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HomeMy WebLinkAbout1625 BENCHMARK ELEV. 1020.952 "T F M PK NAIL IN TOP OF CURB LOCATED 6" NORTH OF SOUTHERLY 17' WIDE CATCH BASIN ON EAST SIDE OF ARCHIBALD AVENUE Cl.�J 'F.A Y O .A A.A_ C .A -,fO CUCA O.NA- GA NORTH OF 4TH STREET. NOTE: CITY SURVEYOR TO VERIFY ABOVE ELEVATION BASED UPON CITY BENCH MARK NO. 10008. 1" ROUND HEAD BOLT IN CONC. CURB STAMPED "S.B. Co. BM 01095" AT NORTHEAST CORNER OF 4TH STREET AND ARCHIBALD ARCHIBALD AVENUE, 1 FT. EAST OF BEGINNING OF CURB RETURN. r VENUE AND FOURTH STREE T ELEVATION 1020.126 - PRIOR TO ITS DESTRUCTION WITH THIS J PROJECT. N /E SHEET INDEX FROM 4TH STREET TO APPROX, 1500 FEET NORTH AND FROM ARCHIBALD AVENUE TO APPROX. 500 FEET EAST 1. TITLE SHEET - GENERAL NOTES 2. PLAN & PROFILE (ARCH. AVE.) 3. PLAN & PROFILEARCH. AVE.)( 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the 4. PLAN & PROFILE (4TH ST.) Standard Specifications for Public Works Construction, (Green Book), 1994 Edition, RANCHO CUCAMONGA 5. CHINO BASIN MANHOLE MODIFICATION Supplements. 6. LANDSCAPE AND IRRIGATION MODIFICATION PLAN 2. Public and private utilities and substructures shown hereon are from available records. The contractor shall be responsible for protecting all utilities and substructures as 7. SIGNING AND STRIPING PLAN shown within the construction limits of this project and shall be responsible for an > s P Y p j W, 8. TRAFFIC SIGNAL MODIFICATION PLAN w damage as a result of the construction operations. a W W 1!1 v 3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the followingFMTHILL >_VL utilities two working days prior to construction or regarding any problems. a CONSTRUCTION NOTES Southern California Edison Co. (909) 989-5861 >_ � --@ REMOVE AND SALVAGE MONUMENT SPOT LIGHT (SEE SHEET 6 OF 8). Southern California Gas Co. (909) 335-7712 �-- RELOCATE WATER VALVES, WATER METER, BACK FLOW PREVENTOR, General Telephone Co. (909) 469-6347 JERSEY AVE. WATER VAULTS, FIRE HYDRANT AND RELATED ITEMS (BY CCWD) Cucamonga County Water District (909) 987-2591 �-- RELOCATE GAS VALVES AND RELATED ITEMS (BY SCG) Metropolitan Water District ED ALVES 909) 392 2437 -IF- ems, STREET L VAULTS METERS PULL BOXES p ( -- RELOCATE STREET LIGHTS. ELECTICA Wiltel Business Network (909) 947-9441 Q AND RELATED ITEMS (BY SCE, SEE SCE PLAN)NOTE: TRAFFIC SIGNS SHALL REMAM ON POLE. Chino Basin Municipal Water District (909) 357-3884 �- MODIFY WASTE WATER VAULT AND RELATED ITEMS PER PLAN SHT. 5 OF 8. 4. For Inspection of this project, the Contractor shall Contact the Public Works Section I 7[:: 76" SMTF=M (D- PROTECT IN PLACE RE-LANSCAPE PER PLAN SHEET NO. L1 . at 477-2740 Ext. 2341 two working days prior to the required date. Ar DELETED FRITO LAY 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any 4th STREET4�- CONSTRUCT 4" P.C.C. PAVEMENT. construction or encroachment within any City of Rancho Cucamonga right-of-way. Ct5a-- REMOVE a REPLACE AFFECTED LANDSCAPING AND IRRIGATION IN LIKE 5 KIND. (g>-REMOVE AND DISPOSE EXISTING P.C.C. C&G SW SIGNS TREE LIC. ->o . 0-- CONSTRUCT TYPE (A2-8) P.C.C. CURB do GUTTER PER CITY STD. N0. 104. 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City 8& CONSTRUCT P.C.C. SIDEWALK PER CITY STD. NO. 103 AND 114. of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior 9a-- CONSTRUCT BUS BAY PER CITY STD NO 119. to construction indicatin9 any detourand/or nd/or road closures. vrcnvrTY � CONSTRUCT 0.40' A.C. PAVEMENT OVER 0.50' COURSE AGGREGATE BASE. Nar TO scuE CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 101 -C. 7. Contractor shall have a "Class A" Contractor Licence. CONSTRUCT 6" PCC CURB PER CITY STD. NO. 104. �-- ADJUST WATER VALVE, WATER METER TO GRADE. ADJUST MANHOLE TO GRADE. EXISTING SURVEY MONUMENTATION �- CONSTRUCT HANDICAP RAMP PER CITY STD NO 102. All existing survey monuments that will be disturbed by this project shall be referenced and N'LY 0.10' COLD PLANE do 0.10' A.C. OVERLAY TO MATCH EXISTING. reset by the Construction Surveyor in accordance with Section 8771 of the California R/W �-- REMOVE EXISTING GRATE AND DRAIN. Surveyors Act. Found monuments are shown on the plans and described as follows: 7' 71' �- CONSTRUCT 3" A.C. PAVEMENT OVER NATIVE GRADE. ME -� ®--- CONSTRUCT CURB do GUTTER TO MATCH EXISTING. Q}- CITY SURVEYOR TO PROVIDE A SWING TIE ON NEW NEC CURB RETURN FOR EXISTING MONUMENT AT 11' A VARA ES FROM 48' -60' INSTALL NEW STREET LIGHT 1600 LUMMEN HPSV (BY SCE.) INTERSECTION OF ARCHIBALD AVENUE AND 4TH STREET CENTERLINES AND FILE TIE NOTES WITH CITY. REMOVE TRAFFIC SIGNAL POLES PULL BOXES, CONTROLLER do SERVICE 1012' 6' CABINET PER TRAFFIC SIGNAL PLAN SHEET 8 OF 8. 51b 4_ � I �- VERIFY ELEVATION OF PROJECT BENCH MARK PRIOR TO DESTRUCTION 10 6 56 16 OF BENCH MARK 10008. CURVILINEAR SIDEWALK NOTE: Z - - - - - - 0�- REMOVE AND SALVAGE EXISTING SIGNS. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE 2.00% TO 19.25% 1.67% To 3. - � RELOCATE SIGN PER SIGNING AND STRIPING PLAN ON SHEET 7 OF 8. IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE 7 ° o �-- SEE SHEET 4. PUBLIC WORK INSPECTOR AND PROJECT ENGINEER PRIOR TO FINAL CONSTRUCTION. °° ° ° 0.1' OVERLAY SHALL BE DONE MONOTHICALLY TYPICAL CROSS SECTION 4TH STREET HORIZ. 1"=10' E'LY VERT. 1"= 2' � I ADJUST CURB e,ALIGNMENT SHTS. 1,3 4 (o�/�{�q8 R/W ��H 68 ELY DESCRIPTION OF REVISION DATE APPROVIM. 58'-68' R/W � 46' 22' CITY OF RANCHO CUCAMONGA 6' 12' 10' 12' 46 12 � TITLE SHEET 1n 0 6 2' 6, 5 - _ _ -- _ ' 12' 6 " 5 4. I _ _ - - - ARC H I BALD AVENUE AND 4TH STR EET 10 I 16 s _ - N E CORNER WIDENING _ _ O W 10 - - - � 9 9.60% TO 14.83% 0 2� 9.60% TO 14.83% FROM 4TH ST TO APPROX. 1500 FEET NORTH ro �� s. 12 STA. 23+14.00 TO FROM ARCHIBALD AVE TO APPROX. 500 FEET EAST STA. 30+02.00 APPROVED BY: - DATE: L . S 0 0 of ESS/ 0 0 0• o o° o 0- 00°° ° RCE: 2 953 8 Q Ak�� CITY ENGINEER GG�G� CY ° LEGEND. �, , ti F SHALL I w i p�p<wl PLAN PREPARED BY: IEOOM�lENDIM 0.1 OVERLAY d Q � r y 3 ONE MONOTHICALLY 0.1 OVERLAY SHALL PORTLAND CEMENT CONCRETE _ 'I BED No. 24953 RD/MA �¢/ BE DONE MONOTHICALLY � n � � CITY OF RANCHO CUCAMONGA � �, W HI 10500 CIVIC CENTER DRIVE °C�J° � Exp. 12-31-01 � � �� �T TYPICAL CROSS SECTION TYPICAL CROSS SECTION ® CAB # * , RANCHO CJCAMONGA, CA 91730 ® BUS BAY ARCH. AVE ARCHIBALD AVENUE PAVEMENT OVER 0.50 CAB ., CIV1%. .� MA 1 cs 4 0.40 AC P VE OF � / CHECM DMWNG Na HORIZ. 1»10' HORIZ. 1„10, 0.10' COLD PLANE AND 0.10' OVERLAY \�- i CH CAM ME 110 1625 VERT. 1 = 2 VERT. 1 = 2 PROJECT SHEET NO. 1 OF-8 EAST RW { BENCHMARK ELEv: 1020.952 z I -J - - - - -- - -- -- PK NAIL IN TOP OF CURB LOCATED 6' NORTH OF SOUTHERLY 17' WIDE CATCH BASIN ON EAST SIDE _ - OF ARCHIBALD AVENUE NORTH OF 4TH STREET. v yj M RE XI T. 6 - - - - - - - - _ - - - - - --- r 7 170 0 0 0. 0 0 0. 0 0 0 o c b o 0 0 - - - -- +- -+ _ SAWCUT & JOIN EXIST FT Tr-_ r _ EXIST CbG 16 EXIST CdcG - - /CU/& P - - -- - _ 6 R-8' S0 11 _ 7 2-6" CIP ABANDONED �' IN PLACE _ _ _ I tR�lll Doo aD.a a � + - - - - cV 0; N r-.Al N -- PER— — - - -- -- -- _._ - ._.. _ - -- - — --- --- —- -- -- --- - ._. - - - RIGN r - - - - - N � fyi 19 0 6 E' Lo, - MATCH EXIST 35' - MATCH EXIST RANSI O TRAISI O - I e" ��� eyo� IMPROVEMENT - - _ 1 ti N "IST. CATCH — BASIN 1 ►� y� — -- - -- _A;" tie• - �' m ',, r -- -- - W W W 9A`_T DRNEWAY 1 rrl • to N !r 16 - - - - — � � DETAIL - tD I SCALE 1"=20' CN C14 - - - 1 + _ F- CN Li - -- r � 1 GO + fit o . cq N F Y -- 6/4 - 5476 - - - - - - - - - - - HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 �= 4' — - - — — - - - -- - -- - - 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 CONSTRUCTION NOTES CONST. NOTES CONT. �— REMOVE AND SALVAGE MONUMENT SPOT LIGHT (SEE SHEET 6 OF 8) �— CONSTRUCT HANDICAP RAMP PER CITY STD NO 102. �- RELOCATE WATER VALVES, WATER METER, BACK FLOW PREVENTOR, 0.10' COLD PLANE & 0.10' A.C. OVERLAY TO MATCH EXISTING. WATER VAULTS, FIRE HYDRANT AND RELATED ITEMS (BY CCWD) �-- REMOVE EXISTING GRATE AND DRAIN. RELOCATE GAS VALVES AND RELATED ITEMS (BY SCG) it• I CONSTRUCT 3 A.C. PAVEMENT OVER ON NATIVE. y; RELOCATE STREET LIGHTS, ELECTICAL VAULTS, METERS, PULL BOXES CONSTRUCT CURB & GUTTER TO MATCH EXISTING. AND RELATED ITEMS BY SCE SEE SCE PLAN NOTE TRAFFIC SIGNS SHALL REMAIN ON CONTROLLER & SERVICE CABINET POLE REMOVE TRAFFIC SIGNAL POLE, P.B. CO @— MODIFY WASTE WATER METER VAULT AND RELATED ITEMS PER PLAN PER TRAFFIC SIGNAL PLAN SHEET 8 OF 8 I E I ( ) SHEET N0. 5 OF 8. ®-- VERIFY ELEVATION OF PROJECT BENCH MARK PRIOR TO DESTRUCTION o- PROTECT IN PLACE. i OF BENCH MARK 10008. ' REMOVE AND SALVAGE EXISTING SIGNS. RE-LANDSCAPE PER PLAN SHEET N0. L1. �— RELOCATE SIGN PER SIGNING AND STRIPING PLAN ON SHEET 7 OF 8. � CONSTRUCT 4" P.C.C. PAVEMENT i, REMOVE 81 REPLACE AFFECTED LANDSCAPING ,a IRRIGATION IN_I.IKE 81 KIND. ! ! I 6o- REMOVE AND DISPOSE OF EXISTING A.C. PVMT., P.C.C. C&G, SW, SIGNS, 4i ; I I �, ,, I TREES, ETC. CONSTRUCT TYPE (A2-8) P.C.C. CURB & GUTTER PER CITY STD. NO. 104. I � O 8o- CONSTRUCT P.C.C. SIDEWALK PER CITY STD. N0. 103 AND 114. O a— CONSTRUCT BUS BAY PER CITY STD NO 119. 1, 50' A.C. 0' CO _ GATE BASE. _ . R 101 C CONSTRUCT 6" PCN 1 CONSTRUCT AY APPROACH PER CI N I, -.-- --- - ----- ---- C CURB PER CIN ST NO 104. E - - -- . _ _ ... - - - - - - N M �--- ADJUST WATER VALVE, WATER METER TO GRADE. 1d_._ _ _ _# _. _ _ _.__4 ,,• .. _. & __.. _ _ . _ . _ .- -_ _._ _ _ . � ADJUST MANHOLE TO GRADE. 17+49.37 ARCHIBALD AVENUE i P MARK " ~ 10+D0.00 4TH STREET ! i � N 00 06' 21 W , �� —� - — - - - Ld - �— - - -� - - - - -I - - - - -� - - - - + - - - -24 0 - - - - 25 I L�1 17+00 18+d0 19+00 L� 20+00 21+0 22+00 23+00 d 1D W = 8 7 16 1D 10 23 6 9 23 6 1D I A 11 6 18 13 7 6 14 13 7 L+L.I 10 ., 6 - - - Luji ,t, J _. . ._ SEE TI H T r c ' 21 Z— S 22 v Tc o 1 P > �ccxt, •�i.s�, R=4 U ..—. co A. go 711 8T S ni * + 24 $ 5 5 } 2. �X 5 N G i n LAT +M 10+80.78! BCR .�, I n PP 3 ,� _ y _ . _. c A cG ExIST $ N x Y DESCRIPTION OF REVISION DATE MATC LINE I �1 ;. 1 , ,:�: x r x IMPROVEMENTS F SEE SHEET 4 III CITY OF RANCHO CUCAMONGA i I O MATCH EXIST. b - CD �.. • r A AVENUE PLAN & PROFILE i rn N I � ARCH I BALD DRNEWAY 1 II SEE DETAIL) ARCHIBALD AVENUE AND 4TH STREET w , I z N/E CORNER WIDENING I � 1 =40 FROM 4TH ST TO APPROX. 1500 FEET NORTH LEGEND: Q�oFE�s/ � CITYOVED BY:ENGINEER RCE:' 24953 CURVE DATA PORTLAND CEMENT CONCRETE ��o/\ `'%`�Z � F-�ti FREFAR Pi: �DM Q O R L T c� 9° 38' 45" 35' 54.76' 34.78' 0.40' AC PAVEMENT OVER 0.50' CAB n !3 �'�O' 2495 rn RD/MA CITY OF RANCHO CUCAMONGA a4z 4z A 8 - ' - 0 --- B 180 55' 29' 92.50' 30.55' 15.42' W ,050o CIVIC CENTER �Pr�F � Exp. t2-31-01 ,� �AINN �T 0.10' COLD PLANE AND 0.10' OVERLAY c'V`` * RANCHO CUCAMONGA, CA 9, '3C �� MA of C 12° 40' 49" 136.67' 30.25' 15.19' - -- --- - - iL D 12° 40' 49" 273.33' 60.49' 30.37' ® REMOVE EXISTING A.C. PAVEMENT. � of C���F a�acm N.� � °R""""c NO. 0 -__ CH DATE FU NO 1 fi25 PROJECT SHEET NO. 2 OF 8 EAST - -- - - BENCHMARK ELEV: 1020.952 - - - - - TED 6" PK NAIL IN TOP OF CURB LOCA NORTH OF - SOUTHERLY 17' WIDE CATCH BASIN ON EAST SIDE OF ARCHIBALD AVENUE NORTH OF 4TH STREET. - -- R€ XI T. 6 7 E 1ST A U. PA N 16 , t - - - 10 ol LL - - - 0 0" o 0 0 0 0 0 0 0 0 0 0 0 0 - — — - - --* III f I i i _r 0 0 0 0 0 0 0 0 ` o 0 i , - - - -- — - - — - - — - -- -- - - — - - -- - - - - SAWCUT do JOIN EXIST B �' 16 �- - - -- ---- EXISTING C&G - EXISTING C& f` - - pin ?� 19 t C4 � � 1~ � i 0• c;< 8 g - - 0, N b o s � 00 ry1 8 a c � p .i- _11 •..iJ �_ aW MATCH EXIST y� 12 W ATCH EXIST k W 6" PCC CURB iv Y + 12 6 PCC CURB p N W V c N N • - C . � W }LLj r. a w 35' T�qG L 0 �_ � � © y � + �, y- � DRIVEWAY #2 - - — - - - - - - — DETAI PROPOSED Eo L1P P F CURS - — ° _ - - ' + N N Qw SCALE 1"=20' +- —+ - — - -- - i -- — - - HORIZ. SCALE: 1 "=40: VERT. SCALE: 1 "= 4 - - _ - -- -- - - - -- - - - - - - - - -- - - 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 CONSTRUCTION NOTES CONST. NOTES CONT. �— REMOVE AND SALVAGE MONUMENT SPOT LIGHT (SEE SHEET 6 OF 8) CONSTRUCT HANDICAP RAMP PER CITY STD NO 102. RELOCATE WATER VALVES, WATER METER, BACK FLOW PREVENTOR, 0.10' COLD PLANE & 0.10' A.C. OVERLAY TO MATCH EXISTING. WATER VAULTS, FIRE HYDRANT AND RELATED ITEMS (BY CCWD) REMOVE EXISTING GRATE AND DRAIN. t ( — RELOCATE GAS VALVES AND RELATED ITEMS (BY SCG) CONSTRUCT 3" A.C. PAVEMENT OVER ON NATIVE. �- RELOCATE STREET LIGHTS, ELECTICAL VAULTS, METERS, PULL BOXES �-- CONSTRUCT CURB & GUTTER TO MATCH EXISTING. AND RELATED ITEMS (BY SCE, SEE SCE PLAN)NOTE:TRAFFIC SIGNS SHALLREMAN ON REMOVE TRAFFIC SIGNAL POLE, P.B. CONTROLLER & SERVICE CABINET MODIFY WASTE WATER METER VAULT AND RELATED ITEMS PER PLAN POLE, PER TRAFFIC SIGNAL PLAN (SHEET 8 OF 8) SHEET NO. 5 OF 8. �— VERIFY ELEVATION OF PROJECT BENCH MARK PRIOR TO DESTRUCTION (D- PROTECT IN PLACE. OF BENCH MARK 10008. �- REMOVE AND SALVAGE EXISTING SIGNS. RE-LANDSCAPE PER PLAN SHEET NO. L1. I& — RELOCATE SIGN PER SIGNING AND STRIPING PLAN ON SHEET 7 OF 8. � CONSTRUCT 4" P.C.C. PAVEMENT. 5a>— REMOVE 8� REPLACE AFFECTED LANDSCAPING AND IRRTGATbN IN.LIKE 8 KIND. 6o- REMOVE AND DISPOSE OF EXISTING A.C. PVMT., P.C.C. C&G, SW, SIGNS, TREES, ETC. CONSTRUCT TYPE (A2-8) P.C.C. CURB & GUTTER PER CITY STD. NO. 104. 0 8&- CONSTRUCT P.C.C. SIDEWALK PER CITY STD. NO. 103 AND 114. 0 � CONSTRUCT BUS BAY PER CITY STD NO 119. CONSTRUCT 0.50' A.C. PAVEMENT OVER 0.50' COURSE AGGREGATE BASE. 0 �,• „sY _ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 101 -C. TY STD NO. � - � . _ _ _._-_._. _ _ ._.._-- _ -- -._.._ _ _ _. __.._.__ ._ _ __.__�. _. _ .__....- _ _ ___-___ _ ._ ________ _ �._ _. _ ._-_. -. _ .- _ __... _ _ _.- -_._ _ _ __ _. _ -- -- „..�,•. . _ _ ____. - _ _ _.___. _ .- __..-__ _ . __.__. ._ _ __ ADJUST WATER VALVE, TER METER TO GRADE. 4• J CONSTRUCT I ADJUST MANHOLE TO GRADE. Q ~ B Z` W - - - - - -+-- - - - - -� - - - - - - -� - - - - - - -I - - - - �- - - - - 32+00 = 00 26+00 10 27+00 28+00 11 6 Z 1D 216 00 �8+00 31+00 3 6 10 S 13 i g I 7 1 C 2 1�\OFv `� Li - Z W - 12- r2 .. WE"'- ;y N'.��`. ---- y.--•. ` � �• - -. -. - _Y ..__ - ... _:_._. .._'.,. . ..._'1?+%7F' .._.. _ _ ,__-, IIS 6 _.... .. PP = PP S 15 R-100 -T4 •.:+ter �f' ^ter b _ _ .� - } V Z Q m _ 2 1E �I 1D I3 \ - 12 8 r ,x 24 1280 �v "_• .� •" � ` � ... i I L W ;It 12 12 8 12 5 + $: iW LLI I Z I ADJUST CURB ALIGNMENT L 114 '• t N N 3 ~ T' p, r", r. � '�. 3 is # ii I Of w i I . CITY W W 16 r r `� I U U I o DESCRIPTION OF REVISION DATE APPROMEU: ?' a 2 b 2 b b b a = b Em Z �, a Z b b o m SEE SHED 5WOFS8MANHOLE MODIFICATION ARCHIBALD 1B �" �� AVENUE ui uj m g CITY OF RANCHO CUCAMONGA B Zw Q DRIVEWAY 2 0 SEE DETAIL Z a- PLAN & PROFILE w � ARCHIBALD AVENUE AND 4TH • STREET V) ti w - N/E CORNER WIDENING N Q 1 -40 FROM 4TH ST TO APPROX. 1500 FEET NO T QaoFESS/ APPROVED BY: - DATE: l LEGEND: CITY ENGINEER RCE: 24953 PORTLAND CEMENT CONCRETE ,��• s DESM P-AN PREPARES B RECOMIMENDm 0.40' AC PAVEMENT OVER 0.50' CAB n NO. 24953 � RD/MA CITY OF RANCHO CUCAMONGAdlell (Q Z Exp. 12-31-01 DRAWN 10500 CIVIC CENTER DRIVE SHEEP MA RANCHO CUCAMONGA, CA 91730 2 � 0.10' COLD PLANE AND 0.10' OVERLAY cw%` � J ® REMOVE EXISTING A.C. PAVEMENT. OF CP,%-%f ' CHECM RZLE• No DRAW�c N0• CH DATE FU NO 1625 PROJECT SHEET N0. 3 OF 8 4 - - - - - - _ - - -- -- - - - - - -- - -- 52 - - - - - - - - - - - - PK NAIL IN TOP OF CURB LOCATED 6" NORTH OF - -- - - - - -- - -- - -- - _- - -- -- -- - -- - -- SOUTHERLY 17 WIDE CATCH BASIN ON EAST SIDE -- — --- -- -- - - -- - — - OF ARCHIBALD AVENUE NORTH OF 4TH STREET. - - - f , - _ - 4s_wrl _Tc_ - - - -- Q -- — - 7:77 - - - ci - - — -- - - -- - -e - - — -- cr -- �- - - - a ° -- - - -- — - _ # e-- _ - - -- -- — 4. - - - - HORIZ. SCALE: 1 W_ 0' - - -- - - -- - — -- - tt-VERT. SCALE: 1 "=4 -- - - - — - - — - -- - - _ 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 ---- ----- - CONSTRUCTION NOTES (2}- PROTECT IN PLACE. l I I 4a-CONSTRUCT 4" P.C.C. PAVEMENT I REMOVE a REPLACE AFFECTED LANDSCAPING a IRRIGATION IN LIKE a KIND. I i I 6 REMOVE AND DISPOSE OF EXISTING P.C.C. C&G, SIDEWALK, TREE, ETC. I CONSTRUCT TYPE (A2-8) P.C.C. CURB & GUTTER PER CITY STD. NO. 104. I! - �o ! ; I ( I CONSTRUCT 0.40' A.C. PAVEMENT OVER 0.50' COURSE AGGREGATE BASE. ,� .�� I I ( CONSTRUCT HANDICAP RAMP PER CITY STD NO 102. i1 j 's ��► 0.10' COLD PLANE & 0.10' A.C. OVERLAY. I ! I I RELOCATE SIGN PER SIGNING AND STRIPING PLAN ON SHEET 7 OF 8. !I ?I TTI '`` .w, wht� Z y 25 25 SEE DETAIL THIS SHEET. 2 2 Q 2 cq CL 0- + I 00 Q m a R s 1r $ a 3 II / � W 1 Vit` M IXI$T. SIDEWALK t:J S 6 is + ^ W tr 4- L I i 1 :'tfr :.lCliT 1"M bi '�G 4- L2 M r S 45 E — = S8 _ 2� 11-. ` d 21' 2� 1V�9° 3 2 4 -1N - - - i _ 9° E - ." I— - .— .- /.- ___ __ ­- ­. ­­ -, --- ­_ ­1 ­ � �W4 / --_ ­ I - i _ bL 0 6 7 1? 24 n 2 1U 16 6 7 I i B 4 W N � . .J 17+49 to �37 AP dH18ALD AVENUE J 1 N89• 32' 24'W 12 1 13 14 15 16 17 � - - I I— - t — — - t — --- -- t - -- + - - -- - -t + I 0 u( -- - -- - -- 00 Q W _ 4TH STREET n ro� 99 DSP O 1 ADJUST LI I i ij CRY a DESCRIPTION OF REVISION DATE A�Ron s CITY OF RANCHO CUCAMONGA jj EXISTING ST. LT. FOUNDATION - PLAN & PROFILE PROTECT IN 7_ ! I PLACE I I EXISTING GRADE ARCH I BALD AVENUE AND 4TH STREET " ' I �2% 1 - N E CORNER WIDENING PROP. CdcG �! FILL GAP WITH 4" P. C. .�.�;`, .,; FROM ARCHIBALD AVE. TO APPROX. 500' T 6- t ' ���oFE�s�� APPROVED BY: DATE: l . ST. LT. FOUNDATION DETAIL LEGEND. CITY ENGINEER RCE: 2495 ® STA 12+30 AND 13+90 N.T.S. a �(� �� �� DEM PLAN PREPARED E7: REOOMMElOm 0 PORTLAND CEMENT CONCRETE ; g /3 r o CURVE DATA o a W( No. 24953 RD/MA CITY OF RANCHO RCUCAMONGA R L T C.A.B. # Exp. 12-31-01 * iosoo CIVIC CENTER DRIVE � �� RANCHO CUCAMONGA, CA 91730 �� 0 � 0.40' AC PAVEMENT OVER 0.50' CAB � MA � of A 890 38' 45" 35' 54.76' 34.78' ,��+� clviv -4rr- B 130481 39" 188.53' 45.44' 22.83' I 0.10' COLD PLANE AND 0.10' AC OVERLAY OF CA - CHECKM RtE NO DR %ma NO. CH ate ME 1625 PROJECT SHEET NO. 4 OF—8 z � 00 0r GENERAL NOTES : EX. CURB GUTTER (TO BE REMOVED) I I I EX. SIDEWALK (TO BE REMOVED) 1 . ALL WORKS SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT SPECIFICATIONS AS APPROVED BY THE CHINO BASIN MUNICIPAL WATER DISTRICT (CBMWD), PROPOSED GROUND COVER d I I I I Ex. SHRUBS (TO BE REMOVED) THE CITY OF RANCHO CUCAMONGA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND THE C.B.M.W.D. STANDARD f I DETAIL HERE ON. -- 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR v ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THIS PLANS. y JI D ( I I I EX. SAMPLE BOX (TO BE RELOCATED BY FRITO LAY) / IaI I 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE ENGINEER. UTILITIES ARE �� — — -- J I I I Ex. PROTECTIVE POSTS (TO BE REMOVED, TVP.) TO BE REMOVED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. — — -- -� 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS � � I I �: � � REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ° o.' � � EXP.JT. I I d I Ex. 72" MANHOLE OPENING do COVER (TO BE MODIFIED AS SHOWN BELOW) 3000 PSI CON(. SUPPORT � 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL I I IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. PROPOSED MANHOLE OPENING do COVER a (SEE ENTRANCE SHAFT DETAIL) } / ` VENT PIPES/BOX, TYP. (TO BE REMOVED) 6. CALL UNDERGROUND SERVICE ALERT (800-422-4133) FOR UNDERGROUND LOCATIONS 48 HOURS BEFORE DIG. �;I 1' �'• a EXP.JT. I I I 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY }l I IPcc '-� '� / I I THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS. L EX. CON(. SLAB do CURB (TO BE REMOVED L — — — — — — AN REPLACE W/ GRD. COVER PROPOSED 4' SIDEWALK 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING & / OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS . HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING & MARKINGS SHALL \ .' I I I I BE DONE IN CONFORMANCE WITH THE SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS. `I' I I I I 9. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY CBMWD UNTIL AFTER THE ISSUANCE OF A PERMIT BY CBMWD TO ALLOW THE CONSTRUCTION AND ALSO AFTER A PRE-CONSTRUCTION CONFERENCE TO BE HELD AT LEAST ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. \ J I I I I I (SEE SPEC APPENDIX FOR THE PERMIT REQUIREMENTS.) PROPOSED CURB do GUTTER 10. IN ADDITION, CBMWD AND THE CITY OF RANCHO CUCAMONGA SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY CBMWD AND / OR CITY OF RANCHO CUCAMONGA 11. ALL TRENCHING AND/ OR SHORING SHALL MEET REQUIREMENT OF CALOSHA. 12. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL SAFETY PERMIT TO CBMWD AND TO THE CITY OF RANCHO CUCAMONGA WASTE WATER VAULT DETAIL- 13. INSTRUMENTATION ORCABINETS.BY THE PERMIT SHALL BE APPROVED BY CBMWD PRIOR TO BEGINNING OF THE INSTALLATION OF ANY Std. ± 26+35, Sheet 3 of $ (SEE SECTION BELOW (NOT M SCM.E) PL Exist . Sample box w/ conc. pad to be relocated by Frito Lay. 2 0 ALTERNATE LETTERZ_ 0 LOCATION NOTE: SEE ENTRANCE SHAFT AND '-'� 61�4-1-1 11/2" LETTERS MANHOLE FRAME & COVER SHALL BE ALHAMBRA I I COVER DETAIL p(• S/yy IN 6"X 9" BOX FOUNDRY TYPE A-1252 OR LONG BEACH IRON ,o- T. .1 CBMWD WORKS TYPE X-106 B OR APPROVED EQUAL. M.H. Cover CONC. (3000 PSI) (Cir. Opening) X. MH TO BE MODIFIED Ex. el. 32.29 (TC) FRAME & COVER SHALL BE BITUMINOUS COATED 12, AS SHOWN AND WEIGH A MINIMUM OF 430 LBS. THE COVER SHALL HAVE TWO PICK HOLES. — — — — — — — — — ___ �- — ALTERNATE LETTER f 12�� 3000 P.S.I. CONCRETE / CURB & GUTTER ( MONOLYTHIC POURING) PROP. S/W LEVELING " A.C. PAVEMENT LOCATION RINGS - (Proposed) � • 72"X 30" ECCENTRIC FLAT TOP SLAB PER TOP VIEW INLAND CONCRETE ENTERPRISES INC. 1 DWG.NO. 72-3E C AP X 72-3(SEE SPE APPEND ) M.H. COVER DETAIL MODIF. LIMMIT LINE 72"0 SHAFT 1201 _ EX. MH TO BE MODIFIED CEMENT A SHOWN N. MORTAR ASPHALT 12w PAPERMANHOLE MODIFICATION 3000 P.S.I. CONCRETE � SC�AL.E) URB do GUTTER SECTION (NOT TO • 30" CLEAR OPENING 2 } , .' IVARAS"MIN ) PHALT PAPE CEMENT WRAPPED MORTAR I I A FLAT TOP SLAB(SEE MH MODIF SECTION) 3" LEVELING RINGS AS REQUIRED, 12" MAX. 6" MIN. OPEN FIELD ROADWAY CHINO BASIN "N.. MUNICIPAL WATER DISTRICT DESCRIPTION OF REVISION DATE CITY APPROVED LOCATION MAILING ADDRESS Cherry Avenue, Building A Post Office m 697 CITY OF RANCHO CUCAMONGA ENTRANCE SHAFT DETAILS TelephFontana, California(99 92335 Rancho Cucamonga, California 91730 Telephone (909) 357-0241 NO SCALE APPROVED BY: ARC H I BALD AVENUE AND 4TH STREET c.11 7:"d46y7,UVC-'7' rz�9 �>x CBMWD MANHOLE MODIFICATION PROJECT MANAGER FOR CBMWD DATE: FROM 4TH STREET TO APPROX. 1500 FEET NORTH /2 c APPROVED BY: V, DATE MANAGER OF EN INEERING A D DATE: CITY ENGINEER2 R.C.E. NO. CONSTRUCTION MANAGEMENT FOR DESIGN PLAN PREPARED BY: RECOMMENDED CBMWD RD CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE SHEET RD RANCHO CUCAMONGA, CA 91730 I 1 OF CHECKED DRAWING NO. R.C.E. NO 162.5 DATE FILE NO PROJECT SHEET NO. 5 OF 8 o