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HomeMy WebLinkAbout1580-D BENCHMARK NO. 145-B ELEV. 1485.847 AT THE WEST END OF DAY CANYON CHANNEL BRIDGE #54-39 DATED 1947, STA. NO.30SBD 9. 72 AND 17 FEET NORTH OF CENTERLINE AT HIGHLAND AVENUE . FOOTHILL FWY. BANYAN ST. PROJECT (FUTURE) > > � -_ ,: F _ AN- c,-- P-hoq - c CAR-40- K VINTAGE DR. �l% HIGHLAND AVE wCOU TY OF SAN BERNARDINO , CALIFORNIA SAN BERNARDINO FWY. V0 w z � w UjN z Y a: Uj J V 1} S ,.I A ' A D R',, 111,_ R IN P VICINITY MAP INDEX TO DRAWINGS N T S 8 3 5RAC SHEET NO. CONTENTS DESCRIPTION NON 1 TITLE SHEET GENERAL NOTES 1 . ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS. THE CITY OF , 2 PLAN / PROFILE RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC 3 PLAN / PROFILE WORKS CONSTRUCTION — CURRENT EDITION. THE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, METERS , VALVES, FIRE HYDRANTS, ETC. , WHETHER SHOWN OR NOT ON THESE PLANS, WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE , SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. CONSTRUCTION NOTES QTY 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING � , 4 2 3 S a TO FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATION, WHETHER OR I • NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ALL STRUCTURES DAMAGED I IO CONSTRUCT JUNCTION STRUCTURE NO. IPER CITY OF IEA DURING CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF n RANCHO CUCAMONGA STD. NO. 330. THE ENGINEER AND/OR OWNER AT NO COST TO THE CITY OF RANCHO CUCAMONGA. T W 76 O CONSTRUCT CATCH BASIN PER CITY OF RANCHO 7 EA 7 e a 10 >> 12 _ CUCAMONG/� STD. N0. 300 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING ' DEPARTMENT PRIOR TO ANY ENCROACHMENT OF CONSTRUCTION WITHIN CITY OF RANCHO T' CUCAMONGA EASEMENT OR RIGHT—OF—WAY. I 1° 17 1a 15 14 13 O FURNISH 8 INSTALL 48" RCP D=2000, 66)0 LF T4 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL , COMPACTING ---Tti�81<R MOUNTAIN_ ® CONSTRUCT LOCAL DEPRESSION PER CITY OF 2 EA ORIGINAL GROUND AND ALL SUB GRADES SHALL BE PERFORMED AT NO COST TO THE - Ta RANCHO CUCAMONGA STD. NO. 307, CASE B. CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACT TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE 1 19 20 21 22 23 24 Tx O CONSTRUCT LOCAL DEPRESSION PER CITY OF 5 EA PLACEMENT OF BASE MATERIALS AND/OR SURFACING. MIR rr RANCHO CUCAMONGA STD. NO. 307, CASE A. 6. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OFA -- CONSTRUCT JUNCTION STRUCTURE N0.2 PER CITY 2 EA 20 ROCKY MATERIAL , THE SUB GRADES SHALL BE PREPARED BY REMOVING ALL ROCKS • 28 27 • 26 • zs• Ti © OF RANCHO CUCAMONGA STD, N0.331. WHICH PROTRUDE ABOVE THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE SEE SHEET 3 ( FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE 30 To 7 FURNISH 8 INSTALL 18" RCP D=2000. 162 LF MATERIAL . 31 I O 6� CONSTRUCT TRANSITION STRUCTURE NO 3 PER CITY EA 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 3 33 34 35 38 ® OF P,AI4CH0 CUCAMOIJGA STD. DWG. NC.336, A=300 CONVENIENCE OF THE DEVELOPER . THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID . ANY i 6° 8=48", C=6.9', D1=D2=48", R=1498.64, S=1498.59, ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN I 42 41 40 39 3e 37 INCLUDED I N THE OTHER I 67 CONSTRUCT CONCRETE COLLAR PER CITY OF IEA THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS 9 ITEMS OF WORK. ONE�€A1C -�� O RANCHO CUCAMONGA STD. DWG. NO. 329. I _ -- 66 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPOS I BL I LTY 41 I p FURNISH a INSTALL 24" RCP D=2000. 41 LF FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. I 43 44 45 4a 47 48 6' 0 UPON REQUEST , THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO EXISTING LINE AX I CONSTRUCT MANHOLE NO. I PER CITY OF RANCHO 3 EA THE CITY ENGINEER FOR APPROVAL . STORM DRAIN PER 54 53 52 51 so 49 64 CUCAMONGA STD. DWG. NO. 318. 9 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE AND P.M 9192, CITY 93 12 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER IEA ORDERLY SAFE THROUGHOUT THE CONSTRUCTION. SITE SHALL BE CLEANED UPON DWG. NO. 1208-D. - - CITY OF RANCHO CUCAMONGA STD NO 333 REQUEST OF THE INSPECTOR. ALL STORM DRAIN PIPE BEDDING SHALL BE PER CITY CASE 3. OF RANCHO CUCAMONGA STANDARD DRAWING 341, TYPE I. ss sa 57 sa ss 61 82 I N l.A OXAL-S I AND2 T &vC<5 AND T ON HEE S' 2 3 �- 10. CONTACT ALL UTILITY COMPANIES AS REQUIRED , 2 WORKING DAYS PRIOR TO EXCAVATION. — - - GENERAL TELEPHONE (800) 422-4133 1 SEE SHEET 2---/ NO. DESCRIPTION DATE BY FOR UNDERGROUND SERVICE REVISIONS CUCAMONGA COUNTY WATER DIST. (909) 987-2591 CITY OF RANCHO CUCAMONGA 9641 SAN BERNARDINO RD . RANCHO CUCAMONGA, CA 91730 11 . ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) . AND TRACT N0. 13835 THE CONTRACTOR SHALL DETERMINE THE TRUE LENGTHS OF PIPE . 12. ALL PAVING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE TO THESE PLANS. SEE SHEET 3 TITLE SHEET THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE CALIFORNIA DEPARTMENT OF STORM DRAIN PLANS TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION. d 01 D BY APPROVED - ATE CITY ENGINEER R.C.E. NO. SITE PLAN DESIGNED: RECOMMENDED t _�_ >� _ _ v 6 99 )-fd-9G � D.C. N T Sqj CIVI � DRAWN. 1470 S. •Jalle� �./icta [;r, SHEET �f � 0 Y.C. Suite 290 OF 3 Diamond Bar, CA 91765 CHECKED: 409) 860-3566 DRAWING N0: R.C.E. NO. H.P. DATE - 6-11-�— FILE NO. �hcc� /3 ek- '�b , I i I I I 4 ! _ - l - I i ' I EA-- ORM 1_DkAI it I l ! • -----Qtt�I�kkIj1 I!-----T+�Ii1IIiIi!•,iIIII_-'-T--��1IIjI{I!t-----�------�tif1II!----.-�-T}1Ti!jIi1I1jI,1IIir,`-_-iI��:�I!II+cI11Iii!I�-'-_�II_ `�t�I!IiIiIjII---I-=-1.-.5��I�;IIiI!!t!!1I?1,i!Ii-0_--�---•---�-��'�t+�Itii!IIIIII,i----�---1�i1frIii;III;iii{j1 iI�-------.-���I!I!jjjiI'rI!II�!j!I'---_T-'-_-�`-._-�--L!!f�I(IIjI�IIIIIiIl,!1j--/'\--�--�-2_-�I-III��.-+���1��II!I('iI1,I,IIIj'- �+.�FIIIt!I!iii•-S--_--E---__-_M_---0_---.H----.a•'���ti+!�!Iii�I;iI�!!--.-_N-0�N----.O-__----- --•�__-+--.���}!{Ii++III;l!iii-�--_---�-�_-..+.��+!IIIIiii--_-.---_- . �-.-__--.--_-------�+T1�IjIi!!'tiil+'I---oo-------!-----��-IIw��{!!IIj!!4-�"--_--_---��I!Ii!IIi,i'---_--Q-----_-0---"'.+ _�i•jLjI!!III;I!(I!IiI1-'_---_-_----.-•-.---++}t1iIi+,II��I----.._.-------.-.•"-N-t�+�iiJ{IIIC I--•"--�--.--_.�-.-.-__.�-.-���}��iI'Ir!i!III.-.--.-.-5-.-_-_-_---�t��IIiiiiiiij -----_----.--_''��--�'�I1{�}'I,j!jii{ii!�I j-----_�_�_--__--------+t+1}���i�iiii�IIIi(I}I---.'-_-.-_�---._---_----C-�---•111}f+lt+IIii!i11Il�iij- -- -------'------`-�--1--_----- ._-.-��1�il1�';II!{------1-•-_--._--1-.--_•----. + ++��*�fIiIii!!i',iII_----'--�-_--2--_---..++'+�1�i+ijiIi;IiIjtjI!---_•---5�--•--.-+1+I�!ij!i{1!jR----'-�F--_---1�+if�IjI;Ij{iijI;--y_- __--_-.-1�j�ff}I'I,iIIIII!I�I!-.--4__----_-�-�-.++�}���IiIIiI E-----------__-[_---��-�1++tii+�Fii�'iIij.---._-_-__.___--.---._-�-�•1+iij#�jiI!ii;!I------�---�-- ------+'�1:IIi1!GI'i!i�j�ii!i-'•-------�-------•-�-'���iIi{�ij�IIIi----'-----`-+'-i�iIII11IiIii1I i-*--'-�----+-�->��-��+LiijI1j'jiIIi I Z !1 4­1- -�8 I! -s-�-,- y-.-�=+ii'II!iI'?IIi!FI1 iI-�-�P-,S•---t����jj!{;!i!li,iI+j1-,-�-9 0•- oti- ---'�Y}+1Ii'!!;--------�---_�iIiIiI!I�l!!!'--�<5----�1�IiII1;iIIjIIIIlj ' - V}IIIjIiII1 •r--- ---.,,--_------ a�+�j'Ijj1iIIii�ji!If;t1jIii !---------\-•-�`\- -\��---'iIijRtiif�II 1- -----O�OOOOO{II!ji�IIiii!ji'I1-11-8,0 127-'•�tIji!!'IIj!III'---,A-O•--•\-�G�-.F-.U tJ,III!I1 Ij!i!--_R-\-\AI{tIi!IIII.(!II+'t { -4N--\-•_-��C� -- �•�II+II!Hb -�P-2O !IIIiII�,5��C5,\2\\U///jl!11•I0!! C rn M i 7 l I it / ' ai I 1M• lIG�o�1EVIN--6-AN�2 1SVI46 L4�--r 12Is.- 5„ �9'_-1 pp LK E i I I _V. --- *y � T9 FSS- qb ! -T R L+ 3 W 4-R GP. A. _-IC� --------- �-- i - - YRIDaM DS �0A _ t.- � 7_ � �- 4__ ---i -1+ IiII!i -' - f 3 9 -y S6jiII!I,!iIIIl Ii A 1i!II!!I l - --l Q oL Al GP I 90. 8 tF, 4RG 00$64I3 CFS, V= .I 4- 18 FS V{- 6.9 F5 6`, 3 CFS� V 6',1 PS I00 _ - - .i - _-4-- t - 'r J*. I ( I ! C O.0 S 1a00 0 4 -_ PRiIIiIIi t - = O-3 TT01F!I!I! .'I - L�- �E ' -tS1Ii{IIjII �-CA:!IIII!!Ii ---L- E"� I'I{'iI � - S_- :I _ TRMI I ORIZ: 1" =40' JH VERTA7/f. l - -T' 5.51' o' N77.02'02"E 74] 1, CREEN WALL A '00'00- 0 oBOND BEAM 8" C.M.U. THUNDERR 70 T 4SCREEN = 12 4WALL 2 A1 8.58 2)#4 CONT. MOUNTAIN bw - +11 ROUT CELL SOLD AVENUE CONSTRUCTION NOTES: I I- 4' -0(MN) pRAD104.06 410 (MIN) IM-mrmmFLOWLINE 65CONSTRUCT CHAsPER CITY OF RANCHO 13.83' KIP- IAP EARTH CHANNEL CUCAMONGA STD. No3•o2z•EAFURNISH & INSTALL 48" RCP D=2000. St. ITA. 6 +16.2 SECTION A-A SECTION D-DOD <I T OVER LOW NEL OVEFZrjoW CHANNEL, SCREEN WALL CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO ST. STA. 1 +62.04 CB 8 CUCAMONGA STD. NO. 307 CASE B. N.T.S BOND BEAM N.T.S. W=28' V=45 H=4" 30' 30CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO ' 0' 40' $ 18' 1ft62 CUCAMONGA STD. NO. 307 CASE A. 70.7° 1N 1 F. IQ ?No5160E RANCHO CUUM00A FOR OVRFLOW 64 4 0 FURNISH & INSTALL 18" RCP D=2000. DKAtNAGE VuRP05E5, W 1ZWIDE EASEMNT DEDICMD x CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY o 10 THE CITY Of RANCHO CUCAMONGA ST. STA. 1 +17.04 CB E ScEI FOK evrrRM DRAIN U '0E5.PRtvATST. STA. 1 +09.04 CB W=28' V-4.5 H=4" 8=48" C=6.9' D1 ,D2=48" R=1498.56 S=1498.66WALL 2V Q 3:1 o� " oVARIADLF- WROTH + CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO °0 7+03,57 MH CUCAMONGA STD. DWG. NO. 329. ,AvSCAPE MAINTENAULE 12w N52'5p'o1"W o 5' 40 If% g $ g =0+86.50 ST. STA. s = ci z FURNISH & INSTALL 24RCP D=2000. CtaAVF_V =L.oWLNE 9%CONSCONSTRUCT MANHOLE NO. I PER CITY OF RANCHO GTe0 Pete STR=ET PLA5- a 3 6+70.07 EC COLLA CUCAMONGA STD, NO. 319 0+53.00 ST. STA. CONSTRUCT JUNCTION STRUCTURE NO 4 PER ST.I . 63 45.7 4 Z+ 63 2CITY OF RANCHO CUCAMONGA STD. N0. 333, FL I E o RF HANNEL 54.00s 72.00 .00 1 CASE 3. tg7 C ( + 18.41 13C D � �o Blir I PA /-Avv SON Eo 63+26.02 TRACT BOUND RY '0 T W. ' D ❑N 725343E 33.07 69.26 76.74 71.50 DETAIL A 5�E DTgt _ A kYIhEJ V•PEFTtl OF CATGN 04-SIN (0 l.A.- WIL AND L NT5 N0. DESCRIPTION DATE BY }XOUGH C4KAMMCm Fp1.AN %Oa CONTOUFt G1CADIN67 a REVISIONS Go 0+51 .56 EC I " CITY OF RANCHO CUCAMONGA A 00q 0+28.00 BC Z o 55 56 57 STORM DRAIN PLANS 95.03 78.96 67•oe 58 71.52 59 6,3 8t.2o 119.32 3 .82 620+00.00 E = 3+71 .39 N TRACT N0. 13835 ST. STA. 63+ 19.22 Q pvj a ;5 , DAWSON PEAK COURT APPROVED BY DATE 24953CONSTRUCT RIP-RAP OVERFLOW CHANNEL CITY ENGINEER R.C.E. N0. PER DETAILS ON THIS SHEET. BENCHMARK N0. 145-B ELEV. 1485.847 DESIGNED: RECOMMENDED CURVEDATA AT THE WEST END OF DAY CWYON SODCWWNFi BRIGE DRAWN: 1470 S. VALLEY VISTA DRIVE SHEETRADIUS LENGTH TANGENT 39 1947. STA. NO. 30 9.72 ANDf7 FET NOROF CENTERLINE HrGHLAD SUITE X290 2 A 30'00,00" 45.00 23.56 12.06 AVENUE DIAMOND BAR, CALIFORNIA 91765 OF B 90100'00" 22.50 35.34 22.50 CHECKED: 909t860-3566 DRAWING NO. C �L" R.C.E. N0. 4\/i - V, 4 ' o 5 C 90•00 00" 45.00 7 45.00 DATFLE NO. �58� N dF 3O F r 1 1 i _ BENCHMARK NO.145-B ELEV. 1485.847 . AT THE WEST END OF DAY CANYON CHANNEL BRIDGE #54-39 DATED 1947, 1 i STA . NO . SBO 9 . 72 AND 17 FEET Q - F CENTERLINE AT HIGHLAND s 5• CfS = 1� NORTH 0 .� V= 12 Fps PiNiSRED SURFACE V : 6.3 FPS AVENUE . OVER E R STORM DRAIN --- , o,O�C) ' q FlNISHED SURFACE � i � I I 1 500 OVER PROP. S.D. : : - - ; 5"'T _ 1 1 _ .1 1 1 ----- - - --- - -- -- r:�.ri■rr tdl� + - ,�, l 1'11tl C R OVER NORM DRAIN �5%L z W 49� CA, mo ... - - 1 540 N 1 X543 V6�� o g ,, 149 +hy �; 1 1G --- N /S•I�� Y, ao s N - --- - • --. . . ._. 11 YVV • _______-+ _.__ _ , _.. .., ... ". 1 - . . ___. + ___. + - .- _-. ♦ - _ ♦ _. 1 - O O - _.------ • ' -- - t -.-___ a .-.___. . _ . _ . J .. . _.".. a _.._.._. . __ + - --- 1 -_-.._. , .__. ._ a . _._ _.__-.. , .. + i 0 + p it ° ANY. - - I + 5315 153 -- 1 1492 �� - - ' g 1 O F- 4'' 11 � 18" RCP X34 Is3502 .z j 2 00 • v. !. 1488 : 5 � 9 3s z /! Q �� W 9 xpo CNV I ►' O 1 N Q t11 O r 1 A r7 N L p� + + +n lb Ln 1 484 i Q -• - _- _, ___ . -1 --- - t _ - { , (,, -- . - - 148 I 1 - _ _. _ { - 1 -- . _ 1 _ _ a L _ r 1 -- + - I 29.45 L.F. 18h R.R 1 f�.11 LF OF 42.x'3 LF Ok - - - -- Lf f6 I 1 T. 0 RCI i j --- i - _ l + --- : - i - -l - + 16" RCP 18" RCP i �, 1 PROFILE SCALES I 1 I - + ---- - - - + - -- - + ---- ,_ - - - LINE Ci 1 - - -----i --. } 8 HORIZ: 1 =40 I C.iNE A �.TIV� „ =40 I I I I i - I ! i ., 1 l 1 ♦ 1 1 1 --A 0+00 1 +00 0+00 1+00 0+00 1+00 CONSTRUCTION NOTES I CONSTRUCT JUNCTION STRUCTURE NO.1 PER CITY OF it O Sp p IC TY DW(r $109-t) RANCHO CUCAMONGA STD. NO. 330, A=44 57'58",B-=18 IJNE A-11 P,M. gi92. I I C=7.0', R=1533.62', S=1533.00'. ESTER ROCH I AVENUE O CONSTRUCT. . CATCH BASIN PER CITY OF RANCHO 0' 40' 1 1 1 I 5 2 STA -n 62,87 4L C.6 CUCAMONGA STD. NO.300 1 10' ( I D-7 W= 4 , V:1.152N 40'_1 I 30' I I N STA.1L+_ 54.87 ,i'. i t - � 1 11 - h ECR 3 U 2 2 0�00 E - _ - p+0 ., A =365134 . 8 IS Y A-90 00 00 8=18r 4.5 I + 24.69 N ,; _ .56 D: 18 ►, 2�'L E ?A.53+o, _ 1 3 , e• 5 C _ - � I 4 V-3• i bl C-5 , D-54 19.04 �. W- 2 ST. STA. 60+72.52_ @6 R= 1535.24' 0+60, J.S. NQ 1 ELEV. R=1485.00 S= 1535.02' I I N + E�2 O5 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO i ELEV. S=1483.00 6 I I o I CUCAMONGA STD. NO.307, CASE A. N 61 It C)% N B8'o�Z�"'E 5 © CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY OF 11 Z 5 O+OQOO E JS NO. I = urv ° I II+56.n tv 7 7 Ng5°5Z'ol-_ E__ t9 RANCHO CUCAMONGA STD. N0.331. 7 S + 3.94 ri <o ST. STA. 60+81.17 I I 1k. '] FURNISH 8 INSTALL 18" RCP D=2000. ST. STA. 60+73.77 _ _ ___� I-INE" ll m 0 C/L EXIST. C.B. 3 \ 61NE A > jN8 DgI 9 C/L C.B. W=4', V=-3.0 Q \ 1 Ll E "c" ST. STA. 60+66.77 1 11+6.21 N EXIST. 84" S.D. - ECR \ _ ! © 9rvifto V-VeFT146 OF:c*rCk BA51Ng E I.INf3'5 A C °D NO. DESCRIPTION DATE BY HIGHLAND ' _ M M AVENUE ,o� REVISIONS - -- - - CURVE DATA S89'36'09"E �` N I I � R L T CITY OF RANCHO CUCAI !CI CA 1 M I 36°44'23" 22.50' 14,43' 7.47' � �Q(--��ESZ�R TRACT N0. 13835 �►vENu� STORM DRAIN PLAN ST. STA. 60+00.13 ROCHESTER AVE.= 50+18.23 HIGHLAND AVE. APPROVED BY / � � � DATE77,60�,l CITY ENGINEER _ _ - R.C.E. N0. 944953 DESIGNED: _ RECOMMENDE'D Or No 4W A.T. En CIVI a�Q DRAWN: 1470 S. VALLEY VISTA DRIVE SHEET �?9 A.T. SUITE 2qo �f CALF /Q DIAMOND BAR, CAUFORNIA 91765 OF _/ IL �a7���11� CHECKED: 0q) 860-3566 DRAWING NO. D.C. R.C.E. NO44,F51 DATL L/-9�i FILE NO._ .------ --- -