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HomeMy WebLinkAbout2074CITY OF RANCHO CUCAMONGA RCHIB LD VENUE PAVEMENT REHABILITATION FROM 19TH STREETTO BANYAN STREET covalr�ob6mm_FES 0 GENERAL NOTES 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with suppliments. 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 shown within the construction limits of this project and shall be responsible for any damage as a result of the construction operations. 3. The contractor shall notify UndergroundService Alert 1- 800 - 422 -4133 and the following utilities two working days prior to construction or regarding any problems. Southern California Edison Co. 909 357 -6523 Southern California Gas Co. 909 335 -7744 Verizon Communication 800 469 -6340 Cucamonga County Water District 1909 987 -2591 Charter Communication (909) 880 -0231 Metropolitan Water District (909) 217 -6679 4. For inspection of this project, the Contractor shall Contact the Public Works Section at 477 -2740 Ext. 4057 two working days prior to the required date. 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any construction or encroachment within any City of Rancho Cucamonga right —of —way. 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior to construction indicating any detour and /or road closures. 7. Contractor shall have a "Class A" Contractor Licence. EXISTING SURVEY MONUMENTATION All existing survey monuments that will be disturbed by this project shall be referenced and reset by the City Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. Found monuments are shown on the plans and described as follows: (FOUND) 1�- F.D. "1" IRON PIPE LOCATED AT THE INTERSECTION OF ARCHIBALD AVE. AND LEMON AVENUE. 2� F.D. "1" IRON PIPE LOCATED AT THE INTERSECTION OF ARCHIBALD AVE. AND BANYAN STREET. STRIPING GENERAL NOTES 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall conform to the Standard Specifications for Public Works Construction and the following provisions. A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. D. All control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to installation of new or replacement striping and markings. F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the first, unless otherwise noted. g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), unless otherwise noted. H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping and markings to the satisfaction of the City Engineer. I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control measures, in accordance with the city and state standards. J. Temporary or construction striping and markings shall be in accordance with the city and state standards and as directed by the City Engineer. 3. Street Name Signs shall be installed per City Standard Plan No. 401 -A. 4. Traffic Signs shall be installed per City Standard Plan No. 401 -B. RANCHO it _J u HILLS( E I -\ a EMO ❑ I- -- CUCAMONGA r gd � q LEGEND: ARCHIBALD AVENUE - TYPICAL CROSS SECTION NTS 0.12' OVERLAY WITH ARHM. VARIABLE COLD PLANE FROM 0' TO 0.12' & OVERLAY WITH 0.12' ARHM. O REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON. (SECTION "A" - PAVEMENT REPLACEMENT DETAIL) 5 25' VARIABLE COLD PLANE w� > FROM 0' TO 0.12' DEEP 0 o N PROPOSED FINISHED ~F- w O� SURFACE 0.12' ARHM OVERLAY EXIST A.C. SURFACE a� 0.83' AC. SECTION "A" NTS PAVEMENT REPLACEMENT DETAIL JOINT DETAIL NTS a— VARIABLE COLD PLANE FROM 0' TO 0.12'. ROUTE CRACKSA /4" OR LARGER APR OR TO VISIBLE OVERLAY) �- FULL DEPTH COLD PLANE, 0.12'. CRACKS 1/4- PLANE, VISIBLE 4" OR LARGER PRIOR TO RACKS OVERLAY) 2a— 0.12' ARHM OVERLAY. 3a- REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 5. ®— ADJUST TO GRADE (MH, VALVES, SEWER CLEANOUT, METERS AND OTHER APPURTENANCE.) a— JOIN EXISTING (SEE JOINT DETAIL ON SHEET 1) a— SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). Q— CONSTRUCT CURB AND GUTTER PER RANCHO CUCAMONGA STANDARD DRAWING NO. 104, A2 -8 OR TO MATCH EXISTING. �— CONSTRUCT DRIVE APPROACH PER RANCHO CUCAMONGA STANDARD DRAWING NO. 101, W = 14'. GRADE AREA TO MATCH NEW IMPROVEMENTS TO EXISTING. 1�0 — RELOCATE EXISTING POWER POLE BY EDISON. RELOCATE EXISTING ROCK TO THE DIRECTION OF THE CITY'S PUBLIC WORKS INSPECTOR. �- RELOCATE EXISTING MAIL BOX TO THE SATISFACTION OF THE OWNER. Q— PROTECT IN PLACE. �— RELOCATE EXISTING GUY WIRE BY OTHERS. 1�5 — SAWCUT EXITING ROCK WALL TO CLEAR FOR NEW CURB AND GUTTER AND REPAIR END TO MATCH WALL IN LIKE AND KIND. ®— CONSTRUCT 4 -INCH PCC SIDEWALK. �— CONSTRUCT CURB DEPRESSION FOR FUTURE HANDICAP RAMP. �- INSTALL 4" DIA. CONDUIT, CALTRANS TYPE 1, WITH A TYPE 6 PULLBOX AT EACH END. STRIPING NOTES Q— REMOVE & REPLACE AFFECTED LOOPS PER LOOP PLACEMENT DETAIL HEREON. �— LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), THERMOPLASTIC. �— 12" SOLID WHITE STRIPE, THERMOPLASTIC. ®— PAINT 4" WHITE DASHED STRIPE AND INSTALL WHITE CERAMIC BOTT DOTS PER CITY STANDARD DRAWING NO. 133. �— PAINT 4" WHITE SOLID STRIPE AND INSTALL WHITE CERAMIC BOTT DOTS PER CITY STANDARD DRAWING NO. 133. 6�— PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS PER CITY STANDARD DRAWING NO. 133. �- PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 133. �— PAINT 8" WHITE SOLID STRIPE WITH TYPE "G" MARKERS PER CITY STANDARD DRAWING NO.133, WITH CERAMIC BOTT DOTS. PAINT 8" DASHED WHITE STRIPE WITHOUT MARKERS, CALTRANS DETAIL 378. �- INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. PER CITY STANDARD NO. 133. PROPOSED FINISHED SURFACE QRpFESS/0' t� \ 4" No. 24953 �JK ,r 191 e' ® �E 19TH STREET AML I"iV /7 ■ Z:iALY HIGHLAND AVENUE 210 ON RAMP WEST BOUND t t t O 00 5 12V00 13 00 _ _ 1400 � �I 4� I 2 3 CONSTRUCTION NOTES a- VARIABLE COLD PLANE FROM 0' TO 0.12'. (NOTE: AFTER COLD CRACKS 1 /4° OR LAR ERE�PR OR TO OVERLAY) 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE 1/4" OR LARGER PRIOR TO OVERLAY) REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 4. a- ADJUST TO GRADE (MH, VALVES, SEWER CLEANOUT, METERS AND OTHER APPURTENANCE.) 50-- JOIN EXISTING (SEE JOINT DETAIL ON SHEET 1) 6o-- SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). 0 ARCHISAL0 4 LEGEND: 0.12' OVERLAY WITH ARHM. VARIABLE COLD PLANE FROM 0' TO 0.12' & OVERLAY WITH 0.12' ARHM. REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL ON SHEET NO.1 (SECTION "A" - PAVEMENT REPLACEMENT DETAIL) 18 '�4,4 4� � .. � ( � —+-- — -- 9+ 0 _ t t t t AVENUE SCALE. 1 W T- LAJ N Z dw CONSTRUCTION NOTES ARCH /BALD �— VARIABLE COLD PLANE FROM 0' TO 0.12'. CRACKS /4" OR LARGER PLANE, PRIORT TO I TO FULL DEPTH COLD PLANE, 0.12'. (NOTE: AFTER COLD PLANE, ROUTE VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE 1/4" OR LARGER PRIOR TO OVERLAY) Q3 — REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 5. a— ADJUST TO GRADE (MH, VALVES, SEWER CLEANOUT, METERS AND OTHER APPURTENANCE.) JOIN EXISTING (SEE JOINT DETAIL ON SHEET 1) SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE). (� CONSTRUCT CURB AND GUTTER PER RANCHO CUCAMONGA STANDARD DRAWING NO. 104, A2 -8 OR TO MATCH EXISTING. CONSTRUCT DRIVE APPROACH PER RANCHO CUCAMONGA STANDARD DRAWING NO. 101, W = 14'. a— GRADE AREA TO MATCH NEW IMPROVEMENTS TO EXISTING. 1 D RELOCATE EXISTING POWER POLE BY EDISON. RELOCATE EXISTING ROCK TO THE DIRECTION OF THE CITY'S PUBLIC WORKS INSPECTOR. lia LEMON AVENUE LEMON AVENUE m 3� CURB RETURN CURVE DATA R =25' Q = 38.76' rn = 88' 49' 53" cb T = 24.50' n C = 35.00' BANYAN ST (13) ---nI 1 e 11 L M � m 213 �7 vUU AVENUE RELOCATE EXISTING MAIL BOX TO THE SATISFACTION OF THE OWNER. PROTECT IN PLACE. RELOCATE EXISTING GUY WIRE BY OTHERS. SAWCUT EXITING ROCK WALL TO CLEAR FOR NEW CURB AND GUTTER AND REPAIR END TO MATCH WALL IN LIKE AND KIND. CONSTRUCT 4 —INCH PCC SIDEWALK. CONSTRUCT CURB DEPRESSION FOR FUTURE HANDICAP RAMP. INSTALL 4" DIA. CONDUIT, CALTRANS TYPE 1, WITH A TYPE 6 PULLBOX AT EACH END. LEGEND: 0.12' OVERLAY WITH ARHM. VARIABLE COLD PLANE FROM 0' TO 0.12' & OVERLAY WITH 0.12' ARHM. REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL ON SHEET NO.1 (SECTION "A" — PAVEMENT REPLACEMENT DETAIL) of 0 AVENUE LA GLORIA DRIVE 40 d 3 0 W m h 210 OFF RAMP EAST BOUND 197H STREET I I 3 3 1 5 0 8 t2 7 2 4 7 2 2 -26 —26 ttD i;/, (D (S) R6-4 a.. R -- �• ® ®... �,..�.,, o., W .."..�. -. - -- 1 e 8 - M r7 12' SOLID W YELLOW --- - - - - -- - -- - -- � 50' — - — — — — — — — - 6 O — In w -- — — 8 +OT 0 O -9+0 Q _- -- 10 - - - - - -- - - - - - -- I R -26 2 -45 rff W3 6 6 -�� - - - - - - - F71 177W 2 2 6 2 2 11 3 3 I 1 210 ON RA P I ARCHEBALO AVENUE � EAST BOU 19TH STREET SCALE.• 1 " = 40' HIGHLAND AVENUE 210 ON RAMP WEST BOUND i 0 m Q O 3 1 8 12 1 4 5 1 11 7 2 2 7 ®® 11 _s 4 �� 7 �„� ,,� W R26 G21 -3 R-26. W3-3 I R -2 6 0 M -- - - -- - -r - -- - - - - - -- 2ao O X00 _ 12-00 ZV _ -- - 04 13 00 _ — — — "'D (� Z ( 7 q72!6L R -26 ® ® ! . i 26 R206 �.R.?6...� 7 i 11 2 12 4 300' TANSITION 2 Q 2 2 1 2 6 4 2 11 7 4 210 OFF RAMP WEST BOUND ' I � ARCHE93ALD AVENUE HIGHLAND AVENUE STRIPING NOTES 1� (( EXISTING REMOVE & REPLACE AFFECTED LOOPS PER LOOP PLACEMENT * IF R2 (44)5 t. OF �,N CURB F,ACEEE DETAIL DETAIL HEREON. MPH LEGEND LEFT nlRN urn ; 2❑— LEGEND, SYMBOL OR ARROW TYPE N (S.A.E.), THERMOPLASTIC. LEGEND, SYMBOL AND CROSSWALK SHALL BE THERMOPLASTIC. 5 �o 0 r * - FOR sHCxF OR °uu 10' 3�— 12" SOLID WHITE STRIPE, THERMOPLASTIC. Tic ur�E LANE _ LEFT TURN LANES ONLY �— PAINT 4" WHITE DASHED STRIPE AND INSTALL WHITE CERAMIC BOTT DOTS tr+RU DESCRIPTION OF REVISION DATE crtr PER CITY STANDARD DRAWING NO. 133. io• AD D o PAINT 4" WHITE SOLID STRIPE AND INSTALL WHITE CERAMIC BOTT DOTS CITY OF RANCHO CUCAMONGA PER CITY STANDARD DRAWING NO. 133. 4. LANE k ©— PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS PER THM LAW = STRIPING PLAN CITY STANDARD DRAWING NO. 133. 0-10. m ~ ARCHIBALD AVENUE �— PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 133. PAVEMENT REHABILITATION PAINT 8" WHITE SOLID STRIPE WITH TYPE "G" MARKERS PER CITY � � � FROM 19TH STREET TO BANYAN STREET STANDARD DRAWING NO. 133, WITH CERAMIC BOTT DOTS. THRU OR RIGHT IV nraH uwE & o $ o APPROVED BY: DATE,_ - ✓-- " ; �L 09 — PAINT 8" DASHED WHITE STRIPE WITHOUT MARKERS, CALTRANS DETAIL 37B. 5' CITY ENGINEERS ?�� i ��� �� /�� %' RCE: 24x53 0 �- INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. TOP OF CURB FACE �' �� DESM PLAN PREPARED 8Y: RECOMMENDED R02 CITY OF RANCHO CUCAMONGA PER CITY STANDARD NO. 133. LOOP DETECTOR PLACEMENT 10500 CnnC CENTER DRNE sr Er RANCHO CUCAMONGA, CA 91730 1 1 PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS DETAIL 39. REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS RD2 4 oF 5 PAINT 6" SKIP WHITE BIKE LANE LINE PER CALTRANS DETAIL 39A. CHECKED R.C.E. NO� DRAWING NO. (i 2074 DATE Flu= NO 4 R26 LEMON AVENUE 23+00 25 00 IK 3 F t W 6(S) R216 R2 r, 2 8 5 6 2 Y 300' TRANSITION rrra*n-rr� LEMON AVENUE i i R26(S) SCALE.• I"= .gyp, IN 4 .� -- 26(S) —& G I IV 0 3�(S) LA GLORIA DRIVE t I 4 7 O R26 7S _ O L. e tr I � I i BANYAN STREET L' 7 4 7 e Os 2 Q - R26(S). R26(S) R26(S) 1 R2 -45 � � h r _ r G -93 200' 41}00- 41 +54. AVENUE 0 N Q _ B — _ R26 I G -93 8 G-93 v - O Rte` 4 6 2 4 9 2 7 6 � 3 BAN AN STREET ARCH /BALEP AVENUE STRIPING NOTES �- REMOVE & REPLACE AFFECTED LOOPS PER LOOP PLACEMENT * IF R2 (45) SIGN AND POST EXISTING DETAIL HEREON. REPAINT 45 MPH LEGEND �- LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), THERMOPLASTIC. LEGEND, SYMBOL AND CROSSWALK SHALL BE THERMOPLASTIC. �- 12" SOLID WHITE STRIPE, THERMOPLASTIC. 4� PAINT 4" WHITE DASHED STRIPE AND INSTALL WHITE CERAMIC BOTT DOTS PER CITY STANDARD DRAWING NO. 133. �- PAINT 4" WHITE SOLID STRIPE AND INSTALL WHITE CERAMIC BOTT DOTS PER CITY STANDARD DRAWING NO. 133. ©- PAINT 4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" MARKERS PER CITY STANDARD DRAWING NO. 133. PAINT TWO -WAY LEFT TURN LANE WITH TYPE "D" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 133. PAINT 8" WHITE SOLID STRIPE WITH TYPE "G" MARKERS PER CITY STANDARD DRAWING NO. 133, WITH CERAMIC BOT DOTS. 9�- PAINT 8" DASHED WHITE STRIPE WITHOUT MARKERS, CALTRANS DETAIL 378. 1�0 - INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. PER CITY STANDARD NO. 133. tof DOUBLE YELLOW LINE OR MEDIAN CURB FACE LEFT TURN LANE 1u IT C B- MTE TURNING LANE TH RU LANE I 10• ro 4' LANE LMT X THM LANE _y 10• —c El b 47 LANE LMT OR Ir TURNING LANE LMT T RIGHT 10' NE TURN URN LANE ao 1• TOP OF CURB `` FACE j � nnn nctc-nrnn n� •nr��r.r REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS i W z * — FOR SINGLE OR DUAL 10• LEFT TURN LANES ONLY