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HomeMy WebLinkAbout2051 Cl__.. T-.., Y 0-...,F _...,RANC__.1 -10 C LICAM- - ONGA BASE LINE RD. REHABILITATION CONSTRUCTION NOTES L ° E 1ASPHALT RUBBER HERMOSA AVE. TO VALENCIA AVE. 2V�BE PLANE 0. COLD PLANE o0' AN IAOVERLAY TO 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) 3�—VARIABLE DEPTH COLD PLANE 0' TO 0.12' OVERLAY 0.12' ASPHALT RUBBER HOT MIX (ARHM) �—ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, VAULT AND OTHER APPURTENANCE) MATCH EXISTING GENEW NOM: RANCHO CUCAMONGA �— SAWCUT 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard 8o- SAWCUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY STD. Specifications for Public Works Construction, (Green Book), 2003 Edition and including the 2004 104 AND MATCH EXISTING supplement. SAWCUT,SAWCUT, REMOVE AND REPLACE EXISTING SPANDREL PER CITY STD. 106–A 2. Public and Private utilities and substructures shown hereon are from available records. The 10 AND MATCH EXISTING SEE OVERLAY JOIN DETAIL SHEET 1 Contractor shall be responsible for protecting all utTties and substructures oa shown within the 11 SAWCUT, REMOVE AND REPLACE A.C. PAVEMENT WITH NEW AC PAVEMENT construction limits of this project and shall be responsible for any damage as a result of the y' > WHICH SHALL BE A MIN. OF 6" THICK OR 1" THICKER THAN EXISTING � construction operations. oet Q > k ".0-,0-. WHICHEVER IS GREATER 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two Site working days prior to construction or regarding any problems. 4 :r ,y, 4A STRIPING NOTES Southern California Edison Co. – EMERGENCY ONLY (800) 611-1911 , ,.' _ _' Southern California Gas Co. – EMERGENCY ONLY 800 427-2000 A d Rd- E d �: 21 INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 4" SKIP WHITE Southern California Gas Co. – Rod Duran 909 335-7583 I m LANE UNE PER CITY STD. 133 – Hillside _ e t " Verizon Co. Jerry Faubel 909 469-6340 vriko«A* . w 22 INSTALL CERAMIC RAISED PAVEMENT MARKERS (ROTI DOTS). PAINT 4 SOLID WHITE Charter Comm. – Jun Ca along 951 343-5171 I o - {Nilson Ar LANE UNE PER CITY STD. 133 Cucamonga Valley Water District – EMERGENCY ONLY 909 987-2591 Banyan Sf v 23 PAINT 6" SKIP WHITE BIKE LANE UNE PER CALTRANS STD. A20D, DETAIL 39A Cucamonga Valley Water District – Russ Silva 909 483-7440 Route 30 " o : (under construction) SHEET INDEX 24 PAINT 6" SOLID WHITE BIKE LANE UNE PER CALTRANS STD. A20D, DETAIL 39 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho 19th St Highland Av 25 PAINT 8 SOUD WHITE LANE UNE WITH TYPE G MARKER PER CITY STD. 133 Cucamonga Fire Department and any affected school district, 72 hours prior to construction 26 PAINT 12" SOLID WHITE CROSSWALK UNE indicating any detour and/or road closures. __ 1. TITLE SHEET 27 PAINT LEGEND SYMBOL OR ARROW TYPE N (SJLE.) PER CALTRANS REVISED STD. 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) Base Liner ; as>cll.�ntRd' PLAN A24A AND A24D 477-2740 ext. 4075, Monday – Thursday, and at least two working days prior to the construction 1 2 PLAN PAINT TWO–WAY LEFT TURN LANE WITH TYPE b" MARKER PER CITY STD. 133 � U b start dote. j4 _ _ .' ' 3. PLAN PAINT 4" DOUBLE YELLOW CENTER NE WITH TYPE " MARKER PER CITY STD. 133 �" 31 FoothrH Bi x Foots 81 .- 32 PAINT 12" SOLID WHITE UMI T UNE 6. A permit shod be obtained from the City of Rancho Cucamonga prior to any construction or 4. STRIPING PLAN a-- PAINT 4" DOUBLE YELLOW CENTERUNE WITH TYPE "D" MARKER PER CITY STD. 133 encroachment within any City of Rancho Cucamonga easement or rights–of–way. Arrow l7t Arrow Rt 5. STRIPING PLAN 34 PAINT 12" SOLID YELLOW UNE 7. During the construction operations at least one 12' lane in each direction shall be provided for each 10 Freewa 8th St`` > a-- INSTALL W41 SIGN ON NEW POST PER CITY STD. 401–B direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and -- Y- - 0*St 36 INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 8" SKIP WHITE shall remain unobstructed. d LANE UNE PER CITY STD. 133 8. The Contractor shall familiarize himself with all underground utillt;es, pipes and structures, and shad 4th St 37 INSTALL BLUE MARKER (TYPE 1) PER CITY STD. 134 take sole responsibility for the repair/replacement, at no cost to the C' for an damage to said ,Q '"� t > 38 INSTAL, REMOVE AND REPLACE AFFECTED LOOPS PER LOOP DETECTOR PLACEMENT Pa dYdye Y 9 DETAIL ON SHEET 5 underground utilities, pipes and structures. ._- _. _.:_ 1t)Freevray Y3 9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to = ; commencement of any work. All discrepancies shall be reported for direction immediately to the City. 10. On the date and at the time of the submittal of the B'idder's Proposal the Prime Contractor shah P033 ess any and all contractor ficensea, in form and class as required by any and all applicable �C1N1?,�, UPLEGEND laws with respect to any and all of the work to be performed under this contract; Including but not REMOVE AND REPLACE AC PAVEMENT limited to a Class "A' License (General Engineering Contractor) or a Specialty Class "C-12" license NOT TO SCALE (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by the Prime ASPHALT RUBBER HOT MIX (ARHM) OVERLAY Contractor in accordance with the provisions of the Contractor's Ucense Low (California Business and Professions Code, Section 7000 at. seq.) and rules and regulations adopted pursuant thereto. I 0.00' TO 0.12' COLD PLANE 3s 3s 0.10' COLD PLANE 0.10' TO 0.12' COLD PLANE EXISTING SURVEY MONUMENTATION All existing survey monuments that wi® be disturbed by this project sha11 be referenced and reset by s' at the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. Monuments found by research of available City records and by field survey are shown on the plans and described as follows: SPECIAL PROVISIONS: Found 1" iron pipe at the intersection of Base Une Rd. and Center Ave. (See Sheet 2 Sta 1. PRIOR TO OVERLAY, APPLY WEED KILL AND ALLOW TO SET FOR 14 DAYS THEN ROUTE ALL CRACKS 1/4" 85+43.85) r _.z ` OR GREATER AND APPLY CRACKSEAL REFERENCE CONTRACT SPECIFICATIONS 302-11.1 Found 1" iron pipe at the intersection of Base Une Rd. and Ivy Lone. (See Sheet 2 Sta SURFACE 2. ROCK DUST BLOTTER IS REQUIRED AFTER PLACEMENT OF THE ASPHALT RUBBER OVERLAY. REFERENCE 87+98.63) 4 4 GREEN BOOK SPECIFICATIONS 302-9.6 Found 1" iron pipe at the intersection of Base Une Rd. and Marine Ave. (See Sheet 2 Sta 3 ci 3 94+79.42) 9 S o 0 Found 1" iron pipe at the intersection of Base Une Rd. and Marine Ave. (See Sheet 2 Sta Q a U W 94+80.45) N o o N o TYPICAL CROSS SECTION BASE LINE RD. FROM HERMOSA AVE. TO HAVEN AVE. __MTAmcr_sHm ON RM NTS VARIABLE COLD KANE FNIM FROM 0' To 0.12' DEEP L SURFACE I y ` 14? 53' 14' 40' EXIST A.C. SURFACE ; b ., a` e. 8, DESCRIPTION OF REVISION DATE APP ITY 00000� a000� M. CITY OF RANCHO CUCAMONGA COLD PLANE SURFACE VARIES 1 a4� T° 2. TITLE SHEET VAFMIES 2,27% rO2�. 2 4 �„ M PROVIDE FULL DEPTH TO;2A5% —� BASE LINE RD. PAVEMENT REHABILITATION JOIN FOR OVERLAY. / 2. TO 3.48% EXISTING OVERLAY JOIN DETAIL SURFACE 1 9 1 2 IXlsnNc NTS 2 SURFACE 00 0 FROM HERMOSA AVE. TO VALENCIA AVE. W E.SS / o 9 W a� p�, APPROVED BY: DATE: 9 c C; $W o C� CITY ENGINEER i ( r �z�� ����-1 ( {. RCE: 24953 Underground W g o 0 0� W � 4 W % � � o DESIGN PLAN PREPARED BY: IEMMMENDO Service Alert 4� o oa o W No. 24953 PK CITY OF RANCHO CUCAMONGA Call: TOLL FREE o d TYPICAL CROSS SECTION oc Exp. 12-31-05 10500 CIVIC CENTER DRIVE 1 -800-422-4133 BASE LINE RD. (EAST OF HAVEN AVE.) , cIvl PK RANCHO CUCAMONGA, CA 91730 1 of 5 TWO WORKING DAYS BEFORE YOU DIG NTS CHECKED PLICZ Na MWING NO. MP DATE FILE NO 2051 i a a Q N < Sn 8 40 'n 9 E BA .� � o G S L/NERD. 8 3 + W - - :, 1 L: 00 /77 COLO PLANE AT STA 74+27.75 - ,� - : _ - _ _ <_ ; Q {°_ :_.: Al 73+53.75 74+00 + ._ .>, - - _ ;: 79+00 _ 80+b0 81+00 .1 $2X00 83+d0 F . =: a n.- ., 5 SANC[!T EDGE FORA .. ;. ' ` w CLEAN VERTICAL JOINTZ. Lli � t - � P m 1 w 3 = L►J U (n Q su 4J V N .i � Q 41 O O o + + < nI < O + o 0 9 00 _ o BASEL/ E D 3 �� Q L LJJc� _ - - - -- - - - - _ ._ r 1 4 (� w _: _. > v,- __., <: _ 86+OF 87+00 r. . 00 8S 88+00 89+00 :. 90+00 1 1+ L �_ 11 3 94+tD 9 Lli4f LLliO r 4 1 } 4. 2'X4 T fS' 5 F , 4 Z r r Lli Al Az _� 36# e 11 LLJ U „. U 3 Q ! LEGEND W REMOVE AND REPLACE AC PAVEMENT Q ASPHALT RUBBER HOT MIX (ARHM) OVERLAY � I i (� 0.00' TO 0.12' COLD PLANE 0.10' COLD PLANE II 0.10' TO 0.12' COLD PLANE CONSTRUCTION NOTES 11 COLD PLANE 0.10' AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MOX (ARHM) 2a— VARABLE DEPTH COLD PLANE 0.10' TO 0.12' AND VARIABLE OVERLAY 0.12' O , ( O TO 0.15 OF ASPHALT RUBBER HOT MIX (ARHM) Q 33 VARIABLE DEPTH COLD PLAN 0' TO 0.12' O - 4 OVERLAY 0.12' ASPHALT RUBBER HOT MIX (ARHM) + F-- Z -- - _ + 55 ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, VAULT AND OTHER APPURTENANCE) Ln z BASEL/NERD. (� �/ N a- MATCH EXISTING My (' f - - - - \j Cs ''� O 77 SAWCUT DESCRIPTION OF REVISION DATEAPPRp Zy ^ wv[,j 8 SAWCUT, R LACE EXISTING CURB AND GUTTER PER CITY STD. REMOVE AND REP cs Q R w J "" w � 104 AND MATCH EXISTING CITY OF RANCHO CUCAMONGA ~ _ - �- COLD PLANE AT �,� f-1 Q 99 SAWCUT, REMOVE AND REPLACE EXISTING SPANDREL PER CITY STD. 106—A o�� ss+oo `� ` 7'/'—STAwv w AND MATCH EXISTING 97+0o s 97+3e.8e 98+00 99+00 t po+o0 101+00 102 V = 10 SEE OVERLAY JOIN DETAIL SHEET 1 PLAN W O 4 { __:_ Ir r � _.:__. { { { + { I - - REMOVE AND REPLACE A.C. PAVEMENT WITH NEW AC PAVEMENT Z m _ 3 7 1 o SAWCUT EDGE � A Cyd W 11 WHICH SHALL BE A MIN. OF 6" THICK OR 1" THICKER THAN EXISTING BASE LINE RD. PAVEMENT REHABILITATION Q CLEAN vERncu JOINT w' Z WHICHEVER IS GREATER 4,:> AIV W Nv W `.yv FROM HERMOSA AVE. TO VALENCIA AVE. 3 _ U ESS/ APPROVED BY: DATE: CITY ENGINEER /��' i %�� ���1 *— RCE: 24953 DE51GN PLAN PREPARED BY: RMOMMEOED h No. 24953 A PK CITY OF RANCHO CUCAMONGA WD Exp. 12-31-05 DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 CIV1%- �� PK 2 of 5 �► a� I-C E Np DRAWm NO. MP DATE FU No 2051 i i Q I Q . v z o W o + BASEL/NERD. v , 2 Nz W. SAWCUT EDGE FOR A p - CLEAN VERT)CAL JOINT N - GOLD PLANE AT a _ - - _ O q, ;" STA 104+64.25 , �.. - �- BASEL/NERD. 41 (n = 00 103+00 104+00 { _ � . z �. Y �s COLD PLANE AT `_Tc , { 9 .-: 5 STA 110+11.35 N Li.l { I { I 167+00 z } { 108+00 109+00 `110+00 111+00 — W SAWCUT EDGE FOR A 7 } { + 4 { -+ ► CLEAN VERTICAL JOINT Ems= ` V J COLD PLANE AT STA 104+60.49----- 5_ v.. Q VERIZON VAULT NEED NOT TO BE ADJUSTED. IT ALREADY SITS HIGHER SAWCUT EDGE FOR A THAN DIST. ASPHALT SURFACE CLEAN VERTICAL JOINT ARHM OVERLAY SHALL BE FLUSH WITH THE VAULT. i CONSTRUCTION NOTES LEGEND 11 COLD PLANE 0.10' AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) VARIABLE DEPTH COLD PLANE 0.10' TO 0.12' AND VARIABLE OVERLAY 0.12' ® REMOVE AND REPLACE AC PAVEMENT TO 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) VARIABLE DEPTH COLD PLANE 0' TO 0.12' ` ASPHALT RUBBER HOT MIX (ARHM) OVERLAY 33Q44 OVERLAY 0.12' ASPHALT RUBBER HOT MIX (ARHM) 0.00' TO 0.12' COLD PLANE 55 ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, VAULT AND OTHER APPURTENANCE) MATCH EXISTING 0.10' COLD PLANE 7 SAWCUT 8 SAWCUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY STD. 0.10' TO 0.12' COLD PLANE 104 AND MATCH EXISTING 9 SAWCUT, REMOVE AND REPLACE EXISTING SPANDREL PER CITY STD. 106—A AND MATCH EXISTING 10 SEE OVERLAY JOIN DETAIL SHEET 1 11 SAWCUT, REMOVE AND REPLACE A.C. PAVEMENT WITH NEW AC PAVEMENT WHICH SHALL BE A MIN. OF 6" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER DESCRIPTION OF REVISION DATE crtY APPRoVED: CITY OF RANCHO CUCAMONGA PLAN CASE LINE RD, PAVEMENT REHABILITATION FROM HERMOSA AVE. TO VALENCIA AVE. apfESSi APPROVED BY: DATE: p d � CITY ENGINEER RCE: 24953 tAv y3 Zp OESIGH PLAN PREPARED BY: RECOMMENDED n No. 24953 m PK CITY OF RANCHO CUCAMONGA Exp. 12-31-05 DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 PK 3 OF 5 OF Cµ CHECKED R.c.E ,O WAWMG NO. MP DATE FILE NO 2051 Q 'I/ O o 00 BASEL/NERD. N N + W ( ir a 3 7cr 00--- - -- — w 10o' � it -- 73+53.75 74+00 14 0 __– w J w ----- 4 a 4 J m f / wac z ac rc %i ,x r — -— --- -- -- U V) N w JJ U V) i Q W O o O O ~i _ � 00 BASEL/NERD. ao �s L C •^' NCN V a � v' w N� (f) LLI it 31 85+00 502 �� 88+00 �� 5 W.89+00 `J��� v ti I I I I I 3d I I I 1 I I I I 134 I I 1 I 95 O Lu o W. so' 3 W In N z w z Q 100 31 21 loo, @\ _ 2 100' S m 3 100' 100' tPA _ Z7:@w w in -0; — 100' = w w00 ac o0 00 ' ) , Oli (N 3 STRIPING NOTES � Z 21 INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 4- SKIP WHITE LANE UNE PER CITY STD. 133 ZV INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 4' SOLID WHITE W LANE LINE PER CITY STD. 133 r PAINT 6' SKIP WHITE BIKE LANE LINE PER CALTRANS STD. A20D, DETAIL 39A V 24 PAINT 6' SOLID WHITE BIKE LANE UNE PER CALTRANS STD. A20D, DETAIL 39 5 PAINT S' SOLID WHITE LANE UNE WITH TYPE 'G' MARKER PER CITY STD. 133 26 PAINT 12' SOLID WHITE CROSSWALK UNE 27 PAINT LEGEND , SYMBOL OR ARROW TYPE N (S.A.E.) PER CALTRANS REVISED STD. PLM! A24A AND A24D o- PAINT TWO-WAY LEFT TURN LANE WITH TYPE 'D' MARKER PER CRY STD. 133 PAINT 4' DOUBLE YELLOW CENTERLINE WITH TYPE b" MARKER PER CITY STD. 133 32 PAINT 12' SOLID WHITE LIMIT UNE PAINT 4' DOUBLE YELLOW CENTERLINE WITH TYPE b' MARKER PER CITY STD. 133 PAINT 12' SOLID YELLOW UNE 0 � INSTALL W41 SIGN ON NEW POST PER CRY STD. 401-8 00 INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT S' SKIP WHITE o LANE UNE PER CITY STD. 133 INSTALL BLTD UE MARKER (TYPE 1) PER CITY S . 134 E.n = BASE LINE RD. < _ — ,� N 1-4INSTAL., REMOVE AND REPLACE AFFECTED LOOPS PER LOOP DETECTOR PLACEMENT PROVED- J CN O DETAIL ON SHEET 5 DESCRIPTION OF REVISION DATE A rty 1 - - _ _ 1_1 - --- - r-- LCA — -- --- Ln Q _� _ _ _ 4 21 ¢ CITY OF RANCHO CUCAMONGA (n j .00 aw 50' 96+ 1001 F00 1 1+198•-:. ,�I I ; + r = w o , PLAN- w V) BASE UNE RD, PAVEMENT REHABILITATIONz m 31 21 z 3 4 _ 4 �� — w UJ W -_ - - - _ ilk, = w '� '� N FROM HERMOSA AVE. TO VALENCIA AVE. V) G N r1p 35 ROEE11 DALE: RCE: 24953` APPROVED BY: � � � CITY ENGINEER — ------ ---------- O DESIGN PLAN PREPARED BY: RECOMMENDED ,+. I I ( !t n No. 24953 PK CITY OF RANCHO CUCAMONGA Exp. 12-31—OS 10500 CIVIC CENTER DRIVEDRAWN SHEET RANCHO CUCAMONGA, CA 91730 PK 4 of 5 CF CALF CHECKED R C.E NO DRAWMG NO. MP DATE FILE 010 2051 tL 'Q1 a � V N n 0 N o � W 0 v � , G � BASEL/NERD. O u �tl — �-BASEL/NERD.Qw N 21 100W j I — - _ 11 105+00 (n I 106+00 3 n ! -�, -- ----- ---- W i I I 107+oo 108+00 ! N - _ -- - - - � I i 109+00 { 110+00 LJ ---- ------ (� -- _ -- 100• I U 3All a 1�• —� 5 100, Q - ------------ ----- j x 00I ©--STOP04 2 N N a. s 1D Z clxx� W STRIPING NOTES 21 INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 4' SKIP WHITE LANE UNE PER CITY STD. 133 INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 4' SOLID WHITE LANE UNE PER CITY STD. 133 23 PAINT 6' SKIP WHITE BIKE LANE LINE PER CALTRANS STD. A201D, DETAIL 39A 24 PAINT 6' SOLID WHITE BIKE LANE UNE PER CALTRANS STD. A20D, DETAIL 39 25 PAINT 8' SOLID WHITE LANE UNE WITH TYPE 'G' MARKER PER CITY STD. 133 4'x8' CDX 3/4' PLYWOOD SIGN PAINTED ORANGE WITH 6' BLACK 26 PAINT 12m SOLID WHITE CROSSWALK UNE W HELVETICA LETTERING. LINE SPACING SWILL BE 3'. TYPICAL 27 PAINT LEGEND . SYMBOL OR ARROW TYPE IV (S.A.E.) PER CALTRANS REVISED STD. WORDING SHOWN, EXACT WORDING SHALL BE AS DIRECTED BY PLAN A24A AND A24D THE CITY. SIGN POSTS SHALL BE 4'X6', WITH 36' (MIN.) 30 PAINT TWO—WAY LEFT TURN LANE WITH TYPE 'D' MARKER PER CITY STD. 133 EMBEDMENT BELOW GRADE. 31 PAINT 4' DOUBLE YELLOW CENTERLINE WITH TYPE 'D' MARKER PER CITY STD. 133 7 32 PAW 12" SOLID WHITE LIMIT UNE BASE UNE RD. 33 PAINT 4' DOUBLE YELLOW CENTERLINE WITH TYPE 'D' MARKER PER CITY STD. 133 a-- PAINT 12' SOLID YELLOW UNE AV'EMENT REHABILITA110 35 INSTALL W41 SIGN ON NEW POST PER CRY STD. 401—B HERMOSA AVE. 36 INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT e' SKIP WHITE LANE UNE PER CITY STD. 133 TO 37 INSTALL BLUE MARKER (TYPE 1) PER CRY STD. 134 V��LENCIA AVE. INSTAL. REMOVE AND REPLACE AFFECTED LOOPS PER LOOP DETECTOR PLACEMENT DETAIL ON SHEET 5 (DATE) TO (DATE) DOUBLE YELLOW UNE USE ALTERNATE ROUTE OR MEDIAN CURB FACE LEF T TURN LANE - -- - - . * - FOR SINGLE OR DUAL 10' � 15. LEFT TURN LANES ONLY 10' ;� c tLSoWTE TURNING LANE LINE NOTES: THRU LANE 1. SIGNS SHALL BE LOCATED AT WEST AND EAST END OF BASE LME RD AS DIRECTED BY THE CITY (2 EA.) 10' io 2. THE CONTRACTOR SHALL INSTALL THE SIGNS 7 DAYS PRIOR TO iv CONSTRUCTION. 7• 4- LANE LINE id" x 3. UPON COMPLETION OF THE WORK, THE SIGNS SHALL BEDESCRIPTION OF REVISION DATE CITY REMOVED AND DISPOSED OF BY THE CONTRACTOR. APPROVED THRU LANE °D 10• CITY OF RANCHO CUCAMONGA n W PLAN 4 LANE UNE OR 8 � t: BASE LINE RD, PAVEMENT REHABILITATION TURNING LANE UNE THRU OR RIGHT 10' GRADE TURN LANEEF 5 FROM HERMOSA AVE. TO VALENCIA AVE. TOP OF CURB FACE 1' � v OFESS/ APPROVED BY: �' DATE: ` `z L_J L_J 10 ,I ��! CITY ENGINEER RCE: 24953 N CONSTRUCTION NOTIFICATION SIGNti- DESIGN PLAN PREPARED BY: RECORDED LOOP DETECTOR PLACEMENT W 3 "°� 24x53 PK CITY OF RANCHO CUCAMONGA J 0� Exp. 12-31-05 Alon 10500 CIVIC CENTER DRIVE 49 1 DMWWRANCHO CUCAMONGA, CA 91730 SHEETREFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS CIvl%- PK 5 of 5 OF C0,01d CHECKED R.C.E. No DRAWING NO. MP DAW FU No 2051