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I - "T U N _T- -4- J_ t rM T-1 T__ _4 4 0C t CIJR$R--!R + D�l E R -4------ + i I i 4- + t f U PROFILE SCALE + —C 4-- + + PBL F E.10�t FILE L�_, PROFILE SCALE _t -j- t j- H OR: 1 in 10 ft 41 HOR: 1 in 40 ft VERT: 1 in 4 ft — ------ t ------- - VERT: 1 in 4 ft t ------- - 2' MIN OR AS SAWCUT AND 6+00 7+00 8+00 9+00 10+00 11 +00 '12+00 DIRECTED REMOVE EXISTING CURB RETURN DATA PAVEMENT AS NO. R T O SHOWN ON 0.12 THICK PLANS ARHM OVERLAY 0 90100'32* 13.00, 13.00, 20.42' CONSTRUCTION NOTES OVERLAY To 89059'29" 13.00' 13.00' 20.42' PH. H0. 16139 MATCH EXISTING_� CONSTRUCT 0.33' AC PAVEMENT (6TH CHARLES SMITH) 0.42' AC PAVEMENT (ROCHESTER) OVER 0.5' 87'07'14* 35.00' 33.28' 53.22' AGGREGATE BASE REFERENCE GENERAL NOTES I AND 10. EXIS IN XEM T NEW PAIVAEM CONSTRUCT 0.12' ASPHALT RUBBER HOT MIX TO REPLACE EXISTING ARHM (6TH STREET) OD 9Y33'28's 35.00' 37.24' 57.15' CONSTRUCT 01-8 A.C. CURB PER CITY OF RANCHO CUCAMONGA STD. 104. UE6 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLANS 103 AND 114 9U25'28' 37.00' 37.28' 58.39' co CONSTRUCT ACCESS RAMP OVERLAY JOIN DETAIL X 8 • • 8938,091, 37.00' 36.74' 57.86# 2 :) X CONSTRUCT 35' DRIVEWAY APPROACH TYPE C 0 + + REMOVE EXISTING A.C. PAVEMENT 1-1 00 z 8 t- 3 8 w REMOVE EXISTING CURB m >'S PARCEL I r11 o OM PARCEL 2 PARCEL 3 66 0� w 0 REMOVE EXISTING A.C. DIKE w I- CONSTRUCT 8" CURB AND GUTTER A2-8 z(j 0 + tj CONSTRUCT 8' CURB PER CITY OF RANCHO CUCAMONGA STD 104 Al-8 Cd N 00 Uiz �j + + t-. 00 0 1 ROCHESTER AVE. + + 0 z V_ zQ 13 COLD PLANE AND OVERLAY EXISTING A.C. 0.12' MINIMUM THICKNESS WITH A.R.H.M. (0 �0 0 - N &—INSTALL STREET TREES PER NOTES AND LEGEND ON SHT. 1 MATCHLINE SEE SHEET 4 'Q� EXIST R/W +90 0 Ln I a . 8 0 _ 7—INSTALL 9500 LUMEN H.P.S.V. STREET UGHT (INSTALLED BY SCE, PAID AND COORDINATED BY DEVELOPER) 13 00 CHARLES SMITH AVE. m + SAWCUT PER DETAIL, SHT. 2 STA. 1+82.00: ECR Oq 2 1 MATCHLINE SEE SHEET 3 CONSTRUCT 4' WIDE P.C.C. CURVILINER SIDEWALK V C 14 CONSTRUCT CONCRETE PAVERS PER DETAIL ON SHT. 2 1.4 ; F 7 REMOVE EXISTING PALM TREES Ty REMOVE EXISTING MEDIAN CURB AND AC PAVEMENT AND, CONSTRUCT MEDIAN FLARE PER DETAIL N m I C TAPER .f � now now z ON SHEET 2 AND CITY OF RANCHO CUCAMONGA STD. NO. 104 Al-6. ,FUTURE CURB AND GUTTER INSTALL TYPE K MARKER + 0 6 ISTING CU CUT z 7F- -------11+00.00 (91 SIXTH ST.- A AC OUT FOR N lu— PROE?OSF[) AN G 14 N% -I leo. MODEL ORION 6_4 �Zymlgke EXISTIN07-CONC- ffi�- MATCH EXIST ;CURB - - - - - - - - - - Afb MANUFACTURER: PERMA CONCRETE I - - - _ -&-GUTTER JJJllCUTS. F - _-_-GURBL� - - - - - -EXISTING P.P. & VAULTS COLOR: BURST EXISTING 00 19 dix- PROTECT-IN-PLACE NOTE: INSTALL PER MANUFACTURERS V Typ. R- 1.5' 6+00 00 A.C. PAVEMENT 7V- -4tyltM /�_/VmW I 'A P, 2% `kf 1*1 flJge Iyu ;%.c F_`EXISTING E.P. WRITTEN INFORMATION SHEET AND 10, 19 >01 N8!Y45'25'E PROVIDE TO ENGINEERING INSPECTOR. THE INTERLOCKING PAVING STONE SHALL A ISTING ROADWAY HAVE SAND FILLED JOINTS ON A EXISTING 5 6.5' 15' (j STA. 11+56.97 COMPACTED SAND BED ON TOP OF 4* j CONC. CURB PCC BASE z f 2:!5) V I I ------- EXISTING R/W EXISTING C5. 0 doom FS mummmommo A.C.OEM Immummmommommome m . G� 4� �.viola, NFUTURE CURB AND GUTTER �60� �4.W� A.C. PAVEMENT EXISTING I I MEDIAN ISLAND PAVING STONE DETAIL A.C. DIKE FUTURE CURB 601 Al I AN UTTE All/ I�FUTURE R/W 4+18.57 BC MEDIAN FLARE DETAIL EXISTING R 4+17.58 EC 13'- Op ROCHESTER CITY N.T.S. D CHARLES SMITH AVE. DESCRIPTION OF REVISION DATE 0 a W LU APPROVED COURT SEE SHEET 5 cq!i C"A r- (0001 g CITY OF RANCHO CUCAMONGA oiz0 SIXTH STREET QQ STA. 6+07.05: SIXTH ST.= 02013 + H TE AV 0 co w szz S1A. 1+00.00: ROC + wx STREET IMPROVEMENT PLANS (3. _j Dw < SIXTH STREET Cq 4 11Z 1*16 z FROM STA. 6+07.06 TO STA. 12+00.00± + 6z +93 +60 0 R 0 W2006-00371 BENCHMARK: BASIS OF BEARING: 01- Underground Service Alert APPROVED BY. OATEId W. CITY ENGINEER — R.C.E. No. SCALE: 1 40' S" W. Call: TOLL FREE C 38463 800 EXP. 3-31-07 EV Southland En inee ' 9 RE00k4"ENDE1). SEE SHEET 1 SEE SHEET 1 0 20 40-0 1200 160' q,200 BUSINESS WAY, Ste. loo � 1 -800 1 1 1 OF C RAWN BY- RI RSIDE, CA. 92,501 SHEEr '�4 T T_ tui` T_ _T F 0. T - 227-2600 AR/NU 788-8488 2 or 1K oru+wll� No. TWO WORKING DAYS BEFORE YOU DIG ECKEO BY- E. No* 38463 JH DATE FILE No. 0 + --------- _._T__r -__ � - �T __. _.__'.,._ ( + f A t f 4- 4------- f f --- riE?I .. ;i- _��i,i _. T 4- 0 LLJ LL + -4- + 00 + 4. '4__4 C2ti. - - - I - _1 1 0 -�z --1.___�------ x 01 i - 5 .4 4_4 _4_ 04 w t + 0 0 4�Z _4 t x �uu qu + I< ---- - -- I ; ; ___4_ 4 :n-T 4- 0` C1 _-4 + PR 9( 4 4 U) CU , (X 44-.44-- P�SQ_ TOP- OF Uj SA4%, 9-AA L7 IiI fiIirf Vj PAOPOS�Jb RAPE 1 4) V w i i _44- ------- th Cq C11 0 j "1;iy:- tk!ii 1pmA�..� _-t _r!t- +r{ii ..!�� i, �#3�it�".i_3-_}_T..i,E,f€�P!!i t J_._..__U��itY.�__�_���„i}6 i.__._ ;r-r i1 -�O�d._n..��+�}ri,1i� .�,n...,._`__•+_-<_._,._..��T.3(t€1E�.¢, ik LLI .... PR�PO E 0 T OF t q) CU�a T2 s. 8 8 -nP T_ -4 is aT .4 _+ 6 V I U_ cN J_ L 0 ._P�.��.",�€t i�iJ iC ED F 0 + 4- %jV1 I L .1VC 0-f N6 ------- ---- 4 ORR R� TU R, PA= t U_ f 411 -4 ----------- 00 _4 W 9 __4 ---------- t f A .0 jr, A T_ C11 771, J0 ------ + + -- ----- -- ---- EO SHE11- 4- -- ----- ------- + + ce IF- ------ fXISTING g- - f -, t _ --_4--_ _ - - i- __ I - + __T- 'E CNT L1 IE f _��i}" -- - ----- co 4- + C14 w 4 S, ��oQet _T f �44 L v 10 + OP _4 4 __'i 0 + -- -------- + 0*0 r- z5a --------------- 4_ _4 < p, w 4-44--_ ....... r� w J -Fr-T-----T- _T_ ------I I i i__4 14 C 0- A f 4 4 L �R�PO SEC-EDGE'OF PAVEM T-*T1 2! Rl' -j J_ URI RETURNS_ C14 0 P6§E6' GFADI' ASTA,9 A T PROFILE SCALE ------ + PROFILE SCALE T_ J__ 4- HORZ: 1 In _ 40 f t HOR: 1 in 10 ft VERT: 1 in = 4 ft + -4_ -A VERT: 1 in 4 ft IN 1711 9 CURB RETURN DATA 5+00 6+00 7+00 8+00 +00 10+00 11 +00 12+00 13+00 NO. R T L 8 9- 91.09'01 10.50' 10.71 16.70' 6 PARCEL MAP 18139 41 93-22'53* 10.50' 11.14' 17.11PARCEL 3 12+37.73 1 CHARLES SMITH AVE X\ =9+83.68 t ROCHESTER AVE Q 93117'14" 10.50' 11.12' 17.10' 9Y34'52" 10.50' 11.18' 17.15' L & CURVE DATA PARCEL 6 x C14 FOR CATCH BASINS, 6 9 PARCEL 5 NO. R T L c SEE STORM DRAIN A 0) ZIA PLAN, SHEET 8 0) In >1 W) NO OBSTRUCTIONS (3 10'09'49* 533.00' 47.40' 94.55' �? N THIS AREA x 10`09'49* 522.00' 48.42' 92.60' 9-5 0 A 13'02'35" 500.00' 57.16' 113.82' cm PROPOSED 10 WATER Ci n TYP. b 2325,030 487.00' 98.79' 190.87' + C, w + Ri° POSED 15,08*48* 478.00' 63.55' 126.36' 4 rRIW 49*48'29* 500.00' 231.96' 4,34.37' w w 19,59,05" 478.00' 84.22' 166.73' 0) 00 Ll� - Lb 487.00 ROPOSED 21'29'26" 88,62# 175.16' z 12 RI If M 3 EXISTING \W 41044'07" 512.00' 195.18' 372.95' -1koo" NZ EXISTING 90 IF R/W 10- �ATER 09*24'0 467.00' 38.40' 76.64' ..Woo I a-f 00 ND 59 n;42-,TAPER E R 47633'04* 5 2,34.81- R 33.00 r 442.3 OW Ar CONSTRUCTION NOTES: X, .0 %--PROPOSED EP A . ss-1t-m .V- -7 0__ CONSTRUCT 0.33' AC PAVEMENT (8TH CHARLES SMITH) 0.42- AC PAVEMENT (ROCHESTER) OVER 0.5 AGGREGATE BASE REFERENCE GENERAL NOTES I AND 10. GO CONSTRUCT 01-8 AC CURB PER CITY OF RANCHO CUCAMONGA STD. 104. EXIST. 8- 7wz CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLANS 103 AND 114 EXIPz . SSMH FUEL-Oy T.-F.F CONSTRUCT 35' DRIVEWAY APPROACH TYPE C UNE EXISTING PROTECT-IN-PLACE :1 FX IST. 1.5- RAW EXIST. SSMH EXISTING 8 CONSTRUCT LOCAL DEPRESSION CASE "E" Cq + SEWER GRADE TO DRAIN JOIN EXIST. 63sp 40' MWD q 4. Ill: 9 REMOVE EXISTING AC PAVEMENT (; EXIST. P.P. P.I.P. + EXISTING GRADE STORM DRAIN EASEMENT REMOVE EXISTING CURB w 1 9 e PROTECT-IN-PLACE I REMOVE EXISTING AC DIKE i z Z4 CONSTRUCT 8" CURB AND GUTTER A2-8 -4) (3 C'4 0229-271-034 CITY DESCRIPTION OF REVISION DATE Cd 0 W APPROVED CNI CHARLES SMITH AVENUE 3P F AF_ 14 INSTALL STREET TREES PER NOTES AND LEGEND ON SHT. 1 (14 4 0 SCALE. 1 40' 11 INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT (INSTALLED BY SCE, PAID AND 0) EXIST. STORM DRAIN INLET P.I.P. DURING + CITY OF RANCHO CUCAMONGA COORDINATED BY DEVELOPER) STREET CONSTRUCTION AND AFTER STREET to INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT (INSTALLED BY SCE, PAID AND CNI CONSTRUCTION PLUG AND CAP PER CITY 0 0 20' 40' 80' 120 1,60' COORDINATED BY DEVELOPER) ENGINEER DIRECTION % I I + 01 . STREET IMPROVEMENT PLAN .4 A 8 0 CHARLES SMITH AVENUE cs 0 + FROM STA. 5+79.15 TO STA. 12+37.73 % BENCHMARK: BASIS OF BEARING: R0W2006 00311 Underground Service Alert APPROVED BY: OAT EMS 3 CITY ENGINEER , v R.C.E. No. 011 Call: TOLL FREE SIGN fff- RECOMMENDED. 0 14 EV Southland Engineedng SEE SHEET I SEE SHEET 1 NO. 2200 BUSINESS WAY, Ste, 100 1 -800 * 9 C 38483 )RAWN BY- z ....... * 11". 3-31-07 * RIVERSIDE, CA. 92501 SHEET 227-2600 AM "-8488 3 OF 7 f 0 KA 4 F# CURB RETURNS 0. CURB RETURNS OP C ECKED BY- 3846.3 DRAWING NO- TWO WORKING DAYS BEFORE YOU DIG H0RZ_: 1 in = 20 ft HORZ: 1 in = 20 ft JH W�-C.E. 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'. _' _ _ - F i . , } i { F _ f. _ - _ _ _ VERT. 1 In 4 ft ff----'j"- __._-. ___._ __ , t - } }j( 1+ t r + t t � i ! t i i i ! I i i i I i i i i i I i i ! i S i I i ( I i I I c I I { I I i I I S i { i 1 I l i 1 i i i i J i 1 +00 ' 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 r CURVE DATA EXIST. R/W IN W T TAP N0. R T L STA. 6+45.25: EC EXIST 12" 0 EXIST. 12" WATER EXIST. EXIST. ATE U O 53 16 06 350.00 175.53 325.40 9 1 18 STA. 4+18.02: _ - - _ _ _ • • • • EXISTING 1 R M MWD • � � � EN SAW CU �- � �- -_-_ i _ \ . \ CONIC WATER MAIN STA. 9+83.68: • (� CHARLES ROCHESTER Ai ENUE� TH AVENUE I © 19'54'48" 314.00' 55.12' 109.13' BEGIN NEW A.C. =,2'w �- ' BEGIN A.C. REMOVAL i -- -_ _ \ � , 13 C 53'18'08" 300.00' 150.45' 278.91' \ / �, � EXSVNG Cacti - ,Y � \ ELEVATE V_ - __ _____ _fz -= � \% EXIST. STA. 12+17.43 @D 05'17'58" 314.00' 14.53' 29.04' \ / SAWCUT 6 00 TO MATS�x�sr. H• VO �4 ' RT 12 10 BEGIN NEW C&END EXIST CdtG 0 � p0 7+ NEW GRADE p - 8 EXISTING GUTTER TCH O 95'56'00" 14.00' 15.53' 23.44' 5 CORNER O 96'07'14" 14.00' 15.58' 23.49' tprr ♦� AUT \ \ L PROPOSED '� �0 \ \ STA. +89.46: BC " © 89'58'31" 14.00' 14.00' 21.99' � �'B� i � 9+ 2 1 E F •� t, SAWCUT 10 WTR. o 8T59'4.5* 14.00 14.00 21.99 8 p0 °° fX►S17NG R 11 . �� k tlr�. r r.. i� 1 ® � UNE 1 10 93'11'41" 35.00' 37.01' 56.93' sem' _ -_- - G "� i - \ `4; r -'_. rte-`. .a. ., J 26!42'1 9" 386.00' 91.62' 179.91' STA. 3+19.86: BC_ 11 - H 12 SIGHT UNE 4 o o I , '� I � OK 8950'44 35.00 29.81 49.39 y I EY 1 a 9 © 52'50'58" 350.00' 173.93' 322.84' _ £ r 15 ST.LT. ,. 4 P• 15 s '% r r h► K ` n�-7A- O �j / pp It\G uN 3 ' 3 \ s 'r• `, T_ \ \ NOTE: i"RANSITION A.C. j�� x, / -yx S , ' `"` FROM/FL TO MATCH ' - 16- , ,1 - m 3 ' 3 a MATCHLItV \ EXISTING A.C. 10' ti G• 3+94 ST.LT. V- h , 0 z -1 Q � CHARLE E - EE HEFT 3 FROM CURB FACE / +` • '`�`� ~ G oUi +4 o Ii , $ s SMiTH AVE. 1104.21 TC -_. / bpd ��' '� .n 000 a a 3 '4 0 1103.54E L NO OBSTRUCTIONS d�' U q N �aG�C��L� 4 N � w • w ac / S WCUT f 4 IN THIS AREA 4 o'3 �" o / 6 Q i° ' ~w PARCEL����, C� $ M t A t SCALE: 1 " = 40' AI N _ N J r / , •. gC�3 qC�. M 4m Y d O .Y 20 S�0 80' 120' 1 Gl� + .i. Q�9 cp C7� �� ROCHESTER A UE .4 a Y CONSTRUCTION NOTES: '1�� / 14 PARCEL I p� � �� �� � . �r N &_ CONSTRUCT 0.33' AC PAVEMENT (8TH & CHARLES SMITH) 0.42' AC S TMP' PAVEMENT (ROCHESTER) OVER 0.5' AGGREGATE BASE <S .- 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 AND 114 y� t + $ �- C45NTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD 102 �. 1+83 ST.LT• 15 8 ^' A DESCRIPTION OF REVISION DATE CITY g CONSTRUCT 35' DRIVEWAY APPROACH TYPE C 10 APPROVED 9 REMOVE EXISTING A.C. PAVEMENT STA. 28TC- 4 BCR ` ` + . F t 1---l-7--i CITY OF RANCHO CUCAMONGA �11�10 REMOVE EXISTING CURB 1098.28TCN1097.$1Ft - 0' CIS ' REMOVE EXISTING A.C. DIKE GUTTER d � 1101.5351 1 10 C8 1 "' 0 12 CONSTRUCT 8" CURB AND GUTTER A2-8 - g STREET IMPROVEMENT PLANS 13 COLD PLANE AND OVERLAY EXISTING AC 0.12 MINIMUM THICKNESS WITH A.R.H.M. T _ GU N. 15 14 INSTALL 9500 LUMENSPER NOTES AND LEGEND ON H.P.S.V. STREET LIGHT (INSTALLED TBY SCE. f E 1 0" F F --� d ROCHESTER AVENUE PAID AND COORDINATED BY DEVELOPER) -• o" CF G H FROM STA. 1- 82.00 TO STA. 12+17.43 16 SAWCUT PER DETAIL, SHT. 2. 0� C -'J- 0` CF " CF m oc +n G ROWZO06-00379 o o pFEss r U a o OF A aD 4 �V L F IN O 0 BEARING:BENCHMARK: BASS U a AT E . . APPROVED Y: D tL •t l L3 Service Alert ,� Underground Se . V 9 V K r � �� '? •y, CITY ENGINEER �'�'-�G N U. t,. R. .E. o. M a1�0C a � 4. r jr o0 0 o 0 o Y `�v Q NO, SrA W. ncoMM�o: T o X483 Southland En ineenn Call: TOLL FREE o 0 0 0 * EXP. 3-31-07 * LOM 9 9 f� '� � - a 2200 BUSINESS WAY, Ste. 100 1 -800 7W SEE SHEET 1 5EE SHEET 1 w c2 o �''� r C PAWN BY' RIVERSIDE, CA. 92501 ��� CURB RETURNS op c�L'`�° LDM mc 788-8488 4 7 227-2600 CURB RETURNS HORZ• 1 in = 20 ft ECKED BY: DRAWNG NO. TWO WORKING DAYS BEFORE YOU DIG HORZ: 1 in = 20 ft JH DATE "3p" " _o FILE ENo.o 38463 2090 U U W EXISTING GROUND c _ k� oa 20" LT. Ln r1 0) a II ` w 0.40% t- - - tra _ g EXISTING T 22 50 VC w z WEST PER - PVI 1094.23 I UW LT- FUS OE PLANS C '' _� 1 U^910 LT EXISTING FINISHED EXISTING GROUND U) � w a _ ca a a �- T SURFACE AT 20 LT c� cd cnLOa a a V) a a _oa U • a r� co a cn ua ao cv �t- , a a u� ® co • a a _ 0 LO V ® + 1 a 1 _ 9 ai . + � 3 1 a� 6 a- tet- 7 6 a 0.40% EXISTING FINISHED __--- FINISHED SURFACE AT R SURFACE_.AT. PER SURFACE AT PER .� -- FUSCOE PLANS THESE PLANS EXISTING FINISHED --- SURFACE AT 10%�0%I U0% C'L- WILI UL EXISTING GROUND @ 20 RT. E- r� N _ LO rn a 0.72% 2 �-- ISTN I G TC @ 22 EAST PER FUSCO r-- 10`0 rh _ PLANS -1090 RT EXISTING FINISHED SURFACE AT 20 RT PROFILE SCALE HOR : 1 in 40 ft VERT: 1 in = 4 ft 0+00 1 +00 2+00 3+00 4+00 5+00 0+00 PARCEL MAP NO 8550 SIXTH STREET PM 90/90-91 ��•2 EXISTING SEE SHEET 2 STORM DRAIN PARCEL I E ` I 'f � 95.71 T g 30 ATER N 95.21 FS PARCEL 5 91.15 INVERT r �--� 6" C DIKE g g !� ' � � � g' ER i -- --- 0-g' CMP RISER CATCH BASIN 28 c E w PER CITY STD. DWG. NO. 311 � a r � ° N = 95.15 + , +00.00 CHARLES SMITH AVE.= i Uj " rn rn to . ;; 11+00.00 q SIXTH ST 1 CMP- INLET 95.75T 10+42.39 `�' 9W3STA. 1 +71.54 SIXHT ST. P.C.C. i95.25FS EXISTING CURB BCR ,/ , �. 9.50 LT. NORTH JOIN COLLAR- BCR EXISTING 63" STORM DRAIN 18" RCP AND GUTTER EXISTING W rrr .°� ?' ' t "' l r .• (1085,491NV. } 63 S.D. D-- 2500 95.15 1087. 61 NV. 18" LATERAL INLET 3" AC PAVING w GRADE TO - ------ - -acs _= � 1 DRAIN} _ f-cn 94.36TC 95.83TC - - EXISTING CURB ® �U-a 93.69FL • g , 95.16FL AND GUTTER _--== "_ "r 4+0� f�00.10'53"E 76% 1.91 Q 95.70 EXIST. EP oo+C a (94.32TC 94.23} " FS ____ �_ c' (93.65FL} ` FS V 96.22TC r , +Z -------- ________--__��- -� 95.55 r r ® 95.70T i� r r � 5.20FS co EXIST. =-"" EXISTING R z _ r � W 1�' 5"W oo+� PVMT ___ =- EXISITING CURB N _ � AND GUTTER ' 95. `' ` ' FUTURE TC w a X00 9 __ N _ ------------ n, -o---- � Egg AC DIKE It r r _--_- 0 It (� It EXI 3 i IL l/ �� , - s ' r r N r ___.,. -. l f r OLD i i � r IS SHEET XIST CHARLES SMITH AVE. ;i � °-' :5 6.20 r ` EXISTING 2 g r STORM DRAIN 11+56.41 ; 7'1 1 XISTING Zi-\--,-\ ECR r ER it n U AGUTTER STA. 11+94.00 ao JOIN EXISTING PAVING SCALE: 1" = 5' T-w SIXTH STREET +0 SEE SHEET 2 Z5 Zb tet- ADD C. .P. CATCH BASIN, REVISE A.C. REMOVAL, 1 GRINQ OVERLAY LIMITS AND ADD D AIL /06/0 -w Z-\ DESCRIPTION OF REVISION DATE C! APPROVED uHARLEZ'S Z03MITH AVENUE- SCALE.- 1 40' CITY OF RANCHO CUCAMONGA 0 20 40 0.0 120 160' STREET IMPROVEMENT PLAN CONSTRUCTION NOTES:- CHARLES SMITH AVENUE 1 CONSTRUCT 9.33' AC PAVEMENT (6TH & CHARLES SMITH) 0.42' AC PAVEMENT - -� (ROCHESTER) OVER 0.5' AGGREGATE ASE FROM STA. 00.00 REMOVE EXISTING AC PAVEMENT BENCHMARK: BASIS OF BEARING: 10 REMOVE EXISTING CURB Underground Service Alert11 -- REMOVE EXISTING A.C. DIKE APPROVED BY: p` DATE CITY ENGINEER '- ` R.C.E. N 13 -- COLD PLANE AND OVERLAY EXISTING A.C. - MINIMUM 0.12' THICKNESS WITH A. .H.M. gpFESjpN�� DESIGN BY: RECOMMENDED: ® Call: TOLL FRE 1 16 xW CRE®PER HAI DER HT. 2 tk-�, LDMSouthland p7tq� _800 SEE SHEET 1 SEE SHEET 1 22 REMOVE EXISTING TREES & SHRUBS w ®. ' DRAWN �r x'200 BUSINESS WAY, Ste. 100 27 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF STD. PLAN 333 94 C 58463 RIVERSIDE., CA. 92,501 28 CONSTRUCT TEMPORARY CMP CATCH BASIN PER CITY STD. PLAN 311 EXP. 3-31-09 LDM (951) 788-8488 of 7 ALLEN MARTI DATEL 81 D1 tp CHECKED . 38463 DRAWING Na. O WORKING DAYS BEFORE YOU DIG OF C JH R.C.E. No. 2090 DATE FILE No.