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HomeMy WebLinkAbout1321-1�L A A Bt -1 e t,Edges to be rc-nded ' k to 3" Radius i' 'A• Rad1U5 - 1. P. or 5Dur ± �Q (All steel Reinf. 1 'e4 bars, 4' 0. C. NOTES H- HEIGHT H (in S" -A and Sec. B-8) shall be not le" than 4'-0", b t onlay be increciaed pprovided that t e value or M shall be itot less than the minimum specie nd that the ro- tivocc shall be used. For H (in Sec. C -c) see dote P. Q 1.-- LENGTH L. shall be .a feet unle a otherwise shown on plan. L may roe increased or locution of manhole shirted to meet pipe ends. T -T Shall be 8' for values of H up to and including 8 feet. T shall be td' for values of H over 6 feet. 1 -STEPS shall be -"'roundcyalvanize-d steei and anchoreo not less tti^n 6 inches rr� the walls of ,trJGtv,r, LHI, n 'Ahclw•nc shown, steps, al! be spaced 0;f: •,11r IT' o.c. a The lowest step shall be no! more !her: 2 Y'cet above the Icdge at side of r..InFlole floor. OvSge Std.Dwg 2-D9G 4 * 2- G = 3000 psi at 28 days . . G! -_-)- EINFOR"lN6 STEEL shall be per 2-D171, stroighf bars I2 clear from face of concret0. 4-STAT30NS of rnanholea shown, Dn. Plor, app! at center line of shaft. Elevations are ahown at sh if? center and reser to rhC. proton ccf invert grade Ifne. See {Vote. L -;or shi.t;na loc.j+on. '=LOOK of- rnaa-thole shodl be steel -troweled. 6 -RINGS, reducer clno pipe fos - r acceshart shall be eeafed in mortar and neatly pointe4 or wiped Inside Shag, PLAN (Shaft not shown) street gr de Manhole frame and cuter TPlan No 2-D 181 0 �1 14- 4 }�Galvanlzcci� a vim: _..+ ¢,' A Steel steps, l ►�, 16' or ( 7 " O.C. L u p o.+ Std Dwg. 2-D96 �o � t-= DETAIL — oc B 1 Light MANHOLE N0. 1 444 Pi seat.• a� 3'IrQdius .T 3 3_6„ �T� C 11 I �11�4 � I I N. -T. S. Round edges'1 �Z tII I 1r, �: `•: 4. 0":<. _ i.0 III of inlets 'o ♦ •2�' Round Edges; ":°•`^SCC, N0te,, ptions! bottom CIDSECTION B-5 ♦. o Q . I -- " -t •'- - ; :"! l e , e I c Y L . O. SEC(- ION A- A - — — — _ 5.1'/.57, GRaMVD BAcKF/L L 7-O 90% RELA7111,E 60",i,IC7'/0N W /O' .57RL/C7URAL 4. BAG'!!P"/LL L1M/TS EXcAYA7"/ON - 1� SUBD,C'A/N 2 " PIA, WEEPt, 0Le_57 2 "O/A. W,54PHOLES G O \77777.77^7, / / NO EXCAVATED MATERIAL FROM THE BOX CULVERT SHALL BE USED FOR BACKFILL FOR THE BOX CULVERT UNLESS APPROVED AS NON --EXPANSIVE BY THE SOILS ENGINEER AND HE CITY INSPECTOR AT TIME 0E+' CONSTRUCTION. ,__, >, HYD. . FOR STEEL SCHEDULE AND R:BC CW,[STRUCT ION DETAILS. - l ,S;FE S//EZ7 s-2 _ .� E�YCA VA T/o/V :ct) rincja snail be reinforced wish two Monhoie ;rant' andnd Cenci qI Manhole Fr me 1"r_und steel hoops; 6 inch and 8 inch rin s , cover. Std Plan ri ncover, Ian 2-0181 sh.-1oe reinforced with four ho 1; ops, tie 1- - t i - cam: - 181 1-2 Mortar r: wlf� No. 14 A S.& W. gauge wire 8 � Tj �_____ _.__ Omit.nder mote 31 ---- ..--_-- 'h_ncs ori centers- -- I2 vlortor - t titian 0099tb.e use �" 1, Ail }-{SeeRingSection :..e�-22'ringsor r Z�'w'4 G•`, nIV t'orJonfdetaile �:� eouivaleni 1 - t �•• i ' .-'.: : 'C �: li' o. 1 '' 1-' _.yj ��'. i ° I ` Std Concrete R•-3. F: ,Or It :1, Z4 - - - - ' `•# Z t1 e bar f- _ .: •'; °y: :. «: 3. 4 refs d. 24"�Diam. L- --f - _ Inside slam. - -i r,�° J •r , r # 2 of Is, 7 req'. i_ inches z;.. v 1'r'tn 11" _ J,._ 1 I I a - - - #4 wire hitlpPS ° "' • °' CROSS SECTION° 1 •at'o OF REINFORCED �, Eccentn C precast CONCRETE RING It I�' concrete cone is e r 4•'1 ; r - IleL 1 !; . I r16 !; : NOTES } 1 _ • 2 -ALL JOINTS shr,l) be, filled with 1-2 mor- �• •/ 36_'1 Dlam-- i9e ---36'/8 --- 3'la tar aria neatly pointed or wlPr11 on --- r" - of' sha ft. I e i u ° -Varicble length precast II 3-CJLLAR of 1 2 mortar around cover frame i 30 3peclnl M H. R.GP Q..' !� a COnGrg7� sec'. ions shall be omif+ed In rock and OII streets and in caved streets. i 4- ` a' sS- STEPS shall binch round dalvaniz . < Any �pndord p�Pe end I Q I Se 4 eci steel. pop step sha I I be planed directly VERTICAL SECTION 5"x Z' Pope Sent 'a beneath the manhole cover frame. OF PLAIN CONCRETE l" - _ L1/idth of all atep� sh«II be 15 inches be- ECCENTRIC MANHOLE SHAFT Iy" tween lec3 centers. Except where shown 1 - otherw"'! I E or 17 In�h�s �n center. spacing of steps .n enter 3ha.l FIe NOTE: USF Cl TY OP iC01VTQN,4 STD. /09 FOR L-FSee S tit uw9 �: - 0 96. 11/4N1 -/OLE ARAIVE AND (OVER • 6- ECCENTPIC MANHOLE shaFt,reducer, and rings may be plain ccncrete. VERTICAL SECTIO; Fo- unr-infor'ted Section the minimum OF (REINFORCED CONCRETE thickness sholl be zinc",ems The concrete ECC E t,I TIRI C k1ANHOLE SHAFT u -.ed shall t -e of sI •. .trength so as to develop 35oo ps.i •J ��reote` in 26 days. DETAIL CONCRETE RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT rulruc/ion joint � Q w,. V 1 s=s: STORM D -RAIN PLANS., 11i I 1 I i8„ 11L/7TER Z.5 (TYP.,) L = PER PLAN V= PER PLAN /IV5/OE' C.B. REFER TO C/TY OF FONTANA 5rP DE M I L /2/ TYPICAL CATCH BASIN LOCATION SASE L IN�� AVENUE NOTE: THE ATTACHED STRIPING AND SIGNAL MODIFICATION PLANS ARE PART OF THIS CONTRACT ' Consl ruc tion P L A N CONSTRUCTION NOTES 8k QUANTITIES .41 '.W //N e 2/ " • D Bort Any vondard °; I 2-H Bars I ,k F Bar. pipe join/. -- (D— -;- ::•:. Rodnd E ode s - ^ 1 �3 Bora Pr - 1 GENERALNOTES 2 /S. RC,o �► lr rl O.C. SEE ATTACf/ED ST2CET PLA/VS FOR GEIVE'RAL NOTES AND C/F/C�770rYs �– 24 RC/o ..�• --� wr l h 1-3-5 max concrete, ' SECTION P - P or Comport .•sal ,o re/olil+e IG . SrAT/Oit/bt/G /S A40/V6 CE/VTEQL//VE Olr STOR41 DQE/N 4 30 "RCP l► 144 1-6 17. ALL FX[VSED CDAVRC-'TE SURPACFS SIALL CONFORM /A/ 6RADF, COLOR AAID 5a--- 3�"RCP AAVf�ER PET�/L ONShIt�ET 2 whe,, inlet open;:,79 Fe//s more thnn• C inches below rhe sortif, and :r.•'ct PAPP sha;:' be /Dior on a .s1roo9hj // rIAI/SN TD ,ILL ADJOINING, CURBS AND S/DIED IAL9S . 0o1JBL.E /O',t' 8' P,BC PE R CAG?Q�NS -'2-7'P, PLAN 08/ grade as s,7`o>e•o' above. Eievaf-o.n R sha:'r` re i.howr, on rhe prciect 27L�/RR/GAT/DIV CUiPB CI�TEiPP Af Eit'/.5T//1/e. /tilPi4�d//E�t�JE/VT.S I�AiYI.9G�I� lJU.4'//VG CD�I/STiPL/CT/O�t/.5fiflL2 AND PEiP VETA/L ON Sy,EET 2 o -a wr"nes 0/-"''y o1 y e'� 4 '`vc' "s' �c, be P -or :>e'y •-or ce. /B /ILL Z1NDERGQ0U/VD 91014k SNQL L BSE COMPLETED PR/OQ 70 P41///16 OCS7 • (W -- •4 2 " /PCP 19 . NO CO/VCIZETE S//ALL- AE PLACED IJNr/L rf.1� , 0"S &ID aE/NFORCl/(!C STEEL AIAS BEEN PLACED, INSPECTED AND APPQOYED. g 77"RCI NOTES l ,xy ,-f Bore ¢ 1. Vo/ues {or Q, B and C are show. on fhe pro -eat 20 .7PE GUALLS AAA) A14C :S OIC' ALL. EXC4t1ATIONS GREATER 71 .4,1 F/VF (.5).� „ f `°i I _ - �'•� Y`y I J bore 1. -__ _i drCwIngs . f•/eVo'�ior R Ord %ciofion Sore FEET /iV DEPT14 SAWL ABS AFF,5C7"/t1,F4V GUQl1DED 8V 4 Sfi/OQ/NG ` ' ` q f2AC GKILt, LLUQIZY -rk& Itil5lV15, 0( 6 X I yam( '4.Z I2. • G• �it of .Spur /6"o. C. -:,: shown whir, retzc,'.1'-ed cer /Vote 6. 6YSrEM} SLOP/NG OF TyE GQOUiVO Oa OMER ECU 14L.Ei r Mf-AN,9. 'T Z. Slatrons opecifiej oar dr-awrn9i apply o/ the ontersechon of TQE/VeHEs LASS THAN FiVE(�) FEET INDEP r1-1 S114LI- ALSO B,6 &1A DED % MN NO, % PER OETA/L y,61PE0/V - /, aerieores o/' r�aon line ora /shoals,except , xt cept thaWHL-N 5VAM/N•4T/ON /SVD/GATES L/4Z4RV0aS O.IIOUND M0!/E41ENT' MAY #4 Bor1 /d ac.. '� h c 0 4 � - �• sta>iar;s %r cute., uusin connector- Orae qp/y dC i F Bons both rroya /o be t.I of in„)ode win// ol• ,slrt'c/ure . UA” eXPSC%ED , � � tc Ravndfo+gr� x usrd� men 3 Rein for s/re/ sha/; be per Z D /7/ , sfrarght 15'� to 9 rodu1 t •� Bons CO' o ar-e bars /jj c%vr from face of concrete unless i 1 ( 1,611SECTION G•G -thenal �0 lhorvn. 21 T7 -/E CONTRACTOQ(S� SF/ALL. AL50 OBTA/A/ A PEQ"lr 70 Pc oRIv EXcAvA71 20 614TClq �1451N� L 9,9 PER CITY 5T0. DE%/IIL. /2/ 1 © I �•r W bars ore of size and spacing specified for wall OR 2WAIC!/ Gf/OQ/! AS DESCRIBED /N NOTE 20 ABO!/,. �o�d ��.? to 2/ CATCH 5A.�/N, L = 5' s/ifs �� ,' apprex. radius of sfee/ on ,o/an, and shall be cut in Center P E/ev. s ' ! o I. D. o/'/alera/ with TABLE of openr.,q area ben/ info fop and bo/tom 22 ALL MQNNOI.,ES S'/1QL1_ BE AD✓//5'TZV TO F//1//.5 G�P•9D�. Of _ a morimum of .�5. June/lawn 5tt-uct,NY. l�cr- d/menSoonll `W Bors and bor sozev Omit ti bars artier; soifii of Our -s oZ 'or less 4 I be/ow Joff,l of morn. h.' -?e, and ornrt G bars / D, E, H, { C Bars FET. of oPeN I / 6RADEAP 6RA Yb•L / o I ' ENCL0.5eP /N F45A 9,6'h'/lIP TYPICAL BOX CULVERT EXT_-F'/UR I�Y�L2 OF ��I'/ST 9U O�PL/f'LE /2'x/2',4�CB �T 5�9N 5E`�/NE/ET/!�l/�I/I/DA � 8fI.5E L/NE !/!/�•. CRr_5;91/V1r7 A �I �I �I PREPR11_ L f/OLE.s FOo� THE OD1fYELS �I Consl ruc tion P L A N ,join!. - h-eir or e'.r r y / Ing constr A&IM .41 '.W //N e 2/ " III I I 411,4VN,5L 1 I I (TYR) 0/N ,y/ fN, /V Ilez1v 11 J EX/5T. ,yOGE 0-6 (TYP_) � IU IIIA 1 F N � � D I ° (fir • . I ' EPDXY OSP CD/YC. � I �G,POZ 7-ING X I L -f1 YER ' D�TA /L. r"NOT Aco�PLEr�o A TH/C/lNE.55 Q=Off- �iS�quAo6- o4X- /i'UPG 712'X/2'rPCB CROSS --SECTIONAL ELEVATION, INSIDE 8 OUTSIDE LAYERS SECTION A d A Ut I A "X" PLUG DETAILS OF 42" DIA-, EXISTING HOLE- LOCATION: WEST END WALL OF QUADRUPLE 12' x 12' RCB AT SAN SEVAINE /ETIWANDA CHANNEL CROSSING N.T.S. ' 1 ' 1 Consl ruc tion P L A N ,join!. - h-eir or e'.r r y / Ing constr A&IM .41 '.W .9 ora e 2/ " • D Bort Any vondard °; I 2-H Bars I ,k F Bar. pipe join/. -- 4. .o C. -;- ::•:. Rodnd E ode s - ^ 1 �3 Bora Pr - 1 /B"6. C. tQ• Ia r%6v R � E Boo s ' -� . "r1� A. 60 9 O.C. 4' 4. -Unalifturbed earth A. ' '• - ' - BocAl ii /l under slruc lure !' i. i e: a '�.4- ..�• --� wr l h 1-3-5 max concrete, ' SECTION P - P or Comport .•sal ,o re/olil+e 96 14 denairy requd DK, specnc�a>io�s.Q NOTE: 8 T (inchry oncMa/ o lk� V I 2'7 /? 4 4. Junction structure sha// be poured monolithically23.lMMC-PIAT[-LY ,d b It /3 4 /B 4y 2/ 24 S 27 S ' 3o 6 33 64 36 Sir 99 7 42 74 to ' v `o c0 4,5 4B B 5/ B AR)OROV�p ,8)/ 77- E aTY 45NG/N�EQ SNLILL BE//VSTAL•L-ED 70 DEIVOT,5Q 7 94 60 9 63 /o 66 to 69 / oh 72 76 /l 84 /I 90 /14 v °o O to h 96 14 /02 /.44 /4th /C _//4 /6 P1 12 I 12 /7 / 32 / 7,V., / 144 1-6 when inve•-f of spur is /Z "or less obore f/nor Olemain !ins 2'7 C,4 TCy BA.y/N, 4. Junction structure sha// be poured monolithically23.lMMC-PIAT[-LY FOLLOW/NG QEMOVJL OP erur/NG P.4k1.eWE1vT, -1-41111111p- — 'CA72 with maio lone storm darn, manhole or C01V1W,4CT0Q S/•IALL D/L/GENTL V PUQSCJE 771AT PORT/ON OF" WORZ 70 7 24 VILAR6E EAlsr. 1—=,5 /11,6A5//(/ TO A iIWOP05Z'.O /_ -12 tronsition . 5 Flow- or slruc lure -shall be sloe/ - troweled to 60"Pl-�T/ON. GATCN ,BAS//V /he ,7Pf-1n_9 /r r -r- . 6 f� =.rooO psi al ,B days 'or- 2�1, /P GQOU/VD WA 7 -,Ea /S 5V00L/IVTEQEO DUQ/N0 CONSTQUcrroN 4 SYS7E- 411 7. Embedrr,ent, �? shry// be 5' for d = -946 lest and d' for 5 over 96;' AR)OROV�p ,8)/ 77- E aTY 45NG/N�EQ SNLILL BE//VSTAL•L-ED 70 DEIVOT,5Q @--,1ZJA1CT10A1ER STRUCTURE No. 2 PER DE7, /L EDN Lt, 6. When E/evofion R ar)d E/evo4ior) S are nod shown &11DAQEL� AT 774,6a E 112EC7701 / o,C iHS ESO& 4NG/NE or7 •i,he project drCW/,?Cs in/ef orenirtg sha// {a/i C inches be,'ow the soffit, ono'inlet pipe 517all ber 2S -A10 7R' ENCN C3AGA,'/LL 59,41L TQAIe P4,4C,5 W1717/OU7 0Q/04 /4PPQ011,4L lo., -d on o siroight grade •From main h*ne to catch OF lNE CIT}//S /N.SPE I -OR- �•� DOL/,BLE /0/`)(I lo'iQ9C PER CALTR�4N5 5TD, P4AN 09/ basin or to9rode b,-eCA- in i�/lef line. E/evotron s shall he c� fhe pro"jec; drowinc/s 2� 4LL EXPOSED /l/IETAL SUaGWC :S .5A,14LL BEGAL!0NIZE'D //V/4CLD/IDA1VCE AAVf�ER PET�/L ONShIt�ET 2 whe,, inlet open;:,79 Fe//s more thnn• C inches below rhe sortif, and :r.•'ct PAPP sha;:' be /Dior on a .s1roo9hj tVIN THE C/TYSTANDARD SPEC//-/C�1TlO/VS . 3/ 0o1JBL.E /O',t' 8' P,BC PE R CAG?Q�NS -'2-7'P, PLAN 08/ grade as s,7`o>e•o' above. Eievaf-o.n R sha:'r` re i.howr, on rhe prciect 27L�/RR/GAT/DIV CUiPB CI�TEiPP Af Eit'/.5T//1/e. /tilPi4�d//E�t�JE/VT.S I�AiYI.9G�I� lJU.4'//VG CD�I/STiPL/CT/O�t/.5fiflL2 AND PEiP VETA/L ON Sy,EET 2 o -a wr"nes 0/-"''y o1 y e'� 4 '`vc' "s' �c, be P -or :>e'y •-or ce. B� iPE'7U�il/EO TD D!?/G//1/f/4 QeW,12/T/O/V 47 TfiE CO/t"71-f %CTOR6�, Eil'PE/V.�E' P.P/O�Q TO //(/A� fiCCEOT�fNCE O>/�iaiQ�//E/1�lE�t/T CD�(/STiPUCT/ON. (W -- )?RC 7,47-4AI-51 .SECT/01V PER /24= 7-,4,1,1 D/V SH�'�7- �7 Backfill may be omrlled If fIr-ucturt 4 laid on undisturbdd eor/h to dlarr" drain wall. DETAIL -- .JUNCTION STRUCTURE NO, 3 ALL I. ALL PREDRILLED HOLES SHALL BE SAND BLASTED. 2. PRESSURE GROUT WITH EPDXY OR CONCRETE MIXTURE WITH MINIMUM OF Vc = 5,000 psi FOR FILLING THE PREDRILLED HOLES. 3. USE CONCRETE STRENGTH OF f' c ; 5,000 psi FOR PLUGGING THE HOLE. 4, fy = 40 ksl 5. DISTANCES NOTED ARE FROM CENTER TO CENTER. 6. ALL CONCRETE SURFACES SHALL BE ROUGHENED AND PREWATERED BEFORE PLACEMENT OF CONCRETE. 7. USE ACI 318-89 AND ACI 318-89R FOR ALL SPECIFICATIONS, RECORD DRAWING The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground 1 facilities can be readily seen and verified by the parlips that intend to use same. Underground Service Alert o Call: TOLL FREE 1 �800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 36" HIGH PRESSURE GAS MAINS SOUTHERN CALIFORNIA GAS COWFA NY TRANSMISSION DEPARTMENT 48 HOURS PRIOR TO EXCAVAI'ION I CALL UNDER - MOUND SERVICE ALERT (USA) TOLL FREE It -800-422-4133 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION` PIPELINE EMERGENCY PHONE 714-529-2889 OR 714-529-7070 7:30 a.m. to 4: 00 P.m. AFTER HOURS 213-689-2641 (95)—00vVC,q,6:7_,E COLGA.4 PE,4 pETA/L Off✓ SHEET 2 PLUG E/110 50L. /,0 (11VC4. PLUGGED DBL . !IBC 'a z9257A/L 0/y F114!S ET'• 5/ o/c- 4 62 LF /97 LF 5- 4.F G i I -F 27 LF 67.E LF 321 L.F 3 EA, l EA, 2 EA. 4 EA. 0 LF 622 LF 7 EA, I tA. / 700 SF IIIOTF 7YE- ,cOLLOWIA14 071Z/TY COR,0,41V/FS SIVALL BE N071PIC-D 48,4/OLQs f),R/OR TO &6/1/i(//it/6 A10R11. -%A/ 6ABR/EL VALL.47V 00N/C184L WArF4 D/STA/Cr, Po_ Box /299: AZISQ, CQUF. 9/702 -%9 -?7/B (810/ PACIr-/C TCLEPPO/VE ITCO h/FLL/PIR /v QVF.I Ro. CVC1141110AICA, CALIF ,9/370 SO. CAL/F. CED/SO/V CO, -?0.,BOX 788, .300 N PEPP.EQ Sr Q/ALTO, CALM 92376 NOTA": 6_19N57t�UCT/ON SHALL /3,t5 ACC0RD//V6rr TO THE r -,/7Y OF =--A1r4NA 574tifl gRO C�E7�I/L.5 ,4NZ2 TO TPt5- DSA/L 5 S1-1041 I ,5H/4LL 5E C01I/.577?6/G`7j�F0 //V GI//7f1 •�8�.�Co D�,S/f,�'y/S,�S AS °S/•1OWN O/V 5k :,57 - CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE ELEVATION 1301.63 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES _ OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. E SS E�4(�-APo� DATE G •�f? ,OAT, - . ' .� ADDED "RECORD D�'fllyi/YG 'DATA" t , � t (hoc 6 I6-92 ? Z��'yz Q-1 _QADDS L G'ONST NOTES Q4� l 10 -28 90 : fi , �' 1 ) . l l s� CoN57RUC71_0N Q/JAiVT/T/ES RE1//550 //-20-87 A5 Sy��T S �, QDoEO PP, SSD /v 21_4T3 . 7,7-97 1,,IKl 0 :,.,. �.!... CITY OF FONTANA, CALIFORNIA ®dD DfD tell /1-ZtwND L/NE ,Sl/PPOlIT NOTE,Wr.. S kw REVISIONS - APPlp/FD BY C/1' E=NG//VEEQ /%7 9``PUBLIC WORKS DEPARTMENT2 S�/Ts2 aEv/SIOIV A 2-3.86 QCT DRAWN BY STORM DRAIN PLANS SCALE A s r'sd •REv/S/oN 1 2 Id -2-96 '�W DESIGNED 8 AS SHOWN SLIT S3 QEY/S/O/t/ / ,S- ,?0-86 A/& 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 ��. D E T A I L S 5NT5J ,�E!//5E0 CONST. /1/OTES; NUM$E',QED /TEM5 9-/� -8( /�/i1/ CIVIL ENGINEERING LAND PLANNING 0 LAND SURVEYING DATE: 5HT53 �Ev/5Eo G,QAOES To F/T- NEW.5r,,eEE7' PLAN G,QAoES q-/( B% ,(�yl/ CHECKED BY / k /,-�A45E -- PREPARED UNDER THE SUPERVISION OF: J.T, J, A5� ._L�/�/E' 'Er�G✓E FEB 1986 _111r_54 ,�El�/SED CD/V5 T /1/D , /VU /PS 9 /% B( ,I l�V , 5e..5/ /FE!//sEd 0611,9N71'71.6757�-8? .ply JOB N0. 1d.-�- ,�7 / z - 5- DR. N0. SHT. N0. _ � �. �- � /2•�z ��s 331VrD2D APPROVED O �''�-�L�✓„/rt-�' ', S ; r €" 0 EZ/M CdLTQQ/(!S LIEF. y�CHAQl,, R�'d/.SED Q(fU/vT/T/E.S 4,S SHOfUN 2 .5)C- 87 X/N ROBERT C. IMSANDE, R. C . E. 25609 DATE CITY. ENGINEER R.C.E. 18932 13 2 I 4 wtw on 4=1 le 4