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HomeMy WebLinkAbout192 W.O. No. 1401339 IMPROVEMENT PLANS HERMOSA AVENUE ASSESSMENT OISTR ICT P- 45-4 a\ �wca� c<O Submitted for Approval by Go _,e KING, SCI-101_L A KING r v C,o�tSl1LTINC3 ENGINEERS 'r Xr McSHTct_ca�a Cn � t=_ �b oc R.le*_. 12140 10A,z O� CHECKED DAJE <'•ac APP QV D B (- 7-it-GG ,C h SAN -ERN[\FtO�Np CnUNTY ENGINEER DATE yrJ/ 1IIpl(,(, ��C ob RECOMM P, NO BY c l- e/ cL c� ?-11-C n 4Z7 �QIC�� ASSISTA ROAo COMM1SS1gNrcR GATE S H E E T N C) . I OF 5 g l-1 E E T S V Uco X 31 0 + Oho xo °'� e` 04- r I i Cx JK� vv c' ev L10 C +0',d 3 r d i? G � `�� �oc>cr :=•: :... r..r _ X�8 0 C L t d' U I C T S41, gt C7 D cd a �� C / vtlet WL O O Ci I ' U I O V ` 0-4• ,'(2 Co D N•�G' GEMERAL NOTES-. Q - t� N CACI P �' ; 510 13 C,N. £ f N i_ Bench Mork: U.S.G.S. K 5` 14'.53 Brass Cop at 9oukhwes} I I 0 91 L i}h W CgrneC of Wil-bQn and I•la.rmosa Ave. Eke - 1-151.354 I ' S' v� / Con-Struct Pavement ttxr Typical Sectic)n Sheet 2 nstruct PC.C. Curb At Gu}tar Spike- in power Pole. 1�-1031 E IS feet right of W S}a}iqn 12}2q Elav• - 1014'.!.5(0 '^ Steel G" I.D. Water Line N.I.C. _ N ':)pikeV' 45 fe-et rig! %} of atican 34 r00.gE1dev.2v00�8calyP}u-s tree 'o -- -- d Z. All intecferin u4 ilities will be removed b the_ utili} O V/ H E R M O S A t _- NSta. 13+70-- N L y Existin Povement t '_" I am 14 61ind Flange N.I.C. 15 16 Z� 17 A`Vs . °' 18 (� companies prioc to cUnstruct;on _ y v 9 } -- _ - - t - - A -6. Any ob�truc}tor\-. within the. exon-Dt-ruc}ign area and Vd be. LO in - X-1�AAy Center Section 23 Norfh C relocated will be. moveci by the proparty owner--, pr'Ic�r tc) — --- ---- - �� IN Fd, I" LP L.S. 2386 N J Con•Stcuc}ion unle-s•s p}herwiSQ Indicated 4n khe�G lan-S or 0 ExiS}ir\cr Curb Gutter r t bs sp If�cc►tlo s. Any obstructions remc�lrincl }ime- _ _;-- -- _ -- - - - - - ----- — - of CUn9�ruG� lOf1 �holl be- removed os Por} c clearin and > _ _ o drubbing. Only }hose i}em} intQrferin9 with Con-Strl)C-iCJn shcltl I ul t be. removed; all Uthe.rs -Shall rernair�_ LU J I a w CcNnstruct P.C.C. Curb A Gutter 4. All pipalinee oc substructures of any kin4 nat Shgwn on thea n plonIs within the. limit-S of thus QaSes�.es�n} district or in all r.� U ad jacen� ore-a-5- whe.ce improvement work is to be done s1hall be L G rn O removed cSe eelocote� ass required at no cc�s� to the cc" CAc}cin. J I (L `<, Qac oG �!°� 4 3 I : I 4 L. � a a 5. Awater main is to be inSt•alled in Hermosa A\Ienue by others durinq 4F . O PL a, H O P ,`� V I 1 -1 4- N 0. O }he --erm of Phis c -,n}root. Reference is made tc) fhe. Special C. xC, F • \o I Uti I �... �..� # Prc�viSigns cl re ordin9 s matte -r- 0 mattr_ O •� t.. Q} •..• • .• s• :... a .e F Q�r' 0 ,c0 D � �• �- �� fl r I. c �+ � G. N.I.C.- Not In Contract. These items are to be installed by 0 1. �o � � � �� C � water contractor and are not o part of this contract. < J N u� ,Cc < ,� U ' in U 0 y vJ �` `>c O ` Q +t B C 0 Go c �' aF G�:�' oa°rG0 �' W to 0 a�u C9< C U d! d vtv Io4 I 20' PLAN S C AL E �+ 0 10 11 12 13 3 14 1 18 E Top of Wast Curb `?�� PROFILE SCALE 1-}4F2. I" = 4U' AtortR Lina Sact•lon 'LD ol° VER. l = 8` PRd�+teo Pwo7�CT 0. 4/o r.,i. f` y a HILLSIbE � N v � r wLsonl 1940 w _ - z _ 1980 W _ - 0 Exi-5}inq Ground a>r We-5� � � � _ Q Exi�tincj Ground O� Wei? C�-- Nt6MLAN0 AVE. 0 � 3�•Jo Iq ST. A.T. 3.F ct"r. r_, c i + IR Ir ; a N + Ir .l ♦ = S.P.. .3 Q r } d U 1940 - - ALTA LOMp, ._ � � � 1980 ,� I Tap of Eag}Curb 0 o n o vsa s na ,r a l R Z j f 9rovnd Q 0 Id Z V r Exi-.i'in9 �vemen� �L�olo > Fz If Cv > i Q F i L \ j \ FOOTWILL �LvO- �c>� d EAi-si•r%ck Ground ok a r S£CT101�1 CUCAMONGA - - TYPt CAL Q /� /� Aa C41A�JNi.!~. TRA.NS1TIoN 1 E FC_D_ Q E - L.OGATION MAP ( /4L! EageMe-n i7V 1 If Double ` 3 U Box Culver} Exi-s�in9 Ground n+ Evs} Oe i- EKisA-in9 Ground nk tnft� 412 WExf i-s}inch Channel + 0 l� 1 to = ♦+ �- oo Channe 1 30 P t �� 3 C> y6 j CHANNEL EXCAVATION 0 CJ T d 200 C.Y. (ESTIMATED N � Channel CHANNEL. PROFILE �- 0 EXC. (C.Y)' 3/2 /60 263 255 34/ , NERMOSA AVENUE AS5E5SMEWT DISTRICT P -(-,5-4 SHEET I O� 5 SUB. cc Y) 51 75 • 22 00 iv Dwc, No. 112. IA W.O. IVo. H01339 IMPROVEMENT PLANS HERMOSA AVENUE ASSESSMENT DISTRICT P— &5-4, e� Submitted for Approval by 33' 33' KING, SCHOL.L #, KING CUN�LILTING E."C.+w1¢=v2S MoI.+TCL o.�cr CALIt o .z / 6S 3 s' lo' 12• 12' lo' 4' w L-. Da., 9—r K1`L'1g0 �,� �j ^; APPRt�E BY CNECKEO DATE K 11 1AI 1` � p' 0' �. — 1.5 l or Plotter SANSPk,d BERNAROIA,U Caun,TY ENGINEER DATE Ilo(66 � IL.vG{ Linc -- -- Ira•t'S1opG RrcooAmewoc F3Y 7-11-fore ASSISTL+,wtT ah/lMIS51o1.1ER DATE 1.5 t or. f Iatte-r - a` �e SHEET NO. 2. OF 5 SHEETS R-v COnStruct P.C.C. &" Curb Construct VIV A.C. Povemen+ 16" Gutter Con-mtruet P.C.C. 8 Curb on 4" clogs 3 A99�e9Q�- 8os 0, IC" Gutter (s�� Sp�ci lca��ons) TYPICAL SECTION _ .• i :.. •. ..... ,..• "�Angle 9^ O NE.RMOS A AVENUE : 3 • In-st-all IS lin.ft. of 24"C.M.P (149o) 4tA Yp 4 0 Upstream Flaw line = 198G.p f�#I�o1 980Co E ¢ O - 0^'• 3 Dawnstreom Flaw line= Ia180.0 3 1LI �` x N 3 In-stoll so lin.ft. of %4 C.M.P t%kcp) Conztruct Gravity Headwoll each end O ova a Upstream Flowline = 2022.2 C ` ? 7 + Y y + Down=stream Flnwlinn 2Q1T.1. �s Grade to drain at tnlct and outlet '�, Construct Grovlty Heodwoll each end LLA Construct• P.C.C. Curb u+-ter Con tuc.♦ Povement per ,4pic01 Sectican N Grade to drain of Inlet and out let c9 _ Steel G" I.D. Woter Line N.I.C. ^ Steel 8' I.D. Water Line N.I.C. _ 4. O 0 19 3� 20 HERMUSA 2�2 23 _ 24 - 25 26 AVE . 27 a 28P LC) c N /Vote M '0 J 0 ,�^ -c N 6. N 3�. N tR c �•d. i0 3 4/ -- - — — - - - - - - - ----- — — — _ s 3 N - — -- -- - - � d f V I Sta. 25 +70 ro" Outlet West �4� 0 cr Stci. 19+72 G" Outlet West Con-Ill- P.C.C. Curb 4, Gu+ter 9„ 9^ Q w With G.V. t F. H. N.1.C. & Wi+h G.V. Fr F. H. N.I.C. o• `� 0,• t ej ` + 7 * •,� �•.. • V.. �S Int oTE : �% �� ;••> �t; + GOrlkrnc+Or mo-s+ 9crc vicie 0 � w _ 8 ce, O Cldc1t+ionol lenc�+h o Pipe Foca ar k0adueall 0 + a_s -,e�ssa rcy --o Compensaerr + `� 4'or slow o� headwall . Pipe m Q �o ce o� he-adwc l . Ty PtcAt, LAy ovT �;. ' A PIPE CUL-V�fLT S r7 N a 20 2 C.2 Z� 24 2 `„ = 40, PROFILE SCALE NOR VER. 1" = 8' �c�°fie a J N 00 0 '� f ± P � J I t It 3 N " To of We.-,I Curb - N 01 � } A 244Q W AN N0 p� + Q N /I N 4- r11 il��-ir,q Ground a4 �1e3� � j P N t elo + N d p pC N �.e• ExiS}'inq Ground ok we-,.t� -1 d, � r 0 'S A•�" A' ; d10 D r r Nir , 0 111 0+7° t!G ; o v P SAro A � 1980W � _ � : N _ - d + � _ 20do � r r r N N dt Pave-man+ 1 U +� F .r 0 �' •r : N 01 91 d tr ^ G P r v + N r J p V pO e(v Exi��inCl Gmurtcl GA Q N cJ 100 �.c E.xt��incij Ground nk n v 0 L�� O f I + c } 0` 10 r r Owl' tt >n 1980 _ _ . - N - 2Qa E _ Q �� 0 j N N - _ _ J _ Ip p d P Top of Fa Curb I' + a n Q it a li N n r-xt-J*tnq Ground ak E,as� ; ; Uoow o Ext•5}inch Gr-our►d ok rI � o 8 ® r EXC (c.Y) /,55 149. 485 790 868 . 788 703 . 479 279 437 H E R M O S A AVENUE ASSESSMENT D l S T R t C T P - �5—4 S 4-1 E E T 2 OF 5 t EMB. C.Y� 7/ /35 /5 4.3 7/ 25 4 0 W. 0. No. 1401339 IMPRpVEMENT PLANS WERMOSA AVENUE ASSESSMENTDiSTRICT P- (.5- 4 �.� Submitted for Approval by CIO Wit-JG, SCROLL 0- KING a CUtVSLJLTttVc3 ENGit,4wwFlZ w Mc�1vTGLALR, C.At-tt: v '3 L. ED tIA 121) 2,C)C, OATC ' F 'I• n,��,o APP �j CHECKED DATE ` Curb Curve Data �� Q• '� l � X pX OU SAN BfiRNARO1Np COUNTY ENG:NE6R DATE �Yl� �I�o�` �= 38"2l' 44 a � c� �[ R = (01.00 a 40.95* 4.p ¢ `' Q RECOMMreKOEC �Y 1o ,� P 7-II-6G = �O C A951STA11T ROAC OMMlSS1QNCR DATE c�Q.40 SHE ET NO. 3 OF S gHEETS c � Q< Q`` cJ COQ11O x..,? -1110 02 IV, / b : (✓ tic I' s 1 •.... ,..: �... : mow,, e;,�,;, o in 40 o4 -� Curb c�rva Datcti �,, �9 Ty _ Sc y� »0 3 �� SF\ I + 25 C."55' IM, Co' � p, @ N �� 4rad� e S y R: 4.5.00' 5ta. 31}70Outlet West 2c^ei� A ' oq,0.—fi ''�ir� �e�dka/ + Ho ` \�� L= 2C�I.19 With G.V. E F.H. N.I.C. OS�o 20/s q 40' _ 40 �j / d tic FI M ,v � SX �9 Cc�n,truct' Pavamant pe-r Tgpic- �c'c'%cmn Sheet 2 15�easemec%4 10, �`kw Ui a- = \ 5tee I 5" I.D. Woter Line N.I.C. ,L�j c.`` o Axa .1,pr Q. N -- �` gra Z• 0 �v �I i- - - - — Lo qt �g -m � \^��\ \ 30 H E R M OSA 32 � 33 4 34 � S`r' 35 AVE_ � � � Ln r � N \ \c� � � lt1 \ to \\ Z� Wa�-ar 1..��n� an Sur�aca O -- - / Chir back 81-o�rlurs ,4^ 10'1 �u�,�{ 10'1 1 Ccanfttruct P.C.C. Curb GL.,tt&r• L �J 40' G �v..mar.4 4O'\. I 50' EcL�cmen� Dept. of Wai-e-r .k00 3 Pcawc3c m ��d p Jo I t .Ae dr �»• i s + �° �_ 3 0 ,, .. �0 jun '•.: � ••..% t. :... to d v 'q S r 3 fn � +_ � �• s /o-�' �r) ti rtr r, zo e� 1' x � ( 7 Curb Curve Data '+ &:35' 2-1' 4.4 �.�. 4�Q 90 I. / e / zo' L„r b r • ��'d `�^ C 9' h; e e 0 �� nd PLAN SCALE D D •i �"� A � � O�Q 4p'Gurb �y ® a fl In v^ pI2 C CV = 40 y � OIC• �, � r� 28 29 30 31 3 2 33 i ; 34 35 3� r 37 38 39 m PROFILE SCALE � � in 14 OR. 1"= 40' ToQnf Wag+ Curb LA 0 � c � r` df(s m OO tel'' C fll 2070 W to Q Exp-stinal Gr•avnd o� Wesf _ - e _ , - et J O 0 0 P vo `OU 151. Y.c• 2040 W Ci� � )� . o� ::;Orb _ W orb � weme.nf 4 Z a Exi��inq Ground Q� � � 0 •fit vOd1m ® � � o N � 't � J � r � � � _ Q _ ; alo 2010 t6 13 � 4 m m o Z040 tL J r 2 _ W Ex*IS�incj Ground n� Ea�� >} b O70 E cToga of Ec�st Cu r b [ m c' 2040 E TOTALS EXC. (c.Y) Z4 348 302 237 67 /94 /,6gB 9,824 C. NERMOSA AVEIJUE ASSESSMENT DISTRICT P- (05- 4 SHEET 30F5 EMB. (c.Y) 32 35 37 49• 5a6 1,390 /,055 487 35 4,204 C.Y. 0. �� o� lop— W.0-No. H01339 IMPROVEMENT PLANS HERMOSA AVENUE / B 2 ASSESSMENT DISTRICT P— (&5-4 Submitted for Approval by Zo, R/M/ l;ne 3.S (0 3.5 g' KING) 95CNO1_L �', KING ry COtuSULT1t4G ENGINEERS a MgNTCL.A+ R, CALiF ip �� I L SALE Ki R.E . 12-190 DATE x j =� I CI-IECKEO DATE TE �} j. _ I (o CInSS'B"COnC. I �L;cQ' Sec+loc� Side View SAN BERNARt�iNU COUNTf ENGINEER DATE V�` 1 vact PL A NI I O C AG \ RECG)M MFNOEO gY I II X,0�411 �a A.C. DIKE DETAIL �\ ASS+STAI.iT RA AO OMMiSSl0lelt=R DATE Scale 1"= 1' c= A' q I I = 00 SHEET No . 4 OF 5 SHEETS `t I cxpc\nslon jc=pin4- cvIr cnd o,r r��vnn , ' •' � I � and a� moo' in-��t-va.ls B 2 4" � N �— DRIVEWAY APPROACH Curb line la Gutter line 8.. 4'-l." � ►• �, . � 12 Class•B' Concrete •► yk PLAN 2- s ' Scale A 1(2.1-0 � 4.5, .:.. 4 : I' ale ;�.4 AAN A TYPICL PLA �5 8• 'Ct' ELEVATION SECTION A- r Curb Scala 1"= 2' d elevation � =,y I ►�.;s� Curb � Gutter 11 � Curb line 1 +' 's. 2- #S La GRAVITY HEADWALL /2 Radi�S i roR 24" C.M.1? y2 R '�y2"e 2"clr. I SECTION B-B 4 "'' 2" • . • I O 0� Headwall shall ba. constructed parollll to roadway v All exposed edges shall have K chamfer. �: �: �I"e .. �,. ``� '/2" expansion � �' ►. . a A •^ )omIV filler ��, , LO � �.,min. Y i . G1 N w+ndwa 11 41 SECTION EXPANSION JOINT — a0 Scale I"= t' Scale I"= 5' I N o I I z �5 CURB AMC) GUTTER I 1 _%Iw- 4 . L: PLAN ,� H8. N ELEVATION SECTION A— A E LEv. Scnla 1�'L" I'-O" Scale 112"= 1'-O" 1• �c,:qn�v. DOWNSTR E AM NE ADWALL N ''i•``'�p I"Galy. Steel Pipe FoR 46" C.M.P - STA.. 34+q0 All ex po-ped corners Shall be. chamfered 3/4- ej 3/Ie: Weld 2- S Z:Cap LLUTTUL Full Thread � � 2" Ga 1 v. Steel Pipe •- 0 : I"xir� 9CAd L f i _a ?\ 11(2 x 'l%M7 Flat Ba r CdGn r'Z' 11n V �f MIMI- 9 O' 9 / 0 *4�a l8"c.trs• PLAN 2- 5 Class 'b, _ I I I scale 1fz"=l'-O" Concrete I ( ! I I I I !' Class 'B' Concrete I I o ( SERVICE ROAD ( _ , ( LOCKING SYSTEM p` 2- S I I I ' �► CONTROL G I ' ! t '/z'x 3/8" Flot Bar a ATF ( ' ��� N = Looks furn+slled by o446nrs I P) O' 4 V- Diameter Diameter I I 0 I (.- 4 v"eco 5" �s3(8" GALV. Bo LT N w1r+clwc111 2" d.S.P WELD (T\(P1cA\L) r I I S/1l: GALV. `STEEL w VIPD. *4 Cm IS" o.c. 2'12" G.S.P I I I I 2-meg ( I :1; 4" I{ 4 @ 1 B c. r I I 2 5 9 cj I ' I III I I � 3/8 �atv. BOLTS I—I � L. I III II I a 3/I9 GALV.STEEL PLANE I I I A e" WELD TO TOP A BOTTOM -3/14;wELo PLAN ELEVATION SECTION A— N Scale +/2"=1'-0•• s�t� y2" t•-o•' '5c-'ate- S l'-O" U PST R E AM I—I E ADWALL Fo1e 46" C.M.P — g-rA.34+ai0 All exposed corne.r� shall be. chamfered IA ELEVATION kit AVENUE ASSESSMENT DISTRICT P —(o5-4 SWEET 4. OF S DWG No. 19 0�5 WO. No. H01339 IMPROVEMENT Pt-At.4S s,4.' HERMOSA AVENUE Grout s ' AssEssmEN'TDISTRIC.-T P- 4-5-4. I Dia. Socket �fl Construct 8" Grouted Stone Splash ApronSubmitted for Approval by I �t1as5 ' ' Ccancrete� Welded r KING , SC14C)LL A KING 0 a ; s COAJSUI_TINGEhIGII-IEF-Ft f3e'o f3% Q s :� V tVIONTCLAIFZCALI1=. B" _ Oeto1l •_N zi �6S {: 2"I.D. Pipe No roil pre �. a L DALE KING R. E. 121°10 DATE Q I I I I ex calif. Standard z2ipecllflcations a" if1 L Sec 83-1.02 A V APPRov¢o', `�Y,r, �� C ` CNE CK EO DATE dill. 'UwY�,•a 7-11-6 6 gAIJBERNAROINO COUNTY ENGINEER OATS 8.. DETA1l_ t3" i' .-rJ i' II A' --11/4 RECUMMEh1OED t3Y PIPE hIANDRAII— I III ' ) ; \-Top of"ea-Awall ;l _ 7-II-Coc Z-*S tap and bo}tOt'ri A•bSI�TANT ROAD L7MMtS•31�►.1ER OATS \ of head w a 11 SI-I SEC TlOt�l C 'C I FFY No. 5 OF 5 'JHEETS I D ETAt L A 47 NE.RMos,e. Ave. PIPE WANDRAIL 9�w %,j' bars SUMMARY OF QUANTITIES — M1N01? ST2UGTU12ES 01 0 Nn Scale rt _1E 5 ' LOCAT10N cowiure STEEL MIgC. IRON >� S'TE`EL CUBIC YAWS POUNDS See Handrail Detail • e" 4@ ler I Qj STA 13333.53 60• 9;200 r -1 2 4 ( ) 3=[�'� 3'-U" 3=0STA 15+58. 6 * U 52 S.Y. of rex6-AVC 1*Ided e M Fnbrlc CJ 0 4p 18' 4d 9Yi STA. Iy+23 4 - E 4 c �j'Iz L A N 3_" Rcdius (typical) d- NO SCALE STA. 25+170 4 1-0 LLb -DIt r- Each end tT c 3 STA, 13S*Sd 5 ?40 IM GhaL"'Cer 3 S•rIa.34+90 g zea tt 44.40 ( 5 a Ot'��jb RO 9'1� 24' GMP TOTA L 04 9,660 `Z*-4 WE 44.85 4.80 KNOWALLS C U 4Z"BO cr tT FoR 30" C.M.R -Sz"A33�30 3 3 co zN da z G � #1a 4@ 10' ' p I e" 4'c' P Tit" o Ir ' . 1 A a0 r- @ I a' c0 00 I , S e" 4=6" GMP .^ / Lj J V" 9%i C, J ► . .. N _ r w _ I G � HALF LONGITUDINAL SECTION X —X HALF SECT 10N X-X I hto SeeLE 3 r 8 #4•v"A-each 0 PLAN VI>E� O a1 Niro Scat E V' I wlnctwca t I N pE.TA1L - EAST TROVGN ,^ �i J % eac l5" Z-#5 n• � LO .0 tleach win wolf V >n� I 0 -*4o) 10"ctrl I 2- 5 �5 .a N emp L=l1'-0" '� 1 - #4 -C-. a 30� 4Catla D Top o�Fl� !' —�� ii 0 Top of 1�olual_ IT j Etc--V. 5U.(00 A W � J r m v 92_ c.' - 11 ' ELE VAT10N SECTION A-A OL NO SGA%.E NO SCA%-& X fn ° _ a o X Ldo 91ktop of top Slab F F c^ Z .7v' �O 2 I Batter bottom of bottom slob N W J O `J� � 41%,Cm Q�~ Cut Steel washQr �r w + W H o4-0 °' • - — +- 3' Rad i u Z 40 &CO`c O�GJ O`o w(8thehex nu Batt a i2 gn. Ge lv. Me}c.t 0 (,tYPical) Q--- _Q 4 ��rc � � Beam Gt.ard Ruil wi}h o 0'x8' S4S x 1'-2" I2 terminal section of .� I O 4(%'> both ends C C4 p IB" A, ! c!^ i v ti H C, Q.F. BlockCO C � 3-�1Handrail Sockets Install Pipe >aondro (> �c�tSee Detail kbove-) Per Detail B" o- 2 4 top 6%b" Ro h K 5'-O" r:•� .of heodwal►s 0 __�, 5, „ u I G 5ct 03 9112 bottom of tc -*tab ; Ins•-aft Pipe- IAonciray( D.F. Po5 top of bot tom stab Pyr De:A-e:A%s:, P. _ E le-v. 41.25 1 1Top of I•Idwl. 40 Top of tadwl. W--&— .9 EDI ). 4oi.-15 _ _. _ GUARD RAIL DETAIL Curb Face WOOD POST I v 0� t.y "Scale 112'= t' -0, m ' 0 20 PL N Co �,� �o. Col N I 8 `,� N Bo x vi ap o ( I Cu Ive rf Ci No Scale O Iri �`I- Ri /; b'-o" we.5 t Trough bmoo+ r + + + + w vaI'.a c� EO S l"rovg 3% O" `lz fo m In + 1/4" : 12 #4gpacar5 @ l8" `- 5 'b bars P 9'/2' Ssi �� tx"� '�� �, I 1 -o we Trough 5 "a.' bars 0 9'/2' (t Yp1ca1) �t4 'c" bots 0j'j2' -I I� O 6� �O C9 nem t,: d t• t��b vcr, 1'-o'to 3=o asfi Trouoj u .6 T 9.33 Nti• ti u •I•' If - 3• =dco ( 145 • I (J� p e _ ^ 1� I I/2: I Max. ,, Curb Face a ,9 STEL TA6LE ('-(v' 4,'* 46I'- (o•' - — — DgL. G'x3' BOX 1�10TE S/4'fille} (typical) • Cox� - a/6 welded i wre fabs-►c � ,} "� � G, +1•trouc�hov� wo�ltS t, •�'loor- 3' - O" DESIGN S = O s ZBnr' s Keyed Spacers p 18" + I x �Q. Con-struci�ocl O Dro►noge Areo X04 Acrts +n }ointS Optional Con->trucIon 'oin}Y, Loaclinq H 2O- S 1 4o - 44 j �� 3--��° — SECTION g_B b Size: B�.r s l'-c." 3 4d I'-(e" N Desi n Sire sseg f� - 1200 •si f.,.= 20000 psi = 10 #w6(typlcal) � 9 P n a p v hod �--r Len �1+ "b," 1 S" Slept a ver 1ev. Soo i�: z N �e ya:Iz O. S.zc: Bc.r — — ,c� Class "P+ Concr��-� G C ^'—T- • • i T 'd tlz C" Ins*all Pipe liandncil C d D,sf To Slob-zoi4 r10 y Bars + o Slab �o+.N. (• �•' - �' (o (o' -U' Per Va6:%k'g' 4z a r? 7 Bars S cin 8 Spnura N....n r j0 _ C Y. �.�.��. o.„ *5 'a' bar-, (al 9'12" *4 "c" bar-, (AP 9lt.. / . w sX ,o. ���^ag 'Ix O 2e;n{.• lbz l.n.fl. 121 #5 'b; bar-- O(�. 9'l2 /) Z 7 ��/ Q Q d De Ins-Emkk Pipe gnndrait TYPtCAI SECTION = DOUBLE X 3' BOX CULVERT � 9�� �r 6o`c��� HERMOS/-� AVENUE ASSESSMENT DISTRICT P- 105-4 1 Scale `/2' = l' - �" 9•. 9h�J SHEET 5 OF 5 . 192 5 9S