" 42- , 42 -84 0603" 50 6 s � See Std. Dwg. SP 147. \ " 11 " 6 4. ECCENTRIC`MANHOLE shaft reducer, and rings may be lain concrete. ©�,., . x� 90 -I4a• ��e3M ase s , s,,. e g Y p P� / S4" 9" For unreintorced sections, the minimum thickness shall be 6 inches. The concrete tubed shall be of such strength so as to develop 3500 p.s.i. or greater -o .a ` ':� + . "':.. :il 1 " Sp• 9s in 28 days'. � ' � •° The recast concrete manhole structures will be in 1 ' -'' �o -`'• P inspected by the Engineer prior " / rB•• /Of to shipment to the job site. ( �.i / a►rI edges P� l s9' /o �" P Fbars ; •+�; i i r CQIVCRE"1"� R 1 NGS L.�C�f� 4 pts • I l r L - / 4 171 6 AOR M,o.1V I--•!O L.E, �1---3�.�T lR*� I 1110 SCLC• I ion S � 1 ) (ra(fius - 1.D. of Slvvr — — with a ai►irimm►» of 3C, t LONGITUDINAL Edi St st ion __ SECTION rt--- D: F _ _ PLAN JUNCTION STRUCTURE DETAIL A ` rS/sof'l '70t .F-40w, 7) NO !!w- ALE D L I T NO TFs /2" /.0' 4' ' 24" /0' 6 I A emm,eft caffZ71►is rW* re the COM776 In grade t�rvees 36' /.5 8' O. N. per er foot. 48" /.5 /O'" Y. Where pipes of different dlbrneft°rs are fdned with a rme+vfe /O 60 " coffor, L and T she be Mose of Me larger pipe -D=Ot or DZ, � 60" /.75 //� altichever is greater. 66 3. For pipe brger than 66"a sMrla/e oft ai=tod'fs&"d, ' 4 For pipe size n-•7/isfed use next size brger. 5. 0/m1 reinforcing on pipes 24 and less in d m"*r and on ol/ pipes where angfe A is less Man /0" • 04GV/2� 6. Where reinforcing is regt*ed the dFcmefer of the circvlbr ties shall be Df(2 x wall thickness)f 8" L/2 ,: . , 4VO C--21V Caxv"efe 7. When DI is equal to or less thon'Dz, /i7h ihl,e and when ' ►' is its. of d. Pi m be carr ofed meta/ Pipe ay ug per, CO.'cbxrefr p,�, d rcnhJ�l-cod concrete pipe,°or asbestos cement pipe. 'i i t dtb S Not to be used for o size change on the mafnhne I t I*w orf'x/st I j COL/ *460,2" 6 3 �-4 Cirttnbr•Tins i A+. 0 W Pt��'PAftEo By FIELD BOOK REF. COUNTY OF SAN BERNARDINO TRACT NO. 9269 COfVCR `fes CO 'LEAK C��'T 11 L. O. A7^6; e7VG1MFZ77!/5' C 7. /AV. ROAD DEPARTMENT STORM DRAIN IMPROVEMENT PLANS ROAD NO �B7 �j/L/�' DFSIt31/ED DR►teN BY CMECKED h APPROVED 8Y 4%//rte' E- two 3CA•L� PG9CENT/�4 c��•F .�a��o �f WILSON A V E N l�E FILE NO . C714) .9,913-62x50 ! SWM1rTE0 11111T -a _CDE ASST COUNTY ENGR ROA[)5 DATE N . �PEI//.JG`'/> ST.PUCTU.QE' .DET.4/L ,�rC �t 23 R(c0�et+ENDED i APS++ vEt By `K �t9 a�f 76 SPELUt16 COPREC 100 -- --- L' 1/-30.76 ' t�•�e,.� MISC. f?tTA 1 LS d�vE�4ETT ✓FRUGF� iQCE Z. S6' !b MARK REVISIONS APPR AT ASS1 ROAD COMMtSS10MEn�IxlqD;TE COUNTY ENG/gfER DATE` SHEET 'ib o/ �0