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_ v .y 11 F( 3 I I f 1 i i i I e I i I. is (GUNTY (0) SAN BERlqARlDRlq3 R A D IDEIPARTMENT Tm Tm RI LAIqS R \u \u/ N T u ALTA LOMA A a END CONSTRUCTION END CONSTRUCTION STA . 52+ 57. 61 STA . 52+ 58.11 a North Line c Section 23,-�— m INDEX OF SHEETS W _ W w SHEET NO. I - TITLE SHEET N cn 2 SHEET NO. 2 - TYPICAL SECTIONS 8 DETAILS W } w {z SHEET NO. 3 - 13 - PLAN 81 PROFILE W 0 > 0 l Z z Q SHEET NO. 14 - DRAINAGE DETAILS r W W z W a N SHEET NO. 15 - SUMMARY SHEET . q W W SHEET NO. 16 - WATER SYSTEM DETAILS O z F r W = Z H W W S so FIRE PROTECTION SYSTEM ENGINEERS ^ O APPROVED 8Y � /�', a► :� 7-G J Q 5J - Q to Z F N � �_ .� � � _ �� ►. IEF ALTA LOMA 4FIRE DIST DATE p W { <_ ' COm z _ BEGIN CONSTRUCTION > m _ STA. 13+ 19 .91cc o � l N _ z HILLSIDE (SAD W c1VIL. ENGINEER R.C.E. 7344 DATE9�g W CUCAMONGA COUNTY WATER DISTRICT N APPROVED BY ' - SHEET N0. 12m SHEET N0. 13 MANAGER DATE BEGIN CONSTRUCTION �� STA. 13+00. 00 V� 4P �O 0 z Sri COUNTY OF SAN BER 5 BEGIN colvsTRucT1oN NARdINO r STA. 0+00.00 W . 's3 W d N WILSON AVENUE APPROVED 8Y �� s 0 COUNTY ENGINEER R.C.E. 8495 DA E INOEX MAP SCALE I°= 500 AS ' B r LT ['y .............. N0 CGPI;ECTIC?NS 7H►S SHEET SHEEV�tGT Nof I - I6 67- 12 JG' 6=0" 20' I 8" Stec/ Tro vel Fii7ish 44, Oc Ot . 4• � `V Q' 4' • F.bw L/nc " , 1 / NbJuro/ G nd /uofury G nd / rrw mac/ ; . . . . . . . C10-65 6 C817erefr i' I � �-. • Q.JC' O.IdEY'EL oo/NE Q/�' ..�' 2 :— b •—_�F/ow Lind � z-� SECTION C-C No�u�! Graur/d :1 At7Airo/ Ground Const. 0.20' Thick A. C fbvcmcnt, Tyoc 6" L�(; co/z5/ P.C.0 Curb o' Guffcr ,ocr SrH. //5 Expansion Joint . - Corr--W. 'CC. Curb { Guhtr per 51b! CROSS GUTTER DETAIL NA" TYPICAL SECTION - ARCHIBALD AVENUE STA. 13+63.11 TO STA. 52 t 57. 61 E 3� -33 eel eel -41 �c F'C /llco 3" 4" e-4" tibfurv/ Ground h 1 Nbfuro/ Gwlcmd Flow Linc o . an• aao' ems' co ` .t /46furv/ Ground A'. : . j. V Const 0.20' Thick A.C. Rwcment, oar O.ss'T/7ic& C/o5a 2 Ag. Bost I C/o5s 19' C-O/7CrctC Cons/. P. CC Curb { Guttcr per ltd //5 I N n TYPICAL SECTION - HILLSIDE ROAD . CURB & GUTTER DETAIL!D" STA. 13+ 19.91 TO STA . 24+ 75.00 /u3--T • p � CROSS GUTTER DETAIL B W / rvu /�krh/rr� 6 nd N ! G nd o ra to rtac./ 1985 Fire. Top of Oil�C Fii7. Top of-0,fch — 1 L;i O.'J4.' /dLEYEL QOOL/NE Q/d" 0.1G' t cam. Groote No / .�. Nbtur�v/ G nd taro Ground 1 a .•. Co n t =,4 Th !3 vCmcn0.35' T i h k c r fc By rr x 99 9'v 1980 0 +'' 4Con--)-t. PC.C Curb { Guffcr r S •l / 0 + a 5 I♦00 Const. PCC Curb ! au)Atr Xcci- PROFILE "; t vEQr. i=4 C. TYPICAL SECTION - HAVEN AVENUE G STA . 5+4 6. 4 6 TO STA. 5 2+65.61 Y X - d Z , ' b f B STA.. 4 07 + `� CO — -------- -- \ . _ . 18 TO STA. 5 46.46 Qf ✓ T e B" O k .0 PYm f orf c A . yP N Th 25`x• � � -a: � SECTION X-X TRANSITION SEE PLAN AND 0 i. PROFILE SHEET 7 . f1 � M-Jf. Gro! ... r� P.C.C. Curb { Guttcr ^, � \ AC PLn�•f. , Tyoe $" 5 Q� -1131,14 voriob/e lioriob/e P — / Y ri ea ' / o o6/c AMC2'G /�• ,�• �i .ss• 3iopc / / Naturr�/ Grand NbturvJ Ground PLAN6" SIDE DRAIN DETAI L SECTION z-z C T B s / fi i SCALE / O �dwoaa� fbst F SECTION Y- Y A,btu z,� G/t�und :;. ., (343) panf�.d whiff with Const PCC Curb { ltibfurvJ Ground Const. 0.2o'T/iick A.C. R�vcrnc/r ,j,,��, Corzsf 0.eo' 77-,iC'k A.0 FbVcm f T B, .3•�"wh�if• ccn�rmount/e•,</erfor ,oer [aetoi/ "O" . cn , ya ovcr o.3s'T/iick C/os5 2 5vac oyrr 0..35'Thick Clos5 e Ag. east exceof of /6f 5o i/i=U C Feb! Cor73f. PCC Curb ! /i�r � //5 ConSf: P. CC. Curb t Gu/ r per • use 5� Nb. .906 in/icu of //' R/`v •� pomol Shown. ,4 TYPICAL SECTION - HAVEN AVENUE STA. 0+35.00 TO STA. 4 +0718 i N _ 0"35 �. i SIE �/v. ib Ifo.! /O Ybriob/c Grzadc /. 9 3 0; { No 5. to N turt7/ Grund � J ti O. 2 V s' m'ck .C. m 'B' , A ✓c cn c tT � YP i li SECTION E-E _ - €� FLIT ,/VETE• Ccrf Or {'/! �b,�e's spiv// b� cr7�f va , U nccc- svey rb kcco /ooc5 wi#71n fhc k1 9 'Y E'.•Y....e�<!`,pnw, .i Ilk a_ �G. I.., : r: .� :EET� ,, ;r. { �4 o f ni3h 541,� 0 ce F 4 ASSOCIATE,D,� ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS �" 0. � HO 2285 , 316 EAST E STREET ROAD DEPARTMENT T Y P I �NSECTIONSROAD N0. PLAN " CA f 0.25•ThiCL� A.0 F�bvement, Type e" ONTARIO,CALI F., 91761 Designed By AIYIw AoVEo 8YD A.C. DOWNDRAIN DETAIL _ I 714-986-5818 Drown B ALVIN SECTION F F w s DETA ! LS FILE NO. Checked By kill SST. D COM NER-ENGR. DATE ASSESSMENT DISTRICT NO-P-66-5 3- Rscommended8y �•Is.e� A I6 R.C.E 7344 DATE ARK] REVISIONS APPR DATE uNr.' ENGINEER - LTTE LTA LO M A DISTRICT SHEET of __ 67- 12 - -- .-.,-'-_.. ..- __... _ _ .... --..,iii... i,.... .. .. - ..,. .. - -- - .. .. .. .-.. ,._-_ .M -;:':' r a•."..:. ...._.. .. .,.. _. ;.. n. i' , '�T_..--TT "T - �� �;,,I (,;�, ,��,, ,�,, , �, -�,-•-.-,, r1,�'Tr'T .{,�,•�,,,�liftr�ttrl tt�r�tt�;` rr+��rr�t ittt{t�t"i fi��r�i�rr ttrr{�tr?r3{►i�i�►' rf�t{tt?i 1tt�it,� �f��11#Tt{1�1r�rt'��I '{�`t ( I : i . ; t I I WILSONAVENUE � M -.�.:. I V . Q C, 39• �3' _ _ _ I o . n oa I fi0�' I o �: t • ; I - y. � �• d3*CSO �/ N Cr.W7.r ROAD HILLSIDE HILLSIDE / i -o�9• � � \ �� Exi3't: B".Stec/ W� ,tin T. -- ._ _ _ .� •C _..._ . _ TI7 ju +C: (9-Y � •• c �/ocote eor/h dwy. erlfroncC T. C - y _..-TM T 6 •A b. y +' A • A - - sb th�� 000/ox. /ociafron. �grt�o(e �� �-._.,_. �-�.� T.C G3 62 �a �-. __:_r..._.. TC,- �-3�-a, -- }A ,4k�-� . 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I �: M I I I p e 0 T c�r h I k t o of I I . I � � • i � - i • N � NU i N : + / -S _ - , � 9 O N � E" i Fj 5f/ U .� �T I S GLS , n p bF � o o E UJ2 T C- e' , I F �2 I N TOP E. C'U B :n 0 " F//V. S'U�F �E s T _ V O �X/S U�PF CE 4 _. :_ �P t/ 4 A r�1 _ G`�2A E 9.709. - ' _ Q - T. 5 A ,�1T -� G ADE O B7 _ '�h N ' .Q l9 .I I I i I i 8 r G�2Al�Ef//.00� I I ! II EAST OF l9 v N G,2A�f r0.48�' V m i I I °� v I { - 3 1 _ �' m a y < z , 0i � m f950 Nu u . ; � V - fi 2b50 t U (� X/ST. 5U Ff10E A EAST OF 0o f T- , I . . , I . ; i _ : , , N . f , tt I U a- , 1 -1 < , : f I G C� 1 I i- : ; 1 ' E i 0 Q I . : . , : I , ; i . Q - iV - fI 1 i { 1 I - -_ 1 i i i , . : .. .-. i U l I _ _. V I - _ , j _. m I , 1 0 U { . _ : , ; { I i I __ . , m : F f T C _ : - _ - E 5 ,e A E I Xi u r - ,4 - _ _ - - _ . _ . _ 1 N E �� i U P o u � i 7a l C N r4 ' 1 : I -: 0 _ - - _ _ - - : i h , 1 . O 1 i , I I GP i I : 1 1 -: _- _ - _ - BENCH MARKI i , _ _. _ _ t I ,Q P ,�E /rV E PTU5 I I I , . 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RO COMMIS ERENGf; DATE ASSESSMENT DISTRICT N0. f- -6v` TY.�/C.9G %feV7'/0/V ,--Ole COM/"!U/V/TY T/P.9/G _ .- _ _—__._ .____ ._-. _ - __. /y/TH 00' Pf/.et!Wi4Y �E.P .P.9r✓CrsiO C(/C. �S'TO. /✓O /ODLs 7�Q4 Recommended By DATE - "- --l-"'U ALTA LOM A DISTRICT SHED _! __ __ .✓xs ARK REVISIONS APPR DATE NTY ENGINEER— -- ---,✓T.¢ 2/BOJ �7 J�7� i��✓7 a R.C. T34+ DATE 67- 12 . t - _ . W"WEn IN Rrr em Nit•rv,fr We,"MO!N IIL.--- _— - __ .-....—,� -- - —' -- . I - 194 s 1 i i I 1 i ; : . a m t : ; : ; _ _ i , , , , , • ; . , f : - - _ , - mm I S �1 i , , : , , i 0 I � N , , o , , ; „ , _ _ _ _ _ . , r ! , : , { . t I i I ; - . .. , 1 I I , i a ; , : : . - - I : - , - `_ { . 4 . . ! - , i , : , I , : o I , i �. I I , , , , 4 , I Q i ! 9 i tt^^ V , i , - 1 i _ - < _ - __ _ _ - - _ _ _ _. _ .. - .- - .. -- -.. - ._ .. .. ...- . I.. a ,, i i. + < : - _ i , , 1 o C Q 7Z7 Q� WE U , t . 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TO rNE ,-� o,= cu e,.3 L/A1 L,rSS o W ISS u oTLcp. i 4i tj 1� ; k � o.4 Ik - �� ` M �� 'r 14 Ail �ii N 11 yl h +,14 jW N 6 STO-CrT TieEEs .4tYE S'UB..IECT TO IAISPFGr/o1.! .HND AGCE,--rAPva� QY T /TY N �� I[\ C �O `� Ft� Q� Q` ♦! v k 4 I W P `V= fnl�,/NEED - R Q ��. Q '�� a� Q ti to Curb �2cft//-n Obfv „ : 14 ti � n Z Z 2 e �� n V � ® d�o�RAf7 g d= E3-,�=%�" 89�2s Ig I W a uW�W Q I 'nVol f' I�Q \ ' !� .e=28-88" 3�.oo' ti. ti n Zo ' I o Q � '41 (� � MIS , ` W Q , pi ��% PB>t �5h �O h b L �.T' s� .�-4' '1 dk �> i S�KE�Tul4N COnHoI� Nor SPACi5 A�INU 51tE QTY 1 C C b OV j � M Q � VILA NAUfIE = a '* , �'o n 5a k- V 1 T>• '�- s4. s 1 f 4 % �/i� I�N�E ce�w� A 4 N , ® d; � ! q � p% A I �'�q N b glw/DE�p Nb/4F "N11TrMZ" 3 ?p'O•C 24" O�Q �� 5 N pOH ` ©a i�� Ny.PTIe /iIS�P✓v /¢ 5 W p kj �5� Rv O * lkv 5 ti n Nt(lIZ® !—x N Y�ji C . :a : W �+ / �i 4 N V % I 5 1� (v • I'%) W 5 fe4 ` ll4 - _____ .. L:-� N Oo1� 10 U GUAVE DATA SGA6C'UL.E Zo s __ _ s 1;, n u , a .2�W d .eAD1U5 TAnIQEti1T GB.U�j T!1 n l 0 1� r b' 1 F' t�It• —5TiPFE7 77Ef6 5ttAtZ A5eW57,V 1L PER I rM-Wr 5 him :'• .p• • ii5 g`4 °� I tr0W,OXY?j"Snk,'rfEk 1D ml5t 6VLOUr6V/YhgL • `', A YAo so 90°4b' 4z" 77.o0' 27.37' -4z--;s' Conct. PCC. Curb � Guller r .std. //5 �i?' IC�a 0 / m N / pC STA. 23--69.97 M/LL3/DE= 01 a X p foe eU,PCE'vr"5reff�"TKE�LOG/}71GW5• SrREt'rMff N K,� m fV �n1r. MESACIA ST,?S6r l0 114 lob 1D 9� ,/� Iti6t CLOUT 11/ QCFE,v5 r0 PQEVIOUSLY/1°Pk6Ve,0 5TPE�T :" s, 8e•13' r$" 27.00' t4.64' 42.04' --." a 20 _ 21 HIL -S i E 22 390.48' _ 023 _ 24 ROAD ,25 275.00' _ as 2s �` i P� TPEEsPEc1rES/!��/ iH'/GWS,wft/Cfiii0EUO/D o1VTM5 _A_I_12 O,o Gam•���rA/_ N ` to /11 N 111 to ® . ' - NI N i AJ 8 9•s 4,00 r`W i° n4 1 fob 09 51 111 11 - i. PeaTE�T IAJ P4Am �os� G'mer @ F�O� 0� z e 6h`EA`01t/LY 5 1' "` 4) ti - = 17 - .><, 4 110 ( t COAIST.eUCTlO/V luGTE A W Pc.c. w t G-�,�� - i �.., �3 QQ ESTIMATE OF QUANTITIES 10 m s v� P -. - -- _ _ - - - -- - -- - ---- - -— - — -- -- - - - - - - - --- aw r 1. >< x r Y } r .. -. - :. x IW . = 12o.etl , /ee.45IC' /H � j ,os.rL I ,s;.8r, : ii3 a & / REMOVE EXISTING CURB & GUTTER. 6/ Ze TDO CpA/sT2uGT CBs/DEAJ77AG RA. PE.e ,ec. srv. 0 0 Ip3 � ' I % LD / 117 I 04 ,•:;•-, 51 --' iN . 112 IIS FIx CONSTRUCT PCC DRIVE APPROACH PER STD. -- _ L.F.L F DWcr. AJ.0. /O/ W ir ,voTEO ev./ PLA,v. 5 F.A. JDI ?BMGVE .a•c. ODKInJ peA/�././,t1G f'JCVEM6.VT `►h� Q NI . 1. , I i O ►p3 1 Q u/ 5o fe4 -, ,� �i Q I/1 Io4 306 ,(W=45 ). 7 S.F. ?o _-- 9 CA. `i ���iva, 30-- CONSTRUCT CURB OUTLET DRAIN PER STD. AAI#Z .rt move ertsr. cues /4urrEe /AJ v2iV,E APr0eA_-r,/,OREgS 1 30, L- O �' J 1Dl 0 -1 p ♦ fit' t I N. 11 ! �o h . �' °` } y NAvEAI. Joinl 506, (W=6), EA. E,rrsr. cveB/g�1rrE,r ,,/ A/oreV AR£As. ' vs�114 11 1!u ' 4& '� �` ( 5h ti; '- 111iv A Irk " ~ E��sT a zB��utf1E --J- ?� 1Q3 GCNSTeLJLT 4 w.aLec PE,e C.c, rTv. /03 ►.'700 Sor Q b O r Jl N a> 3 o C ry �; til , h �' 101 9 Z /� Z b SF CONSTRI �T OMMUNITY TRAIL PER STD. e p . I 5 v 4; a 20 Curb ,PcfuPn Oo1`o Iy W , 1002, L L.F. An 04 �� �, vE cT / Ess �rrrE� E� �rzc. sr�. io2 9 -�A n b 4� I �` V 4 e n, & S CONSTRUCT STEP-THROUGH PER STD 1007. 3 EA. 11 10 e--move 8 ! �r LF r d , � -. A i N , � 4 Z' 19' ,s ,Z': 90 34 42 d> IQ 0 Goal s T,euar Geo SS �/Tf Ee SP/7ND.eEG PE,e 1,55 0 3,1^ 1. �) Q �, / ; 1: ^ �' ! h �" 35.001 = ,P1��8' Q �—INSTA!L 5900E STREET LIGHT (By OtheFs} _� EA. ZI iDG , 103 Zo Zo 1 l0 1� ji IOZ I y 'h d In • p: P.G STl2 /06;4'X's 3 IAZ `® i' C IOD I, N IOZ I V a 302 W so' \ N 'Ss 3E 1 °L,I04-C�' � - l� = 1b 101 I,s/STitGG Bay L STPEET t IIT ��ylj��Y b �✓L' 3 EA- 1 3 3. 9 10 Q to N. . - , o, * •1, cooeolVA7 a { �/D ape y a FI od e r 4 /N7AA -1 - IOD ZD ,' K 35.3 G =Td a E © 7 CD /t/5 U T . G'C. / .4 ROACH/°tit 5777 /280 5.� HI. .4H V Ol T�Q C pR to i08 54wGt1T d CEMO,/6 F1•G- PA VEME�JT. L.S. COMMUo/ir v rR///L 1MP,2d✓E,44`,-_ vrS N V A ?f v 3Z' s a' 1 z' d05(5�E SIV 1`O /Y/ l o �E,P RANCHO CUC• .9 7:;9 /OO 2 I 44 � �/�MOl�E E,�'1STYiVG CURS /JNO 6UTTFiP 64 Lf• 1d Idj /A/STALL R--I PE¢ CSiL TA!•ANS spEc/F/GA7'lcuJt, EA. D t0 T eLl G 7 /O Z 4 Co11 Ito /A/sfALL /�1TE. s-cer/ON A4. r,v_1 S ,�� -� � 1p9 51' -a•4' � SO-- CU/VSTRUCT S7�'-Tf,'R000N/'�/P STO. /007 4 Eld. Q � OBQ GAG T,eiOAlS. ` aro 3 6Q --/NSTaLL 5&00-/ STREET L/ON7 / EQ. SPEG✓F/GATiOA.1S. �- L!f, FJ T�<t G T /e% (p ----T ao' Q ®--00N,67R- /C'T Cf�iV,V11N/TY 7R4/L P£�P 5717. POOL. iL -1v,D/"tsr s�_ef�r/�, � i l4___I,_MAIS f1 A / � /002 � nn ITR 11" �S�-�;afs 0 ��,I,r 1_ Ey4 it, - i K Fo/L 1Y�5,*,o4 6J - INnoOUE�'� vM Al IV CoA/sr• s' s/o,1Wa,' PEz ,e,6. srD /03 .7oa sF f-- '//_ n- l INSTA LL S rR�r 1JAMjF S�7IoV PE,e .STD• *'1.G 4"Af 4d2 1 FA. �� �•'�.. � A �Q t�tUE/U �•o/�IMUV/T�/ TiCA�/L IN�OUEwe -.- t ' 9 10' r P I :w4x. ��-jj y I CSL ZZ 4'Mi .5%N//,/ ✓EE /C1• �O .J!/ELLT JET / /FPLC pL/} j �lUE7. /ZO0Q5TSucT 3K A.G. 6\19M ' , 0 1° � H 4.;°. r A Q3 ,! REVISIONS BY DERBISH, GUERRA B ASSOCIATES, INC. 11`} 4• A4re�yA-�>F s�►sE IT L sgo S.F IlZ 63 V p Q ��L" y- KV t` Fy r'e e >«,y� ,�. ti euear v 115 P-BMovE C-105T 3PA009EL �.�- .ter.;-Y 6, Ze s.f. - V V �_' ' � �, 11 4,tr.tGtea� !, ded o ' m v ! ,. � r ` "::..... ..... A \ 5j,to d� AX '.61It tog . ReLocarE F.te NYvnrA,clr %Gr;i7;-t I I i;5 1 �;':S SHEET 1 } Z2. � ST /MADA1 10 is9C'.t/f9 ��� .9.% I +� '1' �3,ml I ADDEb No& 'LOOT-��I ` -t - ' a ,1 to AQL _ c �. _ _ _ _ . . 'j I PM , -E,c/CE PE•P �i4NCN0 C!/G•• .STa. �o r o , ASSOCIATED ENGINEERS � BERNARDINO W. O. NO. — — ►I qtr • FIELD BOOK REF IMPROVEMENT P _AN S ti j4•,�sr I lTr — — , _ COUNTY OF S/ �� LJ— � I �'f �� ;.,'. 316 EAST "E" STREET © �`�' s'�'"'� oz3� - ROAD DEPARTMENT HO 2285 1 -� I . of , a h s:tiir y jz o - 2 //�� �,� �X,Sr(� - R/vt` i_$'t, � .' #�,, HILLSIDE ROAD ROAD N0. !__� owG/ NT ONTARIO, CALL F., 91761 -- _ ._.. - 1R F : , © Mov_-O .0-A•-¢' O.P.9/N,9- s r'r ,f ,1 �� Designed By A. O ec) BY 418950 41m' .1'01 714-986- 5818 7 /V f' Drawn B ®A_ y�T c-CRC-�flT fQR/0Mjcle39B-. __._ I�Ei �'�rj'� FIDE N0. �EUtSIo r5-f U20 HA^oP -twv fAMOS,��Kr.•Lt.,_E-,An� Checked By &AIV AI "T. R COMMI R fNGR. DATE HALL � Pbt2tWAb Fa P. TF _ Iot44p.41, o zFc+alar, w ,.e Recommended By ASSESSMENT DISTRICT NO . P-66- Lu/Cd_RBrUiCNJ NQS/OE _¢_HAvLN• _ „v . _. . © COWNITY TRAIL IMPROVEMENTS - HILLSIDE .ROAD 3-mss !!''33 ALTA LOMA A I STR I T - - - -- - - AArS, R.C.E 7344 DATE ARK REV►SIGNS 7344 APPR DATE JNTY NGI FF-R I- L D C SHEET I3 16 67- 12 - I- ' t • 0 acrd �5$ar x � 3•=0" Add 2- 4 BarS I \\ �G� 7y-12C i4' CafCh Basin;G per Sfd. 20c. I Com_... '• �•. 3o",e.c. I i F.L. m ouflef I LA Nj CA -,E 11`20 o DETAIL no 0 ADDITIONAL REINFORCEMENT � 0 h 0 N AROUND PIPE l � m SCALE- 1"- 2' OO V ote SOUfh 3idccrn �_ a � u Nz, o � � t4l 'K .\ fes` `{� -\ � l l.0 •� •\ /� `i 10 6. U V C O Q v n a I ;q.. canCrctc Fi//cf 40 ,N 0 Oori /VOTE Cbnfrvcfar may of hia opfion Pour fi//ef mono/i�hicb//y r ' r-9.75 a SECTION A-A I Ir--' �� b�� !n 4� SCALE I"= 2' `� r— � I � 12 - A R C H I B A L D 13 i I �� /i 14 AVENUE 15 _ APCH/BAL_O _ I AYEn/u� 1 f Q /^Ori cmovc Exi3f COfch 60.310 A•Q A, , lu IN I A010 oto.-rf. �` ) so- - 5' LoT41a \ e 6. 00 DETAIL till jl STORM DRAIN CLEANOUT E �i0 0\ SCALE 1U82 1 = 2' A�� r , fi , I °�I i� F 0 �a0 I � I h ,SII . W CSO J J � S L I L T BY...... . ' C}INlS 'NC' CORRr " HEET w. ._ j 7 ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0. NO. • 316 EAST "E" STREET ROAD DEPARTMENT ARCH IBA LD AV Ho 2285 ONTARIO 91761 E N U E ROAD N0. ONTARIO, CALIF, Designed By ALV�M �D BY DRAINAGE DETAILS FILE N0. 127150 714-986-5818 Drawn By ALVIM J jChecked 8y ST. D C, .IONERENGR. DATE ASSESSMENT DISTRICT NO. P-66-5 � Recommended 9y _ > ALTA LOM A DISTRICT r!ARK REVISIONS APPR DATE UNTY'ENGINEER DATE SHEET _14 4 of 6_ R.C.E. 7344 DATE — 67- I2 j . 1� �7 PIPE DATA "Du EARTHWORK LIN. FEET INVERT DATA Details r DESCRIPTION LOCATIONLoad Excov. Bo 30 it 24" INLET OUTLET on I ckfill Station Distance Elev. Station Distance Elev. Cu.Yd. Cu.Yd. R.C.P. R.C.P. Rt. or Lt. Rt. or Lt. Sheet No. z4"" �'C P Nicest side o{ Ar-chi ba/d Ave. Nor fh o{ f/i//sio'c �. /350 30 /4,127.94 Lt /864.57 /3t 979 L f /8G/. 0.9 /4 I 04SCF' Eost s/dc o{.9zh16o/d 4vc. , N01-1h 0, Hi//.�idc AIDd. /350 30 /4,1z7-.3/ i2t. /864.53_ /.3*9�3f Rf. l8G'l.05 _ 14 30" �2C.P, lvcsf side o{ Ar-chibo/d Ave. , NOrfh o{ Ali//Sidc ,20'. /350 26 /3,167.94 Z/ /850.23 /3,145.4 Lf _ _ /657.38 /4 30"QC..P. Eosf sidc o{Arc1716o/d Avc. IVOrffi (D{ Hi//side )2d. /350 4z /3,167.3/ /859./9 /3x 29,0 Rf. /85 i I i u t: 1; �i f, is It, 1 i { 3 r f F- MINOR STRUCTURES A. C. PAVING CLASS B CONCRETE DESCRIPTION Type L CA ION T e V x Y MI SC. AREAS Station Rt. or Lt. Description Cu. Yd. Li n. Ft. Location Sq. Ft. COfCh Bos/n /4,142. 9-4 L t A 3.60. 1 30' Cur-6 f Guffcr - Sfd. //5 c"�,5/2 Arch/,bo/d 41/(fnuc 207 Curb f Guffcr - z�Oe/Oi/ 'O" 7GO f1///sidc -toad zG4 Catch Eosin /3t dz. J4 Lf A 5.3b' �' Cross Guffcrs .49.3 Loco/ acoression 17.4 COtCh Bos/n /4t 4z 3/ ,2f. A 3.82' 30' Orivcways 55. 7 . Thrusf B/oc� 0.3 Catch &a--5//-7 3/ )2f. A 5.38' 30' Curb CU of{ Nry//5 Z.O Storm DM/n C/eon out /3* 27. C ,2f 4.50' 4.00' 1 i� NOTE= Each minor sfrucfure is COmo%IC in 10/00c inc/ud�i_9 m01-7120/c f90172c and CDYfl- 1 A BU1 T i NO ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. o. W. IMPROVEMENT PLANS HO 2285 316 EAST "E" STREET ROAD DEPARTMENT Roan NO. ONTARIO, CALIF. 91761 Designed By ALVIN EjSTA BY SUMMARY SHEET I 714-986- 5818 Drown 8 ALVIN FILE NO. Chocked B �trno WC �NE R ENG R. DATES ASSESSMENT DISTRICT N0. P- 66- ' Zr�d Recommended By . ' vR C.E. 7 344 DARK REVISIONS APPR DATE 1F¢E—ER ATE ALTA LOM A DISTRICT FsHEET 67-12 i NY0�2ANT (J�gMES JONES No. 378-B� 0A2 EQ UAL . i 6•_a» 3Oy m COUF'L//VG PAVEMENT 8"VALVE SOX (8,000K5 Ng- /-,27-) 0,2 EQUAL . ' V ST " " EEL/O CO/VC. � P/PE G i 0,2 EQUAL C 0 WELD JO//VT W,4TE,e "WIA11'5: 6 G TE � v A AL E 6 STEEL P/FSE WELD /NS/OE. ANO OUTS/OE TYPICAL FIRE HYDRANT INSTALLATION f_'4VEME-IV T v4L VE .Box 65,200K5 Nom. 2"ANGLE Y-4L1/E O� EQUAL. (✓,9ME5 JONES .J-38O OQ EQUAL. .t 4"' 7Z7 G" G20UT "GAL V N/PPL E ' �LENG Ty liA,p/E5� i 6" W.4TE,2 AVIA//V 0"GAL V. COUPL//VG BUMPEO HERO -- - A S U f L T BY........... ` .............. NO COt;RFCll0N(; TP S � . :7 TYPICAL BLOW - OFF INSTALLATION ..:. wo.•_ . ASSOCIATED ENGINEERS FIELD BOvKREF. COUNTY OF SAN BERNARDINO IMPROVEMENT FLANS W. o. rvo. 316 EAST "E" STREET ROAD DEPARTMENT HO 2285 ONTARIO, CALIF.• 91761 Designed By ARVIN __ A OVED BY WATER SYSTEM DETAILS ROAD N0. 714-986- 5919 Drawn B, Aw�N FILE No. Checked By Acffa_ SSI, R C0M ONER-ENGR. DATE ASSESSMENT DISTRICT N 0. P-66-5 Recommended By RC.E 7344 DATE ARK REVISIONS APPR DATE I COUNIT-TEN (NEER DAZE ALTA LO M A DI STR I CT SHEET of 67-12