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HomeMy WebLinkAboutRc St Improve Plans 888/6 Thru 889/4 888/6 888d/1 889/1 889/2 889/3 889/4F ; _ .I -' f _ - .. ... "�' �a�'�Fa"„'"`..,°"`,«--'_t,�,+�,""'.�7�.'"�,:::...N'""'��.�'C.'Ts^��»..,..t„'�"`""'..""_.._i'""'•,'.".f""�...'„_•iv...._"`+...c','-„�.11_.a.,,:.::'`?�:y",".,.�.".,w,_..._.,,.��L�.._.__..... __..'..mom ._...,,_.,......_.-..,,._,....- , J 1. ..._ , r i i r �•' _ q r F dt d, __..3- i G 1 7 4t i _ t , i {{ ...-!8 /,JOR;TJ/.}8-iCFJr..-. ..j- 2 .4... _--1'� '.,� , ..-,.::,, �•.5--.. .r .._,.._.. ..: .1,.,., -.,._ ,.,�. _.,. -r. _ ..� ? _ _:' i } I r--�DT.9- 0 0 _ is ;..: 1 _.. _ , a h yOFIL ,o— _. -� y / G. _.._... l . � F ff/ - 19T _Nr 17._l _. _ - + r t 605, "� 1 i ! { ' r_ i r. t } } 3 1 -Tfjj- _..:.._ u. a } .._,:l .._._. ..._ .... ._._ _:....'.... ..�. _:..:. .. ,.' �l _ .7- ! {• -?' i 7 T . .. _ r._�..._.. _.�.....,�. -. i-- - .. R6 / f .•r R.. .... _ }{ _ 1 { 1 ,., ,.. :_ r / . sauTil B,L o-JT } i i,,. __ i - , _ -r t t —. L• 74 (0 i1 12 13 14 I i5 CONSTRUCTION NOTtS Construct curb & gutter per Std. 303 , - -- i�Construct sidewa � handicap ramp per °td. 309 &;510 Install AC AC pavement Wper ood std. 201 (See Note Below) -n' } - 1 - - �0. ,9 -Construct local depression per Std, 518 qI I 1 �-Construct catch basin tit (W&V as shown) per 5 I iiil srd. 502 J Ul ,�( �� N~ ry Construct drive approach per Std. 303 (W = as shown) hew LIBERTY ST um Construct barricade per grade 1) > •' _ 1 _ .3z Adjust sewex manhole to grade = oF- rsu�•=� -- _ -- I fy 1 �y 3�-- — Ad3ust stcrm drain manhole to grade y p', --- ,, --- ¢ Ad3ust Ovate valve to grade - -- - - -- Install 5800 L Street LIght " � 7 Construct end of street temporary pavement p14 ; „ .- (i„ t. , c4 �1- aorrrtode er Dela:+ .? shrei n� r Std. 5 ` �» t P ' -.t; T Q pp^� ,/' c ` e 40 LiBER l 1 SIRE . T t@ I 48 Note: Structural s= coon for Lemon Avenue r, 4" A,C. over 4" A,B. all other streets are 3" A.C. over 4'' A.B. ' 11 r .Kr\ ->.._:_ - -�. _.,.. _.4. _,.- _I' - :..::, v F'-.;r r E .E -w _<..>.�` q[�� ,`'�,♦�:i q8 j0 SRAOE :SviALE TO a.pi+in+ fir* I � ,,,,.. ._.____ ._— _�) �� _ -., - -- �h�IgO �•,, ���q rr ..ono .uG ae,:N� • � `Nes•ss'n -E f /T♦rE�onG. 9/Ao �. ,__ 1: ,Prl .,zOv N n,,tg' ➢ 4T\ \f Q.7GT oUNDQl2j 13, r. q —^ E.Y S•T 11. ._I, I , qq _ ,—F - r ' ,e DETAIL :. � '� �' f1���_-.--'i _ 9 °� j� —__--.___—_. — _ ._.—..- --_ �`�•-.��` 4Q'e+'6 i" V .3 TG c98:5N ITel,`�. r.+ ..... Q_ LOT 3 1 u 3 � o• - _, 3 '4 nT LCT 30 LOT 3i 3S LOT 32 �� LOT LOT 34 � 9 r LONDON rP�JMP 1_r� -! LJWERE!lBERT>STREET - PROFILES A����� , Z/26/BS ! SEE SHEET 3 cl TY i }I ,� f�4�Lnit'TION ' OF REVISION DATE APPROVED. " i� �"/fcE'j' G✓.r•rJF .G"9T/s �n �'.sfxtEur CrrY O RANCHO UCAI i6ON A 111 ai i-..-8:_ PLAT NO PROF!-E �y , .:+?' � � l ` IPFRTY STREET f _ •. ' FROM LONDON AVENUE EASTERLY }, ® �'• f �tiVEV�'AY LC� CATION CHART' -- t- !i _ r r ,I -- • - � r-, , r ..�- � I� Imo. ,ems* �I ^..rr ,=r.. - ✓i,,./� ��,�BJ jjj r a _ , e +) w .rota ,, •__--'-_.,_ ___-__lam-. K r l": - .'F,'i'!.?• "E�': .- c+ � e4 . Ll�i✓R]_Y STREET —TYPICAL. AL. �EGTiON DETHq_ 11111 .IEhh_' � r�4 ,.� _ ¢ -- 4 r -D W, 1 !` .i7y888 4 7 „ 30 X REDUCED FLANS rcllit,rii�It1,L 3 r- 3 INCHES 01. ORIGINAL PLAN i ..:. L:l•.:._._-al...:._._.:_,«:_.:,-.:..+..: - tr w.,.+_.,AF....: r»rnr_»--,+-. ,,.;,, ., .._ a'Ji.YiasJ.]:r..r.......,. w, . -.,--.. ., •,. ._-.;, ... �., V _ .. .. ...._ _ ( e t «_�.r,.,,r,.,� �jf_., : tt,t:3i+ I Yr7 i ^-.w�.r.»...- n -� +- ._ . , �;:_•t h= .x ; t �:,z zl�rr . i . , e l .. u,, i; r- 1 a • :. Ai.' :: r , I + r + -- - __ 1lt tt _. -, I . ._. Z_.. t _, '.. ♦. : i .'. _ ___} y l__ * 1 _(_. , , , i ,... _. ,: .- :,i; � - ;. t i { � r ... y, t ..�. ,� }--• trr. �-. :�, 'F' .. �' t' .}. .{ x � I . t 1 r.. i > .. - _. x , ._. tt k : { t , _ « i # L 1 I i # 5 i ;, to : A _. a a , � }p :.....:...f :.a 3..c. t � i a i 1 a } ., ., .,.._. ..., , _. _. _ ... _,. _.:� .: _ ._.. __ ._..- ._. _ :,_ _.._,}.„_,: ._. .., �' . ___ _ � ., _ t Fit•• � _ f 1 - {, 1:. _ n t r x. ,ctj ____. - i l E o ,. :. t , � ♦ �/y {rye :+..a.. ..,.,.....n,. �.+w-van-�„r:' i-'. ,. - s. r . -..... w+.;_=1i61W k � b _ jl} C _.:. _, { } Y # v , f t ; t } j �----1 -•-t +_ _ - -+_ _ t.-�.�_..... _. z _. _.. __:. . _ .,_ _... is _ ,_ _ Y� - 9 ,G _ N ' F t: j t � f Fa 1 1 t � p 3 dr I / I tt j I fi j f y i C .. _ 1 .1 _ _ � .:, } , { �..w:. ., .- 1...' y t1 4 z� , "# s � is k, .e•-_ . ., , e 1$,— -i� ., .1_,--•}-•.•1(}- �-}t}t- � a. r}F t } _ 2a4 e ifs r _. {--•-�.�„ ._._, � � � � 6 4� C ! : ✓ Cr! _ . 1 ...� F. .... T. 1- 7 . Q�an _ `6 i a } # 3I 32 _ 33 34 35 36 37 38 g 1 CONSTRUCTION 110TE8 8c QUANTITY ESTIMATES. _ 3 0 40 41 "2 } o- ,nFtruct local depression per Std, 518 68 SF 37 Plug end of pipe per Sari Bernardino Co. Flood Control I� i �-----Construct catch basin #1 (W&V as shown) per District Std. 176 A 2 EA. ��� Std. 502 1 EA. � sa install 39" RCP (D = 1000) 415 LE u`m i 0--construct manhole "B" per Std 511 (A = 45° 00' 00+' a-- Construct manhole "A" per Std. 510 with no side F B = 24", C = 7.25', DI = 39", D2 + 51", E = 7.251, inlet (L = 4.00', H = 4.00' P = 1.89', T = 8") 2 EA, wu F 8,A", L = 6..25`) T = 5.w') t EA, tr ° 1es q7 �n Construct side inlet with headwall thru rail & Ge Flaed "^^ '"' i =iEt Std. 2 -D193 Gases ? - wire revetment fence per San Bernardino Cc, ea Install 45" RCP (D = 1000) 72.5 LE, ti- i4 STDRM ,?A/N CVevE asr9 iii Flood Control Dist, Std, SP 183-B I EA, 3 Install 30" RCP (D = 1000) �,� r ass ✓Q 07' e:9DOq' �h i � 0 Remove rail & wire revetment fence (as required) AS RE,D, -Construct junction structure B per Std. 509 (A, right = 60 yob tN I, Tnstall 18" RCP (D - 1Q00) 9 LF O A, left - 31° /W 08", B = 18", C, right - 4.501, C , left ! Instal, 51" RCP (D = 1000) 615 LF. 8.501, DI = 39", D2 45", P = 9.00' , L = 11.00' F 7tz', : y N 8'• w Za S k _ k —Construct inlet structure per Cal -Trans Std. D86-8 I EA. T = 4=z") „ 1 EA y42 —Construct rail and , re revetment fence per 45 Install 2" AC over native per Uet°II F 285:F o- I73 b - ban Bernardino Co. Flood Control District Std. 114 AS READ. Uoti t 5 rf Gi2R4E swALE To 96 Install Debris Grate per detail 'A' I EA 2h 3T o�nn✓ PER L-Rp0✓NG PaK:�t LIBEi� Y STREET (as required) - _ r� �E /w aL�,.v -� -=' 4 47 Co s,ruiq Inlet Structure per Los Angeles Co Flood Control Ds; -- /�f' -• _-.<_ _ _,-••���. E!d1 2-0265 vru�s z/Kra I EA./' , i r ..... 16 4 .t J f � - •; : , : >t „r-"•�: � �•: ' I .; _- a,i 1; ;..�Y c.!t✓OA.�i` iT^,r� ,CG.E." y h:: t: LINE u: " La axrZoe. ra ra GE✓� crrwr d 1i o^1� i 4' 4 (Y) T �I`b� � I ' i V i\v-� I 1 � l i �, _ - ,.'y : ..:. - ""a 26 _'� ._ V J •fit i 3ssoe � i� Qo ceeR�s c.Pa � �� l r � •=--+-`-tr`� I I � , ' 'a �- F _ : \ : c - 1 , 4 ATTACH ,TO HEFOWALG W/TH GAG r�\� ti i '_..��• LOT z?� p�� LGT 30 LC1Ti I LOT 3 I Llir};'t i T BOLTS !-TACff WEL,7 NEAOS \ q� 5 }, I ` 1 'ie i r..Y. f 101N zt ' I ^ S�� AVENUE ,✓ '. I �S. E � Cf T f- • lAtNJCi- R tiT� AEI Cr if II 3 G , Y UE 4� � `:/ �! B c L7, = .g S.' ✓ �'� O r, r N• GG Tr"., T,.� :T .A. T♦r' NEN ," �^ C .-� i A? �. C3 Srt 36 V i ', I h , W ' f .:, tl H2O X, REDUCED PILANS' 0 1 P- 3 1'` 3 INCHES ON ORIGINAL PLAN �.-...�.: 8E- eJE £.�Mln/,5'd rry ,r=✓E'u 8� S'S.0 F^d 44 �i t I — � f.._ 46 ti r p Lt I 1 fo i il LJ � Flt� UNTAIL u8u DETAIL—','F" d' nFSIRIPTION OF REVISION J REVISED H.G.L., OyDo ,ADDED DEBRIS GRATE DATE BAUG85ozf O�TY "ROVED xti�, 1 T.7Et4- 1�° 4i Co A A,, 'pogo/pq' p gq� (gyp "' ap.. "d i• g�4.'i fed CUC/'�d!' a �tpypyp �.�a pia O ZtGA"� PLAN ANn FR;)FtLE 2'- - �E � STORM DRAINf, O UIBE'RTY STREET FROM LONDON AVENUE EA`'7ERLY TO I TRACT 12523 -4FPRUILL' wtrY ErdGINEL F� ' .+ t / -T - tiff r{ 3L w° �B n.NP r fqE9 •GI 9� a r.13;d'11 I E=;ie i ,_ h L: n:CC",thr 1Czr rrt,n �� rtl t; LAN pp bRA'NN BY ryLIEN tY �It �k --- 888D C::.~_r.�_.-.�... ,Sn,w..-,+•..,sr 6,r_:.is..w..,A-.--.-....-,—..�,---' _ l.n.+ `'a 094 975 FEET E/O VINEYARD AVENUE TO AR'U'un'IBALD NENUE HELLMAN AVENUE TO AR'v%unliBALD AVENUE INDEX OF DRAWINGS sht. no. description locution 1 TITLE SHEET 2 NOTES, DETAILS & TYPICAL SECTIONS 3 SAN BERNARDINO ROAM EAST OF VINEYARD AVE. TO STA.18+00 4 SAN BERNARDINO ROAD STA. 18+00 TO STA. 28+00 5 SAN BERNARDINO ROAD STA. 28+00 TO STA. 38+00 G SAN BERNARDINO ROAD STA. 38+00 TO STA. 47.1-75 7 SAN BERNARDINO ROAD STA. 47+75 TO A.RCHIBALD AVE. R SAN BERNARDINO ROAD STORIY. DRAIN LION ST. TO MONTARA AVE, 9 CHURCH STREET HELLMAN AVE. TO STA. 9+00 10 CHURCH STREET STA. 9+00 TO STA. 19+00 11 CHURCH STREET STA.19+00 TO ARCHiCaLD AVE. 12-14 CHURCH STREET STRIPING PLANS 14-19 SAN BERNARDINO ROAD STRIPING PLANS Sox '"...UUCFL PLANS O I_`iif 3 3 INCHES CI.N ORIGINAL PLAN SASEL] /N E ROAD L I Q r PALO ALTO L—sr_ L % / PROM% W e LOCATION tu LLJ QQ CHY Q ST. HEAfLC> sT. 1 K Z Q SAN 8, RNARDIN — ~ 9ROAD 2 Q FOOTHILLzz Q PROJECT ' LOCATION I Liu uLl rc L ARROIV y �� J i HIGHIPAY I L VICINITY MAP UTILITY NOTES: I. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR STRUCTURE'S SHOWN ON THESE PLANS 1tiERE OBTAINED &' A SEARCH OF THE AVAILABLE .RECORDS, BUT NO GUARANTEE IS MADE MAT ALL SUBSTR CTUAES ARE SHOWN OR THAT THE LOCATIONS THOWN .4RE EXACT. THE CONTRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY I.1EASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT AF RECORD OR NOT SHOWN. 2, PRIOR TO EXCAVATION CALL UNDERGROUND SERVICE ALER.'. TELEPHONE NO. I - 800 - 422 - 4133. 3. !NE CONTRACTOR SHALL CALL THE FOLLOJ4LNG UTILITY COMPANIES 46 HOURS PRIOR TO THE START OF CONSTRUj'TION. GENERAL TELEPHONE CO. 714 - 983 - 1811 CUCAMONGA Co. - WATER DISTRICT 714 987-2591 30. CALIFORNIA GAS CO. 714 884 - 9411 30. CALIFORNIA EDI SON CO. 714 - 986 - 5861 SAN BERNP.ROIN0 ROAD PLANS PREPARED BY: ( I S CONSULTING CIVIL ENGINEERS 1420 E. EDINGER AVE. SAN'_'A 4NA,CAL.92705 (714) 547 6375 PROJECT ENGINEER R.C.E. No.19442 DATE CITY DESCRIPTION OF REVISION I DATE APPROVED CITY OF RANCHO CUCAMONGA TITLE SHEET APPROVED BY DATE Zo —8 CITY ENGINEE R.C.E. No. 23889 DESIGN RECOMtNCED 1! Q DRAWN SH; ET OF CHECKED I DRAWL v . No. 889 / S 5c N-R/W 33+ 22' 1 J.5', 5.5' + 15' i 1 II �I-575 EXIST, 8 "CURB l a p .I T 8 Je"GUTTER '= EXIST, F'S, PVMT, 23 SECT/ON "A --A N-R/W r �, �2.01 , S- RW B 22, 22, 8, „�. r , o 1== 12' Iz 3 5 NO. /TE•� PROTECT IN PLACE cq Q I O2 - RELOCATE AS DIRECTED I q I 0,/0, �a�/0 30- TO BE RELOCATED OR ADJUSTED BY OTHERS' 4�- REMOVE TREE STUMP Rigs r. r�� 5----REMOVE EXIST. P.CC, /MPRCu£MENTS J 66 - EXCAVATE AND GRADE PER SECTIONS °G9 24 29 :I O7 CONSTRUCT 8"RC.C, CURB Q 24"G(/TTt,R PER CITY STD. 3O3 30 (:/ r`v)'ii ir' !';'11 t'"PC,C. CURB a 18" GUTTER PER DETAIL HEREON 9�-- 0C.C, SIDEWALK PER CITY' STD. 310 B 311 26 a C7RB f., 8 18 GUTTER ?C.C; WHEELCHAIR RNMP PER CITY STD, 310 SECT/O/I/ 'I -T ' SECTION �i� - tI / " 6 ' P. C. C. DRIVEWAY PER C17Y STD, 317,E 6" PC :. D/i/VEWAY PER C/TYSTD. 306 S-R/W S-/''✓W -,'.✓CT P,C.C. CROSSCUTTER , X= 3', PER CITY STD. 308 33' 30' ;ONSTRUcr P.C.G. MOD/F/ED CROSSGUT:ER PER CITYBTD. 308 8 DETAIL HEREON, 22' ` I 20, to, i ✓ • - CONSTRUCT 4" P,C. C, DRIVEWAY OR ,SIDEWALK TRANSITION. 124' f 4' 9,5' 12' 4' 2' �J6 CONSTRUCT RO. C. STEPSP£R L.A.0..R.9, STD. 33-0/ 17 CONSTRUCT PIPE HAND RAIL PER L.A.C.R.D. STD. 88-02 I /8 - colvsrf?ucr CONCRETE BLOCK RETA/NING WALL PER OETA/LS HEREON I I ; 19 CONSTRUCT CATCH BAS/A' A10. 1 8 4.G AL 17FPRESSION PER CITY STD. 502 8 518 O. /0' O./D` FURNISH Q PLACE 22 x /3"CS PA., I4 GAUGE W1TH PA!ED INVERT h/`N' I/4��/Fr + 2% CONSTRUCT MANHOLE A` PER CITY STD. 510 22 PULVERIZE EXISTING PAVEMENT 23 COLD PLA*/E EX/STING PAVEMENT PER DETAIL HEREON 26 4 t 'n� a 24 29 30 JOIN EXIST. 30` S-RIW 24 FURNISH 8 PLACE "PETROMA7' "OR AF'ROVED EOUAL o o � 30 WALL , 25 FURNISH 8PLACE 0.33, AGGREGATE BASE 25 2& 7 9 /4. 5 * 4-1 _ 6 - FURNISH a PLACE 0.25` A.C. PAVEME'l T C1 27{ 27 FURNISH 0 PL ACF 0.33' A.C. PAVEMEIJ T SEE RETAINING WALL DETA/L FULL DEPTH �, i� 2B FURN/SH 0 PLACE O. /O' A.C. OVERLAY SECT/ON `K-rY` SECT/r?'1<'L -L ` F.\'\�� I 29 Fi/RNISH B PLACE 0.I7+A.C. OVERLAY -_ --- �0 P� fi0 r 30 FURNI5I: Q PLACE VAR/ABLE A, C OVER! AY N-RIW 16��� y �� \3/ FU/,N%SH 8 PLACE 0.17'4.C. DRIVEWAY TRANSIT/ON )E 33, S �`^ 30' S-R/� 2.50 / f� // 32 FURNISH 8 PLACE MRIABLE A.C. OVERLAY DRIVEWAY TRANSITION 11' 22 ] /4.3' ' 4' Q X1� 33 ADJUST {PATER VALVE COVER TO GRAOF. 5.5' 3' /2' r r Iry I 3-1 ADJUST SEWER MANHOLE COVER TO GRADE PER CITY STD- 512 GRADE TO JOIN 35 — FURNISH 8 PLACE PAVEMENT TRANSIT/ON SIGNING .'ER CITY STD. 406 - - � AT EXIST. F.L. - RECONSTRUCT SURVEY MONUMENT PEp CITY STD, 702 010, 1 r f'ih 1 r A :, r 1= Imo, 00 °� '�•Y � � . . u I ?.6/0/N EXIST. I is Z3 17 Jn I` ` 23 �'-EX/ST, 8 "CURB Q 18 "GUTTER SECT/ON `B-D' 33 ` S-RIW b �F. 1/4'% FT 9 22 SEE DETA/ L 26 8 °A' SHT. 3 SEC now _'C-C` SECT/ON `D--�' 30` 33` _ 22 A ` 22, — 16 `, 14.. 5 ± 3.2' 12 3' 55 t SEC If - E N- RIW 33, 1 ' ' 5.5 1i 3' 1 'L'' Y/ST. B "CURB /8 "GLITTER SEC77611V `G - G ` S-R/W IN/N. �r SECT/ON `Q - Q' I 24 29 GRADE TO J R 6 AT FL, OR Gi`?ADr= TO DRAIN WHERE RELOCATE FENCE SHOWN ON PLANS. TO TOP OF WALL 2 EXIST. 8"CURB 6 + ' 4. GUTTER -- r`_' I� o, _- ° x INSTALL FENCE SLEEVES I8 '+ PER L,A.C..rt,D, STD. .BB-O/-� 1 I WAcL N' f /I /! //SE NOi E / MORTAR CAPSECP01V E-F SECRON /W-P ,SECTION N- N i N-RIW N-RIW S-R/W _ 33244 ' 30, 30` \ RETp/N/Nc 22 ' 10.4, /9..6' � 22' 6 ` WALL—_47 � STO. GREY BLOCK (TYP) � MORTAR CAP ,- PLAr;' SrR1+CTURAL ' 1 3. 1 /4' /6 `_ j-4.5 '�5.50' - E E _ BACK/•ILL PER STD. 2" I. /S k 4- — SPEC/F/CATIONS CLR. R dIOVE 8 R COM I � PACT EXISTING 1 i 5LD24" I Zial8 0 MATERIAL. V• 2„ 'N V. CLR, ti 6 Z i 2" CLR. A O EXIST, CRC. - i i., C 3f ? i -� z /Ix W s 04- Ap4cS �C�` I yF' CLR. I 12,. 2„ Zt �2" "s 3, CLR. \ n I{ — J _ S e SEE NOi E 2 M V --� ,'CLR• E BArrS PLACE A.C. si _,.QH 4 v 2 M N 3,r J \ �1 ,� .. EE DETAIL t � �- '------- � � IC ON SHT. 7 NOTES -T 2 24 4 4 DE T A i aoo �` 2 ' •' g 1. PLACE NO EOUIPMENT, VEdICLE 01? —' � _z cLR• i, OR OTHER SURCHARGE LOfOS WITHIN �7\, 2: MAX. 'i THIS AREA DURING OR AFTER CONSTRUCTION I � Imo'" � y� L2"CLR. � � ,, ' �'� � FOOTING STEP 7 22 26 \�J (25 1' OF RETA/NING WALL, V EXIST, 5`"aws 22 6 25 B IyX2 ( E 11 GUTTER 2. FILL TO TOP OF FOOTING SHALL BE W12 26 26 COMPACTED AND TESTED PRIOR TO - W I I CC'VSTRUCTION OF FOOTING 8 WALL, SECT/ON 'H-H ` SE T/G'N IO - D SECT./C'N -I' 3, OMIT MORTAR FROM VERTICAL JOINTS IN FIRST T/"f /NI/ Y C� WALL 6� D,'T,4 /L ,' - COURSE ABOVE FINISHED GRADE AT. 32" O.C. FOR {YEFP HOLES. BERWARDIA10 ROAD - I. 5i � 5.50' ' _,��� `��,� SEE c1T;'STD. No. 306 FG ,, k. STEEL SCHEDUL"141S CITY "�' ALL NO,-vS, ,10WT LOCAT• "� - DESCRIPTION OF REVISION DATE APPROVED 18 IONS ALL OTHER DETAILS 14I T W A BARS B //2 R- - - — - -- FOR THE CONS TkUCT/ON 112 R u l OF CRsSSGUTTER, ( - ' 23 EX(5T. F. S, .' 94TTER w' 0.93, ` 4:0OVERLAY /:4 N _ � f O. /O ` MIN. a.•1 0.08' a0L0 PLANE PVa 1I2"R I�-EX/ST 8 'CURB M ,1JT. a ✓ .- FL STRAIGHT /4 w. _ - j_ BETWEEN CURBS M 15„ Pwnsfvir PL,4N/NG DETAIL AfOdIF-'iEED CROSSGUrrER DErAk NO SCALE // �/ SCALE t 1„_ /0. I 8 RCC. CURB AND /� GUrrER' DL�'ML Z SAN BERNARDINO RO, , SCALE: 1112"=I' O" ;50 X REDUCED FLAN 0 I Z 3 rtL1rri1r,11{111tilei,{It INCHI=Si ON ORIGINAL PLAN - 3,-4„ A" 4'-0" 4, @ 1.4„ 4'-O" 12 " 4'-6" 51a 24" 4-8" /2" 4-9" 6L24" RETA/NIN•G WALL TABLE STATIO,V TO STgT/ON H TOP OF WALL TOP 01 ' FOCT/NG ELEVATION ELEVATION _ 324-58,30 TO 33•P22.00 3L,; 1223.I0 /2/9, 89 33f4;Lry0 TO 34-fO9.89 3'--4 l23.10 1219.89 34 1• 1J9.89 TO 34 /• 48.17 47- 0" 1223.77 1219.89 34 4-48.17 To 36 fL OA 'O 4L8" 1223, ,TT /219;22 CITY OF RANCHO CUCAMONGA NOTES, DETAILS AND TYPICAL SECTIONS APPROVED 8Y DATE l6-3"-91f CITY ENGINEER R.C. E. No. 23889 DESIGN Pl_A S PREPARED BY' REGOMM IDED r n Ia20 f. EDIN f1ER AY E.. �' DRAWN -ANTAANA;tAL.9270D SHEET r � c 71♦ 547 - 6376 � 2 OF 19 CON LiLTiNO CIVIL IN ERS CHECKED 4& �> DRAWING No. R.C. E. No. 19442 DATE , �-3/ 8 FI4 E No. 889 V c� v W ll� (u `` ` M h Co NS. - Ci W \ tf r* p TRA O. C.. O C, h M cow � — � /245 "s Qz 4 .4 Chi POR, /001 v PV, I, = 24,555 W \ N Ql ID 7 co \\ ` EXIST T,C, N✓S m V O N l' O \��Ef'C.� 2, B49 % N v- h n LG• N N 0) 50 O N tN v p h O. m J4 N Nm (oO (od O EXIST,FS.G' OQ °j O p er_.%4790 1245 \ a O y N O o, . PRIMP, T. C. N/S 1225 \\ - m N ^ 0o O' O PROP, FS. 12401 12,30 \\` ` 1 4% . -EXIST. T, C. S/S -�4�� 1225 Cs N to N uS N Q' f.' a M W AA N'k -. 2 ."? a \ rj/ C. F, HT. N 1270 ` W 9. O \,\ O ` �� TRAN,:. �i 1230 ( �2 vf7 ti 1 m ro \•�`` ` O `�''` �2 ,O� PROP. T,C, S.-Is NI2 898 �235 N M h EXIST. r. C: S/S 1ZZJ` O ` O e. r of co O + - / 60 9K to n p �t 2 �j (o PROFILE SCALE m O +ci (A: 4 I--, VERT. /= 4 W -I, f N j N O wi RENCH MARK /?-B ELEV. /205, e24 AT N.W. COR, V NEYARm & FOOTHILL BLVD. 32' WJO iy VINEYARD AVE AND T% 'N/O i FGG'TH/LL S4VD, BRASS DISK IN TOP OF CURB AT NORTH ENG OF CIIRB RETURN . �• — Q � > �o tf a N 8 9 /C> // 12 /3 �'4 /5 / 6 !7 N /8 '�6NSTRUCT/ON NOTES 'vi/vE,?Y R/OGE OR. SAT U TERN DR, �' EXIST. S. i� ,O 26 - �,I.' _._ I /'�\ _�-I II L1 �` r /�\ t/':/�� PROTECT IN :PLACE PROP, F. S. J I ' , I .I J ` I v O '2J I �`/ l 9 F-- REMOVE. TREE STUMP ` J REMOVE EXISTING P, CC .IMPROVEMENTS' O:/O' It 12' ' {;.. ill PROP O./O I 1 i r C•• (� �( 6 EXCAVATE B GRADE PER SECTIONS /s JOIN EXIST. C. BG. ` J (/ �} --- 23 A.C. OVERLAY t I _ ( -.t �^-5 11II � J v)— I 12' I� O t 52.6 ! 1 ea't) I 7 CONSTR. 8"P.CC. CURB 6 24"GUTTER PER 01TY STD, 303 f 1I � I I( COLD PLANE 1 I TCa(28. 1/) 4 ,y' tt � JOIN EXIST. C.BG. jt i I111J u I FL = (27. 501 m a ! 0 449.3 � O /—"-" CONSTR 8' PCC, CURB 9 /B" GUTTER PER DETAIL ON SHT. 2 COLD (PLANING DETAIL. L' a I Ij I Z I t 99)-- CONSTR. 4 PCC, SIDEWALK PER CITY STD's, 3/D B 3// �( f 3 Tc=(27.25/ F,L. (26,651 IO --- .^ONSTR. 4"P,C,C, WHEELCH'.:;R RAMP PER CITY STD.3I0 I,` I // __ � It �•' _ _ r e l SJ-C, DRIVEWAY PER CITY STD. 305 O C� 2 . !� . 3 ' W ? r..i • I r^ - CONSTR. 6„+_ l _ II � 4i�' •ti Q •-- -- �.� r` w I! t 111 ;,� !I m2 I �' VOR •�J ;nt , ` Ct I ' =-� 14 -- CONSTR. ,P,CC MODIFIED CROSSGUTTER PER CITYSTD.3O8 8 DETAIL SHT,2 y titi N�� 4i II 1 I 4W Q� y Cl` 3 I I tS h j 9, 5 h yh a` y 0 > C1 0l h`IQ 'I' �p of qin, q � I mi4'`.� �!� 1` N (7 CONSTR. . PIPE HA NO RAIL PER L.A.C.R.D. STD. .88-02 Q Z o So 22 PULVERIZE EXISTING PAVEMENT 4. W m N @2 x �;Z 2 I •11 j m M ��� QUO 4 9 b ",� i' /O x q �'3 23— COLD PLANE EXISTING PAVEMENT PERDETA/L SHT. 2 c a Q O W A17 W 0 c 1 f °-4 , O /0 c. 5 a CJ �. �. 26 FURNISH 8 PLACE 0,25'A,C. PAVEMENT 23 1 33 , �' �FURNISH B PLACE 0,33' A,C. PAVEMENT I !I! -- - .�-f -; ZB FURNISH B'PLACE O,/0' A,C. OVERLAP- ' —�-• :. I L- 1 �h J4 = 0� --- W�.-f _--t-p - � aw _reE j:. .:..c ��!': -. --• '. _. .Ton -�� _ 30 FURNISH 8 PLACE VARIABL E A.C.. OVERLAY — -- t __ M __'�—_ 3 G -- - __. � ..+�,•r.. ^� 1. __. _ �. - - _ �� _. - 6..5 _ _ - �� ' _ � f�. 28 \y 34 �M \ '4 N � �n /4 34 _ �. • .•f 33 I O 22 . �� S 7 � W 33 A.O._/�;�i WATER .VALVE COVER TO GRADE_ o; 13f 55.95 -. 28 2 8S : /6f-.I6 07 ----- �`- i� o a 34 QD,IUST SEWER hfQNHOLE COVER TO GRADE PER CITY STD, 512 o FEATHER EDGE ` \ NI 1 _ -- /6"� \ � N \ � 33 _ -' � 35. FURNISH &PLACE PAVEMENT TRANSITION SIGNING PER CITY STD. 406 6 27 r--=,cam•. f�----F t `-•-E.-3- ----`. ^^..E =_3. - ----- r--•—£ ,----.,.1:3_'- C'., --_' _�... �.-"i -----j--.. V.._'_ RECOhS`TR. SURVEY MONUMENT PER Cl. S 6y o/6cit,.i ' u u � STD. I f � CUR VEDATA I A 9/043.'32 88C16'.28„ SCAL E : I "= 40' R 25 25' L 49. 02' 38, 52' T 25.76' 24, 26' 34 X REDUCED PLAN; Q I 2 3 k-10HRS ON ORIGINAL PLAN z 2 33 SA IV BEfRNARD11V0 O � V O m m TYPICAL SECTION TAB-E ITH RSIDE Sourh, SIDE STATION�TOIOSTArfONT SEEAV SECTION SEE SEOTION /0486 TO 14f75 A -A' 8- 8' 14,195 TO 17455.1 'C-C' 174-55.1TO 184OO IC -4' F-F' HANDRAIL WHERE SHOWN - R/W 5" �/f , 0.50' PROP, 4"Rt'.0 n S/OEWAL/C , -h io ��i. -'- EXIST. GROUND 2: / SLOPE 6' DETAIL �4 h c� I RoI"! p 23 30 � +J me 2 � C�i6V2 Z3 m o o -4 \ = 1., U �t�WW m Q ZvZsaa Cor aleli "ee. /O`3-3¢- .ETwl DESCRIPTION OF REVISION ctRY DATE APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE SAN BERNARDINO ROAD 380' V'J/O ►NINERYRIDGE ROAD TO s;rA. /84-oo _ APPROVED BY ' DATE CITY ENGINEERI� ZA,9� R.C,r. No.23889 DESIGN PLA S 'PREPARED BY'- RECn"ENDED ( 1420 AA-EHAVE 9AN7AANA, OAL.92705 SHELT DRAWN (714) 547•--6375 /L CONSULTING CM/,I-EN' E RS Gc� No. -I F CHECKED DRAWING No, R.C. E. 19442 CATE 2EL/-- _____ FILE No, 889 _�4 43.27 41,55 r BENCH MARL: 17-8 FLEV ;= 1205, 224 POR. 1(';) ' V C O, C. 0. C. ~. AT lV<K! COR. V/NEYARb E' FUOTHiLL BGVD. P, 1/, /. = 24,555 Z 4327 41,5,5' 32' WIC k VINEYARD AVE. AND 77'N/0 IF ti V O.0 GFOOTHILL BLVD. BRASS DISK I/. TOP OF ai CURB AT iVORTH END OF C41RB RETURN. ot 43, 27 �i 4 ti cy J Ci k 1. 4 N Z \ D. C. - h 4i N N yp b so h k) `, Oy W 4i y m V cd N �dehto hl I \ M ` dN N . -. m dO h 1 q1 to QD s0) N O ._ _NN ' cm4.0.576 Q? 0.346' TC, YiSPROP+O.346%O.5629%0.302 %PROPrCN/S 0,34 % EXIST TC. N/S i _ N ry h v - PROP, T.C. NIS N c� �P , EXIST, T,C, NIS 22O I N �; w a �ry � Nl� I22d NjjL I -tG?, 839 9c � PROP. , . S. h p h Id �dt` d d V` Kl d 4� -to 1225 --- N "cy � ! N\ +0.20N%01 `.b 34% 1225 +Q78%PROP S. _ .._. -0.24 95 - ` h c^ I2e''O N N N "� M h_ N ro_ d h M �o M - N N, N N d h."2O N EXIST, F-S. %. n I,a� EX)sr. T.c: -L C. F HT 122TRANS. h N �UW. \N PROPT C. E 1/225NuPROP TC. 8/S 0./93°EXISTT.C. S/S' O.GI% +1.47% s -` -� } ^0.63 % -F 0.40 % N 0.193`% _ 0. 2/37 INv m N aI+j Nt g O -0.20%^tO ��ti: C -.2/37 _ - h ICO N ki O N N N iv 6 tb N M c� 4i m v ` N PC) d N n: � � -J � � -� � N Qj . M N ? N N q +n+y � Q, d ^ \ N N N V Ri h N 41, 55' d o ti 0. C. g HOR/Z. : I „= 40' Z q• " I: O N PROFIL E SCAL E 0'i NI .h L IOY 5 y rR- OFIL c ERT //_d N N /8 19 2v 21 23 25 ` 26 27 26 C ,✓ 2 _ 4O . ¢, SP/.NEL AVE. LION Sr ° � I _ CONS rRUCMIN NOTES_ -r (\3} - I, J�J1 -�, _� 3D :, _ J�l.�, f! rr _ 2,J �J ~ .1J J\j �/� 30' 30 !� r . ^t.7l7.00 I /2' /8' i 18' i.,•� 12' SAJt'CUT 8 JOIN T NOTE : 1 / F - PROTECT IN PLACE _ /2 /8' /8 /2 �'- SEE SKEET B FOR ¢ �J REMOVE TREE STUMP PAVEMENT ;: 1 STORM DRAIN. I Iz' I Iz' f' 1 rz' Iz / f 56.9 NEAfOV£ EK/5,:/NG P.C.C, /MPROYEAJ£NTS JOIN EXIST, C. B G, ✓V/N EX/.iT. C, BG, I 1 J SQWCUT 8 JOiN CURB, \✓ I GUTTER 9 DR/ v;`.WAY '� F p J S¢;8 I I 0471 . T I 14 (6 F - EXCAVATE 8 GRADE PER SECTIONS T.a = (24.50) F.L. (23.69) } {I I T.C. _ (24.55) F.L.a (23.93) ADD 8 TO E.tJST. D.W. /�\ 3 p 1 { JO/Po EXIST. C.9G. W = 24` ( T F-- CONSTR. 8"P-C,C CURB 8 A4".GUTTER FER C/tY•^rn, gnq H �J w 9 I O'`75.5 `3 m // �I r 88 -- CONSTR. 8 P,C.C. CURB 9 M' GUTTER PER DETAIL ON SHT. 2 7 T �x _ r 2 / r/ /2.75 // •1J- r 2 ( 9 1-- CONSTR, 4 P.C.0 SlmmL f l ER an STD!. 3/0 B 311 ` v " 22 ii {V - 16, 2 e _ �) \✓ Z` �l ^) �) mZ i;=, �W D ci2 �) -�)� �'I �1 (�-� / /0 - CONSTR.4"P.C.G_ WHEELCNAIk RAMP PER CITY STD 3/0 0 p \� \ / J _i /1 CONSTR. 6" P.CC. 47RIVEWAY PER CITY STD, 305 /O F U 6 - mFENCE r, ,o N 'I• W U 'I'. y C �. ti m I 3 T! I iy 4 B J m ! )t /4 MN3M. P.C•L, MODIFIED CROSS6UTTE,4 PER CITY STD.3088 DETi.!LON SHT.2 •{I h W 2U I h WIt 22} - PULVERIZE Et/STING PAVEMENT t N(((?a ,w y�� I 9 W ,ww(/25 - - - COLD PLANE EXISTING FAVEAJENT ,PER DETAIL vN SHT. 2 M i, o u w T� 7 U I I t A Oi �m 5 ; 1 cW A < © N/D ? I d a I II i 26 -- FURNISH B PLACE 0.23`A.C. PAVEME°NT a - !O �Ij j 4 r T 5 9 7 6j v I a I 27 FURNISH 8 PLACE O3.' A.C. PAAVEMENT 4 S I 4 -�o „ P I y 9 I 23 c\ I_ 30 I /0 c 5 I b ,... 1 23 30 ( 34 I 36g: ! O -- - fi 1 I h ` ] - U, C BLSER Q FURNISH 8 L VAR/ A.C.0 L ,' 7• , �^ f' i• -' -� ''� -� .:." d 3� -ADJUST WATER VALV COVER iJ G 2 - 4 cw • c. - c nr:a. �" * • . wows + n v ? / 'i- - A E £R RAGE W. ^ � O -- -- .- --•- - -' - - a j„s •„__� ` _ 34 - ADJUST -SEWER MAN,YOLE COVER 7 GRADE PER CITY STD, 3.2 c.� e s Ot00 N' s A s w M N _n 25tY0 - _- - _ -1. a 5 /4 i 3 -: 5 I W N b 36 --- - RECONSTR, SURVEY AIONUMF.NT PER CITY STD. 70$ (6y a/dxr<J -j 2 26 9 ��zo � __. z1 �2 26 1F2 - e3 2s :z2 2 26-- _ t 22 26 �y 5 1 4 Q V~ _ __L�.,._,- L-� - - Dd •S t ow. �_ P . . 11 23 33 23 30 33 U 3G 5 8 36 I 33 1 5 8 4 _ v p 5 l 8 I W 3O ,BAN BERG' I RD/NO a ' I ROACH L , - ' p -; I 23SK its eon i d a E N Z V` ,c N !,•�I I I !I I '� N N W b ti rt /�J )} 1 °o /�+ I o A/ N iic;� �a •1�. //J O b I a � lZce�m I � JOIN EX/5/: G 8 G. ✓0/N EXIST. TYPICAL SECTION TAFL E _ } j �C' NOTE: SEE SHEET 8 FOR STORN DRAIN C1I _ _ CURVE DATA SCALE.' / "'-40' 3o x REDUCED PLANS 0 I 2 3 t Y,Y,, i, ci, t, t i i l i j,�•( �.. i -" 3 INCHES ON ORIGINAL PLAN i�NO. d R L r Q 91'149'26 T :7' 43. 27' 27, b67 O 8a010'3,; e"7' 4/. 55' 26.e5' O 88°18'17" 27' 41. 61' 26,21, 27• fi3' O 91 °41'<43" 27' 42.74' LOCATION - STATION TO STATION /8t00 TO I8+6L29 10+-61.29T0i9-1-51.33 NORM SIDE SEE SECT/ON 'C -c 'C-C' SOUTH S/DE SEE SECTr� N 'F-F' F-F' 19+5433 TO 21t6G.8T0 22'F19.4 'C-C' r-r 2c^f-19,f rO 24•/-i'70./- 'C-C' 'O-D'' 24V-00. I i D 26I• 70 'G - G ' 'D - G ' 26 1-70 TO �8+00 G- G' r- F'` 1 - 04 1•, /2' 0 V• 51. 9 aC, =(22,851 FL,=(22.20/ :' ( r`.C. = (22.89, 12 i l 1 /8 -;118 /'' r2 I ORANGEWOOD DR. Q. Edyeq C .s✓diTJ' >ddd,�RC,"�/t?GG Iro fG � .�'>o.'/rT� /O :Y' 8¢ I Bk7f.� + c ITY DESCRIPTION OF REVISION - DATE APPRROVED. CITY OF RANCHO CUCAMONGA PLAN AND PROFILE S n � - �i -- t�RNARDINO ROAD 3T-1 M V /8- - C70 TO S WIGN 284- OO APPROVED BY �- DATE A''• c! �+ CITY ENGINE ; _ R:C.E, No. 23889 r�ESIGN PLA10S PREPAFr`ED BY RECOM ENDED 1420 E. EDINGER AVEORAWN SANTA ANA,cat b27o5 S.1EET @51 (114) 547 -G374 4 / OF -.•- - CON4ULTING CIVIL E�RS CHECKED 7%R.C,E. - G.I9442 DRAWING No. _ DATE 8-31-8 FILE No. 889